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16037 UPPER BOONES FERRY ROAD-10 °1 rp' •ate C: T AL TA/ACSM LAND P TLE SURVEY SS AIH $ I If.-o 4 95' 1 +.f.-131.95' 1 I " Cft FANNO CREEK COMMON " = 1 \o G6 GRATE I I 2 =140.35' - 1 i t I I I �.7 LOCATED IN THE SOUTHWEST 1,14 OF THE SOUTHEAST 1/4 �. ?%50* Mh RIM-140 5'�, ( I I OF SECTION 12, AND IN THE NORTHWEST 1/4 OF THE _ NORIHEAST 1/4 OF SECTION 13, 0 25 50 75 fGO \� III TOWNSHIP 2 SOUTH, RANGE 1 WEST, W.M., IN THE CITY OF TIGARD, COUNTY OF WASHINGTON. D AND STATE OF OREGON BASIS OF BEARINGS THE BA`;;S (47 BEARINGS 15 N48'47.42E • ! �I' ! 1 PREPARED FOR !:LONG THE CENTERLINE OF S.i UPPER I I ;� Ii' 1 I ORB NORYNKSTe LLC. HOONfS FERRY ROAD PURSUANT TO 11; 1500 SW FIRST AVENUE_, SUi E 1100 /�TLAND, OR 97201 1111 SR'SallNon RFCORO£D SURVEY NUMBER 20596. PO I smw 100 II .,V?TICAL CONTROL I r OA 97J05 • WASHWGTON COUNTY BENCH MARK NO. 137, 1 , rl I I 4 A DISK NY THE CURB ALONG THE Fa 303.111.1077 I ( � �� -;III I � SOUTHERLY ROADWAY OF RIVENDELL ft CB GRATE I !�'� G' A AVENUE. OWST OF THE INTERSECTION WITH =139.59' , �1 SW UPPER BOONES FERRY ROAD. I I I I I 1 • ELEVATION-188.303' SS MH RIM-1.39.93' (.E.-IJI 1� "1 \ 411 4r I :{'r, I �e. i2 Cul.V.. I STORM MH • , I i' 1 i t RIM-139.83' +� LE.=133.93'-DIAD CRATE- ' ! lid 13' I I ..E. 24' CUL V 7.I fir' ?3 w I EX TENDED TOPOGRAPH Y 1 CB GRA TE "GUARD RAIL' RETAINING Wlul , I I \ I i t UNDER FENCE LUNE 00STING LE.=143.99.' f i�+ s•;1 �/ -- �� •-_ -- •I , � !'GRA VEL ,\- .p � G�OdV9lN.TANT3 DRIVEWAY- A.C. -� �a�A�lAs�7., a 11451" �_ ' •/ i 11 • CONCRF.TF pr►wz • ' J ! -f I _ . , l F OR:WWA} ' ! / r SS um 08. CS GR4TE I j ;q i l } - I R1M=148.16 / OPUS. =141.28' 1 ' \ / Y I ' IE.=133.82• 1 / I ► TL 71 00 Opm wa,�ts a Erqw*m,Inc LE.=136.28'-•� • I , i• r i -., ( . ....1 � CONCR:1� � J / STAIRWAY TL1 , •y I I • I. /- -� REAR ACCESS , `e5S ' STORM MH �� /W MO-13.39' I� om0[ AW SFr01r i I GRA VEL ' � / � uj / r •4 ; I lG. / .! STORM MH uj Q RIM=147.65' O I /� h' . ► c�� %�' I.E.=142.40' V V f I•O' -. A I rk' .t d :' / C8 GRATE CH. ;� / , �. 01 �' , -145.92' I.E.=136.89 - / i no Atcnv r RE TAI I/ / �► fiq / VEHICLE AND 1 \ !MrSUTAPANTS c , ' DEBR'S STORAGE (NO ( 1'' .� i••;` /.45. �• � W i , rrcru % TOPOGRAPHY) CB GRATE ' ! 4 j'`� / • C8 CRA TE -134.50' %/♦ 1U. -142.19 1 // ce GRATE �� • y E. 140.70' ti►� cB GRATE GRAVEL _ +0. 1 % • =1-03.40' MH r,.+qF' • J I / LEr132_30 �' /• V 'V m A 1 1 I � ' UN6 RGItOUIrd 1 - )1_._ � � / • f/ ' • P� VON TAMINA TOV 1 SS MH S TGRM MH /-5,01 ' de r STOCK PILE AREA I ?-C8 rtA / i i �/ 1• / HgLOING TANK -�I� (NO TOPOGRAPHY) f•.,/�� ti/ i =145.'9' t' I RIM=156.68' RIM=143.66 . \ �� Z j / r r.E. 12 CULV. J / N J. 'E. / i♦ I �'� f 139 42 CH GR4 TE 1 I �� T h 7� 144,16' C. J A.G % 4� \ �` STORM AAH RIM-IJ9.99' ae ',I,1a / �/ 11 SfORM MH \ s �� I ' STORMW MH I.E.=13.1.24'- /' -t i \♦ \ (RAIN r , f 4 RIM-156.70' '� RIM-144.45- IM r -CB CRA 7E•' �' Y ; p ! \ -142.92 e./ + `/ `�' • �� ' / GRA PRO ECTNME I.E. 1Q r CULV. .f.E.-.1- .— - i- G 2 I t 11 ttIFACE *wl / \ j` 4 j•/ 8 143.25' =139.36' 144. 0' 1 / '� I 3 I ' .E.=142 '� \ i �` ; GRA VEl I A i r�Ft • ' t r ,,I;p. I ,C. B /// 1��// j • I ! omct Mo snGP 1 r } y •�j STORM MH // j j ,� • 1 / r { t / . /I %%/ ,�\�/ �� RIM-;57.,i4' I ,� c>/ f� ' r / C8 GRATE S CO GRA TE 135.23'-, jf TP, / �1 ' jl 1 j 1' ♦/ %�.\ / ` a Arc � � ' +•� yt /' ,'` GB GRATE TOPOGRAPHY+'• =14 A9 z1s7.3J \ / A+ A.C. 1 / _ �_ -/ (.E,-144.79' ,.' ,/ /i ♦ y. w • LEGEND � �.. •R� / �// •r l r/ ' �� `�•� N' ` 1 .: r AQ A �— i �, \ ' /" �;'` �� \\ I ® SANITARY 5E WER MANHOLE —•—•—UNDERGROUND GAS LINE 1/ ems✓ f i i ,�. */lr ,6 CO GRA / ,/ ;` ?� ❑ STORM DRAINAGE CATCH BASIN / SS MH =145.90 1 ' ..- f �. %/ I ® STORM DRAINAGE MANHOLE ------UNDERGROUND STORM DRAINAGE LINE _ �,/i RIM=143, `�� - -- - -- - -- -) I.E.=(13,8,7' /f► , ♦ \ . � FIRE HYDRANT C i- i � � � � LF..miJS.B �.� Y��`r' � � A �' �i / SS MH -------UNDERGROUND UNDERGROUND SANITARY SEWER LINE TSC-, • •.'i RIM=154.78' �r � I VERTICAL WATER PIPE -�—•- / .' ✓ LE-140.81 '• N WATER METER C8 GRATE A WA TER VALVE —m--w—UNDERGROUND F1 Bf_R OPTICS LINE / / �`� l 1 >' Il Ir /� �a S5 INi \ �- e1 IRRIGATION CONTROL VALVE AI / Y// ' ` ``� J / ' / ' / R1M-154.46' ♦ -163;4 - —�—•-- / � 0 SPRINKLER/HOSE BIB UNDERGROUND WATER LINE GRATE �� V 4jY f' � / TE`1;9.4Q' ; TRAFFIC SIGNAL POLE GRA VEL '1• / - TRAFFIC SIGNAL BOX —*—I—UNDERGROUND TELEPHONE LINEr i i i T TELEVISION 13OX 1 / / ` r / //• / ' / � CB CRATE • TORM H In VAULT WITH UNKNOWN UTILITY —M--M—OVERHFAD POWER LINE 1 s. ,• / -16377 - ' RIM-16 .�1' M ELECTRIC BOX rnL � PONER POLE UNKNOWN UNDERGROUND UTILITY (7A SED DEVELOPMENT r4oa�2�arAv�M / ,'•\* t4 \ NS, f. 1' / •' I > LIGHT UPON ASPHALT PATCH _.00ATION I ♦ � /' ✓ ,l` epi, GU Y WRE CAM W WA WWF GAS VALVE —FENCE UNE 3sau42sa9 jI \ JCB GRATE GAS METER TEL-EPHONE BOX I I EXlsrNG LE-14'3,99' r� .,� GRATE ,} TELEPHONE MANHOLE , in NQ GRAVEL. 1'r9" / 150 I r -1'50.42• SS MH -., SIGN NOTE: UNDERGROUND UTILITIES DRIVEWAr ID IA/-166.19 .ARE APPROXIMATE, SHOWN ON 1A35.05 O 1.E.=145.00' [� o MAILBOX THE BASIS OF SURFACE �- % CONIFEROUS TREE W/ CALIPER IN INCHES STRUCTURES, A5-BUILT MAPPING, �* DECIDUOUS TREE W/ CALIPER IN INCHES AND 1/17LITY LOCATES BY OTHERS. Ss Aim &4 TE. 1=.06 (SEE EXTENDED TOPOGRAPHY AREA) � ' - /' � °� ;� / 2 I altr+ac am PRo►aEc1. 206179 A SURV � oM1 � : • ,.+ •------•--'_ - .,.......+..,+.w+. - • -,.,...,.o,... o...w++•.w,-a.+c.w+w a ��® 1 ^T'�S Kr'dq,k•s+��Q "„W ••w' '.... .. �. .• °`•`'K .+,r •,,,+,u,., __ +.- .s....n. ..,,.c,z,r. :a:, .'.:� :�s +"""' ..•'+4:v:Y+''+A;.N•'•. .•!++R>w:yp+w!+rnna+mw+rn'Io:wT¢I�17+!ekvdienr n+ �. 1 h � rrr 111TV11111111 i�11rI' 1 • i • 4110 I s .ale 'r _....a, u. a, • • r� n.o...,•,.,...........wYt,.....,...,...r.rw.w-o..... ,....,. .+....,..+..-.«+, ...►.re ..... . ... , -. e•.+ir,.r1.+1►.r-w,...,.+..wr.. w,a.w, .r.rrr,«s. • t y1�X +. _•«....,,,.. ,. - ............. w+aa..,...w....•«e, s...v. ..a,...e... w. .+...-w x-. ..,. rwr•-r ure..-. .. ''w ' • F - A - "e`+�w"^r u,wr+rrrw. «...w.wr«k• - .. +s.►•-e++-• . ,.n..eM.wriiMi Y' -- ....•-ae..rv--.,..rr...,.....aa.•.,..w..e+.... .w .s-_ •r...w.•.-,:.T _.. ..... .. .-. wrr..........>...r.w..._....-,... ,....ny•...w.r,...m:..z.w..r•,y+.w- ..._ .,,••r,.r,. •,. • ./4✓lye!,�e'ut•r,+u.r. .c-,•...wwM ,.aw•w+ ,R,n-►••Yl+.�.•aR7wrnr. wr+wawaM,r.. ..t .+.w-:•..►.•.ti,. ., ...:-.. ,• -W+u.:+ r+rr,rvtcPw'w,u.+.*•r�iM/�/ri A .p...r- •i.. �l, n ' V*� :i 4 y 1 ,t 1� BUILDING SYSTEM �!�NNOTATrON 3645 TERitALB SYMBOLS SYMBOLS ABBREWATIIONS P r;c �. IxoN LAND,OR NUMIlm EA EACH JAN JANITOR 8 SOUTH AD pF p •UdCNtillf>E O GRIDLINE LINE N ANCHOR BOLT D EXPANSION BUT jT JOIST E STONE BASE M771AC AM TIG CONCRETE EDC ErF.O'YEE Di:VELOPH,N W CENTER JOINT SC SOLID CARE GRAb AN(AJ:DOdN.WOit IA�9N ACCIUS AOOUS W-14L EF DOW16T FAN am SEAT COVER OItWENSER ACPs ACOUBT.CEILING PANEL SUFfE)( NDTES SCF SPECIAL CC.METE FLOORINU • va DOUBLE DOOM Dow NII M' t r DOOM TE) EJ EX EXPANSIO YGI,NAlm H�NIeHN BYdTEM � KNOCK-DOWN SCHED SCHEDULE �\ AD AREADR GELDING TELE TYPE EL kIEVAT O N JOINT KTr KnCHE N SCR SATELLITE 00MMUNICATUJIE ROOM AD ATEA DRAIN SA1M , SECTIONNNABEt ADOM AIOEDLNiI E LECEUS ) go SD SOAP DISPENSER ASN ADJUSTABLE ELEV ELEVATION ) SOF STATIC DA•TT.'E FLOORING AMYL7 RCHIRAL At, SHEET REFERENCE AEB ATECTUEXPOSED STEEL ELEV EEELLI/ATO R Ki KNEE SPACE SEAL GEALEMARDENER � AF ACCESS FLOORING EY WRRANCE MAT _ (Ag�K (ANTFS'TAT)SENEMARDEWR AFF ABOVE FINISH FLUOR SNCL ENCLOSURE LAIII LAII LAMINATE(D)ABOOR SECT )�9 a AHU �_ � AUNT EP �Y�p��Tacm� LAV LAVATORY OF SQUARE c CONCRETE PLUMBING ASSEMBLIES L , tp _ t AZ 1 WALLALT ALT9NATE 110N BAHdiIER EP EQUAL PANEL LF �FEET am SHOWER T(SIiFFIX I DENOTES E• GROUT -- - GRAB SAR ASW ALUMUM EQUIP EQUIPMENT LJ� LAMINATE I ll"ONG(i OOKM TYPE) SHR SHEET ANOD ANODIZEDENR EMERGENCY RESPONSE TEAM 111 LEFT HAND SHTG SHEATHING EXTERIOR ELEVATION AP-0 ACCESS A AA Et.(SuFFm r ENDNOTES TYPE) EW EYE WASH (� LEFT INAHb REVERSE SECURITY INVESTIGATION(ENTER Lim LINEAR SAAR K EW EcJICIR WAY WATER CLOSET L LENGTH SMS SITE MANAGEMENT SERVICES n (WALL MOUNTED) AAUTO RM EWWC ELECTRIC WATER COCKER L LIGHT am SANITARY NAPKIN DISPENSER CONCRETE U MASONRV LUT ALA( AUXILIARY EXIST D�IMG LL LIVE LOAD SNR SANITARY NAPKIN RECEPTACLE URIINALID _ A AWP AVERAGEAVG EMP WALL PALL � EXPANSION LR LIVING ROOM SPEC MEC�ICATIONS LLV LONG LEG V01TICAL SPF SPECIAL FLOORING( ) y EXP E P08� Lad LIFE SAFETY SYSTEMS SPIQR SPRINKLER Et 1121 SIN'Soles _ _ AMR ACOUBTK'ALWNAtt T AE/1TIEM EM4fTRUCT EXPOSED STRUCTURE LSL LAMINATED STRAND UJM@Bt SPL, SYNTHETIC PLASTER STEEL D tl ITEt10ft 6,EVATON WALL MOUN�:90 LAVATORY M BULLETIN BOARD EXT EXTERIOR SQ SQUARE SNrUe 100 ALUMINUM ] dSUILDDW(XIAINEUwATION ROOM MATT MATERIAL. MT SOLID STMISUIR ACKI Pbrdom4 OR 97205ID BOARD •. STEELU M.221.1121 drnl STULIINOM MAX MAXIMUM ST4 STAIN."FIX r DENOTES TYPE) PUB[ N/3.22i.h)11 RINIE#t.SFJILMIT,AND JOINT fxLJIRo POI.tl*TYIBE COUNTER LAVATORY 1 SKs OPACK(a�0 r DENOM TYM FA _ IN MAGES BOLT STD STANDARD rm A _ ® A21 DUAL a DRAWING SET �d r DENOTES T� FAC FACTORY MEESF IIOOPIEDALARM NO �BITl11rNhNOIE BABE q�� DIEL STEEL TECHNOLOGY GROWSLDG � am BLOCKING FAC FACTORY HUSH MSM MOP i BROOM HOLDER ST>rt STORAGE IOtIXUIN W1000 tLRR�t vl d®T IONGMNIONCAMN ME fF1W � FIRE COMI AND POSIT NAC MAGES CABINETSTRUCT 87RlCTURAL (�>NMUOLN11 PO FLOOR GRAIN XM_ SUSPEND(FD) ROUGH WCUOD LUMBER DIMIQIfi Frit�MUSI SM KAM PII DETAIL IN PROJECT MANUAL SM 1110K MARRK FDC FINE DEPARTMENT CONNECTION MW MEDIUM DEUNSITY OVERLAY ~� ,•/ BOC BOTTOM OF CONCFETE � FOUNDATION MENET MECHANICAL T TREAD RAw�TI NUOm am 111011 OF OECK(NG) FE FERE EXTINGUIS}ERU TOWEL BAR Mf3MG MEMBRANE SOF 0011 OF FRAMING F �I�CABM MEZY MEZZANINE Tia TOP A SCIn oM WWoc10 F1itlSN Q WR MANUFACTURER Tm Towt4m REVISION NOTE NNOT BOTTOM BOTTOM OF BTS PH Pn wtv CAiINET MH MANHOLE TEL TI LEI410F RNC PARTIGE BOARD STWN aEr*TA-N OBIT Ft MER �I TOL T1�D MAU , TQ%%1UE A G'-100VE SLlf1 NUSrESS UPDATE MEETING ROOM ANS ��1S 7m TH SS) O SIIt SNRT 1JP ROOFING LUR BHT MIDMASONRY M SONR3XA Ti TOOL JOINT = KEYED NOTE w CABINET MP61 PANEL(SUFFIX r DENOTES TYPE) TOC TOP OF CONCRETE PLYWOOD CB CRTC"BASIN FO FACE OF Ms METAL STUD TOD TOP OF OECK(ING)OC MP FOC FACE OF CONCRETE MiNA TS MULTI TEFT BUILDING TOG TOP OF FINISH GRACE GLASS ISEM" Opt CACU•i ERMPUS GOWTROL CONTROL L POF FACE OF FINISH SH mm ROOM FOM FACE OF MASONRY METAL TOM TOP OF HAAINONRr C ? wID01N TYPE VFW CUBIC� L WHWG FOB FACE OF STUD MULL MULLION TCW. TOP OF PLA © GLASS(ELEVATION) FIRE PROTECTION CID CORNER GUARD POSH FADE OF SHEATHING TOS TOP OF STEEL CH COAT HOOK FPL FIREPLACE N NORTH FOw FACE OF WALL TOW TOP OF WALL CONSUL TANTS ® SYSTEMS ROOM NAME ROOM NUM@ER Cr CENTERLINECAST IN TsTFR PIRE RESISTANT I'm NMAPPLICASLE s T�:TEF EL R DISPENSER RMINSULATION CLO CEILING NSC NOT N CONTRACT FIRIE-RATED mc NURSE CALL TSM TOILET'SEAT COVER D03EWFR FRP4 FERGLASS REINFORCED PANEL, NIC NUMBER IN TV TELEVISION CML BOND FRPT rW4fEURDANT•PRESSURE-TREAT® TYP TYPICAL /\ r,r• anis ooNDR+�rE MASONRY UNIT MOM NOMINAL MITT aMAAT10N ® BOE�� (M1FF1X r DENOTES TYFE) FRT FIRE�iETARU]ANi TREATED � CD CLEANOUT AD US* _ FEETSMLNtE DAMPEN NTS NO?TD SCALE W ��A ELEVATION DATUM CDL COLLM "IONI FEET,FOOT IAC UNIFORM BU(wo CODE CrQUi ARCf1)bN,'Id a Bi St HEAD CONFIG CONFI CON UIR FfS3 FOOTING Sar atfm UL UNOE RWRJiFRS LABOWITC)itY GYN'81JwI SOAIM COVIN CONNO 10M FUR FURIilN(U(F11 0) OC ON c6nER(S) LION UNLESS OTHERWISE NOTED EngirIBBM Inc FEC FIRE ExT�INDILIenBt a CABINET cN�ELIG ELEVATION AST COCONETNICT10N OD OUTSIDE DIAMETERS UN DIAMETER UOLESS OTHERWISE SHOWNQ ® CONT CJ CONTORDA CONTROL JOLT am OWNER FURNISHED,cownv TC)R INSTALLED VU U IN TEE RUP'TABLE POWER SYSTEM cooRD COORDINATE OF01 OWNER FURNISHED,OWNER INSTALLED UR URINAL e Fa FIRE pX OORR (ARRIDOR GA GUILIDE a GAGE OH OVERHEAD WALL MOUNTED Rf PNS H MATFRAL-TYPE CPL CEMENT PLASTER GALV GALVANIZED OPND OPENING VEL VAPOR BARRIER(RETARDER) CIPT-0 CARPET(SUFFIX r DENOTES TYPE.) as GRAB BAR OPP OPPOSITE VCT VINYL CLO POSmON TILE(SUFFIX r DENOTES TYPE) OWNER SYMBOLLEGEND � TQM JOINT a" (SUFFD(I DENOTES TYPE) � PERFORATED CRASH RAIL OL GLASS �T � W COX PERPENo1C" VET VESTIBULE COUNTERSUNK Dl GLUEdJ1MINATt� vG VERTICAL GRAIN ^ cm CENTER TILE(sUF�(r DENOTES TYRPE) an GRAILGENE ND PL PLATE y� VINYL VINYL CTOVE(SUF T��) v `d STRUCTURAL , I CTR CENTER GPB GENERAL PURPOSE BUILDING PL PROPERTY LANE R _ Nwv WALL TAG cW COLD WATERER a" GRILLE(SUFFIX r DENOTES TYPE) PLA" �LAMINATE(SUFFIX r DENOTES TYPE) VTR VENT To ROOF STEEL OECKM cY CUBIC YARN m GENE3ML SITE SERVICES PEAS vm Van WALL COVERING WALL TYPE.STUDVPE WITH AND D oE�rH+ w GYP" PLYWWO PLYWOOD � NBULATIONr TINS SISI cO.LA/A WE WALL AND WALL Fail HENT Q DEMOL O EaOUNT � PNE PAIR PMJ DFD JOINT FM1ER w �� 4� � �C� DIA DIAMETER " HK'l'all PPM PREPRINT®METAL W WIDTH � W Q STEEL PPE COLUMN FIFERATND fHawq DRAG OL40ON�AL HHS HOSE BIDS � PRE Wr WITH OBI DRA NSION HEI HOLLOW CORE(MATERIAL) PREFAB PREFABRICATED D WINO WITHOUT y C9 VIP OAS HDR HEADER PREFIN was WOW B&M(MOM F OEN(7rES 1'PE) � ca W HNOWD HARDW OO PBF POUNDS PER SQUARE FOO? WIC WATER CLOSET 2 C E7NE7R DOWNSPOUT DOOR HIDING HARDWOOD PSN FOUNDS PER SQUARE IHCHI � WALL COVEf TNG(SLk MX 0 DENOTES TYPE) :TEFL CHANNEL Dd oOWWINSPOtrT Hw HNOL.Low�,ETAL � PRESSURE TREATED OTL FETAL HORIZ HORIZONTAL Pr POST Dw OdHW0 dHEIt HPL HIGHPFtESBLIIRE LAMINATE PTD PAPER TOWELd3PF]rSER WWF �AXIPoC Z HR HOURPOLY-YOM WIDE FIRINGS c01 LAM owe N o HPM HAZARDOUS PRODUCTION MATERIAL PTOfMIR PAPER TOWEL OISPJWASTE RBC£PT. wFs WOOD FLooFFLOORING(SUFFU(r OBfOTP$TYPE) PVC POLY VINYL CHLORIDE � Quj WNHEA I WH WATER PJ000( PAIR SYSTEM i Cp M E( TER Q"T HEIGHT I(OFF MAT Q � nIE HVAC HEATIO,VENT1lATING i OT OLUAItIRY TLE MIP WATIM"00 (aD) 1�� AUR CONDIIX)NING WPS WALL PANEL(BUFFO(r DENOTES TYPE) �a FIw HOT WATER WR WASTE FECEFfACIE FIWY HIGHWAY RAD �� WR WATER RESISTANT C4 F04 RESILIENT BASE MUFFIX RC RESLEENT CHAINS rte ) wT WEIGHT WINS WATER ANr BAlit6t 6mF#Kxc-cr ALAAE HBc INTERNATIONAL BUIUDIND CODE RCP REFLECTED CELm PI m ID MGM DIAMETER RD ROOF DRAIN YD YARD IN INCHES RW ROOF DRAINOVEkFL01M NK'PAN w-VAIESCENTREE; RBMWCE INS REER REFRIGE.RATM MFO I FOIN100" REINF REINFORCEPXINM INT INT6m REOD REQUIRED INV INVINT INdU- IEU"'EMXION) RFS �xFOORING J RLI KM UMVFASIN RH RIGHT HAND Q RHNR RIGHT HARD REVERSE Pftft RM ROOM Ro ROUSERIr RTS TILE PU Ruddet TLE PFD(t DOOM TIM 'vM RML RM WAM LEAOM X 0 c� FIRE ALARM MGHMLIST110E WALL Mo1NWa FIRE IFIRE EXTI Ul M SARI E)XT'ID1AWA RECEDE@ FIRE to DXTIM UWSHEtCADETELEORVATCALL BUTTON7I:LEPINONE ELECTRICAL ELECIRIGLw rHittOUTLET OUTET OUflETAT- C/1EINOIaC l Lw b b I NrI<ISOIrI■Ir L----- I ALlTYAb'/EJ': I I- ACCESSIBLE r1STJAES NSWI E A CLEAR FLOOR SPACE CONTIGUOUS. — SANRARY I - NAPKIN NOTE IF PERMANENT SEAT w PROVIDED, OR OACED I THIS I CL ACCESSIBLE ROUTE F En T DRAINS SHOULD III D SHOWER HEAD AND CONTROL MUST BE ON HANDHELD SPRAY IL(Pam*m"isk-st t2.22-06 BE PLACED IN TENS CLEAR R,OOR SPACEis r CLEC R OSSC CHAPTER„ -WAT HELD SPRAY UNIT BACK WALL THE PERMANENT SEAT MUST INNIT W1 NMI"HOSE W1 � DATE.�,2. os DNIPTCIWl3 DMPEISFA BANTAM/NAPKIN NOR R)MEHAMIOID AND COMFHXIUtAT1O/D or CLEAR FLOOR S11ACE w!rA,r HOSE rry HOED E ON A SLID WAN_THIS OPTION a NOT FIxEtU HEAD -- AND WIAgrE COAT A eX �--DISPENSER! PAPER 1!r HEAD MOUNTING OPT. �• 1 r MOUNTIE OPT. RE(�fRCIE AOR EIXCEPiT01N;DRAINS MAY RENEGE IN XXJ=AR FLUOR SPACE PROVIDED TONET BEAT DOVER ADJUSTABLE CQAT i IRiilTY SORP -NANO DRAIN HOLES D0 NOT EXCEED 12 DILL MAIC,FLOOR SLOPE Do"NOT �—� �GRASBAR DISPENSER COVE t r'-,r HOOK- DISPtINMA DRYER EXCEED 2%IN ANY DkVJ TK*k ANTI THE ELEVATION CHANXIE AT THE ( 11-3r ADJUSTABLE SHOWIER HEAD BAR ptA1MY BY.• LAB DRAM UP DOES NOT E>OL'EFD tlr" TOILET b 1T� ' T F T-0' r' X� OF STALL) URINAL, SHOWER HEAD BAR I 'r SANRARY NAPKINNOTE F LAVATORY LJ1N �+ DISPOSAL CONTROL�i< Hr° P P� W �- �— - I I I I - w TOIErN'APEit AW r , - COAT aUTLITY PRO►IE-CT.• 2MIM oIsPFNeER HOOK Ir MMIIWEf d6AT +�'URINAL _ - _ `� ' aFaRtANCR� b ; k k `y + k 3 ct- 7(o AND noNurAONr _ oRRI� cu ,r 4 k DIIIWFaw lRDINIAdIT NI I PutNllEia�r dl m u LL eo00 7xm WALL am WILL a4cN IIgLL Ai , � a n=on.:. fill MEN"- glop ,.,.r.. IPi qTp� 1�W u� uulu� dt tul uu!uu u� ,ulImTHHTiu ,.:..._...-,;.^.•mM..:�•n y'-.Li,-wr ..r,...-.4w„r..,ua i'�+♦r«nAP^.�. ,._.a..�'�.�YWM.WVI„ +..Yw•w�.Irr.nlrn..a.w.ay.+F..,_.........,....a .e.,•rw►rs ..r..._,.... ...-.... ..�....,.,..wm;>rw.w.•.a....na.sMe...r...u,.�... ,.....,..na...-. , - - re,.+««v.. ... ,. 0 -Cir 4: t CODE PLAN GENERAL NOTES I. 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DOOR SC.I�E(BrffT aft) + . ♦ + a ♦ + + , ► + • # + + • { + • } , • • + ` ♦ 1/! 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Cll'DE INF�: TED BELOW ONLY LDTS SOW SPEt2FIt;REAKAREMENTS BUT DOER NOT LIST ALL CONSULTANTS +• l• N Y Y er NNW w 1 OCCUPANCY GROUP'(CHKwrER 4 S OFFICE(TENANT IMPROVEMENT BY OTH91S)70,320 d Aa ASSENKY(TENANT IMPROVEMENT NY OTHERS)ZFSO d EXTERIOR BUILDING AREA LWDER CANOPIES-1,120 d 1 OPUS* TONAL MADNO AREA-14,3/A.l �� IVt�bft& 41 41 a ♦ + ♦ ♦ , + a + } + + ♦ ♦ f ♦ ♦ • } + ♦ # ♦ ♦ ♦ } ♦ ♦ + ♦ « TION TYPE: TYPE F9. D r'"Y'119 m Ifs 41 14 a f + # +-+ • ♦—+ ♦-♦ + , + •# ;�t r i } �-• -}-� • + + ♦ + •` ♦ - --� INUK ALLOWAE.E!LOOK AREA AND IEIOIf T: B: 23,000 OF, 4 STORIES + • + + # • + • , + • } • • + • . + q + • { + ♦ #PER trl Z t,EXCEPTION 2, I • f + • • • + q + f I+ • • ♦ } + l ♦ q NItACL / I y ♦ } a �p�( • ' + ♦ + • (TABLE HQIY ' ♦ • , + ' 1 + { • q + ' ♦ + + ' • + q • + • y + } • �.y ya� , +I• • ' a + } + ` ♦` • ' + + TIONNOTE) TDOORS■10!! { * ' • 1 + ` , + •` + ` ♦ + } + ` ♦ + ♦ + ' + ` . + ♦ + ' ` ♦ + ,1�/` + ' + ,` + ` ♦ + }' + ♦ + ♦' + q' +in DISTANCE_ + ` • + 1' + ` + + ♦ + ALIIOBNTIC�ET1 N-C �: MASE ONE STORY(5 STS ALLOWABLE) OWPMR ♦ { 13 8T <151',OX , + PRBC.801.2-HEKSIT MODAICATO* PROP ED 3 STORIES OX �u ` + `+ } + ' # '1 ♦ '+ ' ♦ ♦ `+ f + ♦ f , `+ ♦ # , ` + ' ♦ , ` ' '41 h ♦ 'I • ♦ ' , ` , ` ' ` ' , ♦ ` } + ` } t ♦ ♦ # ♦ } # ♦ ♦ a f ♦ �-♦ •.�, -fes♦�3 f q + a ♦ . ♦ , + ♦ } a a ♦ ♦ { ♦ ♦ } # ♦ + } + # ♦ + q 1 ♦ + } # ♦ ' } # ' •` • •' +• ' , + + ' . + . ' ' + ' , +' . •I, + # a + , +1 ` + ` , + + ' . . ' + ` . ' 1 . + , • + ' .I a . + } + .' AW MIWA 011rlj TOP TAL�a ASI•AIM•HIS , (ton 6051) (At x u 1001•IN x unOq ' ' 1 ` ♦ #I` ' ` ` ' # ` ` ♦ ` ' h ` ` ` ` 1 ` ' ♦ ` ' 1 j f ' ' a q ` ` ` a (+ ` ` + ` (EIS VIM Q3.000 x SIM 1001+p3AOO x 2MV 1001 } + 1 ♦ ♦ } a��+A•+ ��.1_r+'r S..•.# {,�r��.i.r �.�T j*.a 4�►� �T��+'-�• _+�r��_ -` r'>��" + } + +` ♦ ' q + a A■28.000+14,162*46,000 41 ea ter • _ T 1 AkvmM@ Am-8&ll2 x M ftm■2w.6r6 d J +��♦ ♦ 41 ♦ ♦ ♦ + ♦ a a ♦ ♦ h + ♦ , ♦ a } a + ♦ } 1 } 41 + # • ♦ a + } (1) ' ^ + • a } ` , + • 1 + ♦ # ` • • ACTUAL AREA. W ♦ `' } `+ ` • ` ` ' y ' I ` + 821/ `+ ` ` ` ♦ + ♦ +14 + + ♦ ` , ` ♦ ♦ ` + ' + ` ` ` a RAST FLOOR 31, 01 a d Lu ♦ + ,` + }' + ♦ , + ' ♦ } ,` ♦ ' } + +` + .` ♦ + ♦ f + ♦ f } + ' 1 ♦ .+ , + 1 I+ ,+ + + ♦ + }a a 1• y+ + ` a I }' + ` ♦ SECOND FVJML uAllid • ♦ ♦ , ♦ ♦ + ♦ 41 } ♦ ► , ♦ + ♦ 4. } ' ♦ TI400 FLOOR 21,48!0 d Mc �o ` ♦ + } • ' ' a ♦ ,+ + • } ' } ♦ ++ } y + ✓ ♦ • , + ,' # • + q } �+ ' h ' , } ♦ ca Lu ♦ ♦ a { + • EXIERMAIEA 1,12ad 1 + a , • + + ` ' ` ' + I I TOTAL BUl!)M4G AREA: 74,968 d<215.618 d Q Q + + ' CANO 14 -- + ' h 'f ' #+ ' `♦ ' ' ' ♦ '1 ' ' '♦ 'a a '+ '+'• + '+ '+ 'f'1 ` a�+ ` +' — -- BUILDING CODE IMii'SC REQUIREMENTS Q CL 1,,oUR AID Q.oNBT11MlCTM71! man FIE REmErnE REOUI�f Ts STRUCTURAL FRAME Qw P11101m T NAME SECT1OM 70P AID RAA (TABLE Sot:) sEARB+a WALIS�EXTE7UIOR 0101 SEARBiO W&U.&I f ITlR 0 M NON SEARMID WALLS•EXT. 0 ITR<10 N NONBEARM WALLS-Eff 0 H R<30' NOI�ARMQ3 WALL&W. 0 NR C2 SECOND FLOOR- CODE ANALYSIS PLAN Om *a SCALE t'■OW ROOFS 0 m CO) SIAFT ENCLOSUML- STAIR AND%WT ENCLOftW_S I HR y (SEC.701:) <4 STORIM • • + ^� • r . • � n OPlN10/ROTfNCT101t IEE WALL TYPES(BEEFY A0.1),PENETRATION ., ., O Y „ ., (BEC.i,ek) oETAB.B(arIE�T AO.Z),DODR BCNNENX>LE(8/{ffT Z a DO7 DIB02NAR(f PER A2 6y AND MEC14ANSCAL DRAWMIOS. I 1 O— 13 1 I I (p A�a0W~UlMI* (lw FlED FUTURE OCCUPANT LOADS) Q fta ACTUAL OCCUR T LOADS TO BE PROVIM Slf 2t800 N 1001(gFRCE) •3(ACCESSORY SEGS\■tae OCCUPANTS Q FUTURE TEWNT IMlgVNEM INT NACNIA®B EWI G VAM RE WIREM.. 235 x 02■4T.8',(123.1'PER STNR(W CODE MIN EXIT WIOTHQ + ♦ ♦ ♦ + `♦ h ++ + + # + ++ ♦ f a } } • +a f + + a `+ ♦ + + + • • 41 ` 1 + PROVISECOND FLOOR: + a ♦ } , + , + + } a _ 1 ♦ + , + } , + } a' } a' + h ++ } + I PIbVIDED 41f CLEAR MtM�M6Rd PER STAIR. + + + } + + + ♦ q + + , + ♦ , # 1 ♦ + } , 1 a ♦ » }�+ + # + ♦ } + a + 1 , } + a + }r -. __ _- 1 ZXM3 1100(OFFICE)+3(ACCESSORY 8PC8)•239 OCCUPANTS • ' _ ' ' ' ' } ` ' a ♦ ' ` ' ` E78T>tlli YAM 233 x 022 46.r.OR 23.3'PER STAIR(44' i ; •14 CODE MIN EXIT + � 1 a Y •t } F f • • + + 1 r ` ♦ ' } + a } + } } a ♦ + , a + + + + I PIgVDED: 41T'CLEAR MN6MR11 PER STAR FIRST FLOOR: ♦ +' + + + } + , q • 1 q ` f a # + + , `a + a + 1�Ra q . , a AL a + + a + } + + q + • } + • # M }1 + + + } a + 1 + + + ♦ • + a } + a ♦ } , 1 4 q a + } + , f + + a + f a + ' + + + ` ♦ + + + ` + ♦ 4 a a a a + + + a + + + a # + • + } } + , + + + + + 1 + a + 1 a ` a + . q a 23.4711100(OFFICE)+4(ACCESSORY 8PC8) •2aS OCCUPANTS EIOTUNO WIDTH REQUIRED: 235 x 0.16■36k5',OR SASS`PER EVM 4 41-'` -� +—• - — —• t+ THE EXT 6m 8110117"ME ' PER SECTION IOUI+ MIAXIIY6IMA OF 80�OFEXCIS'T1ON11,/• PROVIDED: 9�'CIA MIN.t'A EXT. r. ` + 1 ` ` ` ` f ♦ ' ` y I ` ` + ` a ' 1 ' ` ` '11 ' 1` ` ` 1 ` ' +4 41 l/lfK/{/Vr14JW■MRwI.1 M♦YII �.. + ` ' p , • _t ` a ' ♦ I, ' f I♦ , ARE MET. • _ { • h + ♦ } f ♦ ♦ + } , + , + + + } # + } } * a + + + + ' } h # } + a + + : (�FILE RESISTANCE RATING DUE TO FIE L- ar� •.3� Z�• ..► + + (�►1 r+w♦.-��, # �wrr-+ +Aid: , ' +T + } + + ' ' ' • ` ` ` ` ` ` ` 41 + ` ' (TAELE 1011!.1) 11FRONOBI SYSTEM I o-- # ��i4IOUR FIE SARIVIR EW STAR }# , ++ ♦`+1 + +a +*# } i # �• ,•+ ♦ + } + a` a * # ♦ ,, a Ia q a'♦ + ♦ ♦ + q ++ + q +' + ♦ Ia } 4. + 4. a (2) + , ♦ + • J* # f ENCLOSURE PER SECTIONS 105 ♦ ♦ ♦ , a ♦ } } } } } q . t 41 41} } # # , + • t , , + + 1' 4. ACCESSIBILITY REQUIREMENTS L ` +} ` +` +` ' ` f` +1}' +' ` ` INTI ,` +4+ + f a + + a + + # f. + ia`a h} ++}' +1 qa • + +i + ` ,` + a , •+ q q' + +' ♦ } + +` } q ++ # �a } q + + , + _♦ ♦ + + + , 4-+ a r ' } 1 h+ + + , } I I �1E1 THE/Re NO DRUM OON�)TO CNMPTER 11 OF THE 2004 �—� + • + , • + a-�'-} + + ♦ , • +b + + a + + a + + h a ' } + a 1 + + + a + + + ♦ OREGON 87RUCTIRtAL SPECIALTY CODE --..-- arM a� + a + 1 • a + a - --� LQA1E: 12.21'.06 • I ��;3 f �a , } + / , } ' ' ' • a ♦a ` -- • 2 DPUBLIC RIESA E ASE FORACC EOIEBB + ♦' + y` + + + + , + ` ♦ ' a' • , + +# ' ,NT« .' +'�, ♦ ` I+ ` # , ' + + + + 1' +, ` } } a' , a' • } , ' + + ` - AN AO�E ROUTES ARE PROVIDED TO THE PUxIC WAY FROM a a « , + , + ♦ ♦ ♦' } + + , y + • * ♦+ , `1 ♦ , a +a } 1+ , �, a , a+ , , + , as ♦ +, a , + ♦ of + ♦ , + I REQlRl87 UeXTT D00RS I CHECK: LRS •- -- - - • AUTIO0011 TIES: STY OF T1GMO �_WN BY.' LRS 1AIOUR SARK®t AIO AREAS(XS`BULIOIq I SWIFT PBt I AOt�M.E Fk ill SE>F STiC PLAI1rSI�TA1.1)AND SIZE DO�dr PUN(StBET C� WALLSFD WT IT SUR110UID81O I I SECTIONII 708 AIRI701A I I I PRwEcr 206170 YYTR MI 11E (-- ---- HIORIigITAI HT40ECRON OF THE ROOF OR IRLOOR AMOK ARE / `r INCLUDE)IN THE MAURO AREA / SFr♦I SW OEFKTION MM � N AO. la 01 FIRST FLOOR - CODE ANALYSIS PLAN lCM& IN off4r -1 D s 3 =I 4 s r...�..-.... • VI►�A'., �. r•,,....,.... ...-.«�,.,...,�,,.,,,.� �IRG�'Urw14MINIIHII ate... - • .., _ ._ --�,,, ..*•r.•rnc,� .�. +IEI~x..�..�.. 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SEJE FLOOR PLAN SHEETS All TH R U A2.3 FOR KrE RNOR WALL TYPE LOCATOLL � Ca SYSm SYSTEM wml VARY. S TUIL -- sEE STTu►cTTxRAL URAWMi08 y 3645 ABBBKAS VARY.EE FLOOR AND ROOF PLANS CrE WHiERE OCCURS w T L. DN A02 Pqt FLOOD AID ROOF ASBBAIES.t TYPE'X'GYPSUM WALL BOARD SPECF*D THRQU*CVT. PROMDE WIATBt IET�TMf P(iYPaY glllh Mel ill OEq(-SEE 81 RUCTLi11L�y4am Ma NftRaiW 1.23wd4itAaM� - AND,0RNadoarbrp Web F�as-2 F*t L Raftq d 4N F lase NSM 1 Cf1 ML R TYPE 'X'CUN ENi SE WALL WIEiE PUA�KG N�7(71JRE ORXxNL � • ° QYJMiGSWALLS NDNJITED wwm SOUND ATTHAaJ11TLON somAT10N TO mur AN On RAno OF w OR MORBI SEAIJ►Nrd M GYP6LaMl eorlrRD 1PY � Q NOR"Jaid YAM-39 h UNLESS OTHERWISE MDICATED. I R'' LAP METAL DECK SU THE Cba S'". a d Cspmbon-38%Oumownbm S E>ilrion \ d ,° 4. REFER TO AAI MM2!FOR TVPICIIL WALL I FLOOR OR ROOF DONT SYS'TEM ` / d d ° d v HOURLY RATING ON 1 , Y RATMIG OF THE WALL. M • A S. NTEpOR FINISFN OYP E OF EXTElMOIt IIMAIIJI Sh TENANTS(TTP.) __ , _ _ -IM�OHitOE OF FLOOR OR REOUMIED AT OPENING ••� PROTECTED WALLS ANLL. -�-.• .• ,�•~4 , �•�`�` �� S. All STUDS ro E 29 GALE lNllUE88 N07®071ERWIE ROOF DECK s► �•s' A _ HEAD ♦ +�-� _ _�r. "� I, n T pi. ro:a --- ' TRAM Q - ' ' ;r. r WIDE a 1s GA x 10'LONG PLATE Q ,r-1 0 24'O.0 FASTENED TO DECK W/ GYPSUM BOARD TYPE X � ill'x 1-1/7 POWDER ACTUATED �. } DRM93MB 0 2 r O.C. 4 '� _,r f i f ( _ ---lETAL STUD AT Ir O.C. STAGGERED ft 1.W DIAMETER x 1-112'POMANDER CELLINU SYSTEM SEE RCP --- ACTUATED ORIVEPNB INTO A 110111�ONTAL SECTION MWAL NYTIMPOR PAR Y11 AW GYPSUM BOARD TYPE X FLUTER 01'a•O.C.MAX �. A NON-RIR® n I.FRNW Amaaa-3M by 1-U4 k bitbsbd fto 22 MSO PM Marl anon b8 a lachod b rmrnrrefear SECT"A-A ---- TOP RUNNER REQUIRED u►YEFtB OF GYPSUM BOARD WHERE OCCURS 2 QIDIS fvwr'"GlrwlbilW.d t In.daq►by 1.8N h wYY41�01iorYd IArI 2!L YRG rlr MMl or Hlro --- -- � --'KTr PO�WDL•'R ORNEN \---.—RUN ,► 1.Boor Arwliy-The Had Mad drdulnaKrelo bw aasamiy aMlss b mwiudrd w b rnolabi and h Mr ANCHIOR ON•'SPS 0 w OC PER WALL TYPE To 1•MtAx FROM b 314 by,-u4 h�tibrlsd SIH 22 MtsRG PM emrll arNadlyd b�o0H bsbmwo pmaod M h CNC. �.OesalDrd h Mw irMvidud h i I I I BnMq Aatdn-314 by mm h,tMrkad kow 22 moo Pw MK wmbq bsbnsrl won Finor Co ft Dadsrl so ILL Fbe ReaYbrwe Dk%dM and alai baokWs No not b nosed b X fuq IHS SWUM alrrdtsd b Walboatd tdbefq 00^Mu om bmww- -M'GYPSJIM BOARD TYPE X TMKU METAL STUrD TRA L� WALLSEE �V L3 BOTTOM OF METAL DECK 11215W Srahma 4.Sir Argus-3N by/-1M h fdarbslsd burl 22 LEG PM sdssl 30 h bIr arnBwls spend wmBomSy mi A Bbd FHOor and Fam UrINm' -Mm 3 h(ie min)drip PM tlurcl utrNr FOR WALL TYPE SIYft 100 mmw Bun b R oG L Cwwvl*-Mln 2-11?h(64 mm)Mack nhlorad mtloeb,as rwxralswd som to q1 Pbm d Mw Som UrAL U!J -rETAL STD AT 1e'D.C. PadaPA OA 91201 •. S 09pwe Board' --b1M h Mlak 4 A wldL brow MW Mauled b bw,dk ad bwrbr w�a&9.127 IA Rod Aomm*-(Not Sfrown)-As an ebncsb b to Boor anmMy,a Are-m ad Nw1 Merl dock roof g M WAU/COLOW Ftff" TeL 303.221.1121 h.lbw by 1 n ft s dF• d ft«Nliapprq,Pt fta load aid smog Wand w h W.olds bW on=*may be Iced.The rod a.wlby alai be mwb+udrd dew mwbrrr rd it ft mmw d..atNbe'in NON RATED A4 TYPICAL WALL/FLOOR CONNECTION A'& CONNECTION PARALLEL TO DECK FLUTES H-HR) F� 503.221.2W mumd b bar alai Moa now d orblp mm or and.wit 0.121 h*a by 1 h.b g sbol flwmmts k k%MW P=Swwe Rood-Co"Darryl in Mw LL Fb Rssialrloa Dbabry.no ham*ralbp d and mw Wmd 12 h OC.Jail banwl Mr and oadw Waw abo tad aaaulb/j rflrr0 Da akHual b ar praalrr Mon Mu Aouy rirM d tlla wa1 aarwlbly and rhal idlda tHr browip WIALE` - Ext �'d AMERICAN GYPSUM CO--Typo MIX-1,AGC. wiuoun� A A S"Roof Dw*-Max 3 h(TS mmn)ENP Wk Mol Libd rod dock. A Roof kwr okm-hM 2-IM in.(57 mm)Muck pound YImIdlMiq ow&vb6 m nwrlsuwd tom Ire top owe d IRK So law a ilia. BEUKI NEIN B1iDMlfi I AYMALS PIOLIC C.Rod Coverbq•--HnI4nop W a mktappkmkm rlrairtar mmprbb wtil iwlJlrMr 2 arrre4e � —tl�GYPSUM BOARD TYPE X JOINT SYSTEM BELOW EASED ON UL HtWD004T,INSTALLED 2.Wd AnomMy-The 1.Z3 m 4 Ar fav rood Wpom bowditW Mrd was anovd*shi b,oawbucbd of AL STUD AT 16'O.C. MFRS MAY VARY.INSTALL.ACCORDING TO SP'ECF1C MFR LTD CO-Typo 009-1. SM w , - , rd n Mw nwvw Esso-"In!w Ndridl�l Li1M ar V4W Swim Wats and Pathan Dam in to �y�D�E FRAAMdi WALL REQUIREMENTS FOR ENTIRE JOINT BY87EK OONFFIM LL F'br Rnbtbrx s Dbwcbq rd did bdrde Mo baowiq ommoma l lookowc NON RATED ACCE FANCE OF JOINT SYSTEM WiTH NBPECTAR FIRE SAFING INSULATIONCONETE WHERE OCCURS SEE A 8bM~bar and�.esilp Rlrrlae-NRoor and osbq narlws d w.A aaaamiy Etas onwil d Pkv aasd . . dl.nr.shad b ammuntws mbd dmb(Moak 28}Won UHrlapard Moclo l dm.wi(Ilan,.W b usK METAL STUD WALL ]YPES LEGEND ASSEMBLIES VARY.vR RIM AND RDD~ STRUCTURAL DRAWINGS BFB AMERICA BIC•-•Typo 1,FRRPC,WFIG.PraRoc Typo C a Proflsc Type X asitq mmrwr y Mded wlNn to dabxftn dwe4d WIN 1 h p6 mm)Vp mmbdmitd b lmom Mn lop d aabq SE C2AiD C31 A02 FOR VARIOUS WALL TV -— -- PLAY FOR FLOOR AiD ROOF ASE1MBl�. maaw 010 by d dafiacbn Prb•Whm daBsdbn dunnl b nd mwl,aabq rumor ilsbt1 0 psrldlp '--b TOP OF METAL DEG( dmdm d Nod sbrl deck aalnd b vdgs wlsr Earl mom"widow a by Wali rpaaad rarest 24 h(St0 I�bILL 0�/� _ MSUTATHON --�-- ° SEALANT-LAP GYPSUM BOARD r BT'S CAWWA BIC-PmlRae Type C.F'RMioO Typ X or Paofioo Typo AblrAdablt At♦LIEU Gap FnmMW-Nolod CA*g Burr-As an Whw/M b Br air mm In No 2A,MOM NO. W(ER10R WALL TYPE A SOUND ATTENUATION ° LAP METAL DECK 1'.THE HOURLY siq moan lo aOtlsid d PN Kral dumd wM tdOW Ilsgn abed ftt lmosmwwftb sbd oda(Lbw 28} ---•618'GYPSUM BOARD TYPE X LETTER INTERIOR WALL TYPE T THERMAL 1RATING OF THE JOINT SYSTEM 18 SioBU osiq rurrrar bw4slad pwpwrsaalw lu dbwrdion d Marl Slid dart wd wwwW b volmp a lh dod - NONE DEPENDENNT ON THE HOURLY CANIAOfAN �001/RANIY- IaassonY rlcflora Spaced msx 24 in.(810 rrro)CHC.What slk+ll11 Sip nmmlar b iK altiabn edlsrmisl(Solon /fOl1R FRS MIdREt AL STIR 1.T 1N'O.C.Wf AM WALL TO'T'E FOR FOR dV 4 � RATING OF THE WALL. . 801ND SAT!t INSULATION \T OPENN:G PROTECTED WALLS Typo All G PSR 1P x1,RX2 IPCa1R SCOC SOC WRC w WOOL 311)Shad nod bo orad (OPNiN4G PROTECTED WNL) 116RIAL ARUTAT1pl R ONLY.8i PLANS. ME'TAL4JTE INC--.The%ebm OA FILE NO.WP,OR SW GYPSUM BOARD TYPE X VALUE AND TFE301Ead MBMM THiICKNESB OF SOUND ar GYPSUM OW,SLD OF 10 BI.JW STEEL STUD MMNIFACTURMIO CO TION am"Tom Ilr PACFIC Ao1er+-lkur 4�C.M(NvFs6. 1 kyr S t 819•STUD 1 1? � BOTTOM OF IMETN.DECK cuNr+sIPL TiW7S 2 21? 2-IM aTTD 21? DEFLECTION HEAD TRACK SLPTRACK SYSTEMS INC-SLP-TRK 3.11?STUD 3117 3 31x1 GYPSUM BOARD TYPE X 4 4• r STUD 3112' 1l4'OIMETE,'+x 1-11T POWDER S d 0 STUD e' ACTUATED O M1W"INTO LAFARGE NORTH AMM9S•J1 VC-Type l.f>F1�,l�Cu llAi�LGFCa L�lJ��, AL STIR AT 18'O.C. FLUTES 01'41'O.C.MAX LOAGIJA A2.IJdd Gaps Fn n W-CXpped Ceb18 Rww w--Pe an aNartr-1 b Mw cm ft nwwr M Nnrle 2A wW 2A1. Qp ./Nig P DOME FftAMPp f ilE OPUS. coped nrrw b mrid d 9w sfw donwl wM dM prwin m d in look" g wMdl po0v ly arg pe M» blaMa Mary d Mo Mrd rMids(Nam 28}Track strscl b aaannaodar and Mxr(Nam 28}Track Irlpse b bo RBt TOP Rl1NEftOpus nil 2-U2 it.(64 mm}Clppod oWbV.w w w kvrWW pwpwWbA r b dbsrlon d Had el of dock and nomad GA FILENENING .VW 1 72 WALL) IM1LL AS .T I IT OF IDB@fs,Inc Nt fto maeorry- do spowd a=24 h(610 mm)OC,When clipped kaiq«rrr r umd, OA FILE NO.WP 1072 } GYPSUM fL10MD HIREAE OOCLJtlB y y NAliOlNAL GYPSUM CX)-Typws~SAI.~SIC F8W{i FSNFC,FTII4C,FM+1,FiRC. b cl MSM iN E EXTBIXXi-SEE WALL SECTIO~! PER W TDRUN RECURED �?MAXCURS �� um (Ibm 3A)tMlal b riled PORTAL OF YETIII DECK FROM TOTAL STEEL.SOLUTIONS L L C-Snq Tkth N TED 8 EXTENDS TO SiRUCTUE NMS00 BUKDBdO PRODUCTS L l G DBA 1 1 HOUR C EXTQD r ABOVE CELM 2 2 HOUR VAUL TYPE VARIES PASOO(GYPSUM-Typ G PGA PG-9 a PGC A3 LJdd Gape Fromiq"-VarffOM Orseclon GeBnp Rurlw-As w i mala b Mw osNtq nrrr h Nara —,'X 2M'GYPH3lAd PANELS FLOOR PLANS Imm GINNER 2A,2A1 m 2A2,vmAcal dr6rcbn colmp mum lo kxrM 'd PN Marl dmnW w1h 9WW vo . 1 -m _ TYPE X FOR WALL TYPE 1 a r alp.rludwi easy Isalarla'Wft nnrwr.SloMad doc provldsd vAMI alai.buft c for pwrtwwd fadwiq d SOUND BATTS INSULATION a tUll 41YVSlE1 iIDUBTRY ISMABlA1N CO LTO-Typo EX-1 dIM Vrlbal dasarJforl OrUrq nmror frn4sNad prpwdor�r b dwrNorl di s1Nl dart and onowad b 1 HOUR SHAFT WALL -BOOR AND CFJLlrX3 J r+•F• rbrN�l N --y ardxn opw W raison 24 h(OlO m i,I OC.Winn rarbd Is pi rrl oWbq pilo b BS. CONNECTION PERP. TO DECK FLUTES (1-HR) 0 used, ' -,P-an dramtM(Nam SAI Mw/nod be used (OPENING PROTECTED WALL.) � RUNNERS WI C-H 3TEFi akrwLE t'a3•- � V THE STEEL NETWORK INC -VwSTrmck VTDn VTOM VTDSIXI wd VTDIW BARED ON CTA FILE NO.WP 7008 STC 36 TO 30 'SAT GYPSUM BOARD TYPE X O B T MO-TY NSAID l l T PRODUCTS COMP-Type TO•G Type X Vrow Pbrbr Bss►Typo X wirbr ASSEMBLIES VARY.SEE FLOOR AiD W"Pk ANS wileRE oCaUlHs SEE CL J Rrbd-Type KID Typw,Tt apE Tygla X FOR FLOOR IVO ROOF A�it£S DRAWINGS uJ W Ua M. OalrOa Fraria�-Nddwd C dlrq Rumw-As amt srmmsb b Mo oatMq Neon In Mama 2/,two4b STRUCTURAL 2A3,nolalwd 0wiq ruxwn lo OorlsiM d C.afwped pdr dad drmnd w0h rrAched mbar hongw Shad b tu maosmrMo I -m dowl rbida(Nom 28}IIctllsd ooerq nn w rrMaNtd pwpwitdbarbar b theclim d Aubd deal deck �i GYPSUM BOARD TYPE X METAL DECK SEE STRUCTURAL Tylo Aid C,P,AK FAA,Mme,PCAK WX SFO(.WRC ar WiM tLdaMon dermal(Noon 3A)she!wxleorsnot be�mat 24 h(OlO mm)OC.When noldwd 0afq nmm N !OL 87M AT 16'O.C. � OWIWOM � `w co 0 WED STATES OYPSIUI CX)- ��A� JOMfT SYaTTi�l PAFWIFI TO Y+ OWIMAR STEEL INC-Type SCR YF± Rt DOUBIF FRAMING SHAFR I/fALI BNTTB INSULATION 0 AL DECK RMTE"DETAL 014 THIS USO MEXICO 8 A OE C V-Typo AiR.G IPAK RXi,P7QI/('„AR,SC>L B}Ofr WIC ar WRX 01A FILE NO.WP 7008 STC 36 TO 30 RUNNERS Wl C-H STNS, �— 4•X C X 20 Gll WALL�VARIES d ° SHEET FOR UNDIES Q $0 STUDS \ �E�f/IOH f WALL TYPE d RUN RE•QIMRED LAYERS OF GYP" © �` A 8Ui-91rM rkdo b De min 3 618 h(92 d olds,&Wda d 1R b 34 h(13 b 10 mm)lea h Nrpri Awn \ ° IO fTYPDV 1 ��DECK � �Z _ aaaamddy flrillltl Whwa ll On cNrarrlM w reed.Mads rBrdwd b arwrq narwr rtMMI M1sM nlsla0 ea',raaar w minOIERE O Zp E Gypsum Sowd-(As UMI aMm ub b Nam 5)-Nan"4 b.Ask 4 S�b11�d•d wdWd b d 1R h(13 iron)below tmom,t of alm4 rmc dwrwl WMn dsssr b do mol it not und,skds atlas not he r X 24•GYPSUM PANELS J TRACK \ + / 1'SHAFT LINER d BOTTOM CK AX DEFLECTION ECK A Tt uj Sam 6 am sow bho baswsd b 1-IK h CANADIAN GYPSUM O 11iyVf Y-Typo AR,Pa1R amolnd b 0s1iq nartrr.When MtMsd asUtq nines(Nim 2A1)r utw4 abM sada aaamwd b slcllad aeitq TYFE X ENDING TABS -- \ ' / W 0%0 No.8 by 1/2 h(13 mm)brig vrMr Ind sbrl sawns at m11 II;ly d mW on loch Ids d Wel Wiest r Wail -lsrl' CWV nn w(Ibm 2A3)b road,dd Ida wand b slows vwkd dsSulon aspr,Mmou(/I STRUCTUIIRE PROVIDE U L�IPPRU1IEfl 011dip,WNIt rbrd eawew M mktoW daub slot MA gmcft eat lo arosod 24 b.(610 mn)CHC - Pdd9DIQLWf-- -- - ---- '-'FWSBTOF.-IMG AT WIM R NAGE M IINBTIID STATES aYPsllef ao-1yPaa AR.MxAR Cowman '- NaowO dw.b iwbrsd b s aYI bw Mridoraa d 518,,-1I4,1-718 w 2-1/2 h(,fl4 C3 INTERIOR WALL TYPES arES ,•SHAFT LINEAR To WW1. - --- PENETRATIONS WHFAE OOQ1R 32,48 a 64 mm)on rads qdo d was for 1.$3,wd 4 h nAad asawrdiq nopeclwy.Wi a ba mw habd _ M1 �) 1 NHtED AT OPENNQ PROTECTED Ila�pdod in Mw ildlvlbd Wd and Pagan DUO N Sts LL Fila R ulft as Moc xy.amp Std a nam 3M BC�1LE DRAWINGS � W/1118 OH41Y PIMMT IWME h(18 nmm)Pp dtsi Na ttwbdabod babrwaa Mw lop d b MaIOH bttsrd srd SUM krww surMos d Mw bar T i 4. STUDS POR TYPE —OB7ECTTON HEAD TRACK LAG MEXICO S A DE C V--'Typo Aft PLAR. saMsm q b Wpo m bond b ebb al Mw by d So Wd ilio be bcood 1 i>_(2t mm)bsbw In beNam d 90 Ol9ralion dwmlM,w41an drAo Ar dutnM b used Worn drssa1, duo M nd uavd Mus-c. �/'O.0 •- ATTACH GYPSUM BOARD AT TOP OF .. idilBlas Ppwan traotd b rbcao o M lop d fes wall sfla!M boric 1 h.(25 mm)babW go' d ew S Gwalnl Bond'-•1 h Sdoi,2 B wlda Ppwwl vrwbostd Sill a4ws sass MHIy b itaad Albdwd b Rio Ilowly 1n retlrq d Mw)oiM rysAwn Is ftodo on Mo lion*Uro a tq d Mw vol R)UYT3ts Sr OYP.SfE --- ---- ---- - ----- OEFLECTION H 1 I1D TRACK 8t0E.NO ul I>ESIGN UN6 ATTACHMENT ALLOWED BETWI EN F/b -DEFLECTION HEAD 7RACK GYPSUM -ACOUSTICAL BOARD a WALL GYPSUM FAIARD Thar Sondra and aaNaq nmrmn emd b HccAtadd trs0bq arldsa„wSH i4/bRU NdBya Ilsmd IdMI aawws 3.Jabs Syetwn-Max NpwmMon bribrwsn bapan d Annr erM fop d wi Y 3K kk.(10 mm).The)ObR trys4atn M --BEtCOW , CEILING TYPE a HEIGHT .41IAATION THP OF r Fr•mw sFrL1M•LAP GYPSUM BOARD 1- tpwtsd 1?h O%JOINS bsbasmM Sola lana'and wwbrwd 1ilwwaL - -- - ----- CANAOLAI4 GYPSUM COMPAMfY-Type slA ema4.d b+sooamlodaia a mix 33 per0wrt mrlprwrrbn a axmroion Gam Nr i,�mN-�wlaM►TTte kY+ayabm aatsbls d a I Ier-*a Oharlrl,lorntiq nrem and a■mrbdal,•b om- --6A'GY V JM BOARD TYPE X VARIES-SEE REFLECTED GNMK "'� REWIRED AT OPENING PROTECTED A OalBaobn Chamwl(-Vdm )-A nun SEMS h(92 rim)wli 4y rdn 2 h(5 mm)dep•min 24 P orM CEMXfNO RJ1N8 SQI�IL�DEB.ECDDbI. WALLS ONLY UIllwpsd dw v*L DebrAm dw m kwblyd ParF d cul r b diwkion d Nod AMM deck wd osamwd b VAPOR BAS G%NNEL -FIRESAFNG MISI1lAT10M LWTED STATES GYPSUM C0-Type SIX �1a rtel Md mararwyr ard�ora w by wwlrf d max 24 h(610 mm)CIC.Tau asNsrq Harr(Noon 211)Mt / 1 .-----RUN REQUIRED LAYERS OF GYP SO 11011 d w Ain Mw I A c don don d b mobdoMt a 1 h(25 ma)Sap torten to tap d Ste 08*v mmor ad r-METAL STUD AT 16.0 C TAP^.yi� � W►fJRE OCCURS PFR WALL TYPE TO Nm Lap d/o dr9r0Mor,dwnol The oWft134w )...r rxd fumM 4 b Na hqW)d mlV i l / 6A�EXTERIOR OHEATHVIG METAL BLOCKING lAMAX TOP OF METAL e� B.Famiq MMmld-Mb 4.7k!h(124 m+rr)Mddrrtss d min 4 pf(01 kgM1i0)dww�r rrilsd wind br8 NAG ME79C0 S A DE C V-Typo SLX(. 11101AAM br 1 orad 2 k Hid aawrnilaa,mon 7-M h(18T uu)wd min 84 N h(219 mm)silOktloso d mfr 4 -ALB. /� q/� Pd P4 lo%M dwwq mftW nod ball bw Amlon for 3 and 4 Mr robd woami4a, a pod gly old b SUM dwp u EXPANDED METAL LATH CONNECTION d ft*Aid dK appmmkmmkdy 25 prank bpw M Mo mum d IIs Was ad awtptssss 4 bMs silos d Sr M d Saw0knmI plsa lwbwwt M in(dM'°jI'm' -dwamb 4 d P4 k# Mmkwd wodbWhMok "a'` °"B'oRAT WALL- '°RI1 COAT T Off PASSAGE ENCLOSURE TOP C'S. STRUCTURE PERNENDICULUT TO WALL Ll-HR) K Gpoum Barad••-M wn don b b Nemo 6 ad K 1 In.80ca MPwsn vmffjmd Irw pmwlr auppssd *mw Discos d niI 6A h n.( 8 m 60wW w4 d rmin I ( 4 m�m d wd Id Lastddwt fes 1 ettd 29lVM b no"21 h vW&Allodwil b bw won and'ariq nmwn,m W b kxbmdaf Weft ands,wMh M wd mad bol' A -1-719 b. id hr bd mil 2-.-h(M mm)Sddswn d mil 4 W(841phwtq daHmdy NON-RATED PRINER COAT nitsrd nod lw8 blwdssotl fa 3 Sand 4 k rrasd saewrisas,rwspdttdy,SMA bds s11ys 011 aorHlymwsssd PRNER SCALE.- 3tiH'-0" SCALE: 341' DLIV h diwa by 2-1M h dor;wsl40 p,6oM4W0ft FNNp h and dw0 Saws mpmoad 12 h AC.Abi � yy 26 F re rtl b Wli b■SUM mac 314 h(19 mm)9sp bdl 01s lop d9rt r,Spa bawd ad FNMSH COAT C ! bsbw■I can b owd wd wiswd rlomwd bdko d M rbd Bow wk Auah wO bolh dim d wdl NATIONAL GYPSUM 00-Typo FSN.F01NA. 08 11010111DOL I.L C-Mb Wad 12011 Sdbq CONCRETWf*31E OCCURS ��--Sff8 TRWE TINHAI DRIL�yMlt�d DS EXTERIOR WALL TYPES - a a -� 7.Lsaitabr Oomq -, -d 61s typ►used In)Sill twattwtl mind w4h wmlr Nm Moowtdaatoa rrrl ROCU WOOL MANUFAC TURiA CO-Dolm as"Bowl SCALA _ d _._. e G I MlmBaao domon UMI.sad udb viol' n art rggsaMor pro"ood bass ai p-SftB h b l7m mowopmood ° a d -�►'TAL DE(7(SEC STRUGT ORAWNOS Nwr RIR/ 1•fll h OC.E[r LiMsr dwliswd blHOst08y tlalatl b�w bond Ion/mgoimHd salla.Ills waMsaard - a d hllas/M/w/t wimp L 0.M*-Ulf ft"-*Vfiswd 00 Wmd or asmwwd slot bw taps fol"d awpwnd N.sM TMAmF81ER INC-Typ SAF moors,,M111" SS h Mot MUM Wmw M ft m W be W*d loft aft Insides d Cb mMo A a - L_— rwssr basb ml Jdeb odmkw l 'Saalbq b LL CIIIaisBlat Alslb OR JOINT SYSTEM PERT m METAL I C.FB,0M w C*M dwW-Mtn III$h(I A won)dy Mfmwss part iA h or 32 mm wit Sddmwrs)d■ C�ANNGLE TTP. --- ---- DED(FLUTES DETAN.ON THE SHEET NSON aptmpd w bnrhsd UMI soft dos d ti wMB b ti%ft d ti clad Sow Idb owl bslmwsn Bas a d b S6CURf AS REOIIN M FAR NARES opuma bond wd Su bobm d to sbd Seer ties b awfplllfy aaamr m ill"woolSad mvwlLF m mb d 1 k (28 uu>alb yBpOmN bosml std sl.d isk w bs81 cis dtaLL 87RWTUJRE PARAIIEL �-- JOIM INHUME NTaIMNTIQNL NC-ANsbm1/(TN)BL Rsbmp(Tlq E TO WALL:STRUCTURE - VAMS.OR —RUN REQUIRED LAYERS OF GYPSUM �- STRUCTURAL DRAWVM BOARD WHERE OCCUInS PER WALL — 'BswI18 SUM LL C omolloNml IIMIt DolErT10N - ----- � TYPE m 1R'MAX FROM BOTTOM OF L-. H&C TRACK / STRUC71PW `--- -- TOP PVNNER CLIP ANGLE TYP.SECURE AS t DATE 12 22.08 yMALI,r�+E VARIES SQUIRED SEE FLOOR PLANA --- FIRESAFNG INSULATION REOURED NOR WALL TYPE AT OPENING PROTECTED VW"A I G7ECJC LR3 RUN RCaQl1MED FULL HEKNff GYPSUM BOW A I DRAVA BY' LRS LAYERS OF GYPSUM ACOUSTIC INSULATION WALL TYPES BOARD PFR ONLY WALL TYPE TO 112 .- ��--- - SEALANT•LAP GYP 801' ! PROt1EC T. 206170 MAX FROM BOTTOM ' AT OPF74N(G PROTECTED MINIMUS OF SIVA= ONLY S Cf F, CONNECTION� A0m2 OS. STRUCTURE PARALLEL TO WALL LMR SCALE 3*z1•,Qr -- � o� t ! z ! 3 !y n.,.werruw,w•as• loollow I 4 * � ^- .— : .. .-..• .. - ,.....A. ....-d.y .a.,.r..:.na ..Irl!in._..W.e-_HM...M4no..e.a.• r � .� *��.. r IK? �� Lllll� 1 � .�.� * .. r ...r.". ,rsilr_+--�` ..iM'�'� �{� •� a / , + ..a ..a._4:,NMMr.11'. � !�/t�'!u/111��7.R.'�RM.".� T" - ..wlrwV!IF'. ♦._•. r'r(!:•• '..'.'4h:l�Y:-'. ..�. 1 � !y 'iyry— . • y � '�• tjt�t �TI,1t�trjr'it�i�i 1�1fiJl 1111111 I�NI�II � j/ .� .w..+.. _ 1 Jl .. 1121 I __ Will W 1 lil�l 11�1W ,• e R e ��' '�., I .. '._...• -.....,. "..-...w a...w.._r...,.,-...,.qM,.,.....ytw.r._v.•^wn.r.r.vw�.•':. ..3i,.m+..c.; .+l.rhn.+r. --.-uw+•e+rwr�w. ,s+.torr-,-_ ..... ...-e.w., -_ ...w...,..,, .,,,-...,..,.w....rw...:,..,..4..•..u..w.,_...«..—.s....r.....a...............,.,.......,r....,.�....,.a....,.........-.._......,......,.....r..�..........:.........�......s=....m.....-.-�.r..►�....�-,c....n...na..�._.-w�<.,eww.....,.i:,., -.,.n...s...r.,w...•«..,-.r.«�.�...w....,.....�_....:.ww.. �' ...•...+..r�.+:w.L. ..a.:..•w.r.w +wr+rsr.a..+r.r..,.....r..n.w, edr•.,,_.M,y, _ .. .._. _ _. ._ .,w..r�wd,.rod..�4.....v...,.w*-+..ea•..n;«r.s.®ir, - .. ... __.. .. .. J' • a b^ 1 . 1 3615 PAIR XON .OR PENETRATION PROTECTION of o GENERAL REQUIREMENTS TYPICAL FLOOR OR POW Y.CONDITIONS VARY. 1. THIS SHEET NDICATFS AN OVERVIEW OF FWESTOP UL.DONP Spbm rW L-1175 SEE WALL SECTIONS FOR SPECIRIC CONNDn10NS PiROTECT:Xv AND LOCATION REQUIREMENTS.SEE SPEC�ICAT101M. �PI NO,AND T ELECTRICAL F 6Rmy�=I � R At.ED FIRESTOP SYSTEM 1 -1 ad 2 W On Sam 1 2 PENETRATiONS ARE OFENINIIIIS 7HP40UGH A MEMBRANE OR THROLXMH AN ENTIRE ASSEMNTNLY AS DEFIED INCLUDING BUT n T RdIIs-0* NOT U MI TEO TO CABLES CASAE TRAYS CONDLXT,TUBING, L Raft a AmMm-Lase TMw 1 CFWq tPIPES WIRWG,LOW VOLYACIE ITEMS,AkD RECESSED LIU ff b, l"d 450 F-Lau TMw 1 CFMwi I FDCT1DWtlE8. L PENETRATION PROTECTION�I REQUIRED FOR ALL �. PENETRATING fTEMS INTO OR THROUGH ALL FIRE RESISTIVE FBIE Wim,FSE SPIER WALLS,&W FIRE WIRER ,r PARTITION I TAL�AS�L�A.SNOOKS BARIER RIMALLS,No FIRE 1 SEE CODE AWALYW PIAN WALL TYPES IW APPLIC�1BlE) n AND FLOOR KM WALL TYPES FOR LOCATIONS OF REGURED WALa WHERE PENETRATION PROTECTION M REQUIRED, PENETRATION PROTECTION W REQUIRED FOR ALL THROUGH PENETRATION[TBI—� PENETRATNO fn&*INTO OR THROUGH ALL FIRE F&MWM .. IIOFAWITAL VUXX%Ft qM CELNO MINIIIIiISLABIl DROR COLM EIEIWAM 01 OF ROOF4111.810ABINSUEN y _,,C2�— -- -I— i.NONCOMBUSTIBLE PWRATING ITEMS THAT CONNECT a 1� 0MT PER ETC SECTION 7124.3 AT NON FIRE RESISTANCE 1121 SW Sahwa SMIiNe/00 MOTWW THRff STORIES ARE PERMITTED PROVIDED THATT RE Pordawd,OR 97203 �. ANY CELNf3--- 11 1 -- THE AN1l/1R SwACE 4 FILLED WITH APPROVED `--~ A. 3 OF FLAME��MATERIAL g�P�� F 503.221TeL 1121 2077 b I COMBUSTIBLE PENETRATING iTENMS THAT CONNECT NOT MORE THAN TWO STORIES ARE PERMITTED PROVIDED THAT q THE ANNULAR SPACE 6 FILLED WITH APPHOVW MATERNAL TO A W� - Milo_1� off II IQUIROMIT NOTES THE.PASSAGE OF FLJIME AND THE PRODUCTS OF T,1`T4 T-C,T-0 /WALL#WTRAnON MM> _-- __7�. ___._..--- _ _, 9WlPT PER IBC SECTION 712A°ENNETTIATIONS N MS THE BA TA SFE PENETRATION PROTECTION GE NERAL R�NF�EKf NOTES FOR ADDITIONAL REJUMMNENTS AND FOR TYPES ROOM 1. IN DWELLING ARE AS FLUOR OPENINGS. JWlrS 1.Mg An=*--The e 1 or 2 h M Mind SUMOWirbd wd�tb rAd br THdi000H PENETRATION ITEMTA ABSEMIILES RF-OUIRNG PROTECTIOK 2 IN A 13 BULD 4011;AT ESCALATORS AND$TAM NOT mtIdllAd d to wttlnfrb sad w M wstrw or•olbd in to btdridttd U300 or PART OF THE M1EAW 9F EGRESS WITH OTHER LIMITATIO04 U1lp SNb.Wr red PNOM�e In t a UL Fir Ibtrww Dreftq and d PROTECTIVE FiRE RESISTIVE T-0 THE PENETRATION OF A MEMBRANE IS TIL:'_"ENNIEfRAT10N OF ANY SURFACE ON Of FACE OF A REQUIRED FIRE TYPICAL OPENING 7.5.BETWEEN COVERED RILL$MTD ATWlA1S �i to M bm"arrr&ANO Wr► FU E W ASSEMBLY.PROVIDE APPROVED 11�3TOP PRO ECTiON AT PENETRATION CONDITIONS OF REQUIRED O HERO A WTaAEI OF TWO FLOORS OPEN TO EACH RATED WALL AS gE81GI1111TgT OTHER NOT N H.2 OR W OCCUPANCIE&NOT N A REQUIRED A.Sll&-VM bft did arta d WW wood ok*ar obrl dw dYda AT GENERAL NOTE i WALLS AND TESTT:D N ACCORDANCE WITH AS'M E 014 OR UL DESIGN W1.-1175 WITH AN FatATMO NOT LESS THAN THE EXQT E NCLOINUAL NOT CONCEMB WRI/1 THE BULOIGI Wad MMr b ww o d naw 2 by 4 h brbr Wood 16 h OG Sbd dads b br CONDITIONS VARY.8ffFIRE MI A WALL O mm 11/2 h rddr sd ward ttw>t 24 h OC. FLOOR PlJINB AND WAIL wMrr►TEo RESISTIVE A8SE11BLY RATING GF AS!lf�lY PENETRATED, STTf;IC'R1NE WiTHR CLOSET MOT N A COtrIDOR N AND R NOT N A OOIOR N A l owsm,OowP-km 5M k mi*4 t Anda vm 0*N ar�b�r TTtr TYPES FOR SPECIFIC 1.ALL l�ti RATiOIIO S.AUTR2WM E RAMPS N OPEN MO OOM PAROG dun N VA 14K td*AM w06N d bps.,MMrr Ryer aid dual CONDITIONS, ALL LOCATIONS EXCEPT: STTMDCTRBE.111NIIH OTHER LS/TATIOIr aft*Om*a be rr w@cl W'-to btdA&W U 3W N U4W Soda D&Ap In tr a N RIKIUIRED CONCRETE AHND WBONRY WALLS,CONCRETE.GROUT,OR MORTAR IR ALLOWED AT THE L ME CE MMIS AID THE FTr00R BELOW. Fir Rddntut Orrdwy.Mw a,aw d f j I b S•1Q k ANULAR SPACE OF PENT:i -4;'iNIJ NONCORMSTIBLE PIPES AND CONDUIT NOT OVER r hOM INAL DIAMETER Ills hour F s10 T RmbW d Be Mwbp gdrn b pill b ft Aar1p W arty d THE MANGMIIUti MASONRY OPENING N1.OM9D IR 144 8C1lWE RICHES.THE MATERIAL MllllRT BE INSTALLED THE No Net nevi ft IN at"t Is brrd.d TYPICAL FLOOR ASSEMBLY. FINN THCCNESS OF THE WALL Olt THE TWKNESS REQUIRED TO MAINTAIN THE FiNE RATNG- CONDITIONS VAN.ME WALL 2.Tloao Plr~--Ore wauflo lk"or ow"bubttrd OM M Irks ft or SECTIONS FOR SPECIFIC IL AT THE ANNIA AR SPACE ONLY 0191 THE ANNULAR SPACE MATERIAL USED CONFOnIS TO THE ASTM E 10 eoMdbrIF a*M to beaup spina Tdlr or wndd b be FIO*wyporb I on bat CONDITIONS- TIME-i UIPERATURE FIRE CONDITIONS CAITERLik PREVENTING THE PASSAGE OF FLAME AND NOT GASES TO ddu d wd sewdlp.Tbr WWAMF WM bd~to bdrt OF W"NO palplr7 IGNITE COTTON. d to mel dww Mrd be ndtt 0 h WN a AnQ b w 1 h Tie bLm6V"a COMM TAMS wd riser d wmbf•e bet er anAd wry be most T•C DUCTS AND AIR TRANSFER OPENINGS THAT AEE NOT PROiECTED WITH FIRE DIMERS SHALL BE PROTECTED NTH A,Cana d-Naw 4 h dbwl W stir)del obdt W Addle Atha or deN APPROVED FIRESTOPPNG. on" l BE VbM or Cw V MW W'-•Ha r-Mkm 5N h Odd' d IR rmftW oypOd T-0 NONOOMBUSTIBLE PENETRAYM RB'SHALL NOT 0008W TO COMPJBTELE ITEC!BEYOND THE PONT OF . O P U S• dltb b wwdro,bah w&bolt malumd w&At roM oot1I I bodlow iota FIESTNOFPIICM UNI.M R CAN N 091ONSTRATED THAT TME FIRE NERIINE INTEGRITY OF THE WALL M MANTASNED. � d Nd rsll a IM M Draw d t1 nOWN dud b rAOod d b awAWd 1 � b iolaw an bow Mdse d ft mooft,k#ft 1M h a tr aN M W d IM k bwd b Ply d br Wsft Opus HLTI INC—CPfTIl Pldy N* Archi�eds b EnQ;trieer5, Inc I mmmv on uL amem iw Ari on1" TYPICAL THROUGH PENETRATIONS Lu uj9R IW/ALL ,PENETRATIONS '� BZ. TYPICAL THROUGH SCALE: Ni'3 ,�. . WAU.MEMBRANE PEMETRAITM REGIMENT$ J MM SEPNE PETRATION PROTECTION CDEPAE RAL ItEO1)6*3 NT NOTES FOR ADDITIONAL REQl1Ni>ME NTS AND FOR TYPES MNc DUCTS AND AIR TRANSFER OPENOM THAT ARE NOT PROTECYTIOMRTH FIRE MMEEE RB SHALL PROTECTED VM tu W OF ASEMBLEB REQUIRPM PROTECTION. APPinVED FIEfTOPPI& X h O Md TME PLWTRATION OF A MEMBRANE IS THE PENETRATION OF ANY SURFACE CII ONE FACE OF A REQUIRED FiRE MIO NOPOOMKCTKE PEIETRATNO iTM SHALL NOT OON11l9I.T TOCOMBUSTdE REAS NEVOW THE PONT OF iy co uj�. TYPICAL FLOOR OR ROOF TYPICAL P.00 R OR gfX)F RESP TIVE ASSEMBLY.PROVIDE APPROVED F563TUP PFK TECTiON AT PENETRATION CONDITIONS OF REQUIRI!D FIM OPPN3 LMM R CAN 0 D9IONERA7ED IMT THE FIRE RESISTIVE INTEGRITY OF TME(MALL IR WIN TAI ED ASSEMBLY.CONDITIONS VARY. ASSEMBLY.CXkDfT10N8 VARY. _ WALLS,UD TESTED N ACXOROANCE WITH ASTM E 014 OR UN.1470 WITH AN F4ATsq NOT LESS THAN THE 301CATM SEE WALL SECTIONS FOR SEE SPMD CONDITIONS- FOR DUCTS WITHOUT FIRE � Y RATING OF THE ASSEMBLY PENETRATED, 1.ALL FEITRATTOMO: OMIHRS.8E ALL LOCATIONS EXCEPT: Zr Z F� Pim,rn OPENING E�� IST NOiEd*4 SEE R�L*Sic T NOTES a N REQ min C Nt2ETE AND MASONRY WALLS,ATE,GROUT,OR MORTAR IS ALLOWED AT TiE. RATED WALL AS DESIGNATED Mme.M.C.MFD MEMBRANE PENETRATION Mtn Ml4Tto ANNULAR SF ACE OF PENETRATING NONLOM BUSTiBLE Pt'E`.s AND CONDUIT NOT OVER S'NOMINAL DIAMETER. � CL AT GENERAL NM 3. SPRW(LER HEAD— 7M MAXIM UIM MASONRY OPENING ALLOWED IS 144 SQUARE INCHES.IIIE MATERIAL MUST BE INSTALLED THE O (L CONDITIONS VARY.SEE FULL THICKNESS OF THE WALL OR THE THI(]KN M REQUIRED TO MVNTAN THE FIRE RATING. FLOOR PLANS AND WALL TO THE ASTM E ill TYPES FOR SPE:CFiC TYPICAL OPENING PROTECTIVE FSE. b A:E- TEMPERATURE FIRE CONDITIONS�A NT OF PREVENTING THE PASSAGE FLAME AND MIO GASES TO OOID(rIDMd REQ"i.dE RAT®WALLK Kw7 CO7Tm DESiANATED AT GENERAL NOTE& PROJECTA1461E M!►etANNE PENETRATION CONDITION►:VAN.SE FLOOR a. A PENETRATING FIRE SPRIit1M WAOM AMAIAR SPACE MAY BE COVERED BY A META-ESCUTCHEON ITEM---- PLANS AND WALL TYPES FOR PLATE. OR i19MARO EW NOTES SPECIFIC CONDITIONS - BM REOLMRB@1f NOTES I E I CTIWAL OUR[T MOXER MN A,MH,Mw MEMBRAiE PENET ATiO1MNN�DUTLET ,MDQ a STEEL ELECTRICALOUIL.-T BOOM NEW NOT 5E PROTEC-0 IF NGT OVER 16 SQUARE NC*iES AND IDT — -��•� OVER 100 SQUARE INCHES OF AQQREGAT E ARCA PER 100 SQUARE FEET OF WALL AREA. TYPICAL FLOOR ASSEMBLY. TYPICAL FLOOR ASSEMBLY. �� b. TESTED FiRE RESWIVE RICTRICAL Of ITLET 11iIM OF ANY MMA•IERIAL ARE ALLOWED WHEN INSTALLED N O CONDITIONS VARY.SEE WAIL CONDITIONS VARY.SEE SECTIONS FOR SPECIFIC WALL SECTIONS FOR ACCORDANCE WITH TUE TESTIS ASSEMBLY. CONDITIONS-- SPECIFIC COND11IOIS--_- OU lJ E BOXES OQY OPPJBRE SIDES OF A WALL MIDST BE SEPARATED BY AT LEAST 2C. OR BY THE HORIMNTA.DISTANCE OF NOT LESS THAI THE WALL CAVITY THICKNESS WHERE THE WALL CAVITY IS ski FLLEu WITH CELUNASE LOOSE FILL,RommoOo OR SLAG MINERAL WOOL P*u ATiIN, OR BY APPROVED SOLID FIR®IACOM OR BY PROTECTiNGM BOTH anTFT S.'1DGES BY IJST®PUTTY PADS, TYPICAL A11111111Ri1W Pi 11111"RATiO W rrPMCAL appmou lr ACID EL=TlbrAL OUn"SO= on EY OTHER LISTED MNTERKA AND METHOLIS. C2. TYPICAL WALL MEMBRANE PENETRATIONS NRaRLE• Alf! C L I DATE 112200 LRS I N mawBi., LRS � PR1aEcr.• 205,X'0 A003 o m 1 OWE 2 S ` .•�. ,,,,,d�+ tri. ,3'w"� , / .� �1�. M++ne1W+►�P1FilT#II!k'!y""'!1'ka75hk�r' k ..,-.;,.,..n�t�7k• ._ ... o.,. 'u��'�4RV.N'rrr._ r, , s ,.. t'e"•''-^.•��'7lwr.t. - ... lo, ,„ _ a"•�1t)�>t,:,+,+x�v t }rrN,,.aws-s*��-r��,v.�aw+�ero. •,- ,. .. ,,. .,�.�,,.�p,�s. :�RRI�+"u��'E. ..._....�. ....._. _ i ,� �'Tr lr riT Ifi' t7jtT(iITIr 111 --ItlT-1r 11I i1r -�� * • � t i ' 10 L .. .,- { � N N .__ .w lUl�u U lel I Ul Ill�llll • • • N .4+i`w.rw�MYrliwrw,•w..n.. ....cvnMYv.wr.+.•-an..w..-nWrw.AJLay...e.++w¢wW+n...r.w...r+�.+..Y+. +s+.ar-.rru�err. �_ _ _.•.-w.. — .._ .... .. •.- .. .. .._x�w...•..0„r w.•u....—.........n...�.... -..... - ... .n .a..! ...._.... n m...+ ti•r .. wwr.a..ww....r�.rw...w..s...•.•...—.wr.»..o.+w...a..errrr+r...�.,'e sass � m._... .—_. •n <+..... +u .-...+ue.r r.rta,...a.,.•wnrud+lxw.wwr.......ww. .�w....lwnw-w«......�...._.,. .......�r:.is....Miw...w.......�r..r.r wr,.�r.+.r.wva..wwl+w.•vrra•rr!! ..r.•.w�....+.r.wnw.:� ,pfi.�,�Y(�i+...-...,a r•a:��/wwgww+YR�+Iy..-.•.r—.]1117N•rMMF;IR ie�1+�n.y .MrMOIUY'!M'n1F.r+MM1+•�•••:�. •••n.a^+nill��lf!•I►IV-b..r•:.• •w"^v..Y::.++..-.�.MrwM•.•••r;..�1ti1Fs•"Y.i19•..e!•cww-.ryyp.�.y .. 4.'!^•.�-:`7R�1Y +.an+.,crv�b�•v... 1 sT x +µ 1 l '1.41 IA WALL MOU)ING 3645 SUSPENDED CEILINGS FOR NEW CONSTRUCTIONS GENERAL NOTES. AT Ic' ` ON g PART L SUSPENDED CEIUNGS FOR NEW CONSTRUCTIONS PANT NWCB TB401 BA E ERE NODESIGN // • S DON COPCG TED PI`RT� SUSPENDED CEILINGS- �'•'" ' -- -- ----- _ _-- -- -- -_L 1 _�_ Z _�---_-._ __-- --- --ENGINEERED OPC Ilabrencea '3oumml Per Hkwwc- ch A.Owmal Reca - mandatlans F.Ct;Mkl�Mounted Upht Fal am,Edam"tib_sand-dei s. A.Gilwral. OF 1.2004 and 20th SBC.(1sOrnwMw1 mo/m"Corr) ,./olMiwr [SEE Cl OiY T1M8 5/gETI An*•0wrad assign a a Maps ded aarq*W be designed and orrMMd by an wd�i W tl a li `• 2.Awwi=Sodgr d Tm"MrabuwYYa(AirTYC A8111G pn Pwtrbre bd w lad b is 1.1.4t knmes woIpi Mae ten 10 or wp,wr.roQisioed in bo Stiles whxe ine � �.Anferioara dad • f12 fbr fIq ASCD-M Al►� Isle SI braced b is el>xiae- mrd d pellote p�ban 81101 In hard aid be pxwhds Slee levee as 12 papa IhwLpw vrie wnsdrd 6woNo1 naax11. F1411rwrad syMlxnm Mtar Irkoda • ` &M & E%Vm s MM•• SW gNam•I�sateen Wuck621. .2) Bracing that be krdape drni d to csig pfsy br a ft nom is thdue b cis Wudm above. T16 wire coq be slack(CISGA amismic mum 34) a ffal of n dna a p - 46ab lFM / `. 4.Callings and Irdmkm J3yalaw Corbdndw Asoddorn(MCA) t ebb s e WkW Wif noted app�aknp corners bkm w@Vft made Oma In Wd bpowmis an b to WuMn data These vMatrrmy ,��y�,,, ••4 tt 'Wall and C.Irf Surer wimpwuion syalwr bw mousliM Ler b sip- AI main haw w b be Hsevy Duty(Fri)(ASCE 7-A?Mtn a a2 a2.2a) be mink((xSCA ealrrflh miss 3,)_ B. Permit A�plec�tlOn. t Taw"B AIM 401-Sm(allfear 7MN1 a Dallas"LUY Aoftw a Uad Adwa wa10' 0 mow ten 55 ft that be supporled dieCYy train to si ideos above. a000rdkg b an•npInawed deeiLn a�d Poanhd Ongm code ouch b arpaded al oge debd Fdwawy MM.(CQNCSI) AI cross loan a1>mr be capmaa d wykW tine dasipt load wllhofA at arbnp dMlac- a" Thse wirme must be but.(CWA atlarrc mus 3.4) .Rs pwrA apt for am wded oaMrg b be inelbMd n r MAX b+1960 d Its pan•(CISG mos 34der knbtde gree copies d wilted and 1 4.Perhdrd coarse•vbaar Chaff be dred�r aM+pofrd ram le ebuobae attove ua10f a I pipe �� »,and one copy d oaictdsflonr, 4.tiw411rl LWAM ms 11108 Or In approved abnds afppat wrhofa using is calling arpYubn ayslm for ded pnspred W an w ddMd or wgfrrw nMookn it In Ms Mab wmouo the propel ocaxs. The p, fdhrommed sousa No.1.4 w handso o cowl*rrllh IVa powbbn d Me M 7hm r r ma ds I m -w rMandad tit aupa ded oailev kx*j ft pri4 Fwd of da, aiffort(CWA asisrrrc row 34) ahmillml Mal brow fir to aarg syswft apecay b mMM vwb m bads•d seismic bob f shma-seleo was Ne ll LCOM tea•l ewd wiM In mw-ov f d f w Jwbrd im %M bdntee wJ air Idrmkwls wsfaig no now ban 4 2w per squaw bot(A"7.02 a Twdwn ilxkrss nary nratat acrfrrbxn.Mea In�w wwh apploable coos doplrs and dmdwds;Nor fdendly whoter tin ,:GAGE IPtA�IRACE MIlEB ` 1f WWA Atrleall.lJNAI Mbar a ata 1)Plan OmWe 0.Tend p lints se apnan ik110�apsaGrs a1010mdrhste«msdlw,lad awMoas wel�nk,p up st"ansion is ISM,kNwnadhb,«heavy duty;and.Intl Idmrly ar mrrrdbn devices and � �• /� °° A.tiallaral kifrlos wkh tins IBC, a� �mWiw pain»Wwar�( I-o2 aewian kit,Z&Z2 mer. K)C-ES mw b fit pcuhde and dawfly suppmbd by is sig Jrkf mydwn Nal be yosiMwly aftaathed b tie >Ma'aprW wrbeiantelkg�• / COiF _- Osig Sysion Alraoln of MW be nfmdi wM a wi inu m d 4 approved bsbsrfw-bodied +` 1.Cob ad Sbrsdwre Opffllwe: tea'�) o i l it 31 ri'll of No grid k ormscllorr►r °• oona L Cir%shoe db@*W icor apprupisr rxoe11,or lbws OWAV apody as cis maini lawn ) regia.on'b man naval wYl be n r °• b.Pimm"ra aralon for rempwnded ceiling sydwna la o*slowed in ImAdi gs 9.LiI)eral Fong Bracing[SEE 81 ON THIS SHEET] It aa sebd afic irnporbrroe bcw 1.0,in oomoduc r cofmgatse I and r,pr Chaplet 1.CdMpe mobutcbd d win ext per'a m gyps bobn(,»mew or nal oarled b d•Medmi vel 84111,00".,00". PART IV. UPGRADING OF EXISTING CEILINGS lb ► �, 1t d h•C,and a Provided below ampe tJod mwnbmre that wppm it ceig on one bvel aodrfd-g rota well b wd daN be I.Tenitala or swkea OrPTMML EQUIVALANCY! COPCG 1.)In 0111 1 r,Design C@Llsgory C,oonshmdin in aooadrma sit ClOrA awsrmI-ram tit labrd era bradn0 requ inions ks,(awe QWA mus 3� �g 20 lova tm ;rot hopes ban sb lbs.a ab Ives text 12 papa -.�_� skis correcig tLawt b is atop syvnrm thmrgwe«b abnudbore above. These nMaes may `!e� eb-dwd for aMrrdc mm 0.2. 1 L AmW bras bracing is the use of veto*om uls(omwebbbn polis)slat aft wbm be Mack.(CISCA aaienlb mise 34) 1" `IL 2.)In A Design Calogortw D tsouan F,const aclon In a000dww11 will PM Al ON Tri SHRTI 2.Twei ime«services rwbaig mow ban Ifo lbs.mud be kndepa demmy a qw&d dm* A. W q� p,.,,�..,. 1121 SW Sd mm CISCA eYrh I hes Miotic ratan 3 and 4 wkh rnfodllaitare as notal In a Label bm bract f is rsgLied f«ceigs Over 1,000 agues fend aro not napied tr ��! '^�""'Ir tomb.einlobure above. Than wMan marl be taut(ClsCal teirfic mut 3� Swiic 100 A9CE T-02«ASCE 7.Ob Marded Tha kilc od anal be applcatde In osi f bM lin 1,000 ague Fad pOnlded MW weowixgo ad by tar wda wd Irmosd b YNew wdMInp LwmkLge w w0mil selantic b rKk4 bt amhg eyow stem be wougm i io frw.wrws OR 9%205 �. addition b aro wqu W=*Wnbked In COCA a- l i lfx dw6n.(ASCE 7-M sac 1, p.a20.22 mem c) H. � `^'Joli14. D2 ON THI84��1 au6dvM c0,isle c0 w'b'r xwd oode rw(uiwrm*(klckxrnp aorn armor MfuM M to a.)Cemkg11 with lniwaMal apaoam last ban 12 inch»b g cow f>d 1.laiersi Fara 9-acig Nor be 12 ted 0n aarMw(nn@Ldrtxxn)end ltsafh rq bfbw ban 8 Ghhd �'1 aw-ier d tine pryed wow,assalaner>t d ekiri wieo form M7d bdorse drat ak Ywnnlyds b tine TeL 303.221.1121 roomed b hm IatwM bra bracing,and tom web.(CISCA aWw*most 34) 1.For col"was•aesdig 2,600 ague»tad•a select espwaf-, lord o!illi WW end simckme,alit.)when a @Lmolmld amcxnt(60%or am)of fine cmahg We Is rwfvmd,aNefed Fmr.503.221.2077 ta 1. L.+TLRAL FORCE BRACING AZ. ATTACHED END OF GRID WALL MOLDING b)VwI,4randw'rowhen used es Pei d ter p.m"m pall in 5.Spl.y wka w b bo tint 12 pope wine anKtW b to wIn hewn orn Wme.rnryed i V p■wba lel li 1,h t»osd%Nem be provided arrmes wwtf*weprbnfed d be coming. or negated es pwt d a gwnwW,Apace alasbon,«gal re coving la rwnam for oW it SCALE: 3%114rSsirnb De.pn Compares D,E,A F Nal have an ICC-IES app ovai tr rpm each ober and at an wase hint owes ft 46•h0m Ie plane d to sing. A(CIR bid%CtIMM dace wnaan and c dtakaaclrr b pvvide aAmciwd cbwance.(A"7-02 pmiafing«nK 0*FAsormwnwp wnwd dome rix fin bagger road for a cbeue angio. Theca n NTS set 1,oppmatmorr and overhosd irfabeleI and Mal regfdnr�epedd sskWc mew 34) &w aa2a2.2d) uppw10m an not required whir A MI Is weapec"d be typed bnyeoa w c ank" aha amu l*m &Spiny wrs in b be wildn 2 inches d the oorrsclon d is verbal NU b tlepwhded Z• ��IoM Mar divide b omfing wa iib teas fees ren 2,500 agree b d wd ohm/ 1.Rarnavirp pxllorr d We«paw an iw grid b a w dudwcwk,tpirddw prsu,ab. la h ae f.(CISCA m I Ic cones 3-4) car for m nidnenn of 2' A of Im semi mobimont of is oelig poinding 1 Inch rr wowon ro 2.L shoal br*=nif and%due diwinord will not be wquked won p rbns of a on"are t Macaws!Wall a 7.�bre f"�be Lead In eau d spiry wkee(ASCE asc-r 942&2.2) bit le poAore M collM Iocv I on smtrw tads d Ifo:mpwamon joint f@rh 2.VW e I Cod mnoved 0*b ima'Ms h kuesrs>tan d sperider mm t:eirl Suaw-Tub"SulMkn 401(it1M1'!a Ta 4111} S.Cadge wAb pan"n"lees ten 12 Indian to stru ckso we not rogdred b have iflrm11 bw sig wf shell reeve fit gid alladed b a clown ern&,*or obw approved dshA011 an Mo Pm PART 4 (COPCG) II sidw(COMML Cebkrpwhhout Canpmallon Shuts. have 1,-4r SEPARATE SUPPORT PIPES, In sInuokxes c a%d es ocayanyr goy i a II,suspended mops boM M In aoo0rdrroe S.Vblod drub mud to pcallvey dbced b to aepedon ays10rfe and the Mnxire a AManmde( 1• helot%W coo not Ives oomp reeslarh akin»d b m" tiWAY - fBF Is p ETC.sECURE ALL i nsolp"provisions d ownb NWCB TO 401 we downed amwiy wSt b itlarprsitrm scow(mm CMA 3-4) In bu of e11I I Ir esprdion jo *to colky may be divided W woes bas tun 2,500 swm of fee sldswg oarktps am d HANGERS To BUILDING d MC negldlemwnb.Pwt 1 d Iola dmmwt rmpreesr-s les erAr d titaprNWCS TS 401.Poi +a The v~mW mry be EMT axndum,mMd»« st ekea poptsMry wnfpwwteal M kn al by lir use d pwtlYonm« dic»oeadm bed below (SEE DO ON TM i�T) d Ns splayed ekes,tit addlbn d catpardan dnAs ell only be retied vele wd wales HA • 012 WIRE 0 4.O'OC 1"2 WIRE 00-W OC STRUC'TUAETRAPE M r WALL MOLDING l d/fb doounfw'also,include is COPCG v*we noted IMrfn nosed wit COPCG may be a Caapessi r *fib[COPCO OR s,ON TTIIS SNIS TI a)Perillion. h Old la wpbad.slwma•rmlaad«bowed or-c MAX OR t10 WIREQ S-0'OC OR 010 WIRE 9-0'OC Otey(AND ahead velli ba approval d ba J 4k 1)A WA ses al inbe inwAded al 12 ted m-center mawkwK Oft Mbe I I -b Where used.pwM&xht dwil avoid o mm inid 6 ihdnes above t•levold InpYrr The dmpwns IhducNd wlb Ids plica w IMwhcMd b help dwty forgo ver sane d be OTHER LARGE SSW i1rICS TB 401 oo l l kfbrmad0rn conprad bpalur ism lit dNwwd appinbb dommlo nlu le wtMf nam and shall be eabndrd and ims- I b M dRckm Thr ak>xkoe d be WW end del be Indtperdo my brood b le WUCkre above(COPCa3) r � In t1a p i Thr» daprwhu w nbx datbn«oum momlon do0ufharl10 ` such•A&CE 81r>d@Ld 7 02,BC 2004,AST1A 9brhdrd 0636 wd Cd'K.A ofd 10 rvabbM d aabdmmwd she be aspr�b d tnfpporlrg to dead bed d Ifs oodfpaaasbn mbnut A b)S� and w kdarnded axnty L)miuokdo stme nits txtrdd Mpscb d vs guk* • Is lm-n k11rnM adbvac www ravrb._ad wpct 04 alenapstMes a hangar win Ind la Winched b Wmit ed M aa owd is Whew Lund,110111b rint 10 ehd odrnd poal Med ad l 00 tit plane d d to Wid a .sere. . ! ••:."•:,"•. ' ..•'ti."n.• •,.'' •-.. 'q. L ..'•'•� "I Qmb•Iwww � ddf b1011Mw bhOve.rbeed vol be espweiMy mliadhed b in new a b arMlrkre above »final be k>drPwaJenty ouppcxbd aril bated to to s10uobre above (C -;, - =,�:. •_. = T IILDirlfrsli�itG7iT ::•-. ";. :,:=;,,=: •: Thr hleabg WW be appfloabb in addSwn to Us wgukerw,b corrldaed In iNrCIS IBM: 2)Ssssd on Is nfwdmun opadng d t2 bd«t•cedw In eadf dlpmoln tit 1)L-brd fora trmcifg Is required for, over 144 agate tad fl-m . alit sizes end owrompo dig maxkmrn larger mmy be used: L SoMkIlom PART V GOLOSSARY TERMINOL®GY FOR 2)'Shol•kt•wx3Lors'when used es part d p \0 to eso PIM pmMn in Ssimb Design Mm Lar o 1.For oeige wWW rapid bi ack ,sptrddw head pwskiok=the have o 2 inch av mica - -- c bgodn D,E,aF d%W have an CC-ES apiuovei is telandc aIIIon-nd oYwhbd Irdawkw oondum(EMT) 5=10' til f,b11w«adpb.twough fin calling lb ID low km mo con rt d d MM+inch Ind THIS DACUMENT. (REGINA_L T ERA MiO_LOGY MAY VAR R . owsaw to ngLre ypodei khmpard0rt irampectve d Irl hope d�raoaflhwhoy 1'Mo -ke oondum(EMT) tit? F Ig - 910"donnMa WrKIL*(ELM rr her do dreclofh11. Flohbio ahead dteronh ted an aaxrmhodMs 1 Ir>rh tee rmaleafwd aUhsm asam I Y Single 1021125-3 molal skxb b7-411' nt 9.62622 Same) IN= COIV&XTANTS -- - •• &Qfabe Tublle Toed"and Quell"on by ExpwMnes Under Ow AdeprSoe d Sia (14W x 20 gage) 17-C Ye re reduuosstale d to follovdup mirruaas la used,ter opening uti sunolptit pa-elatot may -_- MIS W. Be*-b•-Back 1ti'b12533 nnefsi studs CLOSUiIE AN0LE8 be d b j Iwh SECURE ALL 14ANGEi8 TO ,`l a EftWo undw cin odopton d be 2006 8C,tw lomn Iwo oddWohsi oplohs era be (1-w x 20 pw.ge) 1 T-W t I y, a Wal m"- g bM anarnds is pwkne10r d is arapwoW n eyftm and corp trap. Sim STRUCTUREel 11.8.1;.1 aro used es desmbod In Colling aver+txbadrLg�spicy wive aaenhtis per aNvrlilbb hosed upon ASCE 7-06 Sodbna 13.2.5 and 1J28: 3ktpla 280112'1.33 nuW ch,dfh Cfk:q TEES • uTEAI BTRACftG 012'-0 O TRAPEZE��s r MAX (2-111•x 20 gape) 17r 2)If is spllWw howl a olfw penetration la provided i a laird ioole oamedor The m r member bd k 4 alook wlb tit neinthewr, W@D lumn ss cross mmm or am OPUS. . C.FJ1CH WAY,MA/NRUTNNETt 1.)Seim 10610 be"d comparma and tlrslr aopporb,b d l .,h tett selrndc Bsok-b-Beck 250N2S'39 nebl title mm /1 C. STRUCTURE.E.BEGIN �X apaclme,in eocardanoe wllh ICC AOo Wbwm r+lsrta 15a(Sedbn 1125 d tint ASCI: (2-1/l x 20 gauge) i s-cr cop"d:.=%mnodemnp 1 inch d coming novernwd in ar hor10oluiet dkeclufa D� " EAc•ING WITHIN Ird OF 7-M.« ,lhaA ihmmag lir mpriddw head«ober pOIna►lofr PM D4 ON THIS Lii�iD A d Ldr«nrAsnquler mdsl gra Load for to pump of ai Iron a duolld Mw• OPUSArChftdI do PERIMETER AND r FROM 2.)8elarad,qusrloodon by experience dale based on n k nelly r.o0prdosd prooadus vVlerm utaudlg m hrtru!and l t not ind-1 on ee labia atoovr,tit sent dial ba EaIemAL SERVICE O ULDRNSs Ef1If1*M Inc 88 MEMBER COLAtTERBL OPE HANGERS F 8i+1EJ1D SIIPt (Sacdbn 112.6 of No ASCE 7-M), copfb10 of raaiarrg Dewar oanponed dt d 160 pc niduoad by IM wkw Mr h"V b am be used by public gWmAse a be vM-.poke silo%anwgmwy 1 9 J.CaW'frays,Conduit and Odw SIInMar bmwIklda-AL spit-tore owhbr,star Pabol»doe,aharllt aloe,«wawgancy niamon di poM ADDITIONAL HANGERS AT ALL L r TH N S OUT OF ON OTHER SURIIBILF On 4,Snapawdd aain8 wyebnr In s10nwian dam@ d s Oompnsq CaMgory 1100 N,dial (COPCG) W-o" codo mEmetB WITHIN r OF PILUMS REQUIRED TWO TO KEEP be aegu 1 b to*Engkwwed DmW ss I IM 'wd mfMed by at Alt/flsrt or Engineer In Who wNt m main un of 12 Indnse bdwwn dw gid and Auckni afppot do nd.;,quire Cable us)%sI Al r a'axndok.camxaratonm cabin and oLm min"kns10tmmors shall be w _ WIRE a IMS WITHISUPPORT OOmfP�0118TRUT PERSIETIEr Mid `. F��?�AP� ba wfdfwbSe bis Wuckwe In BsirNc CoNgodsftelmlewhavelivepmoodoommaidsholbe quit D s ddF. a0oatlbnoe 10 1 001 was brodng.(COPCj �� '�n ft"fig � wd moose hove d the autpwebrt sys10nt OWPER A 12'10 OC EJIa1 WAY. +. two d h ofmlwd sgeolve adlon d lir CSC oopted byte JNA. See pat E a Cif ants lcdss than 144 rguw but(CPOCG) K knLllaME&M o1 Partkions.(CPOCO 10 or 12 gap KO annealed wks used es piney arppat for h grad.#slam. Alam called SPREADER SAR BETWEEN Neo lining cemlrg avis 144 square bd ar lees in arse whits are sanded by wets or Caine khMamed acoortMng b Ids geld»Mar not murppoi pmrlt0fts Paillarr may bL adfahcied 'Apnw. ALL MEMBERS AT ATTACHED a S-a PAMT N br opb tel egfdv A ci br upglfl I f smie f anpwldM obit%I1ow soft wtkh conned dim.*b to dnuchae above do(d recorm addillon l labral C b.plld ix canstc papaw paide Tine rndfpd to pewit o.irhp �11t«r.wid wr11i nLOvwnvrr a■. L WE PbR N,err b-Ioared aMl lir approval d h Julbafolon FflvYf Afdfo-ly tL Calling awes grsakw ban 144 squaw fed(COPCG) 1)The pnrrtlon is @Luppor1 1 kndeperhdo N)@Lith Md be r,m - m baboon bit overt la10rsilalwsi!oras wm*v crnsitis d ver"sarins wd now ekes a seYwfie mit B1. SEISMIC CEILING ASSEMBLY B2. UNATTACHED END OF GRID WALL MOLDING 1)alga In doom d 144 www.Meet in wee Mar provided wen dbpand par Wb end ft�►g fIM aces not impose a ny.dawond bade on b.calling gid ■AIN SEAMI V � SCALE: NTS SCALE 3�1'd �_- Aa W Q wkes)oonMrbd wrlih Indra otkdar cdon d binch(12 m M nnw wllf) a 2)The and mwryYg Me,carrying nr m or frdna. �b�winr.:so lo am as is rtfaIn nrr+x. � a S ., 2)The axrvsca0n d es p--Morl b cis pb cow►oat anise Ie p+d b cele«aob10 moss nowfw,ow spbayad 90 dao 1 from each ober at an wrgls ad ee»m I g46 mono bn allowed bit alis►pied Iib grid• p111111111111EYER WIS dopme ran to pie of ee coming.raw 21,c2A Of CIN 710 Stam NOW wbw pieced wilif daft Indies of to wnandnp melt (a)Mensa w wquied wiM 8 test d any wdl and d 12 bd ovicenierin each L ft2gM kopedbim K!!alte ere r1 m, Bpsaf,fl 101sperswe awry ba n4ied bit Sia jtl-mm er drabya-I+r. Caflbot Line bel The si m e dwa a e1'penclad aeerg• W sLAa(MIKES r MAX (b)Where ceilings ant 12 bat«Ase In wi ft boo rave d eramg wkms and alb SLACIc tirelE 0.L be pooldst Wines dee be Id ofl•owder(Mrs bin 8 last rpm wry wvr) Al2 ppm wire tet Is not fight«i@LfL Xt and ahl be I gowed n axh a marhw ft!is wba we let dvcly ease MEAOM OR SPAM SM � Uj U HdAUGEa MIMES r WALL tom one wwter. Who may be bcabd up b 12 ted spot AbervAlhimirl b preved is sumpmnmirxt sy li m been epwsarlp,deo ailed a diSar Z Seat;WIRES 2)spry wire d10rn.M. As an alkwnsle bas 0ond splay wkw mpsdled above. SPLAY Wl1ES V HAWOEA MIMES ATTACHED 11Intcbre aDOv�v M mwrigid bw b i lalBroome shelf r dhiAaccrorw al lim ppoinll oftchod ID the grida a�chbifwft b SWin �nwlaa rblsr ban pwpwdaubr b be Old ® 0 (� Is sig to Man lean j Inds for to Idad bade expected for fie"dam. Tb ffad vwtlal member used In WmW bra bm*q sift ewpmsba ip on. Alm' z Z W 1► I&Spmdng d bra ft mornbers.(COPCG) as compasobn pods,eei@LIdc pods,sdss I snub- Commondabrlbb w dKmw condIa 4 UGHT FD(TURE - - _ APPROVED Laird bice bwaekhp niernbere sber be I i o rain rmmn d e indw ram mm lioizorgsl piping PM m lil skids or peopis10ry inafta LQ'' IL _ FAS'TBidt dr dud wale ices lanot puufded with hatmrdd brack reelaln10. L C.Wall MoklIMM.[SEE A2,@2.&C2 ON THIS ISHEEr lwkhk unless iVan-a Tebods�a�)dwpbr�IndbMel�m by�lop 2`rt"` ,i4'x,1?POWER / - - ACTIMT®DIWESi r dspd to lsh ad aI III of feo0a I Cine and d is calling gid dial be aibdnad b Oe war O.C. _ Pri1QECr NAAE of ml- to ober a d Mel loved a Itch dower ce hem tw viol mrd bed b amdt(ASCE7-02 20 O. ss 0 t.d2a22 hlrm b) (ill 1 L The grld del be atdcud d two edjeoeM wnalt(pop rlvaN a mFproved morod}(CUSCA r WALL aflseb milt 34) ': INSIDE STRUCrURF MOLDING 3.There sham be a mk*num 314 rah dwnm form Ilam end d a»grid wfolon d m ollim ed MAx v♦ D.SpTow Bam.[SEE B2 ON THIS SHEETS f+• 1.Spuem * ilopaar)b m«die.rfmm agpm d by bd buMV&MA.wd Md bo usd (9)IIS SCREWS 0 GIs(t)w 20 GA,r MTL STUDS Wl 1 UIC.iTApl® �i b pnswo is edit d is main bean at parlrtslar wall fmm pnadfp open daft a wblhic even P it mler*Arms der not be In Neu d speeder b ers.(LSCA asfI lc mem 344) SCAFWB 0 2X PIALLSfB 3W RANGES CONE. Q 2.Wbe tyig la an aooei l " alerrebe b preadvr taws l 20(ill 3,R'MTL STUD 3.Simander boa nol required I a 00 degree'A0osectitp ease«main la**On 5' d WI 13V FLANGE &RACE (2)A SCREWS TYP.AT EACH 0 r4r O.C.Wl(3)A SCREWS L I�ie &m• AT FA ENO ATTACHMENT f.Naga rat r kuM od cord.new for.Av naarrp.era r.aaoewaalCa aua rr ri. 4 45.0 a HaW b0alon - hfrirnwn Dlamabr An wbwt --- �; Cl. FWWRE SUPPORT C2 TYPICAL CEILING GRID LAYOUT omoww In l,ahNualler -- G7 12 (Affrmc mm BCJILE rr £ NKM4 bd an-c.rd.r 0.080 6bdan-r N 0.102 10 I IOMrw r dW W load"ammoban mmftm coma b app.ab.bwe Ma.Cabdw MPw.Mba•.mab 7 baoA • blrt inw•N1eC ail Ifsl z>I q _ 1 a)wirarwtnrmrinMaadrAObn.ddhwawmYa _ - 9- ----- --- ACOUSTICAL CMAC.VARIES,&:rq nhaYV.baaadarl IALr-sacteaaAC ----------- 3 W 20 01l JOISTS 021'O.C. Amw TIRE. ►)da#d*bq hwVm dd be bold./Nm a ni+rn N dad..allbres Adoea IArpaesa@MM.did bound.A ooksbuM•lwm.dwa.M.wrbMAiWw Timet tt�wtrn Mae r bnM b mraAa I Yds r,h0�al.,d Moa r.Cdrtaa.a M Yee Y bCrY f-W eta aM saes d•CaY.A.a amprar a-a.Crl p fvrhm(co" L aAgraw.rrnUw».IYwcow.meaaA.�wrdrapllYMaaryMaa.bobn$Mpo&10 bl l lawaaear riY•Ayr.r aaa•raaCan nes r a+rNr dearnYV x#poser er lwiV�.rw dmmr•trlCdarmnYVM11rarCaaC aahaliaMawbawaawrawadlwaaaltltfYwVe.ew cow L- -HIGHPATuuwTfa?(TURE t .baM+ra.rwaa IY�OYa�iradbMYYaala.bw/a..wrtdagtiaaaa�M.traba -- --- -- holdt000wn•wMwhoddoomle.t.wnaYrsybahtdtwom rbandermooft1 20 GA.TRACK oral.coq I - UGit HT FO(TURE SUPPORT a posdawn 4Wnrw nes r nlpard ares wwp bb b.ss(AM r40woes aataq SECURE lU WALL 1.T•wbxvtdaadmwbrenaaxltl MwmtrrepwWWMmbdwdadssola•.pmbmW FRAMINOWI(2) 34W20GA.STUDS L`- wIrmaaMoroafAMMM(C*MYew3-4 MSMS 0EACM24 OC SEN CSEPARATIONJOIdT LonoldwmLpOrL�elbMdbVYarMbuYYYrrIrYMlydbMMrM.hdw�aAadwam SA 0 SUI� y 12220tT SUPPORT WME TO PER MANUFACTUFIEt nedm boa dd bW M PWA d Pru as hadaarMrm price sae ad r d aal. •arapbeb dYdmCea STRUCTURE d.dY•bahwheabaaamrYarwm red anM paaMl�aa dcarr w MAIC!da l om Trfi11hCbq felYb • 81&'GYP BOARD ■ paaaebalY rl11aal11111Y 410 aaraala w»Cad•Stews liar • FI NSSNE�SOFFIT-VARIES_ L oa�.- 12.22.08 OoftalnwSod Type Feftm Wad U4•x r ease was 8110 DyP BOARD 0 swam 221w wive o*saneswho,CPA t or OC I ORAWN BY.• LRS �-- 'aMa VARES L____--. ::. Pbsi bitblfll oorfaeM "-. :i' '' 3114'flfelr ~� PROJECT ?Od1Tp ---- -- -- -- :.. ------- --:. :::: ------- ---- Pbtm-d In pica oorlaebtzmwo P41sdap a10a,e-d1si,1M'x _- 1 ----- - - -- - ., 3U4'odes M--whore - FACE OF GYPSUM BOARD ft' --�-r� NOTE:SOFFIT LATERALLY FACE OF STUD "� c L 7G EXPOSED TO GRD SYSTEM N An M TO STRlCiIlm Q ABOVE 1 D5. SOFFIT TO WALL SCALE: I IP^Ild A004 D1. LIGHT FXWRE- LESS THAN 50 POUNDS DZ. SEISMIC SEPARATION JOINT. (COPCG) D13. SOFFIT DETAIL. (COPCG) SCALE: 3'-1'10 SCALE. ro"110 SCALE: 3ti1'4r 2 S 4 IMI 5 owllaeasrusnaraara -t?- -41 ,..!'• C. ..,�'.'t7h... . '7tr,Y,. ±AL•@ ..4%WYelawwu.w. .-sees..,-..._...r-.r+++aa.•..wv - A, - ��.,.�rW4�."..T t>rll.lCnC'�.T.'. ..T!-l. 'r"I - �.J -_ .. - 'l111111 OVA �� - r�rll r r riI 111TIT Yli"rlr1rrrrrli� i II r i(11iT1'TT�' I 30 � No.311 • ,- ,Illus _..__ u u�u a uiT�u , .� .._sense ...� .. ..._-. ._ .�_.�.-_.nese-,....�..•..�._......,...� - ..,. . - _,,, r , . .Nene, ,. r.......r.-....m..,.s�s...+�.-..�...-.r.s.as,..a,...r+,e..r^ r --.•..._.. .. ....m�..n.,«.►..wr.....res. .r. -___-.-.......w.w...�."- _� +r.�+.M...�a��,... row._,..r _ .. .-.. _ ._ ,.. .. �... ^...»..w. .•l wMl.�. .-...•n.w.t.!-a+.�lal+w... - ... _-sees,.. ......_.�. .......ti ..-. ,....- ... ., .-.w...w...-..,,,.,.. _ r •k� l 4` I I I45 PATNA L N ON I r I ! ► GENERAL NOTES OF d 1 I I. MTE DF MAT10N 18 9A0ED ON OWNERS SMPEY,SEE CM t I n DRAW"C1. . : RBEPHI2�� C3 FOR �� r F woMMALL s+1E �awATION MECNL ti r I � r r � 1 I KEY NOTES ! jtA2 Q SI CYCLE PARtt1N0-2 RACKS(4 SPACER REFER M DETAL Al2 I AIWA1.2 n • — —UTF -----TTFTL ;'.�, — C' BVVME PARKMKI-7 RACKS(14 sPACES�REFER TO DETAL ' V ALIA12 (g r b 1 I CI • I O FL 40 POLE � WE1 eRia'MowuWrt SM AND & 10 S>� Q PLAN= REfdl TO ,Shue 100 I E SM'T I I LANDOCNE DRAY+M+cie PadanA OR 97203 �. I f i Q TRANVIORMER PAD Tel 303.221.1121 TRAENMXM NK FaL 303.221.2071 4 / c 4 10 M O LKW POLE(I► TYP A O LK W POLE(2),TYP I I C mmum / p C hC -y- 1 10 EX11TW MrAM J � %ao� Pic� / Qt�.�� Mc 10 C I ,�e c Mc c BUILDING ' ' g ! o Mc i , c / ALo r z c 1 I LEG CO-441 LTNvrs c CP Al2 c Q,C ,��,� o Q° o OPUS. c c a Opus Amhftft 8 / ` a 1 CP c \ / / Engineers,Inc SGC;) M P c 2 \ /r / 10 O C Q� / ' \ r/ �,. �Q y ONO c �C I D4 / uj / r C ` CP \ E Al K // �' k�� It c c \ BLD G• 1 /c Q;�` V L I4p / r C C _ \ C5 to c+ c `A3 Al2 Al2 S Of , c�, c \ / / // r/ - / �� 6 W � yO B 06 J p C' \ /h / Ly G / oo Z Z W 4p ♦ o / r / Z Q Q ic o / \ PaaECTrwNE Al'A r ,�/ ,/ ,! �►� � � / C \ c // Off\ �\♦ �. / // �Q pPQ \ O ca 100p • y ,/ , , QQ 60 &XW TME P.O.B. EL I / l I , I I l / I / I DATE. 1222.05 OEM Dtm I DRAWN Or LRS PRORCT.• 205179 N 7� 01 SITE PLAN Alml D M 1 ! 5 M 4 6 arw.ruu��ar�.. ' rn- .kv,,..: ,.,.. a., : .,,r`... 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VERTICAL AND 1.bR PUNCH`WHOLE FORBOLT UA ASA.PLAN�4T JAMB HORIZONTAL u W, HNIDEB l,M�,TYP. • cawoAEt>:PAVING m�I ft -w Lowe am STEEL.Roo wan - SCALL Iwo TO CANE BOLT I 1 4• IWOW UM CAIS BOLT i12 CAP PLATE 1W OALV. --BOET ftE UVBt r t+tBl -0' �,� P09iT1ON�Ell DOOR T DROP PN HOIDOPEN -OROP PN HOLD OPEN n 1 POeiTiON OF EA.WOR'm 1 PON"OF EA.DOOR TO HIM CAPAM,E OF 1.IIK A E3EVA x1011 FIN.GIWK BE Wilt 100' BE WL 1W ARIA VERTICAL AND I AK (3) n HINGES awi.TYP. ANCHOR NXTS \ T X P TU E FRAME Q »tIMorN►wLv. y verr.Y BBCTiON BTEl3 1121 SW SaW= DEC106ON BTEB TUE S PLAw SEWk 100 FRAME - -ef■d OR 97205 �• Al. CANE BOLT DETAIL Al TRASH ENCLOSURE PLAN A3. TRASH ENCLOSURE PLAN At HINGE ELEVATION As. BIKE RACK F s 03 2. 20n 4 SCALA 1•r41-r srxF WWI bras US'■ O ecus: 1%r- r SICALL. I%T.V A _ r cEEI CLIP A4 TACTILE WARNING STRIP v Al2 1101 r CONCRETE R113worcm CHAiN LJNK W! CMU sff STRUCiURAL VEI TiCAL.VNWL SLATS SPEJT FACE CMU v 4, ° ° ` v FRONT B EVATI IN A p GRADE OR PAVWEL Q 4 CONSULTANTS -SEE PLAN p d 0 a Q CONCRETE CURB d SPLTiFACECMH : OPUS. -SEE STRUCTURAL—CONCRETE FOOTIING 4 d p° d opus Alaftcts b _--- �- 4 v° ENirwmn,Inc •. -SEE STRUCTI M ,• p • • e p 4 • • �^-- ° p SIDE ELEVATION-SLDG B TRAGI p —� L■ A . ENCL06URE p (BLDG.A TRASH ENCLOSURE SIM.) B2 TRASH ENCLOSURE SECTION 83. TRASH ENCLOSURE ELEVATIONS B5. EXTERIOR CONCRETE STAIR TREAD DETAIL '� v �♦ O a SCALL 1*4 SCALE 114%1'01 SCALE roll-W V E: Wr SCCQ W.W Lu ca o co) t . 1. NUMOM OF FIBERS(7'MAX) a Z i TREADS TO BE AU,AUBTED Vqx AND FIELD VERFIELo E XWMG BUILDING ExarING BULDND 2 EXPANSION BOTH SIDEe OF eTAIR JWNT: PRE-MOLDED 1 17 GALV MR 5TAM L JOINT MAT'L WiTH SEAI 1• Y DEEP-TOP OF SEALANT FLUSH SEE D1/A1.• — QAlXiOiRAL I Z Z W WI TOP OF COW. I Z -- - 1 i1r GALV.MTL / U , SIM UlIA12 -M (:OIC.alRs l wAll- / - i19 CHAMFER 11 .Wm3•RADLIS- I HANWIft 84 AT 2C O.C. in IS EDGE - co`PAO�T KATE • - / — - _ � p M CANT.AT 12' �� 1 E>D'MEMTIi O.C- JONT / / � .-. , •,_.. '.:� . ...r MANSIONI MAT 24'O.C. .- GROUT RAL.INTO / JONT p M CONT.AT 1r PPE SLEEVES EXPANNON Al2 .� 04 AT 1r O.C.HORIL O.C. 04ATITO.C.VEKT.YW/fr 71. - ca ,�!'" HOOK AT BOTTOM- N ti ' ALTERNATE HOOK,BEND TOP 4r CONTINUOUS /�LANDNG 12'INTO 81J1B M AT 12•G.C.HORN OAUR Ri1L- 1�S 1S • GRADE•-SEE CML 8 LANDSCAPE uj 3ir 04 CONT.(TrP) _w J __J Cl HANDRAL M AT 1rO.C. (2)M CONT. (2)M CONT. K C4 12 C& RAMP SECTION C4. STAIR SECTION C& RAMP SECTON y SCALE: til'■T4 r KALE. 1Q•■III SCALE, Vr■1W AS rD'dll CLOW RETAINING Al2 WALL � • i^ \, SHAT"TLA VERPY FEED OOiEDITiON11 f , 1 // 1 /� s OLAZ.NO AT E)OSTSIIi l ~� WIDOW.PER OMC I 8101.111. AS46 Al2 AS ` t i / > 1000' If �__� _,,_ mWWw p 122206 a VwY001TN0 - O ` / �� // / i.` / / ` 1 DATE. _--12.22.06 00"DI l4NS ONI WMLXPRY dEFOlE RAMP AND STAN 147J7+H Ilk CoNsTmiCT10N I � � Y � i ' i r/ /' �X , Y ( CHECK DHJ b I � I / IL ` 1 / I DRAWN 9Y APO i CS ti D1. RAMP AND STAIRS FOR EWSTING BUiLDING C D3. BIKE PARKING 12 BUILDiNG A D4. BIKE PARK/NG 12 BUILDING B DS. BIKE PARK/NG 90 BUILDING B A1w2 SCALE V4%T4r 1cALE w■1'a dCALE: 1M'�,-0r ! SCALE: 1H4'■1'-0' 4 d .P -.. ... -----_..r..,.e.w••. n".tl":7k1"- (�'� ;• � IiIIIII��` ..'t ��•'A-;rWd,., ,,...M;atl�gifie.� :M�'�.ro!:.•' ,�tr..:yrr-�'v11;b.�•ee.. t��ll�9r"A� "�••, - ,..... , .. .y. .. .... .,.. r:,teu.. ,.. ,.........•.:., ..-.•,•....... ..., .-,.,wc:u..._. -...miu.r"wnen<xe.v-.rr.wr.�.rixnu.ne..rar.wraw+ecvnn..wsMw .. ....,.. . _ •.. �n-....n."�""�r�..r "Y`^".a""•'.......ai mxaMxianlru:.ww•ww•...,wsw.r,.w«..•r .*r � tirillirtTrtirr i iirliillilrllll « ` ' 1 t51 P TIT71T I _I, -- - I 1 #1 JmX 71'�.' ' '1 1 r. 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A -1 tv ODS$TEM PrE NMORAL, OF 0 d WINTSML SYSTEM TO MATCH �p d i (AMIInM .SYSTEM lur :... ., r-WASM Ul • h G -Am SLEEVE Do 81�ELSiOeN■IAOOe1 A „�", v+e -sem• `'. / EIIPAIS>N�IJONT- O �}' Al2 // IEFfR TO CNL FOR 8 � 91M PLATE - ,'• '. AtO eIOrON CBMIROL w A M 4822 FOR � r//OONT.(TVP) r 44 . ;: j AS�IO WYILL h E•TVP.-- ^ MAN PlFfREFER TO CNL FOR �. p , a A � ELEVATION SURROUNDING SITE ORAOMq t 1 s+ //2/5WSO611011 !. AND EJiOPr011 CONTROL � SLiM 100 PbrTla�OR 911Qf ••. STAIR SECTION M.w).M.1121 A2 HANDRAIL Al - BUILDINGS 'A'b 'C'ACCESS A4. STAIR SECTION- BUILDINGS '�dl'b 'C'A CCESS F,�c S03.u�.20T7 ° MLE 3�1'-0• F,�: IMM'-0" aGLM lar+•t'a A CHAIfFER r „ EDGE A4 SM A3 A1.3 Al AIA A1.3 t • MAX SLOPE: 12 COWLTANM -- - ;•' t-- M AT 1Y O.C. • M DONT. -- -- ----- -s -' J --------- - ----- _ _______--._.__- r J ,` ORANeErOMD .r•.-r--+'t T,, I - _ J 'r REF9e TO CNL FOR OPUS. . _: -• •r .MAXSUM 12 •.r.. -+ r —J AMO Oi EIS IF f (PUS k a REFER TO N22 POR E1>�IT1m%ft RETANNO WALL •' RETAMMII!WALL ••„�.. -,- ^ ' TVP.-- ti �,: ft4drjwm 116'all ISA 411 Ah SCHEDULE,TYP. JII .�•• NOTE: .• . ' RBEFt TO CIVL FOR 6m CON KtAMID WALL _-�� SURROIAOSIQ SITE GRADING, SCHEDI"Tw. - AND EROSION CONTROL Lu B1. RAMP SECTION-BUILDINGS 'A'b '�C'ACCESS F14. RAMP SEC110N- BUILDINGS 'A'b 'C'A(:CESS Wp �IL& la�ri eCALE Ul'-I1P O � � t � Z ti 9 \ SIOMALK Z a \\ \ Q \ T.Q.WALL \\ WALK Al 151.11• \ mar \ A1.3 \ -*T.O.WALLmDm tr ABOM TREAD NOSNO P�MQECTENTRAM 04 499 all N�IE euaDNoc \\ sew A1.3 A1.3 *E=v 34-NADEMtAII� REFER TO aVt / DRAIN DRAWINGS FOR / DAYLIGHT GRADING AND r' r EROSION CONTROL / co / SSE RACIO T.Q.WALL /r J / LANDING/ � ^` / 110.w � A3 / � � 151x8' _1l/��N(i 0 / / A1.3 ' T.O.ASIS / CO) / C w■ 3t• / / Sr , HANDRAL \, sM�r TIII� OO"r. �--/ SIOEwAIK WALL-l�STRLICr. aDNc.R1:TANNo / / �• r \ 1� AIiIIRD 31.Oo1rtlNuolO Lot M / L HANDMIL / L , arm eKIII eK aT11e1e- L—_ / / °A�OHT R TO CNL L. / MAW�108 POR � `""DM0 r' - s 18221 r r e10e10a 001111101 LDN1E 1222M r i r r � DFAI r r I DRAM er. APO r r / T.O.WALL/r PRCAJMT-• 205170 1SLTV r R T.O.WALL // � L' l'+�'- 7( 1MJ� J 1"' J / /r/ I.OT LM , s ♦ / /'' Alw3 D4. 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J WTAMIMIO WAIL 4=2POR Q '-� moi=• .� { I •-..�. � 6Of®ULE.TW. .- R06W TO 4922 POW MEMPM CM FOR �• � MTAM WWTXL 6UIW MMG WM p11AD � � _ NOTE AND E1108M 0OWTI4CW L FOR ��DSII E.M' '0L REFM TO KNUM MOND WE GRADING sow 100 RETAMiii WALL .� , . AND 9W"OONTROL. rbdOnA OR 91?Ol �. Al. RAMP SECTION- Bv1LD1NG a ACCESS TV MDR& I,Wr-'Mr A4. RAMP SECTION- BUILDING B ACCESS _ p M3.221.1121-221.Mi7 � W.&L- la••ra A +,� Al MA r b '• : MDLWAIX•REFWEI TO — --- CRIT law CHUAFM EOpE•7W. 41 ,�. OON NA.TAWS REFER TO 40322 FOR RETAA M WALL KHEDulE, Tw. iar ®PUS ORM-OAYLIGW — WM0 -� 1 PAreaNci suRFAcr_ REF c• ' • M TO OWL FOR Opus Archilxb� REFER M C1V�_ — �'•• S SUMOUNOMME OPADW Enpinesral,Inc AND EPK M011 OONTROL. 'a- _._ L B4. RAMP SECTION-BUILDING B ACCESS _ U � W u h� Z Z qA +T.O.RETAMMN WALL // �' O w / / / I169 DRAW /' ROCKERV ALIL TO( R / M, / ORAVMM PROACTAIYE / Al • AM T.O.RETAMM WAIL / LANO1643ft MIO / / 1469 / -8" SY 4r � � / � //If\ OTIfRd \ `\u// J 34' Sir Q MOEWALx loot y / CIS / T.O RETAMMIO WALL- / VAM 94_ // MT 1111.! AIA / WALL-SMEE / I / TAX RETAMA WAL / l last T.O.RETAMMt(I wOONTM uous L_- 161.6Mt mWaR11Lt ( 1, ?2dT a I DATE' 1222.06 / R�EIW2OOINE you law C'— O"d '®'� / 1 MANN sr. App v�� PRWMT. 2001r9 OVANMM A 1w4 z Dt Pveuc RMP- BviuNQ a AccEss D I. 1 r : wM4r s IMI 'I WMe PN mg to "M 0110, 01411101111111p 11,1,111111ju III fill I . .. . an..'++... "e•..wkw.:....r ..•,...:. �.ri+r+r Yl4arrpll,MMRY�NMMK..r. -r a. Y .. ..w.•...ru.a-..... . ...-..........•e.,.-++..:r x+rw,atis....s...n... a....•+,-..a...w-....+r.............. a.+rrs,...a-...ww.e..-.....w-..+ . •wwa..-...r..r.w,rr....w .-,...,.....tea:,+.w. 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C.6 � O g rte- A I 1 D' C.7 t I � � � .: aae Dlrl I,; --- cp D.1 y ! 1 -- 02 D W E I rewatartl I s I I -- - - Ass D.3 O O - — a= \ I I OD r\j �. .._ i- 4 - D.4 0 � m� N (i -- I K — n K I t AZ7 �' AM Z <D> O G O O D I --IM D DN � �o O O I O O O I t PROJECTMw _ vr4r I I I - 11cr-r 9.410 _ i ARI, Arl, I1Q1 I C1. f 7RST FLOQd�t PL,Ai1V-BU/LWNG A TMs +OCAA GENER14L NOTES HORIZONTAL ASSEMBLIES fIR' AIOI�iT I AM• A 1. ALL PI.rN YH ka SNOW FRAIM U ONLY UONL NO MINES AM I. SEE WAIL SECTIONS ANO CODE ANALYSIS DRMV111M FOR OW�AIN.ALL DE@SIQb AM TO FACE OF FRAMING UON OR TYPE,ALL WITH FIRE RESSTMfX OPENING PROTECTION BY Ia CFXTER OF COLUW OR Qin.EXTERIOR DRAMIONS ARE TO SNAPi8,ASSk�LE'S,BY EXCEPTION FOR DUCTS ANDaw C IM FACE OF CONCRETE PANED FACE OF E.I.F.S. PEWTAAT10N8• aw 7. ALL DORM OPEN INM PFRPE?DICULAR TO A WALL ARE R TO THE WALL.UON. i WIDOWS TYPES ARE NOTM AND DESCRIBED ON SHAT GENA/ Azs ,-HOUR FIDE dA DIRE P RTMO OR sM01E BARRIER �f TfRt 4. SEF An%*ET FOR STANDARO FUTURE MOIMTm H BBS WALL aR COMINIYOT90N OF(WHERE OCLIM)CON FORRMM ; AND REOU�NTS UON. TO THE MIOBT STRINGENT OF EACH.SEE CODE ANN Y84 PLANS FOR SPECIFIC NAMES OF SC WAIL - »t DESIMAT10NS.ALL WITH FM RESISTIVE OPEWO PROTECTION AT DOORS,WINDOWS,DUCTS(WITH l IONSl PENETRATIONS•AND PROTECTION AT JOINTS. I KEYNOTES BEE MECKMWC�TYR�►WNW PENETRATION � t U FIRE EXTNIIIASM CABI IET,SEE tTTL B,M6.e. JOINT DETAILS WHERE APPLICABLE. O FOR ALL INTERIOR MONIES AND FINISH OWNSIONS RE�9I NONUT®WALL'AT NON•SEAR11W INTERIOR WALL$WITH �-- TO$MEET Ae.,a,A112m.Fwd Ae.3L NO OPERMM PROTECTION R IMMIIED AT DOORS,WINDOWS, DUCT$,PENETRATIONS,AND JONI$UON.SE W11111YPE$ I— /O� RDO-DAYLKINT. SEE DTL CMIA1.2 am$TRUCT. I — — I ,/ 'Wffl TO SHEET A61 FOR CANOPY MAW M7 NIL$MO —----- FU UR WNL• NOT N CONTRACT. IA(Prow MW" 127200 NOTATIONS, t a1TE. 1222.06 l� SUSPENDED CANOPY ABOVE- EXTERIOR BOVE O EXTERIOR RECEWM WALK-OFF MATT SEE CYA2.8. ( CNECI, — LRS WALK OFF MATT DRAIN•AT LOW POINT. CONNECT TO$TOM I DRAMRV BY. APO/TNK DRAIN. Q O ROOF DRAIN PIPE-SEE PLUMNNNO MI MOJECT.• 206170 c , C? FIRE ALARM PANEL THIS LOCkTION 10 mm / C Aj „ BOL ARD.rW EI TO On 1110 02 OP119"Pam ,:� Elan eloN WrtH DSECTIGp IROK,J1'TED. �aF MaNs , • A7a AIO IAGTIOIS m�DE11R1MMlD, tlllllll� 4 — -'..w.w.l ,.ewe,-..._..._—......._.....— _ At .. : .ynr..'gi :.).! ... .. . .... .r ....cwwrnrwa .. .. :-.vr+w ... •rr p �i.r,:.. : . . . :.. F •. :, � �tTlt iii r�Ill�t IJr rl+r . .,.. • „ ., ..,. ,•,....a ., ,. . M 1' t I y :y AV M "i , .�� ' aa 1 TM....:.+u:. ..........,.......,_...«......,....•w..-...._,......«.......-.n........-.. ,.........+•.arm..:.........,.-•..o.... 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All PLAN WALLS slow FRAM M OILY UM NO RNISHES ARE SHAF`Ta Ae�edlLM Ff EXCEPTON FM MCC AN�er cwm.ALL DMIlIO AAE TO MM CF MMMO um OR PENETRATlo K LIEr nl4! COM OF OOLI W OR ORD.E>KIEIMOR DelEN N$ARE TO FACE OF CONCRETE PANEU FACE OF UP.& I t ��oPeeNc�e�PeroOw lcx�uRTOAwAI.LAAErm UON. LEPEND I a YIISOOIIII►TYPES ARE Ncrt® oExfMe®oN eH�T 1-MOIXt FNM:eAAfi�t FRE OR el�A M QAC I Ase IM&OR COMMNATION OF(YMEAE OOMM)COWOM003 I TO THE MOST STRURNT AEOUNM OEM OF EACK SEE I 0• SEE A01 SHEET FOR STANDMD FKKTUFE MOIMTM HEIGHTS BODE ANALYSIS PLANS FOR SPECIFIC NAMES OF MIC WALL AND FWQUWOM NM UOK DUK MTKM&ALL Wf1M FM AESNOWE OPENNIO l PWIECi10N AT DOORS,WWWOWS,DUCTS(WITH O CEPTIONS)PEIETRATUIS,AND PROYECTMN AT XWM - SEE WALL TYPES,DOOR AND WMM SCHMM �— MECHANICAL DRAWANK PENETRATION DSTALS,AND MW METALS WHERE APR.ICAeIE. NONRATED WALL:Al NOMMARM MTEIMM WAW WITH I OATS 12.22.00 KEYNOTES NO OPENIM PROTECTION FAM M®AT Doone,WW WS, MM FNM:EXTNII#lI1iM9R GANNET.SEE OR elw,M. e�PBETMTIOI81,AND,IONlTB WK SEE MMMT TYPEe. l OEM — LRS FOR ALL NTlIIlOR FeSsIESND AFNIH DelBlelO 410 8 =____= FUTME WML NOT N CONiRACf* l pMIMI Sl^ APOIRMI( TO s8>IETAe,ts AeIM EMAUL 0 IOOy HOOF DRAsI F!E-S�FLISSNq I! PRa lECT. 206178 7 o A2. 3a .. + ,..a.fr...^.wwfrrmLL.w.m'.w wq+uk• ,..a.wwra.n.uerir'.r.w.ac' --'.wMVeway _ ..,..Q.:-.• a,_ , .. .. . .. " V '� ,.. I t •ji ITr Ipjr T r t r i i r Ill 1 Ip.7tt I1l 111 �. I �0kft 1 ,. .rw.r•.w-w•y.M•wrvn.r n.- ..-.-'-,r..w,R..,{w-.I.•A.i.e'-+.-IM.wd raw.I4r.-'IqI.-.►+'W.r.t++..l.wLlawa...Y.nY 'wi..w-- .c_.nr...... .r.. 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DOTTED BOE AND CMOS DESIGNATE ACCEMSYE QLAR �b►dsad OR 97201 +. \ 1Ll RAOR AREA SPACES FOR TeL 503.221.1121 F�Ic 503 M.2077 1 1 t OR tlf PLAIN Fail ACTUAL PAM OAlEWATK N 5 // / S FOR ALL WTENOR FDMHES i DR*M0G 1 TO W T$ --- A&U-AAs A r-tom 1. REFER TO AZ1*-A2�FOR DOOR NO. B1. 3RD FLOOR RESTROOM AND LOBBY PLAN Walt tM'r,: i KEYNOTES 4 5 5.1 CL A 8 Q �i MAN Na O ADA COUPLM Y HMD ORNI W FO WAN A A A — - - - - N S� N 5 N .S -� - COMUWM SHEAR M AJ.REFER TO STRUCTURAL. N S ------J---------- r - - �J -— - ---- -- - -_---'-----=—- -- --- C / 1 O4 FIRE DCT*IGl1NHER CAWNET. (_ CONSUTANTS / \ I 2 A A 1 q 1 8 M 1 1 L - O SISP PtT Nrs N a 1 ' AMy O PR LADDER XAL A 'iia A T� r / I t - �j REFER TO SH$TAe.B�,TYP. OPUS. A N S O SLOPE FLOOR TO DRAM,SEE DTL 4- N 8 L N A N 5 N I �y,,,�/41 II�C1W� OR A 5 A Opus I N i s I Inc — \ UaEV \► E I t 5 I N I 'aC� LEN-TL GEND 1 / N OMTED WALL AT N048E 1RNG Wn9VOR 2 0137ER l�I, --- YMN.L.S WRH NO OPENNO PRO TECTION y f R�S�AT DOOM WS'DOUN„=M N S T F PEIETAATTOM AND JONTS UON.SEEMILL A I NSI TYPES. SEE STRICT. W d WGI A S FLlTUAE YMAIl: WT N OONTRAL?.EEV n I t ;� :i•' I � 9 �11• INS � ,► INISI \I291312 N W O A F-� `, N S V er b a PA L -i I L I I I . - C4. 2ND AND 3RD FLOOR NORTH RESTROOM PLAN PROJECT� I I I WALL tlritwr Cl. 2ND FLOOR RESTROOM AND LOBBY PLAN W vr*r: A N S N 8 WL I1 A A A N 7 7 A NS NS NSA . _ . f A LL— - - -- --- -- --- A -- - -- A-- - - - - --{ C ) A - A LL I fly 1 3 A �J N S .UN N \ N 1 UA ir A 1 A A I ` Warr not t ffAM s w f 1. n. (a -r . (D Ar, ; Loog AdW T I I l . to aI— RVAIEN • 1 t t7 I 1 4A ~ � I is i I 1-- Ir - / t t A a Mus ,a.}�} I I E , DATE t2.22.oe I I I v ra _- 1 1 1 A � I ❑ /'' — 1 CHEM — OFU A \` // \ N / �\ l db11MV B1! 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SII i 1 r.�J a wit s 'w '4 1 s Yµ r'L? i I I- -r7l` \ o � - WOOD N 1ma Pr Nox 'IA 5 �►� RI PAHA L iVIXQN DOUGLAS FIR. � C6 Ci A3.2 eY, CS _.. 7101 WOOD NALERS TO Aa.2 a N2 � • o MATCH INSULATION T.O.P. o THICKNESS Q ----- METAL COPM►9 PT WOW NALlR- -- --- LLI -MEfALCOPMNG __ _ -____ 34SUB-W1' 484T - T.O.P. - T.OP. Oow,cu WOW N jum -IQ 1. —- 46'-0' � � �1 - A.I.B. T.OP OF 0 OUNHECTEI TO SHEET I _ CONT.CLEAT I x\ I I -sem METAL AND METAL DE(, :40 I I I I BUTYL.FLASHING TAPE WITH i14)r F.H.TYPE`A" I I I +- CONT.CLEAT METAL PANEL \ p SHEET METAL SCAEM 01r II II+ I - 3L1•SU8431RT I ( . I I i - METAL COPING O.C.MAIOMLIM Ts FRAME-REFER - awma7 SHEET FLASHING- -- I I BRIM(CONT.) -7 s 3X P.Y.WOOD ti -_- BORE AND COUNTER BORE TO em- WRAP OVER PT NAIIFR ( r AIJL -\ I W1 5W DIA A.B.0 4r -- - — - — oDNNec.T TSD sTxuc.•fuw t�VIM NAILERB AM sr�uND OFF �_— — I -- `��BUM FLASHING s _ _ 4r r A O .TTP. /� STEEL WITH 1 S 3f4 NFJ-rIOM aM PER��, SINGLE PLY ROOF I - STEEL AT 2 11 U.O N. TS POST BEYOND- I All WRAP OVER PT NAILER -� 1 �� II Ii + I TAPE MEMBRANE SYSTEM -� �' E TOP OF TLT•1IP 4- Al2 REFETI TO STRL I - -/-METAL PMEi l- - _ --" --META.PANEL A32 .1---- I • -P��_� .. `- - METAL COPMNG M FACE OF ODNC.P4NEL v I - TOP OF TLT4P ATTACH METAL STUD _ I 1---- - TOP OF TLT4P WOOD INSULATION -� ��-0D>MN D4S (_) TREATED PLYWOOD AT ROUNDED PENETRATIOkA3� �'�- FASTENERS 0 W POWDER 24 OAC.-- I I • I I I •1/r DIA X 4'A B.AT 4W O.C. T.O.00IMCE / LAYERS WITH 1 BOLT AT /� ate, EACH CORNER I T FACE OF COM2EIE PANEL I •• - - I Y ••. �- U BEYOND POWDER AT EA,S D POWDER ACTNATED I • • ° PARTNER AT EA STUD p AT SQUARE PENETRATION: LAP JOMff HALER SLOCNaHK>I - _. FASTENER AT EA.STUD.-- -- I I a • t • BATT Pft"TION ~ SIZE AS NOlE2D,SOLT COW TILT4P WALL I I I I CORNERS AND 0 2'a O.C. _ • •.) I . /-CONCRETE TILT.-UP WALL y I I 1121 SW SaImm ——— -- -- SHIN 100 •' A4 PmlarA4 OR 97205 �. AL 3 Td 503.221.1121 to Al. PARTIAL PARAPET PLAN A2. BLOCKING AT ROOF PENETRATIONS A3. PARAPET 'CURTAIN WALL A4. PARAPET OVER ENTRIES A& PARAPET A CONCRETE PANEL FaL 303.221.2077 SCALE 31W 4r SCALE: 1 1r^1'-W BIJILE 1 1/r•V-w SCJILE 1 Ur•t'-0r SCALE I W•114F A � CS Or I VERFY WRH RJAmw SSNGIE PLY - -• �.T-s A SEE PUR MEMBRANE INSULATION A 2 3W eule4M METAL COPM SYS oS I I I woo ISLLATION T.OP. HOOFING ( A1.I T.O.P CONT.CLEAT 4a-W S""EM I tSELF ADHERIN(34�1'•e' t BUTYL FLASHING _ T.O.P. TAPE-METAL PANEL a-v BATT INSULATION ••..... .... ....... ' METAL PMF1 _ _ SHIM(CONT) I '-'1 IXXVT.3X P.T. --. L METAL PANEL. r x 4'TS SUB-GIRT WOOD NAILBi Y T8 FRAME-REFER �.�� SFS - - 42'-7' A TO STRL -- 112'STAND OFF Lr x r x 16 GA CLIP CONSUL TANTS f SINGLE,'LY ROOF I ( SINGLE PLY ROOF CLIPS PER MAN IF. TO TS,SEE MEMBRANE SYSTEM ADO I I ��.,_ � CO> ALIGN MEMBRANE SYSTEM D4 - 42'-T A STRUCTURAL <� COPING EA.ME $I TAP. 43 2 ..l-_ _ A3Z I t3 BATT.OF SA'EXTERIOR SHEATHING ar I I RIGID NSIJtAT10N ! + - I RKiD INSLI ATKIN 4• I _ ��A� METAL FLAHHG[ I I I CLOSURE-MATCH META[. I DRMp . OPUS. �-SELF ADHERING BUTYL 4'METAL STUDS,BEE LW. /, SUMP PECE1VER _ METAL PANEL FI/1BIIINGIt R ARNM TAPE r x 4•TS STRUCTURAL^ IST � Opus AfCtIbft& 032 OVERFLOW ORA"SET r 1A gO�T NNOTAATITION FOR I 1 Engineers Inc ABOVE 4"DRAIN•SEE - SIS•EXTERIOR SHEATHING y I I I ' ROOF PLAN A PLUMBING DRAWINGS BLOCKING-SEE A21A3.2 t I i ! ' BATT PISULATMN -- -- - --. PIPE AND BRACE I I SUPPORT-REFER TO STRUCTURAL ALONG GRD G AND 1 xt�Y W o a B1• PARTIAL PARAPET PLAN B2. ROOFAND OVERFLOW DRAINS 83. PARAPET Q CURTAIN WALL 84. SCREEN WALL B& PARAPET 90 CURTAIN WALL V a SCALE: 3M•o t d WALL, N.T.S. SCALE 1 Ur•V4r SCALE: 11R'•1•4r SCALE' 117•V-7 V � • � J L Lu uj LY • ... OONC PANEL_8EE 8TITIICT • SEALANT ca ca W DOWNIPOV A DOWNSPOUT VERIFY DIVISION x NOME-VMIFY WLZE W WI MECHANICAL � Q •° FLUMSM CONT.CLEAT C RB-SEE MWK —MECH.CURB-BE MECKOWN 0 Ch ATTACH W1 POWDER FASTENERS '84 - - - ---� - Is IrEN0" COUNTER FLASHING C - - COUNTER FLAWIBNo- - METAL COPNG Z � W AU �J TOP OF MA�x TROP OF-CURB_ COORDINATE VM14 RATE AM Q � � • ° '"A MECANICAL PT WOOD NAIIa I / FASTENER B`1 I� � •L •• ATTACH TO MLZAL ROOPO MANUF. ° CONT.CLEAT ATTACH STIRS 0 24.O.C. • W1 POWDER DR VEN . _ TOP OF PARAPET.RFFM TO APIET J _ _ -� _ - --� •• - SINGLE PLY ° ° FASTENERS 01rO.C. . : SELF CLEAT WPP DETAILS ORT � PRQATCTAL4AIE ° •• ROOF . EXTEPDFLASHG 01rO.C. ---� - I MEMBRANE MEMBRANE UP TO T.O.P. • 40 • --CONC SLAB ON GRADE-SEE •• ° SYSTEM TOP OF CURB a T.01. STRUCT 4ra• t CCWICNETE PAD WITH WATER MOISTURE BAT I /1� a+ • P • °• • ° SINGLE PLY ROOF '. ' PROOF COATING. REFER TO WRAP OVER PT HALER ( I I CONT.CLEAT 1 I'LONG I 032 a'• MEMBRANE SYSTF3r1 .. •j . .r. . MM?CH1AMfJLL DRAWINGS FOR Q � I I I SELF TAPING fiUPPORf y W • e. . LIVER SEALANT I I I 01r G.C. 47-r °' •° ,, ° I I I SEALANT • SHEET FLASHING WRAP �� Q QA392 iOVER NAILERALS 4 • ' METAL PNB• - --�.-� :dam-.---� -1-. --w- SEEWALLSECTtON SEE STRUC URAL DINGS. SEE STRUCTURAL DWGS ui ui FOR NOTATUIHHS. FOR NOTATIONS. I TI I II=I I • . —. I � �I �I��IIIIII(- ' WITH ME�CAL D NOTE:- WITH MECHANICAL D _ TOR M ro g Cl. PARTIAL PARAPET PLAN C2. OVERFLOW DRAIN NOZZLE C3. MECHANICAL CURS/PEDESTAL C4. MECH. CURB 0 SIDES AND END C& TYP. PARAPET COPING SCAL& two 1141' SCALE: 11frti1'd WCALE: 1 IrPM'4r WCALE 1 M^1.41• SCALE. 3a1'-0• C � r � _ I �r nrtLr MOISTURE BARRIER I I \ / SHEET FLASHING I I \ / SINGLE PLY ROOF BATT ISLLATION L MEMBRANE SYSTEM \ / �r-ROOF H117CH \ � HOTAIR A3264 / SEALANT AND RACIER ROD, -' SEALANT SEALANT EL 'ti -PLATE AND FASTENER L ��-TYP ALL AROUND at \`-� ✓_ PIPE CLAMP RIGD ISUJIITCIN i I I - PREFAB.PIPE FLASHING SINGLE PLY MEMBRANE I �—"Wow BlDC1014G �- / HOT AML MELD I l --- INSULATION OF 1100E I (�wwrm iMMax1) 122200 ! +�' {;FELLING ASSEMMAY , -- SINGLE PLY ROOF M IEMSIWWE SYSTEM ON SLP SHEET DA TE, 12.22.06 --- dD LYSUUATKIN I \_j I Cfl[ClC DK! ,_,�-STH3LADDER MMPOTEDTO _ I BRAWN9Y.• TWAFO TOT. .K WALL SEYOND BS '0-r M 4r-T 116 2 032 - PROJECT 20617Y S�POST L_-_.;-WALL SbC�_ G1 of 7(c METAL DOM PARAPET - D2. A302 AL ETP ROOF D1. PARTIAL LAN BUILDING B 00 ACCESS HATCH D4. FLASHING � SCREEN POST D5. ROOF SYSTEM AT PARAPET SL" IV■1•.' SCALE Vt%rf4' mummamm, 's��. SCALE 3••1'41' SCALE: 3'�1'4r 0 0� 1 2 IIIIIIII� 3 I� 4 Illll• S I� o.�pe.,rwu.•■..�w. •. ' '- �L ;, •: . . _ ,..b,. r ,a:+��"'51�,1`.k!S-` 6. 1p!'I$!rr''S•5�9 ,ma1�y ': 'gym- t.r•y�,w•mte v ':3f '� ',�r ^ :'R[f�yY+b �.�: I ' .. + • .......,...r•.+.rrr «++'MwMm... P+• •s: -r - - .•i.•e+ • �j�-� : �� j �,t - 1 t ISI ill ►�I Iji ill 1�1 1�i i�r i�lr�l ijl ISI I�r i�I �I ISI ISI 1 { rI r r1• , -. !! 910 1 Z30XIs b � u �u li l i�w � luu uul ul uuluu , •• • - � ' • «-,-„ .. s.. .. `.w.».... ......,.....+.....,..w-,-....w........r..-._ -•.,._......-......-....w..e. ..,....R.i-.. ..•..... ..r..-... .,.•..............r.r�,.r....n........... ..rs..c.,...,.,......,-,... _ .. _ -. _ •. M ' • ,. ..o -., ,..... .. .Q.�WnM.}Y'nM•a•wi•.J•a..n.lw. � s.•,.'M .:.aw --...d•.... +.u'«s'. .. r..�.1. Y M�rv.�„� x.; ,z 1 .1 plD 36455 PAT CIA L.NIXON • N , OF 0 GENERAL NOTES I. PAIR ALL NON-NOTED M WCE1jAmR NB I TEMB TO MATCH � ADJACENT REFFRENCED FINISH COLOR LION. Z SEE WALL SECTIONS FOR PARTIAL ELII/ATlcw NOT SHOWN. 1 I 3. SEE DOOR AND W ("N SCNE UULES AND ELEVAT"4 FOR n ADDITIONAL INFORMATION 4. WINDOWS'To ALK;N VERTr_mj1',TYPICAL LION. � n KEY NOTES O THS!BitlCK SYSTEM c2 BRICK VENEER-SEE SHEET A6.7 A B C T, 71, CONC.TLT•UP PANEL 1121 SIISabomrl4 Do DQ w 06 06 � 02 Slld�e LOG L1D..2 A62 , D3 AU ALL A6.1 A52 A62 4PANEL D1►iTAL1 A.6 A.7 B.3 B.4 CA C.7 BYPardwA OR 97203" T,O WAIL I t 1 Q NOT Ute• Td 503.221.1121 g�� -� I T.o.wAu \ r REVF1...-sEE AyAa 3FaL 303.221.2077T.O PI118 T.04?�' t�7 t•REVF/H SEE A6M6.3 A - _ _ - _ _ T.O.(!1118 - ---- - - - - - - - - -- - - - ---- - - - T.O.PMEL - - --- - EL 4r-0• O ADHERED ARCH ,PAINTED EFS PILASTER,REFER TO D1/A5.1 SUSPENDED CANOPY At LOADING DOCK PIi�7�HED METAL PANEL,TV 12 NIM STOREFRONT SYSTEM,TYP 7a1m Fi GCM! / THIRD f�00R 13 CUtTANWALL SYSTEM - O EL2e-0` -� 14 GLASS CANOPY ON METAL FRAMING,GL-4 / -- ♦, / / --- / � i ; ./ � � •// /i 'i � / /ii i / ' 'i 15 E)rTERIUR LIGHT 1e RUO-DAYLIGHT,SEE DTL C21A32 e e 1 !� / // / !ir ; / 3 17 CANOPY CONNECTION OMrmm FOR CLARITY. - - -- 14 I �� - ---- -- -- 1 I 14' CON&N-TANT.- SECON --- -_-B.Qr� - - - �B614 FLOOR - - �" I 1O - SECOND FLOOR - _ -- -- --- ---- �14a -� LEGEND EIFS Opus Ardlibeft a ® THIN eRlcltr BRICK vermt Engir4 w%Ine -- _ - - FtitSi Fu�oR FetST FLOOR EL.o'r-� -� - - - - - -- ' -= FIRST FLOOR SPANDIeg MAM M-2 I � � EL na I -I � I 13 I I I I L L OWNER a I 4 81. TYPO UNOPYAT MAIN ENTRIES B2- TYP. RETURN WALL AT MAIN ENTRIES B3. NORTH ELEVATION- BUILDING 'A' V Q . _ sc� +r-r-C srArE ur-r� sc+uE Iff-I'T A Xt y 1 2 3 (A 111 • 4 5 6 7 6 9 10 11 Z 04 De 04 D3 02 02 A5.2 AU A5,1 A6,1 1 AU 6M. 0.0 1.9 5.9 11 6.9 4 8.6 8.7 9.1 10.1 11.1 Z 4 tl 11 T.O.� T.O. _* -4 Q - - - - --- - _ - W, `L _ - - - - - T.O.PANEL ai - R.4r-W + m - MGZCT~ � � � THIiD FLOOR ELMO 00 Lu - - - - - - - - SECOND / / / / WWI - - FIRSTFU�oR rnni I I I I � 116.1 I M.lju I D1. EAST ELEVATION- BU/LD/NCI 'A' I EXTERIOR I FINISH LEGEND L Fawn O MMwlM Calm NbM L - I& M+AI) 12.22.06 P-1 PMR I DATE. 12.22.06 P,2 PAIR PAW FL4 PANT I pEGC DHJ THNNUCK I ptAWN BY` APO MASONRYVENEEFt - N. PRCIECT.• 206179 7() A4. la off + M 2 r , � 4 6 � anwr•�u�wwr�ra .. �.- _.,.-.,...•.;,...•,n,,,.. nw� �Mseaa'r^r.'...r.a.{,�yyt��lti.*y�m ,. w.: w, 1 Oce 71►"' :.- ..-. { �:.:. - ,.i r►j�t it ' rT rrlt r itllillitrrllllrrlrlr ► trli � l a � • � 4 dl 7 sl I �o . 1 30X 1 N0.30 em IUl(Ull lluluu lu(iu i(lu �ulUu lluliui uuliu Illi uu u�i ��uluu,iu�iui._,,, e •� a .� .L`... .. ...,,.... .,.wr.....w .........,4n::.+.e+•:..+.....+.�r..+. ....►._wrzs V•.r r...n._,..,..- -,. .. -,.....w,......-..... -r.+.+rw.wti.....r-._ .,...w.. A .. , .. .. ,.,..w. ,R ,,{,,,iy�,.. .,,....-..rp: .. .,..,..s..wwws.w.. w:...c.*•+. ....- wr .....w•+ .. ,,,p....:- -, - .- . w..f..,.-wo►.,YYa. -. .n•.w--.•......roc,«-,.>h..... r.u• -ani..w.nrw.o......+rw.ar+rr.e7rw'.,.. .. „sw„� &` wer ...,0„ae,.,w`4✓ ..,.wws..srr-r.n.,..-,^f*„'."" .o.... ,,. .. _ ..- i% n' w1 y R `W^r yt A% 3645 PA Ii IA L.NIXON • N ,0 GENERAL NOTES OF 0 I. PAK[ALL NON460T®1ISCAI ANEOM TTE a TO MATCH � ADJACENT REFERENCED FfMSH COLOR LION. 2. SEE WALL 8ECT1OM FOR PARTIAL ELDATON6 NOT SHOWN. !. SEE UOON AND WIMIM 9CHEO LES AND ELEvATIDNS FOR ADOR10NMl INFORMATIOK 4. WINDOWS S TO ALIGN VERTICALLY,TYPICAL(ION. 4 ti KEYNOTES n (D THMN BOCK SYSTEM O BRICK VENEER-SEE SHEET AS.7 O GONG 1LTA P PANEL PANIELJOKr 1121 SWSa6•o• y E D C 8 A © NOT UBM. swu 100 D4 03 De PadsiA OA 97205 �. A°.1 A°.1 AIZ © ?'REVEAL-SEE AbfA4 3 T•1 509.221.1121 DA 8.5 A.9 1•REVEAL-SEE AUA53 Fa.509.221.2077 ° 11 11 O ADHEREDARICH1.CORNICE,PANTED D T.O.WALL A I I I �Ot—� O EIFS PIASTER.REFER TO D1/A6.1 AL EL 4r.W T 11 PREF/SNED METAL PANEL.TYP ALiM STOREFRONT BYSTEK TYP EXTERIOR FN 1 LEGEND - �' I - / / I / ------ / it I ii 1! CIJRTAINIIALL SYSTEM cow M" FYiA mom LlI / / / / / ° 14 (FABS C/1NOPY ON METAL FRAI/q,a� P-1 PMR - _ 16 E"Bm LK1M -- PAINTice: 1 THMO R.00R O ROO-M%W"ff,SEE UM C�M 2 - - - - t ---� 12 tl P4 PAW wr CANOPY CON1NECT10N OM ffM FOR CLAWTY ,4 I I TS 3 LEGEND / m / I 14 1 SECONDFLOOR S8 - EL 14W--� : OPUS. do NOIBIYG AZM OL-2 f1gIT1S6TS,UHC00/1 FRET FLOOR EL 9-T OMER I 1° ( I Y V V M. S COURTYARD ELEVATION- bU/LD/l_: � N a WAM W 1-r J L U I W = h y 11 1iJ ( 9 ) 8 T 6 5 4 3 2 1 0 D2 Y 00 01 )204 D3 AU I (AK1 (:A&I. 11.1 10.1 9.1 8.T 8.5 8.9 5.9 A5.2ells 5.1 1.9 0. Z 4 ° 9 11 T.O. T.O.VNwL rAS 01 PRQEaCTAMIE AIS — — — — — — I — - _ _ _ / / / / T►M FLOOR Q tu / / r ° BWM FLOOR ././ -- 11 - -- - - -- -- _ - - - _ — - - - - -- - EL i r I. 01/1 I 1. wEsr.ELEVAnoN- BV/LDING •A"acme We 14F I I In Own* , 1222.06 a I DATE: 12.22.06 I CHEM DW I DRAM BY APO PROJECT.• 2MI79 f 7�, A4. 2aI �i♦ 3 4 1 "CeMv-•.^'a......__ --„.r:: ...,.n.,.r.ru.wrnw..r+.a.na«.rrrarwryvlrww'wr'c�r.carOr' w, em r ._�. .. __ •a.r,. np.s i'•sw_" f 'A” - •r": 't: .. 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W4rUJEVATM=laS 2 _I_ TOP OF PM8 -- - --- - - - - - ------ - - - - - - I - .� I ICEY'NOTES " 1O METAL PANEL SYSTEM. ~ •' • O2 SDXXE-KY ROOF MEM S RA+E OVER NAWL ATTON n NR.FRAMIN10,PLWD.SHEATHla h ti;. "t•' O T.S.POST BEYOND. REFER TO STRUCTUNAI- j.3 i.r:' A:• © PREfMISNED METAL PAN FLABFEIO- 1121 . mimm ––––– �:,f AiJ011 Mi T O OI�Mi –_-__ ',- TA,Opera O ADHERED ARC:ATECTURAL CORNICE / swm 100 �• i Qi E.LF.s PwtWvA OR 07105 �. T�.'. h ' AU _ GRE CAST tXWC TILT-UP?ANEL.PYWTED Tel 303.221.U21 Bi FAX 1. t ` i ALUIEAM STORtfRONT WMOOW SYNELl A � .,�:: 10 METAL STUD FRAIE/U,BATT�W VAPOII� w � I r � ---r--- I . I GWO AT CEkJWl OFW. . . •, ` 1Z BLAB ON GRADE. 1E PRFLW CONCRETE GAP. K'`. I PREc,AST ooNa�ETE SIA- FM N AU MASTER-(HIN W"ON IZMEPITRIOW NOM P AS 17 •>"; ;•!, AU T SBL A2M •� 4 11 E.I.F.B.XANT AT TLT1P PANEL JOMT,TVP. ALIBI w BUff OPOM LOQ OP13m 1t REVEAL-A BEE DET+AIL/.SM3 i•. " Js,. 1 M. I +.;� , IEw'FAt-B SEE W-A&AGOM fir:; �'� •• O RE11R TO XTRUCTUM FOR AMML BEAM I J= BLIP. !'<. ..• At3.• rte', •'.• I � B CONSULTANTS Al _ , � , -' ._ - •' �- .� M' : OPUS. ��1�;...; :•.. •. .r. ATi.1 ' d' 1110 --- – _––_ %* –_ ALIGN WI T.Q OPBwili T.Q WWW M. M. / .r,, �;. ;! // '•., Aid r•...,, .:..� t;:: •. / '''/+: of � '��, •• �,�1.�: �- •{•*� Ste- IX ca Lu 19 i ~r' t• .. '.- ,;y •.i.•• ;(.� ',.. moo/ OF r, `,. 1.• ,, • a w ALS MWJECTMW SECM�RAM A. '�' - •'• I 4,' ' y ---- ---- ^' --- ��: T.QOPllfafll .d As s AM it +. MONSOON I C4 amr mu Iio ',•':'' IAA. �.r '. Ty • — :{�'}i I as ar I 12 Y•' • �' L y^ 1aIt -----— – – _ —. – •+. , ----- – ---- – – ��' � M' FfiST FLOOR I i La!IE- 1222.08 ImmT: 0HJ Ir APO ja • !E FAMf.1 FOR N078t DUAL .: . BOE DW&I FOR ND'Tf1B.DETIIL . . PROACT- 205170 TAPAEM NO 01A� TAROETII,IMO OB19001M OP/OMTt+JD At(f� D�TlM1T!°n M(M►. 01. ENLARGED ELEVATION DETAIL D2 WALL SECTION 03. WALL SECTION D�. 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Z ``' W I III PIPE HANDRAIL ` EFT.ECTED I III I / EUNG PLAIN ( Q I III I _ T.O.CONC.LANpq-� I PRC ECFAtAIIE I III I t tti*T.D.STEEL i' I PIPE POST I I I HTTt�PAN WELDED BEYOND j / i- I THro FLOOR -� STEEL SINGLE,WELDED Z j I j LHC18TR2 x 10.6 coNc LANDING 77 LJMNOM HANGER I I I I I I O ATTACHMENT T PER BIDDER CONC'TREAD FN.FLOOR¢ANDIioZ r -- �- EL'-SEL SECTION . , • i' ELEVATOR I II I I I co MC12 x 10.6 STRINGER I O.TREJID__ • �•E�• vARIEb � , . '•::. '.• `� :' �' DDDR FRAMEJu I II I V II p ' SEE STAR SECTIONS AND J I I t I r I I EIIL TYPE Al0 WE I"PLAW SHEET NLAF �l�� \ \ \ I I I I I I I sT�aTRMloee eEYo10 I I W WALL Asslal<r DETASJI (3)SIDES 1� � x 4 x 6flr STEED ANLGL.E, I I I I ( 1 O CS x 116 � Wl3D TO t�s�EA LSO I I I I I I Q II Cl. INTERA�L�IATE LANDING HANGER C2 STAIR RAIUNG , s� I,�,$ - C3. BOTTOM OF STAIR AT INTER. LANDING C4. ELEVATOR DOORHE04D sf�LrC t iR'VT� Sc�c• t'•t-0'' SCALE: t 1r^1'4r I I Lu c _ II SECOND FLOOR II Lu \� 3 trr \ l l STEM PPE GAlRORA< ELEVATOR DOOR SNEf ff" Wr DIA STEEL � SILLASSEMBLY II GROUT AS REo'a STAIR STEEL PPE HANDRAIL -I yr oD.STEEL GMIRDRAL s PIPE HANOW& I I ( 1 I HANDRAIL CONC FILLED METAL PAN - TREADS BEI�OND 41 T.O.F.F.� 3 c I I I b • •� �1119fIPY 91 MAIalf. I I � I NSSE FLOOR ASSEMBLY V ,�� a - - a ADEQUATE ------ —+► I I lL,! 'L'� My) 1:X206 'LDA 9---0 JJONTSSo RATE QN'E' MATCH WALL d 4 1 L J _ FISBT FLooR I DATE: 12.?Za06 II CONC.LANR)NiG 1 1 �-Jr x C x 31S'SENT PIS.RILL - STL -VERIFY SITE WI I 1 �CIECK. DHJ WIDTH OF OPENM. ATTACH CONK•tANDNG1 an -ANCHOR TO I ( I DRAMTIOI! SPQR w vw Powm DRNBI - ti AS FD I I PIT SLAB FASTENF]RS AT T O.C. �' _ _ FN.FLOOR(IANDMIG�- - - - - .., ; • ,• . EL SEE SECTION FN FLOOR(LANDMq a SHAFT WALL ' ' - • 'j ' ., .• • IN VARY PW-UECT. 2MI79 NNII • - MEf SAFETY cxd)sURE SY - d -�_ _ SUMP Pf T am •• • '• Id . a •• 12 OA STEHTOE PLATE - - - -- • WELM TO POSTS a STEEL4 J METAL SUPPORT BEY= IIEAM ME"= Q D1. GA URD D • GUARDRAIL ELEVATION AT TOP LANDING D3. RAILING ELEVATION AT LANDING D4. ELEVATOR DOOR THRESHOLD AT tle sMAT A5. 5a ,,.,.�. � t,,t,�,, FLOONt 2rMdAl03n1 D4. ELEVATOR HOISTINAY SECTION 0 � 1 SCALE: 3'y1 d SCALE 1M'�M'-0r � 2 3 4 • ., ,..,. ._ -- ... ... .. .. .. • _ `.t^`+°MF _. v►1••rw'n71M1�/R +.eeR.+.^+yMM'I�.;,+n's4wMM7fo4+r'-aNPF•zP�M'�Ir�rn�y�..� ....,..,.-:ex*rrM,....,r,...;, ,,IgMfp,,. ,w'/„•,.,.r..wx.«:a. � .... Chest+ Y4 +at •'nv _ - •. ��. 1 �r I 17 � -i. „�• � � I yNarzwasrterama. ..... . _ .. 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I ON OONTNE r OW BOARD riDOM 1 INSULATION ''� ° a ° d /�"CONTROL JT LINER I --&vr CH MR STLA IEALANT I I I �' �- :: ;. r J•CHA DIEL STW I =•• �GYP BD � STAIR::: mill _ - -- - �~ _- o ° - - ---- -- v c v a 1 a -44JNNER A a a. 1 4 d a v a d FINE 1k#~ zea'CONT CLP ATTACH TO ABOVE IFA11 I I I I d J•TNACK PRIOR TO BUTALL ° - -- flllTES ABONE BEAM r-W CLP,EA SIDE Cm� S - I - — w1oK) TRACK I r rim.672ND EDGE OF ALAR! -- EDGE OF etJIB 0 j , - GYP eo SHAFT LINER =�- 4• III GYP.SO. I I r METAL STUD I I r SHAFT rw1LL fit?CH Mn STUD _ • 0Ar GYP.B0. I I ASSEMBLY(t�Al) I i I I EA eDE— STEEL BEAK RER$r 7O I -�--6A'GYP.FAX ! 3.522'METAL STUDS I I : w Gvr w STRUCTURAL BiIS BEAM REFelR TO I 4•METAL STUDSTRUCTURAL ( I ACIOUST1C/IL sA'GYP.BD. i ``�---STEEL BEAM BELOW N0011- QE I i ' 1IA1p1►SHAFT BB)E INSULATION STAIR - 4'CHAISE STUDS I I 7 --r MTL iTIA I i I I I SHAFT I I -ACOUBTTCAL DATION I I I I I I I :':' - ACOUSTICAL I I :.': I I I NK!ATKM 1121 S'WSaba= Skim 100 PwdasA OR 97205 �. A2. 1 HR. WALL Q STAIRS A3. MR SHAFT/STAIR ENCLOSURES - PLAN A4. MR SHAFT ENCLOSURE A�. 1-HR WALL TeL 503.221.1121 Brru.E: 3tiro• scALF: 1,To1•-0' - (� STAIR LANDING Fay 303.221.2077 � elxoNo,r arm r-,•v - BraL�. r•,'a A n r MTL 87UD CL -W OVP.BD, a CLI r MTL STUD LME OF STEEL CORRIDOROR Cut _.-- '�' _ - 4 3W - CNWRNEJ STUDS SEALANT I BCAM BELOW TEa1RlfT ACOUSTICAL _ -__ I -----LXW GAUGE ANGLE Mr1 a i-CONTROL JT Ob Ll r MTL RTTtxIB 0 2r_ _ I I i I _�--r BILAFT LEER � ME(21 SnAFT GYPSUM BOARD BACROIIG d ° -�—J TRACK r �— ACOUSTICAL INSIXJITLON ° a a - 8B►cTrr.RD. rJ RUNINNER d I rW CLIP-ATTACH TO _--_ TYPICJII INCINERATED f-lRE / d - CJIBBET I/ -- _ ODNrT1101 JCMR da PRIOR TO CONTROL JOBfT-- BASED ON LARSEN MAMJFACTiXaN(I COMPANY - - - - - - - -- - --__ _ AIS Y STEEL BEAM-SEE STRUCT SEM RE-CESSED 210940 -----STEEL.BEAM-REFER STEEL BEAM.RFffR-� TO STRUCTURAL / /,-- ACCOUQ=NSULAT10N- TD STIMJCTuRAI I I r MR STUD I 1 I 5W GYP.80.AT BEAM _ _ SA'GYP.BD. / CLIP P«mm ATTACH O ACH TO wNERE OCCURS I I I I ONLY ASSEMBLY �-- r%r CLP-AITACH TO hm COAIS4l TAAf'S ACOUSTICAL I I -- rx2'CLP,TOP i CLP PRIOR TO dB'GYP.MID.ATTACH SBT GYPNAI BOARD TYPE•X• NBULAYM I I BOTTOM -_ - ASSY TO J RUNSiER Np EDGE OF SLAB 1 I 11 X 1?CONT.CLP rxr CLP TOP AND - �— rXr CLP-A iTACH TO 4•SHAFT WALL- I STAIR_S 1 BOTTOMCLP PRIOR TO /\ I IF III, I I I 1R6Cri1 SHAFT ASSEMBLY /1 OPUS. WE FLOOR Plllld FOR WALL • I I - J TRA,CIc r I I I I InTYPE vlAll TYPE vAl®B IN - Opus Ardlilecb d 7HKZ EN AND MATERIALS eE OVr.B0. STAIR I I TENANT I I I S'J TRACK dI'GYP.B0.-� I I I I i I i r MTL frilm 0 21•-.—� I 1•SHAFT LINER FOR STAIR LArOMq SUPPORT C X 19*ANGLE SUPPORT I 'If1C - I 2-1?SHAFT WALL I _ r MR STUD TO 12 I I I I I I �STRUCTURAL WDWoe KA I-lJFIRWq WALL LV J WALL FMMBIG I I _-- CONaTK)N-MM a 71107 oc�nCN-NON�I►TBD � ELxdE of SLAB I I � I I I -- CHANNEL STUDS I NOTATIONS(0 STARS ONI V SHAFT LNER ACOUSTICAL NBUATICN --� ATTACH TO J KNOM VW 1•x,•CONT.CLP � B1. FIRE EXIIHGU/SHER CAB/HET 1 HR. WALL (� STAIRS B3. 1-HR SHAFT ENCLOSURE-PLAN B4. 1 HR. SHAFT WALL STA/R/MECH. SHAFT' � B2. (� BS. 1 HR. SHAFT WALL STAIR/MECH SHAFT � O o ecxF 1 U1'r,a euBnNo I!' SICKE: 3'-1'4" BUKDMIO'A SCALE- ral-(r () Qqa O • ab __ I 4 CL ', C9 21?Mn sTLA- '�`'� �` -r MIL STW v ., I i i �� i I 5AT'GYP.60. \ dE OVr.Q 6x3 T.B. CL COIR OR -ur1E OF STII3luj LL } I lEALAIIT LlL�OF S'TL�i TEi4ANT SIDE BEAM BELOW —t•GYP BD SRY1F T UN@t I I I r MTL BTUO SEALANT_ ��- BMAIaE1WW- CLOKT IDE SEALANT' METAL OECrC v . 111I •-;� —ACtxrsiTCJlI NBlAAT10N �O rTa aDBIIRE d ° ° ° d �1•GYr BOARD �LLA'''T S'JJRUIa1REt � °° ja ° ° ° a ° 1 d - - VI I-- - - --- - - - a a D CONTROL Jr O V m r JlJIIANBE Sruo ° Z ZZO W FBE sAIMo IULaATION t• __ _ � X 4 i�RRIfB�11 ) _ __- _ ELEVATOR SDE Y ' Q 4 4 FIRE -- _ - .. a FIRE eAF610 NBU_•TpN - 2XZ CLP,EA.SIDE pa 0 N F1alTB 2�CLP - - -- - --- - INW�M yw�) JVE ( aw GYP.in on CHANNEL ABOrE BEAM 3m CLP I - I I I AE iAFB10 N - --- C4 3-111JSTLA AT W VM r WOW.W. FL1TTEf ABaE BEAM -- _ W UYP.W. PROJECT NUE SHAFT UIRR - - .'Pomp--- I XIX Y!GA,CLIP(LY)Idf.) , 2xZIT n1I(CONT,) --- 87M BEAK� EDGE OF BURT. i I EDGE OF BLAB CLIP TO STRILIVURAl I I _ --STEEL eEJ►AMLREFBI TO SEE IE�ii. _ �� SIB•GYP.80. I STAIR SIDE r METAL STUD I I I AASSE d r 1Ir SHAFT� �� ~r EA SDE ( ) 2x2 22 GA CLP.ATTACH TO SrAR 6UE T _ - 36W METAL ST1� J RU!!ER PTiIOR TO La 9 sf r METAL RTUD I _ NSTAWITION 4•MR SRA 21?MR STUD-� I r MR STW bAr'GYP.BD. I _--STEEL BEAM BROWUA I I I ! I I 4 If r CwwE moos I I ACOUSTICAL STAR I SHAFT I I ' I I I ONUATM I ACOUSTICAL \--Wow.BLTI 3-,? `--KETAL CORNER _ _ I I I I I NBULATDN V CIMNEL AT X M BEADS I CLFAR D�-- CH MTL STW r IIIAFT 1�� C1. .SHAFT BO I Ste: 1,awa TTnIA1 SECTION CZ. 1 HR. WALL STAIR LANDING �•� C3. 1-HR SHAFT/STAIR ENCLOSURES - PLAN C4. 1 HR. ELEVA R 911 s..,.o. TO - ENCLOSURE C& 1 HR. WALL 0 STAIRS scAL�: r•,'.o�' eLlrLnrNa A, SCALE: S••,•-0r •-�� 4 vTL N71D r I r MTL siW BIB'GYN.ID.-�, I I I w GYN.BD. SEALANT I 6R l/WT -1'GRIP BD ANLAFT LLn4I1 -- r X r XIS GA RENT PLATE _1 - I AODUST11CAI 1'GYP BO sNIAFT LN6r / 0 FA BRAM WELD ° AA/t I I SHAFT I \ --ACOUSTICAL!INSULATION BI T 111Lf TO METAL DECK a ° ° d I I - --r CH MTI STUD 4•CH KM STIR -- 4-1r•MTL$r rD eTtACE ° a. ° t l__ 0 r O C a ° d 1 SEALAIR- BIB'GYP Bo �� - -QI6-GYP Bo ° n J•TRAm ° 4 I ' � I r CHANNEL STUDS 1114 ° °e a °° I a J RUNr1ER L_—. ( p---If"MUIEU IN�AF116 -- 2xtt CLP•FAME I I ABOYEE EAM STrfL BEAM BELOW nIS - I - - ---"m 22 GA CONT.CUP N'GYN.BD.- . I I _ --�' 4'METAL STUD 115 CAT I I 4 INSTALL ° ATTACH TO J-TRACK PRIOR M ,- -- I I _ �„��. ATTACH TO J-TRACK PRIOR To - ��T.� INSTALL GYP.Bo.- I I - 2-1?SNLAFr vulr l - - I --�- -- STFg BEIML REF91 EDGE OF SLM i I i Y('"�) J TRAP( -3-TRACK --__----- I BHNFT WAIL:RI LAYERS SA' I I TO SrRUCTIDreAL —3-TRACK r.BD ON r CNWBE I I I -EDOE OF ARAB GYP ID SHAFT LINER -1•GYP BD SHAFT LINER �- 12.22.06 AFTLOW LWIT FWUIE OR V LAB AT 9I.=W r I I I CH MIL STIR MTL STUD EUETRROAL ORW-99 r CH I (,TQC DW A r MTI BTIA I I -- - --- I --Nr GYP BO :' --SN'GYP BD {, a�Alrw ar LRB AOOUBTICAI El ROOM SDE ELEVATOW SWIFT SUE NRUTr011 - - - -_-.__ _ _._ PRQIECT. 20617LN -- I --- STEEL REAM BELOW- / OCL I -A0006TICAL MlIAATKDN ACOUSTI::AL.N6UUTION I STEEL BEAM BELOW 8UE ELEVATOR 10r' '1 L r METAL STUD IMS Slf' Bim'AT MIECH.;*I T,BL 1n/U .+� /W GYP.BO. -T--�•� ti: EXIT PASSAGEW � �- BEAM 1�-r AY D2. 1 HR. WALL STAIR LAND/HQ D3- 1-HR SHAFT/STAIR ENCLOSURES - PLAN D4. MR ELEVATOR ENCLOSURE-BACK (J�VALL SCALE �-+� D . 1- LEV T A5m 6 � ,,r,ti,, � � e�uE rb1'� � 5 HR SHAFT/E AOR ENCLOSURE O ■■i , >� z I�.DIg1t SCN.E: I .r •.:..r•..•... ..N... • .u+.+-..r... rC...i. ..96.Yn.wrF w1Y:W1•.. .•. 4 •ill ' I ",.4+xaqHLgB � ( ��j i' l r1'r II int Iii ISI III 111 Int I � � ISI l . . :, . • .. .. -.. . �,.ur.:.,. _ . . .r.. , : . . .. • .• ,; . -� -��t .Yyr� �. 1 t � Tltll�l�llrllill_t�l � � lltlillllirllllr � 111111 « ,1Pl2 14 � } uu tits _n_ �lu�ud ul •lu itt �l uuluit�u� , •` - ;,� � 3 �T a t ... n •• •+-'r...r- .-_....-..•.,...• .+141W..rs._-..,.ryY-N•�nNY•wM•Y....,+..a. w�l+•..M.b^Y..11waf.Nl.r.or.+w..M•. •w.w-WYMOwra4.MM•M./a..r.+/Y•I ..M,.w .�.I� v - 14 '.J.,Vr"Yw.elnwYr,M'N+-:arm1'"hR4 .---....^'♦M.tNIM/F•f'. m6••M. 41M.//. ..n.v.rL�M'" .. - - f .. ...,.r • -.- .. .a .►.w+'V... +j. Vii, ' . .W'"�� - Mr1YMNY14—..•---'+f•1i-•'.. Y ••ti.l•WaM. .. 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M AI<`I Torm TrOe OOLIYI — �� T.O.eMCfI T3 W OOI�I I OOLJM6 eruvs -I Off FWn= �r TTTi! I C, I I AV I I I � l I I s I I I I DATE. u.?Z.0lt — \ / DW I Cr�T CANOPY DOwNIPOUr I DMIi�!IY. APO a I AND V A XAff L%TT DRAM TD I 8TOW IWINK PER CINIL \ I w PRUNCT. 20517'9 • .. �L_ __----A--- _ --------- 76 01. CANOPY SECTION • — D4. CANO�PYELEVATION sr,riLE ,��o• ewtE ,�,•� j AILT A5., 7 D 1 I ! �1 a � 1 1-1 1111111 mi I IN IIT[ dO 1jLpJ1j,fj1�1j 1. it".� TY ... mss,. ._._,.....•.•.nr•J.-xu.xvrwyan�.tmn �r+Fr.�vwr; • .r:ra.n.•/bYiM.w 4 .a,nuq ^s. awww. a ......•-Tre u.• •,.w+-- .. �`�",��'•. , ftx y'> � � - ,-.... .. .,.. 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[.Mpya�r ..yr••,,u.rewlAPnr�a.,eOY..iYn+brow.•-.w.rs...+.rwus.w.rea.r.aw,c.arct. •«sHlb -- .0 r,.,r.,w.,a.wc.xwr.V+ru.x.,..e.,n. — _... ,. i •i a r r�; a t f x s. 5 6 8 4 CT., J645 oc - PAT CIA L.NIXON 5.1 5.9 �— T1 0 T ,OR ' I T- 7-1 T-1 1 I at ® I � A • I ;i I 1 I (D ' A3 I 5.1 I � �, I Q I �I MAI i;; ; I 1it IT 1 • , ' I ' + A � 1 1 - I 1121 SN',Suflwo� ; i 1 Slit loo I I 1 ' ( i i �' I ' t '- - i I( ' •1 Pwdm,d OR ME �. Fa 3o.nl.lw b 1 1 1 i , , 1; 1 I '= B3. WOMENS 1'11 a MENS 111 /1 a 3'11 ��"" B� WiOMEHS .Z1Q a M � i11�Nd11M ENS 215(. 16 a315f Law i 'or'.+'+ w�ores erx� w+•rP w�o�■or 1I =i 1 1 , i 1 I I I � I #1 1 0PUS* » }� OP.Aram = I B& THIRD FLOOR ELEVATOR LOBBY PLAN \ I ,l,c I1 I .IJILE 111�1� �T —�-- --- ---------- `_� _1 r ----------------- —� --------- I u r s cc sum ' 1 C / •� \� dK 1 ONlA7 1 1 `--��'� 1 \ , W p �. T1 1 I` AMMAN (5)- 1ll�j CLOW I - I � I __ tu Q TLE STARTM �• + — I CII=, PONT ZiL ' 1 Los - PRouE+cT►wlO ' amTJ MEN 1 -So S 1 Y a WOMEN-So 1 lCAL� UM'r1-0" MIST Q I I I �AT-1 Um 1. 1:1 d I = ❑ - I 1 4 5 1 1 1 ' a I afT-1 C"4 i T-1 , I i - UW OF T T1 T1 G � QOIrAAlpllll � ! 1 I � I __ I ____ _ _ _ _ _ I ,t ° —+ --- — — --- — —�-- — — — -- I J 1 G + I I 1 Aa . os D L— 1 I I � I ca r 1- 1 5 - --•----------� 1 fD I 11��IwifO/1y 12?LOA � o i DATE I I 1 5.1 5.9 I I I aEOK Dlil i,I -1 ✓ I �iMr el': ORM , 1 I AWMT. 2MI79 GENERAL NOTES I 1 1. r..As�ewAusroAu�a�rAa�owt�a�n►.t,�r. - �I Di. FIRSTFLOOR LOBBYPL/IIV D3• SECOND FLOOR ELEVATOR LOBBY "�"" D�11 MENS 119 WOMENS 1'17 a SHOWERS 11 SO "M Now" A6, ' WALL # �. NOAIN- eCA1� 1M'�t NIMIIIPpa/I- N~t�a wloiff" ArwA MU�A NORM. l D 1 MUNA M A pi Tpr 1111111 fit I -11 - 11 owx �I • N ..r....r..a:.1'r.Y.r:eYalif.t:.r^ IMVC :w.,.-.V..s. . L' ..:1 "' n.:TF'F✓.L r4. .. .;,, IIIA / � . ,;, . r nwfrnCl�I�F" -we:rr..:.y,y+nraw•:v,.•y,<r.�wM•.,ax7x+�rowYcleM� • i , i�rJr tit I�t til .il N ;+s•rl.l�s ..•,.. .. ' i ' 4 r I , w•.,.4+.. ...,w.rr.....r.r......,.+rrr,:,...- . ..w-.,.+n... .-.a:v... ,...r.,.... :,.. . ..... :a..w,. .. � I , •'! t •' .� t�' I�i 40 4 ' .. w „cer...wa...wY.ru•.ewwiw•...,+w,-.. .. .m..rs••w..+w._-..... .a:w..w..-.-rn..w.rew..:.+,n....: 'mW'...-. .+r-- .....s..w,.r+rn.w..newa...w.e+..«....w..r..r,» .+maarfe ..wttr.r+r.-a.a.+. .r:.a a+ .nrvr... w+fr......,re.r.l!vnw.....1¢ ../•..M .tA.c.*w.. ..r+Nc.,,w. .,,.......,,,. _. _ _-tom.... - .. ..... .. .....i'..., _ ..�I.`swM.=.:: 'w'l,+H'MrYi. .... «-.+wewr+n+.r.r..+w:wr..e.►as,:w:.w».+ ..I.. ....a..w-...w.. ,.- ,,,r,. it t f nt r X615 PATR LA L.NI ON ,OR B B.5 p Pat 170M170MTa o,�T N.a� D __--?�r�'oon---� OF 0 OEAD N i +IIOIE NaONYATr]N Tirl AT wAL1 � 1 1 1 __-- -- _- r- 1 � 1 MPI I I I I I � I - I I I 1- 1 � rAS I IOW.BOAFA PMM , mrp► \ � -LlWfT FD(TU E(Trry COVE uowm Rrr) JC4 JW -- • SeooND F"_* •. I 1 y 1 ' I 1121 S7ISo1woN Shill 100 __________________________________ _______ ------------- PW*NA OA 97M �. ----------------- Td 503.221.1121 Fan 303.221.2077 b 10 I I A 1 \ / a 10 �PiAWW mrr, I I � I / \ - _ i. r — l ol -- - TT�I�C - - - ----- ------ ------- ----- -- - - -- - -- - - - t- - - -- - - --------- - - - - - - - - - -- - - - - - - -_-= -- ----- - - -- - - -- - -1-A- - ------ ------- -- - -- —------ • wRAP�wDoova®e(Mf rTra eA�E R-t,Trrf I w000 rANallo R�Bt ro NW P"FM STAIR room= BI NORTH LOBBYELEWATION WAR w -v 6= COPMUTAM opus. OPUS ArChft .a Engineers,Inc �Tit#O PaA01l G D C B� B6m ori I 1 a �! SECOND FUM 1 ® o $C9 1 1 2q ------------ - --------------------------- 1 1 cY f • 1 r L 1 1 PRQE�CT/WAE cd 1� rrce T ` ILL:, 1 I � \ ca FNdT FIAOit -- i I a e�rILOINoon:Ecr�oR,►roPa, � a M I I W o CZ SOUTH LOBBY ELEVATION m b SCALE V CWT-C c i, •.1 Wwr Tml I I atan CARM As SPFta>`1ED -- GROUT EXNP d OONCRETe TRE AS SPECIFTILE AWNIEWIED �--- F-7-1 Q � I DATE' 12.a.0e AZ A I Ib ir mm p AZ A / 4 1 CHM- SET NO® SE"M NO I DRAMW er_ air 1► f 1� / f ALU�Ti1N1+efnON \ r s7RIP ALurws�EDGE rnr Vrllrl TAPERED 7RANKTION PAD PROuECT. ?061TP --- --- -- --- - A6m2a DZ. EAST ENTRY ELEVATION D3. WEST ENTRY ELEVATION D4. FLOOR NS/TION: CONCRETE TO TILE D3. FLOOR TRANSITION: CARPET' TO TILE ME war: ..•� SCAM- ,'-0-+'4r 1*.o"r4r im a �.,,.....�..M.... ., .aw,.,k.,.::n:.:.my+ow..w.:^sr .•ews4Yuwrtn+nMwMsrr r•.11�-a,N -• :.u:. �W*P"':'. o .. MlrlF.i1MP'M•K�.M1�4"' ,..W 4M*tiE7,. tt 1 , , .. .. ..a.f r..... ....: a a r:yiCYlYC.. .e;,,..,.^yc;.gPpWa' i11•.r�• _ _A.t' " 1 • / � 4 ^� . t — •►-•� ,. _- nx.+,n._, ,.. _ .._ .. ..+p,.,py,.p•�,�ny�yp.wcpa•.'..t;..,rya.t« wrNr « • i i III�IPjr�r�r r rjt�r�rr�T 1 �iTj'y�iTlrjrP rirjr,l I No +L. all 111111I II11jIIJ W�ll IIllliW I�11 llllllll. ,, 4 � r � ' ',- Iflw ..,,..• •-• ..''i,..•V+'trfr.'raw,nlYti..w«.w+A -wrYw^.,w.:►.. w.le.wJY...w .—.•___---. - _ n r.i•.w.VnY .wY.. .. Y.Yn ., ...+.w..rr7..rw/+!-.w•r.. e«+rr.« .:Y9.6rty1..-_ --.fa1e1.- .q.« .-.•..aii•IIY+ErnY.l.•IMa.-.•.w•Y. rr.VF.r.. a.Mw...wYw... ./1 .,%. . u�� .Yar.. .r..w.• w-x.., ppFT ',+ .Ww.WM.wvn'.iMM-Y.swv.MM .. s .I.rY.r- ._ '•r. •�M11.1.. r. Yaa aM ar .. wr . , "-mvJsra�W'C�+s-a,.. ,. <-r•.:wtiwr tea..►. wy x.:.,...., m+.r�yys -.. . .,y -,. .awe...,e -S.v«.e..sd M-,w+rwi ., rwwr... . .......-...rr•, . .. ,. .-. __ ... _ ,.. ..... ..M...-,w.-.a. .bs+,....... ... ...,e, .... ,; ... vr. ,.y e a a i, t, •f a '5 3615 PAT 6k IRON _T LiaKrFKTt=� OF 0 , fr~RRDR ' ROOM--- FLOOR 8A8E _ IIVALI9 - - CEsli(l NOTES m1PROR(TYP) COVE LIdflTliG T� � ODUNTERTOP A BACKSPLASff No _ Nam Nm* EM soa V" ftft FIS (iT't OVBt ]l4 PiYVw) 101 Twort - _ __ - _--- ACP 10r-0� 5 �' t k� ••••�� TJ(�1 -A-. i '2X1• INWA L BACK ti 102 Twat - - - — - - - ACP ir-w 5 ' T-4('fM^ - • N WALL n 100 To" - - - --- - •- _ _ ACP td-0r` 5 ' 1 - -- ---- - 101 Tint - - _ - - - - ACP 1V_' • J ! -- - Ta(M . in a" CPT-2 WD PTAMT) "NoP _ _ P�r1MD PfJ VARM 1,2,3 111 W T-2/6 Ta PT-12 PT-12/11 PT-12111 PT-12 Pry •'-0' 1,2 � � `% - - {. \ AC 2X4 LEDGER-BK i SWES ••• 112 MW T-215 ___ Ta PT-12111 _ PT-12 _ PT-12 PT-12 PT4 1r4r 1,2 ` Q 112 Ebs1or N�aMY•Ids SC R• PT-7_ PT-7 Pr-7 Pr-7 O.TA- _� `\ T4(V) q I14_ Sc w PT-7 FT-7 PT-7 PT-7 PUT O.T$ � \ go SM MOND 116 Show& T-2/6 Ta PT-12 PT-12 Pr-12 Pr-12 _PTa /-0' 1.2 --- -- `� - Is mm T-2/6 T3 PT-12 PT-12111 Pr-12111 PT42 Pr> w4r 1,2 117 w- T-21• T3 Pr-12111 Pr-12111 PT-12 Pr-12 Pr3 V_w 1.2 AB STONE OOtmTERTOP B PHOTO EYE 8TL M13LE SUPPORT 001;r. .� I IS - Auflor Sc is Pr-7 Pr7 MY Pr7 PuTa V_r 7 Tam mcw m(sm) SENIOR AT C u• U 112/5W Salwton sMmwr -r,2.q a Ta Pr-12 FT-12 PT-i2 roe' 1,2 ALL FDITI U(TM HEAT PROOF WRAP 0 _ 121 MNibd SC mFT-4PT-7 Pr-7 Pr-7 •'-0r _ 121 T-I I CPT-1 13 T•1 PT PT PT PT Pr VARES 1,2.2 EXPOSED Ppdfi swo 100 122 Ot.Mbr CP'r-I — WD Pr - PT PT Pr ACP 1a4r - Padax Olt 97203 �. 133 Edt Sc m MY PT-7 MY PW 134 cobw car-IWD Pr -Pr Pr Pr _ � /t7'a -- A& INTERIOR ELEVATION: WOMEN 117 °i 151 81"1" ac Rs Pt-7 PT-7 _ Pr-7 Pr-7 o.T.S. • „�. A5. CASEWORK DETAIL T so3.221.1u1 In swm#2 SC tai Pr-7 PT-7 Pr-7 Pr•7 o.T.s+ • •Cllr 1M%IW Pa.SOj.221.2077 srxs: 1�1'a A _ 201 -mt - - - - - - - - 5 20i •tdrs CPT-2 WD PT Pr PT PT Pra VARES 20 - i SC a MY PT-7 Pr-7— PT-7 o.T.B. 214 .AQw - SC AS Pr-7 PT-7 PT-7 Pr-7 Pra90 7 215 Um � T-21 5 Ta Pr-12 PT-12/11 PT-121 11 PT-12 PTa r4r 1.2 216 WIC T-21 5 Ta PT-12111 PT-12111 PT-12 PT-12 Pra 90 1.2 217 9g1or SC Iii PT-7 PT-7 Pr-7 Pr-7 r4r _ - SEE R.00PAW 221 Y-I/CpT 1 T-1 Pf PT PT_ PP _ Pr _ VARES 1,2,2 R FOR WALL TYPE wNM SC RD MY Pr-7 FT-7 _Pr-7 O.T.S. • 2s2 Smarr SC a Pr7 FT-7 Pr-7 PW OJAL • tii1011-' 213 ftdddlw SC 0 Pr-7 PT-7 MY Pr-7 - O.TJL ?N q eaw SIC a Pr-7 PW — PT-7 PT-7 PTS. fe 7 r 21• mm T-2/5 Ta Fr-12 PT-12/II PT-12111 PT-12 Pra ra' 12 * �.��- � �P,��E 21• W w T-21• Ta PT-12111 "42111 PT-2 PT-12 PTS. IS." 1.it ISRI�!suwa9T AT TOP rrsrr 317 E1tdMetl Sc 0 fR7 Pr-7 P7•► Pr-7 sa i � Tw COVE Lattrrro AND sc,?TM tF u,•RROR ItmmT-1 r 1 T-1/CPPr PT PT -_ Pr PT VARISS 1,43 r MwR R�1 sit - me I RD I FT_? I PT7 PPT_? PT-7 OT$ • r i ------------ - --------- -- SEALANT » w SICRi PT 7 IR-7 SEALANT _ Pr-7 aT i • (ryp) UNEND: NOTES Ta(TYP} L \` '\+ {{ ACP Amok Odfr PrW M 1. Swo phm for sd m Naaron TJ(>� z ! i \�`\ tdrAa►ab.6.o�f ' OPUS*rns �eg..o... >t i»RCP6r...a.f tdr.�. � Pr Plat 4. s..BwAbrs/.dkd= 4= Rlmar SIMa w b C.WM Ta(Ml STONE MCMI LNN Ai sc SW OorAmb a R ftw bm vn h�aly. - 1 / Oppus Amh b*8 ST SIonA 7. r aoN tea J. EJ10hwa,Inc T TbIV Iiia MI•wlwMnfl>hrndrd PNOrm EVE BEN"AT ALL A Ta� C D 0 FDMJ atEs(TYP) STONE COUKTERTOP i O eAaa+RABn prr 1) � I � B1. FWW SCHED!/LE B3. INTERIOR ELEVATION: MEN 116 85. DETAIL AT VANITY MIRROR V � SORES: fifl�iD>dIR saLF: w�,•a a SCAM, TS.•■ra' IX 1 O WLU coo W - c� Q a 1 00 Z a � Qat HOW HOOK W ; :j m PRONCTMOM\ ONOv - � A B C p L Ta Mrm co � J C3. INTERIOR ELEVATION: SM*M 120(SHOWER 115 SIM.) j WME: 1M"'4 Ix1 L •rrrarr ` TV VIMCOPE not Tm i i L r Q. Sir- k .r ) 4 TM-P) l r l—_ ir _ — - Ta(rYP► --- I I ' T-5 �_r — lA bow*mwmano 12.22.05 I DATE 12.22.11• STOW A Tam) SACKSPI (SM) SENSORAT C Dlw ALL MANES MV) oftaway..AV:• Dw MQXzCT. 7M17P j DS. INTERIOR ELEVATION: MEN 211 IINWEN 212 SIM. OPP.) t. �- same 1M'■1'a!' � f A6. 3a D� 1 ! N In 1901 10001 .J1 ' q 6 W .-. o!nt r '7x+NItl5�1ftM t.+an7....., ,.., r•... . ..rgaz-f' 9. I. r "q' '. - .,.:-.:,.c.y"IwiXlw.a.,.wnts/ePtr..,;n,_.-...-�.,,,«.,v. ,,.•.. , 4. .-- "'x'"M"�.K ,n�yF,,,,,,ow,eo-r,a:. ,wt,1..h,Rlo.;r., qnh.- ..7^:ItFq,@MbR.r=meR.••. atv-r+,.aw r�sAY:�lpf1R T7T1tt• jJ[PITP111111 I 1 i r pit r t -t1r T r T t r i�I r I I • • l q ._ 1 Wl�ll� llli�lll I�1W. ,. • � . . �5 yf. 9 1w ....Mw...n-•!-... ., .. .. .....,nn..w.••..+n....+....•ws.-wr.-o..n.......+rarw-.w: ......a- l..••.n...+»-•.r.r..N..-......w...r.......-....... ..•r....-ww ..n•..u......�.-`- _s..r..w-.a.•..........-..m,...w..-... w...•. ....---. t..as.qe........wwr•....r-a+..._.w....,o.au...e....e.+r...,+..w.•dww..w .cs.r.nrso :... ..arw...+w..•. .. .+.rr..r,r-ewr..s+u.:........, . w•r•r .... .n..ras.ee.a.'w+rrwr+is..,u.ww.... ' - - - - l .. .. .. ...+... ..., .....w..•u.. ..y+e-....-+ewwaw,w+.r•Mer„r - v.••-. .:.. -"•Yr•MIYf 4,-. -••r..pn.'-.-.r .... . :. •M...- ..:'-dwi.-. - 1�.��- •.:W r A4x••.ie.......: .:: .,rrgp i . �� rq1 k�i`' 1 ?hr 1 _ , r a 3645 0 LAIOeKi rr PAT�cm L. IXON ea Cz I II L� �— II AND,OR - - — - -- - - - - -- - - ---- i c - --- - - -- - - OF 0 5 5.1 5.9 d G G •.- _ a� 11 r-103W k. ti I ED<ili� I I .08ey r� — ert a, C-111 a yr Z4 lir 4r-11' ly 74 3w I I i 23 "' I I a a STAIRS I I I I -- I I I I °�' I I I I s S• s 1r UETAL ST=O s1° I I I I n oA rN"9W.Q ON THE :: I I I I I RARStL ccmyKm AE011EfIM Sl mw STA — — s600fD FLOOR -- , lccS I I I I — — -- - ----- ------- — I I -----9EE FLOOR PLAN w FOR WALL TYPE 1121 SW Sn1,NOA I I 0 M C1 Ci - _ swig 100 I I •• J - - d PadmA OA 97205 �• I I • I I � -AA— AM q • p TeL 30.9.221.1121 PaL 503.221.2077 4 A I I • � •• a• 1 PTa P14 ,o Eo I LANOW ,oa I air I I I jj I I DERSCTION MEAD I I V4 w• — \� I I I I j I I I I M ROOA PLm \ I I FOR Y ALL ME 94 I RAN I I I I I I I — PlIST BOOR--� I cu" I I D4 — — — — -- — — I I M Al. SLAB EDGE AT STAIRS Al BALCONY SECTION A3. SECOND FLOOR STAIR PLAN A4. FIRST FLOOR STAIR PLAN SOAL! Ml SCALE: U 1'd SCALD' UM'-0r SCALE: 19%1'V COAISLLTAIIR� *HELM 5.9 8 c 5.9 8 P OPUS. ——————- �Amhb*a -- I - -- I^ ---- I Engineers,Inc I -- --- - 84 I I — oL•mR CcsI I I I Q I I I I I I I I I I aT- Cs i cart.�:rr waeeir I I I I �. � I wa � I PLATE ATTACH TO EACH I I I I STAR SDE Tr' I �ATTACH TO eus I I I I � er slrrHPow®tAcrw►T® FA 78M f sr Of- es N � f I I I ��: �oc�D Float I �-'� sEcoND FtooR — I � s9Eco�c R.�DOR � q I I j I � •J � W • I I I I I _ n Al W = 4,i t . IS W I I I I PLAN AS �aR URL D4 a O I I I I iYP b TW I I M I — Q q 0 ar I I I I C I \ T sy Z Q I I p I PT••I t ( - I Q I I I I 1 O CsAU I I I I \ i TTP I PyNou[:cTAtAArE I I I I FIRST RAOR _ FIRST FLOOR -- I 1 FIR$T FLOOR SEE S&MU FOR SEE IWAe w FOR a c1 ca Bl. DETAIL WE AU40A FOR TYPIC&NOTES NPKJIL NOTES TYNKJIL NOTES � SCMk: T-V4r • TtP 82. STAIR SEC770MELEVATION B3. STAIR SECTIOMELEVATION B4. STAIR SECTIOA ELEVATION 4. $� 11w'r,+v SCALE: WWW SCALE ,N'�1'�• Q Q THRD FLOOR ca— — 5.9 8 c �T►1RD RrooR 5.9 8 �TNro FLa�at — 5.9 8 > 'q Z I V c � W �T TTT1.E 11`ice;�.c,.� •...,, I I �looLo HroOR_ �COfO RAOR J SEc_oND R ooR \ _ As _ I , I,A errlw+" t2.n.oe a �! I al1E._ 1=06oe I CHECK Di I or>tAtMv BY.• CLD I ' I FRET F1.i00R I FRST FLOOR _ SEE S�rMA.FOR SEE UP"POR 1 + SEE KK4•FOR sm Sftft POR TVFIrTAL�� TYPICAL NOTES ` I ' ronm NOTES rfW, L NCTES sA6. 4a Cl. STAIR SECTION _ C2. ST SECTION eItiILE: ,A,ti1'� C3. STAIR SECTION C4. SI•A/f� SECTION " SCAM 1A,"1 a SCALE: 1M 110 SCALE, IM001 ' D � 1 � ! s A s I7♦ e+ww.ww.��.r.kr. III lf�p pi !11111111 tj•t . � t�t I�I I�I 7g I 30X �.� 1�• 1 M! kk t lll�lid lll lHilo14 w • ..-.•.-,.,.,.., ....-...«n.«..+wb...w..,.. ..........,..tie,... ..•.+..............,,.w..,..........,.w+w..•....-,....._.r.. ......,.aru...w...,.,w .......+,.....,rro...a......r...wr....._*,r.......r.w.+r....r.. ,...........w.-...s . -.r....r.......a. ' ' ♦ 1 t;l- r .•m .,.. ..,.werr w.s•e...w........*uea..re-.......ww.....r..•.+i+.4 r .,.w+ww..•.....w.:,w�n � .. -.. ... ......w.a- s � ... .......... ...,....,.... . ....,.., ... .... .- ,.N. _... .. _ .. - '- -.,.t _ -x-.r_ - _ .+n r,... - - mow.:. . .. - . ...•a.,�+..#7.+w:�we.�. rw..vr...as+w .marr... .c.a ..r.. ..a..,i. ......w+w.rer_........o. .r. rn.-.e+...y++......+www . -..,mom. z <4,t t u 1'X 1'SQXTEEL TLME TOP 1•X V BOAT$ (UBE TOP WI H WOOO RALNNG DO REFER TO DETAIL"MM _ 3645 �-WITH WOW RAIL WA I'AfRi A ON 1112'DM.wow HAW 9 I , m• RANI.BECIJRFD WITH STEEL - ( BBOOID'ODOR NI<MIOW:. TG TILE 1•X t to S0 WOOD 0111YMRAL Q-TOL AtIMIX f T11P. /i STEEL POSTS ATTACHED TO Mid --f11�1 TO --- - - V�' O ♦ -�� -�`- YA1CH VEIR®1 10 X 3W SQATEEL N1L•7�IATE RALNNG 1•X 1 1A"SQ$TI$ -�. - 1'X 1�'S0.STEEL POSH • . A • POST S1FynNO LARGER SIDES FACWO OUT . .. A • .:.• ' -- ��S1<Ei PIGOET>f 6 ��. . � • . . ,� 8E{aOfID FLOOR LANDING OONIMIDUIS/'X 1' u©1 vT 1r_ 6 q.TiJBE SEEEL � � DECORATIVE INFILL • `• •• • •• SECURED TO P061'8 ANSI q --- 1•X 1'Ba8TF8 low. G TUBE BOTTOM RAL ; _ :-� 1 -'-1-.=•M •i s♦'8Q Sma PI xos _ r q --- -� - 4 TAT.EIB) � 1'X 1'BQSTSEL TUBE `► QUAADRAL DUAL BOTTO 40 BHDNM BEVOW , ' STEEL NEW,SEE BONER RAIL STEEL BEAM,SEE �+ e BTwIL:TInAL �B"T tl 1121.SW a"alwoe sidu 100 OF A ? Pon laps4 OR 97201 •. • AL 503.221.1121 Al. TYPR„AL RAIL DETAIL A2. GUARD RAIL DETAIL Al GUARDRAIL AT BALCONY A4. RAIL DETAIL AS. STAIR EDGE DETAIL FoL 503.221.2°71 a SCALE I Mra" BCALx rira ft SC" Plxl srx,E: ,gra SCALE: „a�•ra A � I � � - 1'X 1 112'SD.STEEL E'OST --STAIR RALN4 8101!lRONT INSDOW AVALfe ETOL 8Y6iTA1 �'� - COVER FVIiOiE 9M'wOOD CAP-FINBH TO MATCH VENEER _--- 1?WOOD BASE-FM 04 TO WATCH VENEER N I I N BCHEDIXED BABE BEYOND • a• 1?WOOD TRIM AT • BEYOND-FINISH TO MATCH a+• , I I 4 . ' COWALTAWS VBiER •. I RAIN AT_ -•_-_s- _ �� - - - a _- . \� _ - - - . -. EDGE FOR STET M • OW • • • • • . .. WELD ATTAC MENNT 1-05 ' I ... 4 011 IID.OVER-- � � � .••. '. d ^ SECOND FLOOR LANDING SHM AND TAT . OPUS* ' - —�—-- Qw.w OVER TAIL I FINIRNG CHAN NE L RM Qmvfwl I I _ AT BIM EDGE Opts Amhkvb d -'� --•.- ATMA.EDGE S. 4'METAL STUDS O N J.C. PLAN DIAL E11QIfM618,1110 100� 40 / I .1• .' /:-� .• • •' � `•• ,.d•..• ' �� , 811$,BEAM.SEE I // ♦ ( I STEEL.BEAM,BEE STEEL SEAM.SEE / I f STRUCTURAL STRUCTURAL p� r SE SPINAS S�!Ol TYPIL•,AL N01N VkWALSTUDO-4. BEE EUA"FOR TYNCAL NOTE I OQ STEEL STRNGER BEYOND I I O x O.C. f 81• DETAIL 82. DETAIL 113. SECOND FLOOR'LANDING 84. STOREFRONT DETAIL I S. BALCONY EDGE DETAIL V O CJ SCA& t%r4r SCALE: 1'a1'a Bc�: ,�,� BCAv• r•,•a _■ SCALE: ro1'a € J �'o EO. E0. 10 X 11/2'SQ STEEL POST J (� WELDED M STEEL STRWGEA i i W - 41 PLAN DK NIL X COVER FLANGE �- I I I ( � W�' / I I 1?YMOOD TRIM- W�M 3M'+DOD CAP-FINISH TO t?W000 BABE- - I I I I O.0 GYP.SO.OON THE O FNBH TO MATCH MATCH VENEER VENEER MATCH STAIR WL x VENEER -1?WOOD BASE-FONSH MSTRINOERS SNATCH VENEER i i I 1 To Z O -ORNAMENTAL PALING BEIM L I I � RABB.I;ND— ti " � � / OONT1Nli0U8 314•NAA.ER- -- c ' . . SEE PLAN POR PROJECT NAE I I WALL --_--- ( I C4 I / WD VEER ON 17 - CO NDRETE FILL 0 ' PLYWD CUPPED ro CCONW40ETE R71 O:AEAD A TREAD a LIAIDING SI!GYP BO 1 I h ' - WOOD AT NEWEL POST CARRY DRpLEI wow i STEEL STRNNOER STEEL BTRMN(IEft I I J �TO MATCH AROUND NEWEL POST BASE / MOVEABLE JDNf,9? I I TRIM ATTPAM AT TOP -OONR1NNl0U$NAILER I I Q dill TO ALLOW FOR I I j MOVEMENT-FLASH TO i i I uj 0 \, �� \I MA1Q1 VENEER BYRU T ALA.T8 - 1 - Ttzz:r OOLUMNIEYOND OEFLECnON HEAD I I ca C1. NEWEL POST BE""�FOR TYP,CK"07°` C2. NEWEL POST B�B'�`°i P01t"P'�"1 N0'�` C3. NEWEL DOST Q BOTTOM STEP C4. STRINGER DETAIL CS• STRINGER DETAIL >- S� >�a' SORE 1�•t� SCALE: 1'�1'a" SCALE >I�1'•P BCAL�-1ST r an C � J / 1R'80 W E BAR 1M'RADIUB 0 NOSE SNET ff" I I IV STEEL TAB WELDED TO d STEEL 8AR A8 SHOWN 4 I � � e6.TM / LAT'X Sr CONTINUOUS ° A I I STS l3ME ` 1 1121UX 1 112 WAX I _ ra ABwE r�Aew� T•o'Aeon I BENTVW PLATE WELDED TO -- - ��•Ks l ,p• - —T6 FIFIMIE611f1 - - 6. , STRBRBER IrYOND END RETLNRN I M - 1 PLAN b 46 1 DIA WOOD HANORM..• 1— a FINISH TO MATCH VENEER I 1FNSH ro��R WOOD FIANORAII FINISH I TO MATCH VENEER. I DATE. 12.22.08 OS �- ATTACHED BRACKET • CONCRETE TREAD I � _ I I SAITDLE PANTED WAdERAMAUM I CNECK- LRS PANT®wAGNERIBRIRLM CSTWLWACKETOOMPONE NTS _ -METAL HANDRAII TYP VUL COM Foos. f NMC ET ARM:R110 l 8Y. CLD BASE:014305 BRACKET } TYP IMAOET ARM:R110 MMCKET SADDLE:8101 d �7 BRACKET SADDLE:S IOI SNAP4N COVER FLANGE:2021 PROJECT 205170 1•X 1 1?S0.STEEL POST 1'X 1 1?80.STEEL.POST ME V VL 1'x I Im B0.SEEEI POST. ~� CONTMIOu,3 kCTAI t'f 7� RM•NO QTS SLOCIUNO RATE B[)NND J WRDw 101 t/r INCE 1' EACH dRAC10'r D1. ORNAMENT DETAIL DT. STAIR NOSING A6. 5a D . 3 HANDRAIL !POST D4. HANDRAIL � WALL DS. HANDRAIL � POST SCALE RM'4' SCALE: B'�1'-0' SCALE: Rr•110 SCALE: "'4r —� SCALE: B�1•-0' � om1 � 2 � 8 -.-•-••._•-• ..:.:M..l.MbsANa.auKM •Mnx_-... . .•.. ., ... a.w.: ......wIW•a...�-__. -...- ..y.u. -mna..hf4/••II...MAra .,. _. . .. { r. 1 • "'' .. 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Ar At f,Al Ops Af r�11sG�a �a kc om ago " ow'm SIE MINIr1�Pal TrPICJIL N0'T19 LI B1. VERTICAL SECTION BZ VERTICAL SECTION B3. PILASTER ELEI'fAT/ON B4. ELEVATION B5. COLUMN ELEVATION v O SGLt 1�raP n•/�LI!~ Uref4r $CAL Urbf4r SCALE: Vtmi'a �: WOW C3 • � a Sff RDOR PLAN FOR u %vm L TYPE Z y qQ UPHMSTEROD SEAT CurlroNMAPFD®TO � W WNFAW rNTH WUM- FAM TO rE SELECTED Q ang >!EE FLOOR PLM lAA1C11 v�9 - ems"7D —- — FM wf U TYPE . m J FSE WD VENEER WM —T -r— WD TArM.TYP FLYW ff"WTO �� %/ /� ! OffFLCORPIAN Q PLrtiiD Q1'P®TCM .- 8W OW SD r' r WD VENEFA ON 1FZ PLYWD -WD VEMFER ON 1!l PLYYYD I FOR WALL TYPE CLFPfED TO OYP rD r CLr� N'GYP I!D �r I u S LACE AS 118 --'-- ----## Ur NO TAM-FINW TO 4 Vl TIM TAM,TCORNER -1Q'MND TAM-PMiI TD MATCH WENM a Q Fs TO MA1CH VENEER MUCH VE ER Q +� C1. TM DETAAL C2 BENCH SECTION ®• TMSoa�o�w &.SER DETAIL C& TRIM DETAIL ca TWX DETAIL eQ ZONTAL/VERTwAu 4 acme s� SCALDS 1 ww-r OC" ORAL ICAC!: PILL � FUL c � II �TOWG W I I I I I I I I I I SAC M ATT# FED TO VrffR PANa aI�Y PON=IEVEAL — I I ! I 1 IAO VE NM ON Vl PLYWD r`CIQA ATTAQW TO I I I I EKT MD VENM Now I Q"W TO W 0W OMD,EA. '# an PM►iEM.ONLY -_ � RFVGAL I I ---OV SD I I SCHMM M SAGE TRE — I_ ,. --SCHEW ED SASE.nF i _..V PANFI r l txt oOlrEit Su11FACE J/ POW TO MA � —.r— I I -- oEE FLOOR PLAN POR wN.l TYPE I SEEFLOOR PLAN FaR WX1"M .� I aTT:: tz.a.or -71 � � I I I I L l ClETN: _ _ MM3 VENM ON Vr PLYAD I ( SC�TIN PLOOR T�.E I i ---SC1tED ROW TLE �'�` VAD VENEER Oil lir PLYWD l D761IOy Br CLD CL PPW TO N QYP SD ( I I I I — _-� TOW GYP SD IMA VTriR CII ill PLYWD — tXi COIrIMEt fLI1�l10E I I j I WD TW P-m Cw%!"+EAE PAO IECT. "17I FACE TL 4A'0Y► GIS AL1rJ aWIT.M%TWAK AM I I I I oc PUSITOMATCH VE)EHI I ---- EIFVAfm PANTED SEVEN MYIE TLE reLOMa d ° , 'd v G D1. CORNER DETAIL DZ TRANSITION DETAIL D3. BASE D& REVEi4L DETAIL A6. 6a 9CM& Pu S DETAIL _ �. ,BASE DETAIL SCJ FIAT SCALE: "4r SCALE PILL SCALE: r'*+1'•Itr 3 EM � r �i ' _._...,..-......rn..wla+. >aaeunrewn.,.. ! '',"•'�M�1 h+.'y'�¢'IWF. . ,. ,ti,...::,m, ,,, . .,. ...... '�"'"`+1yy".7''t�" ....IR+Pp�gt1 .�...':'�,.l�M1l! .t'}'� t'"�P�!�' � �"''RYr„•�t*Ar?�"ra,.. wu,N�,....r r;�',:.: � { . ' ..w+r+rA.aYWw.,.Y..rwrwrxrNUN• ,9'Tn•P1t'n(>1ntliYr.,rrr � � � ♦1. I , . ^lt4r""' JrM.� 1 r�'y. gnu �1.:+mxlPwlRnvoc•m- •:.�+n •••.-.T ' lir I I 1 �. T I-I � ,�Y..n�t�a•s _ vrerc.'4.rJe!.rtt-t1u10�At ,anwnwv+u•u••ar,•,•rava.•^!¢nttwtmv•s A7M44ltl--ij !U I .ljta,i 14T1. r umx 7WI' ( '! , �l(YLLIIWIWIIIIIIIIIit r llIn Llll�. ,� • ', I ` r 7., �' 1 r M•Y+rr•". .-weirrllrw.ie-.. .. ,.,.. - ...o►.n1....,.ro.wr..-,.+w..awM.,.,,,,.w,,.,, I, ..,.. . ,.. �� r . /... 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O O W O O B"WWNW Ikv ARM 1K11B11 AEA/ # low Ei in 91 ijo� MEAT ORRrE/t _ I I o ♦ IE >n I iIV I i I � � � C.6 *a T. 0 0 p ®�. p F I C.7 r O 1T_�' II 1 1 I j 1r OPENTO # , 1 T T " •moo O r Q A Z ® II � II II � 1 1 I I I 1 1 I I 1 I I I I I I I I I I PNTO�TAIAIE II II I ( II II I I I II it II I I 1 1 I I 1 , , I , I I I I „ I I I I W • II II � � II II II � I I II it II v I I 1 I I 0 0 I 1 1 Lr Cl � W a, OC � O � J C1. FN13TA.00R RCP- M M fl gg A "mfxwM scow Nro� A101MCT' C /IRE/MA GENERAL NOTES LEGEND MW TNT" 1. Cf.ILMO FIIITIRES AHE NIOIMd FOR REFERENM O LY FOR OOORDNATM WRH CMW FNEN BM M•SEN? =6 ACOUST1GL SUSPENDED CMM3 SYSTEM oo MOW L.XWT FIXTURE MEOWWAI,BECTMAL.AND 8PMMM DRAWINGS FOR All CENUNO Fp(TUgEd i TYPES. � ® 0+ EXIT SIA418 IVO INTEGRAL ARIKO 1M4ME OCCIIIiS) L MOR B"ATKM ARE FROM FNISNN FLOOR TO SURFACE AXI SUSPENDED OW CEILMG -- FNISN OF CEIMO AND ARE ROUDW M TRE NEAT PM ® SURFACE MOUNT®CENLMO I IOW FOIMME �- & ALL CERM iElO iS ARE Mr U L M OEIEIIMI�IAIEO NONRATED GYP.90.SOFFIT OR NONRATED ONE LATER o CELM0 LK*1T Fia!T M-00 NOT ED GYP.80.SUSPENDED CZRMO SYSTEM.SEE Al I AT Aa PENE'TMTE 1-MR FLOORA'�N.110 ABLY. + i. CES.NO FOMM TO SE C@ITFJ�OR F.M LY WAGED ANA SOFFIT AT EAVE.SEE WALL SECTIONS AND ASSOCIATED ---—--- FWORESCENNT COVE UGHTNG I _ KIriN®N ROOM ISiE>IS ORFel1NE IOiID. ® � /� a W��INEET A Nu POR TrPIEJIL RCP W�EC CONECTtONL �� lL'Z —�►I�1 it?ZOS I �� R�r�SaED WALL wASN 1 0 I UQW NOMME-WINTAN 1 HOUR RATING AT I DATE. 122208 FLL1011►1100F�E M PENETRATION WNHE OCCUM. 1 HOAR 21'f W RATED ATTIC ACCESS DOOR ASSEWLY WALL-MORMTED FIXTI.IE MiINEERF SNOIMI POR I1E8T1ETIC OOORDNATDN N I p�q< OHJ (� ♦ LOMEss'A rE8T1l00MA fUlOIIMCW PEN IMNT FIXTIM L ORAMIV 9Y _ APG 8 MW E'T FAN FLIIOIEACENE WALL-MOLIM®A M T�7 VIII I MOWI D CELNG UMI T Fwnm Ao'JJECT. 2061 M r A 7. la � oM1 w : � , ..•�1 „ �1?Ic.. •:... 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SOFFIT AT LOBBY V srxE: s T?N�•r sCALE s syr-s�a � � ; CL -a 4 --34V MR.STUD r 2r —3dW Mm.STUD 024• O.c O.C. n f� OO m *RB°ERTOTaCP .............. �lrallFF_ ............... ............ ......,.... ...... Z Z W ruK �. 3 4 �, 0 0 3 ' r ca Irk ro racv *19-VA.F.F. L pmPcT w�A� 24W un-am -- z-sAz•un-sTua GENERAL NOTESYAM r4'AF.F_- -- T. REFETI TO SHEET ASA FOR NOTATIONS ON SUSPENDED - — CEILING SEISMIC OONSTRIXTTON REMAREMENTS, r ca L ALL METAL STIRS TO SE GSR'UNLESS NOTED OTHERIIIIIIIE. Iftj. 11 LIGHT FD(TURE AS SCHEDULED; LIGHT FDalff AS SCHEDULED; REFER TO ELECTRICAL REFER TO ELECTRICAL DRAWOM DRAWINGS uj SUSPENDED CERM FRAM lW UPENDED CEILING FRAMING p SYSTEM SYSTEM SEE FLOOR PIAN FOR 1WILL TYPE SIE FLOOR PLAN FOR WALL TYPE - - C4. COVE LIGHTING AT 2ND AND 3RD FLR LOBBY C5. COVE LIGHTING AT 1 ST FL 7 LOBBY v SCALE: T urar- r SCALE: I U2m+4• C i I ILK*IT FDaURE, SA!!R 111L! I 1•X V ffi OA ANGLE,CONT. SECOND FLOOR SLAB SEE ELECTRICAL Lm ALL SITES. NAT CHANNEL . . ' •. '. •A r-o•AIF F. 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THE GENERAL NOTES TO THE EXTENT SHOWN. 2. ALL CMU UNITS TO BE GRADE N, -TYPE 1, MEDIUMWEIGHT UNITS PER ASTM C91 „Rr 70 FOUNDATIONS AND SOILS: COMMENTS rVMT10N INSPECT M AGENCY C = CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES, OBSERVING 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND "' FIELD. INTERMEDIATE HUMIDITY CONDITION PER TABLE NO. 1. _ THE WORK REQUIRING SPECIAL INSPECTION. COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH J. MORTAR TO BE TYPE S USING THE PROPERTY METHOD PER ASTM C270. MINIMUM GRADING AND SUBGRADE COMPACTION REF PROJECT SPECIFICATIONS P GEOTECHNICAL P = PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRA'81:GS. NOTIFY VLMK C'ONSIIITING STRENGTH OF MORTAR TO BE 1500 PSI. -__.__-____-_ - -------- - ------------------ TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE MATH P D ENGINEERS (VLMK) OF ANY DISCREPANCIES OR IF ACTUAL. CONDITIONS DIFFER FROM THOSE 4. COMPLIANCE NTH F'm SHALL UTILIZE THE UNIT STRENGTH METHOU OR THE MASONRY FOOTING EXCAVATION AND COMPACTION _ P u GEOTECHNICAL PERMIT DRAWINGS AND SPECIFICATIONS. TIME AND FREQUENCY OF INSPECTIONS SHOULD B PRISM TESTING METHOD FROM THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. - ---- -- COORDINATED BY THE GENERAL CONTRACTOR TO ENSURE THAT ALL NOTED AREAS OF WORK ARE SHOWN OR NOTED. 5. GROUT TO HAVE A MINIMUM 28 DAY STRENGTH OF 1.25 TIMES THE COMPRESSIVE FOOTING FORMWORK AND REINFORCEMENT P TESTING LAB/ENGINEER 1 INSPECTED. 3. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION OF VERTICAL AND LATERAL LOAD SYSTEMS. VLMK HAS NOT BEEN RETAINED TO PROVIDE STRENGTH OF THE CONCRETE MASONRY UNITS. A,' r,ROUT MIX DESIGNS TO UTILIZE A ANY SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS, OR TO REVIEW THE MEANS, FLUIDIRER ADMIXTURE, INTRUSION AID BY SPECREII IP OR APPROVED EQUAL DOSAGE TO CONCRETE: 2 THE INSPECTION AGENCIES ARE AS FOLLOVIS: ti METHODS, TECHNIQUES, SEQUENCES. OR PROCEDURES FOR THE CONTRACTOR TO PERFORM BE PER MANUFACTURER'S RECOMMENDATION. ENGINEER: VLMK ENGINEERS 6. CONTRACTOL� TO PREPARE AND TEST 3 GROUTED MASONRY PRISMS PER EVERY 5000 PLACING OF REINFORCING FOR SLAB-ON-GRADE AT OWNER OPTION P TESTING LAB/ENGINEER GEOTECHNICAL TERRA ASSOCIATES WORK. UNLESS WE ARE SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE, ( ) e� OUR WORK IS LIMITED TO THE DESIGN OF WORK CESCRIBED ON OUR DRAT INGS FOR THIS SQUARE FEET OF WALL DURING CONSTRUCTION IN ACCORDANCE MATH ASTM C1314. -- - --- - TESTING LAB: TO BE DETERMINED PROJECT. 7. CONTRACTOR TO PREPARE AND TEST (3) GR(viT oRISMS PER EVERY 5000 SQUARE FEET PLACING OF REINFORCING FOR ELEVATED FLOOR SLABS _-- -� P TESTINP LAB/ENGINEER 4. *'HERE REFERENCE IS MADE TO ASTM, AISC, ACI OR OTHER STANDARDS, !IiE LATEST OF WALL AREA DURING CONSTRUCTION IN ACCORDANCE WIN ASTM C1019. LAB/ENGINEER TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM 4" /EN THE SELECTED INSPECTION AGENCY SHALL BE AN ACCRFDITED, APPROVED SPECIAL INSPECTION AGENCY ISSUE SHALL APPLY 8. ALL WORK SHALL CONFORM TO SECTION 2103 THROUGH SECTION 21U8 OF THE LATE-.;TPI ACING OF REINFORCING FOR REINFORCED WALL PANELS P TESTING LAB;T _ •_ __ __ 5 INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK. EDITION OF THE INTERNATIONAL BUILDING CODE. PLACING OF CONCRETE FOR REINFORCED SLAB-ON-GRADE OWNER OPTION, SEE NOTE 6, r C TESTING LAB EMPLOYED BY THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUB CONTRACTOR, PER 6. A,1 WORK SHALL BE IN STRICT COMPLANCE WITH THE 2003 INTERNATIONAL 3UI_DING CODE 9. REINFORCING FOR MASONRY TO BE ASTM A615 GRADE 60 PLACED IN CENTERS OF CELLS ITEM A _ I.B.C. SECTION 1704.1. THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE (IBL') AS AMENDED BY THE AS FOLLOWS (UNLESS OTHERWISE NOTED ON DRAWINGS): DESCRIBED IN I.B.C. SECTIONS 1703 AND 1704. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED ti TALE OF OREGON (2004 OREGON STRUCTURAL SPECIALTY CODE) PLACING OF CONCRETE FOR ELEVATED FLOOR SLABS SEE NOTE 5, ITEM A P- TESTING LAB PERSON WHO SHALL DEMONSTRATE COMPETENCE., TO THE SATISFACTION OF THE BUILDING OFFICIAL, OR WASHINGTON (INTERNATIONAI BUILDING CODE, 2003 EDITION, EFFECTIVE JULY 1, 2004) A. VERTICAL: (1) M5 AT 48 INCHES ON CENTER PLUS (2) #5's FULL HEIGHT LACH SIDE _._ -_ -_ AND ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY. OF OPENINGS, UNLESS OTHERWISE NOTED ON DRAWINGS. PLACING OF CONCRETE FOR REINFORCED WALL PANELS SEE NOTE 5, ITEM A C TESTING LAB FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL 7- DF.S'C•I CRITERIA B. HORIZONTAL: (2) #4's AT 48 INCHES ON CENTER FOR RUNNING BOND, (2) /4's AT _.._--_�_� 'NSPECP.ON 3 PRIOR TO THE BEGINNING OF CONSTRUCTION, THE ARCHITECT OR ENGINEER SHALL_ CALL A A FLOOR L"� LOADS (PER C 160 .1 24 INCHES ON CENTER FOR STACK BONG, PLUS (2) N4's AT TOP OF WALL AND AT PRIOR 10 AND DURING CONCRETE PLACEMENT FOR _ PRE-CONSTRUCTION MEETING WITH THE ARCHITECT, ENGINEER. BUILDING OFFICIAL, CONTRACTOR AND ',OFFICE) S^ EACH INTERMEDIATE FLOOR LEVEL. LOCATE FIRST BOND BEAM AT GROUND FLOOR C TESTING LAB FLI*,)' PSF CAST ANCHOR BOLTS AND EMBEDMENT PLATES 1 2. PAR 110NS 0 PSF LEVEL. ------ -- -- SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION REQUIREMENTS THE STRUCTURAL C. LINTELS: DRILLED-IN ADHESIVE ANCHORS, RODS AND DOWELS SHALL B. ROOF LIVE LOAD (PER IBC 1603'.a) LESS THAN 4 FEET WIDE: (2) r4 a IN BOTTOM OF 8 INCH DEEP LINTEL. BE CONTINUOUSLY INSPECTED DURING INSTALLATION PER ICBO EVALUATION REPORT C TESTING LAB OBSERVATION REQUIREMENTS SHALL ALSO BE DISCUSSED DURING THIS MEETING 1. MIN'MUM 20 PSF 4 FEET 10 6 FEET WIDE: 12) /4's IN BOTTOM OF 16 INCH DEEP LINTEL. -- - --- --- - -- q D. CORNERS AND INTERSECTIONS: (1) M5 CORNER BAR X 24 INCHES X 24 INCHES AT DRILLED-IN EXPANSION/WEDGE ANCHORS IN CONCRETE 4 DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE, BUT ARE NOT LIMITED TO: PER ICBO EVALUATION REPORT C TESTING LAB A. ACKNOWW-EDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING 1121 MN'SalAI m C. ROOF SNOW LOAD (PER IB-, 1603.1 3) EACH BOND BEAM FOR 8 INCH WALLS. (2) /4 CORNER BARS x 24 INCHES x 24 (UNLESS OTHERWISE NOTED ON DRAWINGS) AGREEMENTPROVIDED BY TILL LOCAL JURISDICTION I FLAT-ROOF SNOW LOAD (PF) 25 PSF INCHES AT EACH B ,OND BEAM FOR 10 INCH WALLS. - - •Alli 100 2. SNOW E;:POSURE FACICR (Ce) 1.0 E. SPLICES IN VERTICAL WALL REINFORCING SHALL BE LAPPED 62 BAR DIAMETERS. PLACING AND INSTALLATION OF COUPLED REINFORCING STEEL PER ICBG EVALUATION REPORT C TESTING LAB B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH 'THE APPROVED PERMIT po,•tla,dOR97M �• 3. SNOW LOAD IMPORTANC FACTOR (Is) 1.0 WHERE NOT MORE THAN (1) BAR IS REQUIRED IN LACH CELL, A 52 BAR DRAVANGS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE 4. THERMAL FACTOR (Ct) 1.0 DIAMETER LAP MAY BE USED. STRUCTURAL %aZING AND HW-STRENGTH BOLTING: ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND TeL 303.221.1121 F. HORIi3NTAL BOND BEAM REINFORCING SHALL BE I APPED 52 BAR DIAMETERS. TO THE BUILDING OFFICIAL. Fux.303.221.2011 O D. NAND LOAD (PER IBC 1603.1 4) 10. ELECTRICAL BOXES, CONDUIT AND PLUMBING SHALL NO) BE PLACED IN ANY CELL THAT SINGLE PASS FILLET WELDS 5/16' AND SMALLER P TESTING LAB C. THE SPECIAL INSPECTOR SHALL FURNISH NSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL. ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER DESIGNATED PARTIES), IN A n 1. BASIC WIND SPEED (3-SECOND GU',T) 100 MPH CONTAINS REINFORCING, FILLET WELDS LARGER THAN 5/16" C TESTING LAB TIMELY MANNER, AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING 2. BUILDING CATEGORY II 11. SEE DRAWINGS FOR ADOITIONAL REINFORCING. - D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING A r 3. WIND IMPORTANCE FACTOR (Iw) 1.0 12. SPECIAL INSPECTION 15 REQUIRED FOR ALL MASONRY CONSTRUCTION, SEE DRAWINGS FOR METAL DECK WELDING AND WELDED STUD INSTALLATION P TESTING LAB SPECIAL INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN GENERAL CONFORMANCE NTH 4. WIND EXFOSURE B ADDITIONAL INFORMATION. THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP 5. INTERNAL PRESSURE COEFFICIENT (GCpi) 0.18 Q WELDING OF STRUCTURAL LIGHT GAGE METAL STUD FRAMING p TESTING LAB PROVISIONS OF THE INTERNATIONAL BUILDING CODE. ------ E. EARTHQUAKE DESIGN DATA (PER IBC 1603! 5) WELDING OF REINFORCING STEEL PER I.B.C. 1903.5.2 C TESTING LAB 5. DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED TO: 1. SEISMIC USE GROUP Ll -- -- - - - A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS A. ,ENERAL BEFORE SUCH INSPECTION. 2. SEISMIC IMPORTANCE FACTOR !e1 WELDING OF A708 REINFORCING STEEL FOR EMBED PLATES 1. ALL. STRUCTURAL MEMBERS TO BE DETAILED FABRICATED AND ERECTED IN ACCORDANCE C TESTING LAB 3. MAPPED SPECTRAL RESPONSE . ERA"ON6.7" S,= 105.8X WITH THE LATEST EDITION OF A13C STANDARDS. SUBMIT SHOP DRAWINGS OF COLUMNS BAR LARGER THAN #5 B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS 4. SITE CLASS AND MISCELLANEOUS STEEL. - - BEEN OBSERVED AND INCICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED 5. SPECTRAL RESPONSE COEFFICIENTS 5.OX 59,= 70.58 Wrt�UING OF REINFORCING STEEL FOR EMBED PLATES BY THE BUILDING OFFICIAL. 3. ALL BIDDER DESIGN STRUCTURAL SYSTEMS TO INCLU'RE PLANS AND CALCULATIONS P TESTING lJ1B C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS 6. SEISMIC DESIGN CATEGORY BAR SMALLER THAN /S 7. BASIC SEISMIC-FORCE-RESISTING SYSTEML REINFORCED CONCk! TE STAMPED BY AN ENGINEER REGISTERED IN THE GOVERNING JURISDICTION. _-_-�-_- - - AT THE JOB SITE. 8. DESIGN BASE SHEAR (V) PS (BLDG. A), SJ20 KIPS (BEING 8) 3. UNLESS OTHERWISE NOTED, CONTRACTOR WILL BE REQUIRED TO PROVIDE A SEPARATE VERIFY ALL BOLTS INSTALLED 9. SEISMIC RESPONSE COEFFICIENT (Cs) PERMIT FOR BIDDER DESIGN STRUCTURAL. SYSTEMS. HIGH STRENGTH A325N AND A49ON BOLT INSTALLATION TO 'SNUG TIGHT' CONDI110N p TESTING IAB D. MAINTAIN AT THE JOB SITE, COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPEcrpR. CONS U L T I N G10. RESPONSE MODIFICATION FACTOR (R) 9. MATERIALS 8. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE ENG I N E E k S11 ANALI,� PROCEDURE USED LENT LATERAL FORCE 1. ALL STEEL W SECTIONS TO BE ASTM A992 TYPICAL UNLESS OTHERWISE NOTED. STRUCTURAL MASONRY: REQUIRED BY I.B.0 SECTIONS 1704.4: 8. MECHANICAL EQUIPMENT, MECHANICAL AND SPRINKLER PIPING LARGER THAN 2 INCHES N 2• ALL STEEL R-ATES, ANGLES, CHANNELS, ETC. TO BE ASTM A% TYPICAL UNLESS OTHERWISE NOTED. PRISM PREPARATION AND TEST SPECIMENS A. CONCRETE INSPECTIOI: AND TESTING REQUIREMENTS ARE AS FOLLOWS: SIM Kelly Avenue " DIAMETER OR ANY OTHER ITEMS PRODUCING A HANGER OR SUPPORT LOAD OF OVER 50 C TESTING IAB 1) CONTINUOUS OBSERVAIrIN Or ';LT WALL PANEL CONCRETE. PLACEMENT IS REQUIRED. I►rKtleM Oregon 111239 POUNDS SHAD BE HUNG BY A SYSTEM APPROVED BY VLMK. ANY HANGER OR SUPPORT 3. STEEL PIPE TO qE ASTM A53 (Fy35 KSI), TYPE E OR S. OR ASTM A501 (Fy=36 KSI). PLACEMENT OF MASONRY UNITS PRODUCING A LOAD OF OVER 200 POUNDS SHALL HAVE AUDI TIONAL FRAMING INSTALLED 4. STRUCTIJRA;- TUBING TO BE ASTM A500 GRADE 8 (F)=46 KSI). --- -- ------- 2) OBTAIN (4) TEST CYLINDERS FOR EACH 100 CUBIC YARDS PLACED (OR PORTION THEREOF IF LESS $03.222.4453 wiftovlmkcom 5. UNLESS OTHERWISE NOTED, BOLTS TO BE A325N FOR ',TEEL-TO-STEEL CONNECTIONS AND PLACEMENT OF REINFORCING STEEL C TESTING LAB THAN 100 CUBIC YARDS ARE PLACED) BREAK (1) CYLINDER AT 7 DAYS AND (2) CYLINDERS AT 503.248.9263 wwwvlmk.com' TRANSFEk THESE LOAD$ 10 THE MAIN $TPUCTURAL BEAMS OR WALLS UNLESS A307 FOR ANCHOR BOLTS AND CONNECTIONS WITH WOOD. PROVIDE STANDARD PLATE -- -- --- -._ 28 DAYS. (IF THE FIRST 26 DAY CYLINDER BREAK IS LESS THAN REQUIRED STRENGTH, HOLD (2) OTHERWISE APPROVED. WASHERS UNDER ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD. GROUTING PROCESS AND GROUT SPACE PRIOR TO/AND CYLINDERS FOR 56 DAY BREAK) HOLD 4TH CYLINDER FOR 56 DAY BREAK. BREAK 4TH CYLINDER 9. THESE DRAWIN,S HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF THE 6DRILLED EXPANSION ANCHORS/EPDXY ANCHORS: DURING GROUTING OPERATIONS C TESTING LIB ONLY IF RLIJUIRED STRENGTH IS NOT MET WITH (2) CYLINDERS AT 28 DAYS. CONSULTANTS . FANNO CREEK PLACE PROJECT LOCATED IN TIGARD, OREGON POSSESSION OF THESE EPDXY ANCHORS: -- ----- 3) bEw!FY THAT THE APPROVED MIX D �rvtir, ARE CLINv DCU:�REu TO THE $! BATCH 11CKE f5 DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR FABRICATE THE WHOLE, OR PARTS OF 1H S PROJECT IN OTHER LOCATIONS. BASE MATERIAL PRODUCT I.C.C. NO. N• C TESTING LAB,TALLATION AND GROAT PLACEMENT FOR CAST SHOULD BE CHECKED FOR ALL TRUCKS ENTERING THE SITE. 10. PROVIDE SHOPDRAWINGS FOR ALL STRUCTURAL PRODUCT'S DELIVERED TO THE PROJECT CONCRETE EPCON CERAMIC 6 EPDXY ANCHOR BY ER-4285 ANCHOR BOLTS AND EMBEDMENT PLATES FOR BIDDER DESIGNED ITEMS (DEFERRED SUBMITTALS), TH: DRAWINGS AND CALCULATIONS ITW RAMSET/RED HEAD --- ---- SHALL BEAR THE STAMP OF AN ENGINEER (PRODUCT ENGINEER) REGISTERED IN THE STATE CONCRETE SIMPSON SET EPDXY ANCHOR BY ESR-1772 DRILLED-IN ADHESIVE ANCHORS, RODS AND DOWELS SHALL PER ICBO EVALUATION REPORT C TESTING LAB r SIMPSON STF'ONG-TIE COMPANY, INC. BE CONTINUOUSLY INSPECTED DURING INSTALLATION DEFERRED STRUCTURAL SUBMITTALS ) � OPUS* WHERE THE PROJECT IS LOCATED. SUCH DRAWINGS �FIAI_L CERTIFY THAT THE DRAWINGS HAVE _ _ _ �_ BIDDER DESIGN NOT DEVIATED FROM THE VLMK DESIGF; IN ANY WAY, OR SHALL CALL TO THE ATTENTION CONCRETE HILT) HY 150 ADHESIVE ANCHOR BY ER-5193 - -�- pRILLED-IN EXPANSION/WEDGE ANCHORS IN MASONRY PER ICBG EVALUATION REPORT C 1FSTING LAB OF VLMK THAT THE PRODUCT ENGINEER HAS DEVIATED FI:Ot.1 THE VLMK DESIGN DRAWINGS. HILTI, INC. STEEL STAIRS SUCH DEVIATION MAY BE CAUSE FI'WR PEJECTING THE SHOP DRAWINGS. SEE DRAWINGS FOR CONCRETE POWER-FAST ADHESIVE ANCHOR BY ER-4514 APPROVED FABItlCATORS --` - - Opus Archbft POWERS FASTENERS, INC. OPEN WEB STEEL JOISTS AND GIRDERS 111=M5 CLASSIFIED AS DEFERRED SuBMIT'iAl_S. 'VLMK WILL REVIEW AND MARY.-UP A MAXIMUM ETIflIIIadT'6,Inc OF THREE COPIES OF SUBMITTALS. THE CONTRACTOR WILL BE RESPONSIBLE FOR DUPLICATING MASONRY HILTI HY-150 ADHESIVE ANCHOR BY ER-5193 - -- - --- MARK-UPS IF ADDITIONAL COPIES ARE REQUIRED. SUBMITTALS WILL BE STAMPED AND HILTI, INC. CERTIFICATE OF COMPLIANCE MUST BE SUBMITTED TC THE CURTAIN WALL/STOREFRONTS RETURNED TO THE GENERAL CONTRA,TOR WITHIN TWO WEEKS. FAX SUBMITTALS WILL NOT BE MASONRY SIMPSON SET Cr-UXY ANCHOR BY ESR-1772 ARCHITECT OR ENGINEER OF RECORD, FOR ALL OFF SITE P TESTING LAB � - ACCEPTED WITHOUT PRICER APPROVAL.. ALL SUBMITTALS SHALL BE REVIEWED AND STAMPED SIMPSON STRONG-TIE COMPANY, INC. FABRICATION SUCH AS STRUCTURAL STEEL, OPEN WEB STEEL ENTRY CANOPY COVER 8Y THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER. UNLESS OTHERWISE INDICATED, EXPANSION ANCHORS: JOISTS AND GIRDERS, GLU-LAMS, AND PRE-CAST CONCRETE. SHOP DRAWINGS SHALL BE PROVIDED ON THE FOLLOWING: BASE MATERIAL PRODUCT I.C.C. NO. NOTE: A. PREFABRICATED STRUCTURAL MEMBERS AND COMPONENTS (EG. JOIST, STAIRS, ETC.) CONCRETE RED HEAD TRUBOLT WEDGE ANCHOR BY ER-1372 SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR OWNER B. STRUCTURAL STEEL AND MISCELLANEOUS STEEL. ITW RAMSET/REG HEAD OTHER INSPECTION REQUIREMENTS: ENGINEER OF RECORD, AFTER REVIEW AND SUBJECT TO BEING IN GENERAL CONFORMANCE LATH THE C. ALL REINFORCING STEEL. CONCRETE SIMPSON WEDGE-ALL ANCHOR BY ESR-1396 CONTRACT DOCUMENTS, THE ENGINEER WILL RETURN THE SUBMITTAL TO THE CONTRACTOR. THE Uj D. CUR TAI NWALL/STOREFRONT SYSTEMS. SIMPSON STRONG-TIE COMPANY, INC. STRUCTURAL OBSERVATION: CONTRACTOR SHALL THEN FORWARD THE SUBMITTAL TO THE BUILDING DEPARTMENT. THE DEFERRED E. STRUCTURAL MASONRY MATERIALS. CONCRETE HILTI KWAK-•BOLT 3 ANCHOR BY ESR-1385 SUBMITTAL ITEMS SHALL NW BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE O HILTI, INC. FOOTING REINFORCEMENT P ENGINEER BEEN APPROVED BY THE BUILDING OFFICIAL - SITE MM MASONRY HILT-, KI, <-90LT 3 ANCHOR BY ESR-1385 - --- ----- -� - -- - (a HILTI, INC. TILT PANEL REINFORCING _ _ _ P ENGINEER A. GENERAL SCREW ANCHORS: SUBSTANTIAL COMPLETION OF STRUCTURAL STEEL_ ERECTION -� P ENGINEER _ BASE MAIERIAL PRODUCT I.C.C. NO. - -- -- - 1. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL FROM AREAS UNDER THE BUILDING OR ----- J �• Z UNDER PAVED AREAS. CONCRETE TITIN HD HIGH STRENGTH SCREW ANCHOR ESR-1056 AT COMPLETION OF ROOF DIAPHRAGM PRIOR TO COVER P ENGINEER 2 FILL MATERIAL TO CONSIST OV A GRANULAR MATERIAL OR CONDITIONED SITE; MATERIAL. BY SIMPSON STRONG-TIE COMPANY, INC. PLACE FILL IN LIFTS N07 TO EXCEED 8 INCHES AND COMPACT TO 95R STANDARD ASTM CONCRETE WEDGE BOLT B.' POWERS FASTENERS EN-5788 W 0-1557 UNDER FOOTINGS, UNDER PAVED AREAS AND UNDER FLOOR SLABS. MASONRY TITEN HO HIGH ::TRENGTH SCREW ANCHOR ESh-1056 �, 1�e Uj 3. BASE MATERIAL IMMEDIATLLY UNDER SLAB I) BE 6 INCH LAYER OF COMPACTED CRUSHED 6Y SIMPSON STRONC-TIE COMPANY, INC. STRUCTURAL OBSERVATION NOTES: 4i1 � y 0 ROrw NTH LESS THAN 5% PASSING THE /200 SIEVE. 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM OF 24 HOURS IN ADVANCE OF � y/ L „ OTHER ANCHORS ARE ACCIPTAB�E ONLY WITH PRIOR WRITTEN APPROVAL OF ENGINEER. 4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. REQUIRED OBSERVATION(S). APPROVAL BY THE MUNICIPAL INSPECTOR DOES NOT PRECLUDE OBSERVATION BY THE ENGINEER OF Q INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. PROVIDE MINIMUM EMBEDMENT Z 5. DESIGN SOIL PRESSURE 3,000 PSF LL PLUS DL PER GEOTECHNICAL INVESTIGATION RECORD AND APPROVAL Y THE ENGINEER OF RECORD DOES NOT PRECLUDE THE INSPECTION PROCESS BY THE MUNICIPAL AND SPACING UNLESS OTHERWISE WOTEO ON DRAWINGS. SPECIAL INSPECTION OF ANCHOR Q Q PREPARED BY TERRA ACSOCIAT�:' DATED DECEMBER 7, 2005. INSPECTOR AND ANY OTHER CODE REQUIREMENTS FOR INSPECTION. 6. ALL FOOTINGS TO BFAR A MINIMUM OF 18 INCHES BELOW FINAL GRADE ON FIRM, INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE OP' DRAWINGS. UNDISTURBED SOIL OR APPROVED COMPACTED FILL. NOTIFY VUvIK BEFORE PROCEEDING IF 7• LIGHT GAUGE STEEL 16 GAUGE AND HEAVIER SHALL BE FORMED FROM STEEL OF ASTM Z. UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER AND BUILDING OFFICIAL WITH WET O � m 0 ANY UNUSUAL CONDITIONS ARE ENCOUNTERED IN THE FOOTING EXCAVATIONS. A653 GRADE D WITH (Fy=50 KSI). LIGHT GAUGE STEEL 18 GAUGE AND LIGHTER SHALL BE STAMP AND SIGNATURE ATTESTING TO THE VISUAL OBSERVATIONS MADE. THE REPORT SHALL IDENTIFY ANY REPORTED � Z �1+ 7. DO NOT EXCAVATE CLOSER THAN 2:1 SLOPE BELOW FOOTING EXCAVATIONS, FORMED FROM ASTM A653 WITH (Fy-33 KSI). DETAIL AND FABRICATE LIGHT GAUGE STEEL DEFICIENCIES WHICH HAVE NOT BEEN RESOLVED. S. CLEAN ALL FOOTING EXCAVATIONS OF LOOSE MATERIAL, PER DISI STANDARDS, cx 9. LIMITED EXCAVATIONS MAY LE MADE UNDER CONTINUOUS FOOTINGS FOR PIPES. BACKFILL 8. HEADED S•iEEL STUD CCNNE:.TORS SHALL BE NELSON GRANULAR FLUX-FILLED HEADED STUDS OR PRIOR APFROVED EQUAL AND BE MADE FROM C-1015 COLD ROLLED CARBON Q 4. TO BE APPROVED BY GEOTECHNICAL ENL;IREER. STEEL. AND SHALL CONFORM TO ASTM A-108, GRADES 1015-1020 WITH A MINIMUM l 3 - CQHLKTE AND R2OfIC)WIG TENSILE STRENGTH OF 60,000 PSI. STUDS TO BE AUTOMATICALLY END WELDED WITH A Zi STUD WELDING GUN. ALTERNATE WELDING PROCEDURES MAY BE USED ONLY WITH PRIOR A. CONCRETE MIX/MATERIAL WRITTEN APPROVAL FROM THE ENGINEER. STUD WELDING, INSPECTION AND TESTING 00 1. STRENGTH: AVERAGE 28 DAY STRENGTH DETERMINED BY JOB CAST LAB CURED CYLINDER SHALL CONFORM TO AWS 01.1. TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANT'S STANDARD C. WELDING MMECTNAINE DEVIATION AS SPECIFIED N ACI 318. PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL 1. ALL WELDS TO BE MADE BY CERTI.IED WELDERS TO AWS STANDARDS WITH E70XX CONCRETE TO BE USED. CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE. ELECTRODES. CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE MEANS AND METHODS 2. MINIMUM MIX REQUIREMENTS: OF CONSTPUCTION THEY ANTICIPATE EMPLOYING ON THE PROJECT. SOME WELDS SHOWN AS LOCATION MIN. COMP. SLUMP MIN. CEM. ADMIXTURES SHOP WELDS MAY NEED TC BE F'IEI_0 WELDS TO AID ERECTION. STRENGTH (A) CONTENT 0. STEEL JOIST FOOTING`-, 3,000 PSI 0'-5" 470 LB NONE 1. STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED PER SJI STANDARD INTERIOR SLAB ON GRADE 15Cn PSI 2"-4" 517 LB (8). (D) SPECIFICATION. EXTEPIOR SLAB ON GRADE 3,000 PSI 2"-4" 517 LB (B), (C), (D) 2. CAMBER ALL JOISTS NTH STANDARD CAMBERS IN ACCORDANCE WITH THE ABOVE INTERIOR SLAB ON METAL DECK 3,500 PSI 2"-4" 517 LB (B STANDARD SPECIFICATION UNLESS NOTED OTHERWISE. ON DRAWINGS. WALL PANELS AND COLUMNS 4,000 PSI 2"-4" 517 LB (B 3. PROVIDE BRIDGING IN ACCORDANCE WI TH THE ABOVE SPECIFICATIONS, DO NOT USE ■ MISCELLANEOUS 3,000 PSI 0"-5" 470 LB (B3 SLOTTED HOLES IN BOLTED CONNECTIONS UNLESS APPROVED BY ENGINEER. A. SLUMP EXCEEDING SPECIFIED LIMIT'S SHALL NOT BE INCORPORATED IN THE PROJECT 4. PROVIDE SHOP DRAWINGS AND CALCULATIONS THAI INDICATE JOIST SIZES, LOADING V EXCEPT BY WRITTEN APPROVAL FROM ENGINEER. MEMBER SIZES, PANEL POINT LOCATIONS, CAMBERS, BRIDGING AND .ANY OTHER B. WRA = WATER REDO/^ING AGENT. INFORMATION THAT MAY BE PERTINENT TO THE PROJECT. SHOP DRAWINGS AND ui0. C. AE = AIR ENTRAINMENT. CALCULATIONS SHALL BE STAMPED BY AN ENGINEER REGISTERED IN THE STATE WHERE D. POZZUTEC 20 REQUIRED FOR CONCRETE PLACED BELOW 40 DEGREES FAHPENHEIT. THE PROJECT IS LOCATED. � /^ 5. PROVIDE INSPECTION REPORT PREPARED BY THE PRODUCT ENGINEER CERTIFYING THAT M/ 3. USE TYPE I CEMENT, PER ASTM C•-15) UNLESS OTHERWISE APPROVED. THE JOISTS HAVE BEEN FABRICATED ACCORL .NG TO THE DESIGN ASSUMPTIONS AND ♦ AGGREGATE ASTM C33. 1 1/2 INCH MINUS RECOMMENDED FOR SLABS ON GRADE TO ASSIST REQUIREMENTS. REPORT IS TO ACCOMPANY 111E JOISTS ON DELIVERY TO THE PROJECT. IN SHRINKAGE CRACK CONTROL. ALL OTHER CONCRETE MAY USE 3/4 INCH MAXIMUM SIZE 6. JOIST ERECTOR SHALL COMPLY WITH THE STEEL JOIST INSTITUTE SPECIFICATION OF AGGREGATE. LATEST ADOPTION IN HANDLING AND ERECTION OF MATERIAL. NOTIFY JOIST SUPPLIER 5. MAXIMUM WATER ALLOWED IN SLAB ON GRADE AND TILT WALL MIX DESIGNS IS 250 OF ANY DAMAGED JOISTS. POUNDS PER CUBIC YARD UNLESS OTHERWISE. APPROVED BY ENGINEER. E. STEEL FLOOR DECK �+w 6. WATER REDUCING AGENT (WRA) SHALL BE POL.YHEED R-1 OR DURACEM 55 AT 6 OZ. PER 1, STEEL FLOOR DECK TO BE VERCO OR PRIOR APPROVED EQUAL. DECK PROPERTIES AND 100 POUNDS CEMENT. COMPLY WITH ASTM C-494. CAPACITIES SHALL BE VERIFIED BY A CURRENT ICC REPORT. 7. AIR ENTRAINMENT (AE) SHALL COMPLY WITH ASTM C-260 AND SHALL BE USED ONLY 2. FOR UNSHORED CONSTRUCTION, USE MINIMUM THREE SPAN LAY-IJP UNLESS OTHERWISE Li WHERE SPECIFIED AND/OR APPROVED BY ENGINEER. NOTED ON DRAWINGS. C 8. ACCELERATORS: POZZUTEC 20 NON-CHLORIDE FOR COMPONENTS EXPOSED TO WEATHER IN 3. DEPTH, GAGE AND ATTACHMENT TO BE AS SHOWN ON DRAWINGS. THE COMPLETED STRUCTURE (WALLS, EXTERIOR PAVING, ETC.), QUANTITY (DOSAGE) TO BE 4. DECK AND ALL ACCESSORIES SHALL CONFORM TO ASTM A653-SS DESIGNATION, GRADE 33. DETERMINED 9Y CONTRACTOR AND APPROVAL 06TAINED FROM ENGINEER BEFORE USE OF 5. DECK AND ALL ACCESSORIES SHALL BE GALVANIZED IN ACCORDANCE IMTH ASTM A924, ACCELERATORS. CLASS G60. 9. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS, 6. THE METAL DECK SUPPLIER SHALL PROVIDE CLOSURE PLATES AND ALL MISCELLANEOUS 10. PROVIDE CON TR(.)L JOINTS IN ALL INTERIOR SLABS ON GRADE AT 25'-0' CN CENTER EACH LIGHT GAGE METAL NECESSARY TO COMPLETE THE WORK. WAY MAXIMUM UNLESS OTHERWISE SHOWN ON PLANS. PROVIDE HEAVY (3/4 INCH) TOOLED 7. ALL WELDING TO BE IN CONFORMANCE WITH AWS D1.3. UILfGErMLE JOINTS AT 5'-0' ON CENTER IN AU- EXTERIOR WAI.rS UNLESS OTHERWISE NOTED. 8. DECK IS TO BEAR A MINIMUM OF 2 INCHES AT ALL SUPPORTING MEMBERS. 11. SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL 9. HANGERS SUPPORTED BY STEEL DECK WITH CONCRETF FILL SHALL BE INSTALLED USING CONCRETE UNLESS EFFECTIVELY COATED. ICC APPROVED ANCHORAGE SYSTEMS SUCH HANGERS MA1 BE USED TO SUPPORT $TRIJCTURAL REVIEW COMPLETEL_ B. REINFORCING DUCTWORK (54- X 16" MAX), PIPING (4" DIAMETER MAX), 0? CEILINGS. LARGER '- 1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. DUCTWORK OR PIPING SHAD br SUPPORTED BY STRUCTURAL BEAMS OR COLUMNS. . 1 Q /} 1 2. USE ONLY A706 WELDABLE REBAR IF REBAR IS TO BE WELDED. USE ONLY LOW HYDROGEN F. STEEL ROOF DECK U 1 G ELECTRODES. ALL WELDING TO BE IN COMPLIANCE WITH AWS 01.4. 1. STEEL ROOF DECK TO BE VERCO OR PRIOR APPROVED EQUR.L, DECK PROPERTIES AND PERMIT L_ �- 3. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD CAPACITIES SHALL BE VERIFIED BY A CURRENT ICC REPORT. I PRACTICE FOR DET,k;LING REINFORCED CONCRETE STRUCTURES - ACI STANDARD 315. 2. LAY-"UP TO BE THREE SPAN MINIHIIM UNLESS OTHERWISE NOTED ON DRAWINGS, DAI•� � (j �Y � , 4. PROVIDE 2'-0" x ;'-0' CORNER BARS TO MATCH HORIZONTAL_ REINFORCING IN 3. DEPTH, GA3t: AND ATTACHMENT TO BE AS SHOWN ON DRAWINGS. POURED-IN-PLACE WALLS AND FOOTINGS AT ALL CORNERS AND INTERSECTIONS. 4. DECK AND ALL ACCESSORIES SHALL CONFORM TO ASTM A653-SS DESIGNATION, GRADE 33. NM .L C SULTING ENGINEERS I - 5. SPLICES IN WALL REINFORCING SHALL BE LAPPED (52) BAR DIAMETERS (2'-0' MINIMUM) 5. DECK AND ALL ACCESSORIES SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A924, AND SHALL BE STAGGERED AT LEAST 4 FEET AT ALTERNATE BARS. CLASS G60. l 6. ALL OPENINGS SMALLER THAN 8 INCHES X 8 INCHES THAT DISRUPT REINFORCING SHALL 6. THE METAL DECK SUPPLIER SHALL PROVIDE CLOSURE PLATES AND ALL MISCELLANEOUS HAVE AN AMOUNT OF REINFORCING EQUAL TO THE AMOUNT DISRUPTED PLACED BOTH LIGHT GAGE METAL NECESSARY TO COMPLETE THE WORK. I - SIDES OF' THE OPENING. 7. ALL WELDING TO BE IN CONFORMANCE WITH AWS D1.3. �� 1?�?,?r100 7. PROVIDE THE FOLLOWING MINIMUM REINFORCING AROUND WALL OPENINGS LARGER THAN 8. DECK IS TO BEAR A MINIMUM OF 2 INCHES AT ALL SUPPORTING MEMBERS. 30 INCH X '0 INCH: 9. HANGERS SUPPORTED BY STEEL DECKING SHALL NOT CARRY LOADS GREATER THAN 120 - A. 2 t5 EVER OPENING X OPENING WIDTH PLUS 2'-0" EACH SIDE. POUNDS EVERY 25 SQUARE FEET. HANGERS SUPPORTING HIGHER LOADS MAY BE DATE10-12-M 8. 2 #5 UNSER OPENING X OPENING WIDTH PLUS 2'-0" EACH SIDE. PERMITTED WITH PRIOR APPROVAL FROM THE EWANEER. C. (2) #5 EACH SIDE OF OPENING X FULL STORY HEIGHT. G. LIGHT METAL STRUCTURAL STUD WALLS �CHEdC TN D. PROVIDE 90 DEGREE HOOK FOR BARS AT OPENINGS IF REQUIRED EXTENSION PAST 1, ALL PRODUCTS ARE TO BE MANUF,,ZTLI11rn dY THE CURRENT MEMSETTS OF THE STEEL OPENING CANNOT BE OBTAINED. STUD MANUFACTURERS ASSOCIATION (SSM-A- ). INSTALLATION SHALL BE IN ACCORDANCE WN - 8. PROVIDE (2) r)4 CONTINUOUS BARS AT TOP AND BOTTOM AND AT DISCONTINUOUS ENDS WITH THE CURRENT ICC REPORT (ER-4943P). I ORABY: ARM_ OF ALL WALLS. 2. STEEL STUD FRAMING SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C754. 9. PR01DE DOWF_LS FROM FOOTINGS TO MATCH ALL VERTICAL WALL, PILASTER AND COLUMN 3. METAL STUD WALL TRACKS ARE TO BE ATTACHED TO CONCRETE FLOORS WITH MINIMUM REINFORCING. (POURED IN PLACE COLUMNS AND WALLS). 0.145 INCH DIAMETER X 1' PENETRATION POWDER-DRIVEN FASTENERS SPACED AT 24 PROJECT 205497 10. LAP ALL BARS IN INTERCFCTING FOOTINGS 2'-6" OR (52) BAR DIAMETERS, WHICHEVER 15 INCHES ON CENTER. GREATER. 4. UNLESS OTHERWISE NOTED IN DRAWINGS. METAL STUDa ARE TO BE 60051.37-43 SECTIONS 11. ALL VERTICAL WALL REINFORCING TO BE PLACED IN CENTER OF WAL, UNLESS SHOWN WITH MINIMUM SECTION PROPERTIES (GROSS) IIS FOLLOWS: Ir - 2.042 INCHES^4. OTHEPW,SE ON DRAWINGS Sx = 0.681 INCHES"3 ANDA = 0.413 INCHFS�2. STUDS TO BEAR ON FULL WIDTH OF TOE' �L 12. EXTEND REINFORCING TO WITHIN 1 INCH OF WALL AND SLAB EDGES. AND BOTTOM TRACK. 1 13. CONTRACTOR TO DESIGN AND PROVIDE ADDITIONAL REINFORCING AS REQUIRED FOR LIFTING 5. STUD SPACINI: TO BE 16 INCHES ON CENTER OR AS INDICATED ON DRAWINGS. �� TILT WAILS. ,�� 6. WA!L COVERING MATERIAL AND ATTACHMENT TO BE PER 113E SECTIONS 2508 THRU 2508, ce,V�� 14. PROVIDE (2) N4 CONTINOUS EACH SIDE OF SLAB OPENNVG�. EXTEND Z"-0' PAST OPENING. AND 2511. 7. N8 GAUGE SCREWS TO BE USED TO CONNECT METAL. FRAMING EXCEPT AS NOTED ON THE DRAWINGS. WELDING IS ACCEPTABLE. WHERE INDICATED ON THE DRMMNGS. ALL WELDS OF DEC 2� �� GALVANIZED STEEL SHALL BE TOUCHED UP WITH A ZINC-RICH PAINT. SO. Oa A S. GALVANIZED COATING TO BE G60 MINIMUM. OPUS NO►t►nvoo OR d D '� 1 � 2 � i I � � � owr,�rrreieosueAMrr►w _.�.•.-. ._----.rr ... i 'n ,,. 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'B' _____= CONCRETE FOOTING FIER SCHEDULE THIS SHEET FOLLOWING CRITERIA: TOP OF FOOTING TO BE MINIMUM 12" MILLER O SULT[NG ENGINEERS I GRID 0.9,10.1 BELOW FINISH GRADE AND FINISH FLOOR. 801 TOM OF FOOTING S=====S CONCRETE FOOTING STEP PER DETAIL 5 TO BE A MINIMUM OF 18' BELOW FINISH GRADE. 11 PANELS 4'-0"x24' DEEPxCONT. (6) N6 TOP AND BOTTOM BLDG A' 52.1 I - GRID 0.9,11.1 • TUBE STEEL COLUMN PER SCHEDULE THIS SHEET 3. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND O12 PANEL 5'-0"x20` DEEPx SEE PLAN (5) N7 LONGITUDINAL BOTTOM -X'-X' COMPACTION TO SUPPORT FOUNDATIONS AND CONCRETE SLAB I (5) /4 LONGITUDINAL TOP /1-0-175- 4 O G ELEVATION OF TOP OF FOOTING BELOW FINI,T FLOOR ON GRADE. 4 AT 12" O.C. TOP AND BOTTOM TRANSVERSE 4. PROVIDE AN UNDER SLAB VAPOR BARRIER IF REQUIRED BY THE COLUMN AND FOOTING PER SCHEDULE THIS SHEET ARCHITECT/OWNER. PLACE IN ACCORDANCE WATH GEOTECHNICAL I- - 13 PANEL 8'-O"x32" DEEPx SEE PLAN (12) M9 LONGITUDINAL BOTTOM ENGINEER'S RECOMMENDATIONS. USE CURING BLANKETS FOR l©PERMIT 1'52007 (8) /5 LONGITUDINAL TOP �� PANEL NUMBER SEE SHEET 572 FOR PANEL ELEVATIONS SLABS PLACED OVER VAPOR BARRIERS, DO NOT WET CURE. AT 12" O.C. TOP AND BOTTOM TRANSVERSE � i' PERMIT 12-21-2006 P J PANEL JOINT 5. CRANE SUPPORT REQUIREMENTS TO BE VERIFIED BY CONTRACTOR. 14 PANEL 7'-0"x32" DEEPx SEE PLAN 00) #9 LONGITUDINAL BOTTOM PROVIDE THICKENED SLAB OR LOAD DISTRIBUTION PADS ( DATE.----- 10-12-M -� (8) 5 LD4G TOP C J CONCRETE SLAB CONTROL JOINT PER DETAIL S2.1 AS REQUIRED. 1, -AT 12" O.C. TOP AND BOTTOM TRANSVERSE 6. SLAB HAS NOT BEEN DESIGNED FOR SUPPORT OF TEMPORARY K• TN 15 PANEL 7'-O"x30" DEEPx SEE PLAN (7) /8 LONGITUDINAL BOTTOM PANEL BRACING. CONTRACTOR TO VERIFY BRACE DESIGN -_- - (6) /F LONGITUDINAL TOP REQUIREMENTS AND THICKEN OR REINFORCE SLAB AS NEEDED, DRA"BY. ARM _ 5 AT 12" O.C. TOP AND BOTTOM TRANSVERSE OR PROVIDE ALTERNATE MEANS FOR BRACE SUPPORT. COORDINR TE ANY CHANGES IN SLAB DESIGN WITH ENGINEER. l 16 PANEL 4'-0"x20" DEEPx SEE PLAN ('i) /B LONGITUDINAL BOTTOM (4) /6 LONGITUDINAL TOP 7. SEE PANEL ELEVATIONS, SHEET S7.2 FOR FOUNDATION EMBED PROJECT. 20rS197 _ _ EQUIREMENTS. • - 5 AT 12" O.C.�CTOP AND BOTTOM TRANSVERSE _ 1© PANEL 8'-0"x32" DEEPxCONT. (8) /9 LONGITUDINAL BOTTOM /, I U� (8) 05 LONGITUDINAL TOP 4 (7` 5 AT 12" O.C. TOP AND BOTTOM TRANSVERSE 18 PANEL 5'-0"x26" DEEPxCONT. (6) #7 LONGITUDINAL. BOTTOM (4) ,5 LONGITUDINAL TOP S1 . 1 AT 12" O.C. TOP AND BOTTOM TRANSVERSE DESIGN SOIL PRESSURE: 3,000 PSF, DEAD LOAD + LIVE LOAD SEE SOI;S INVESTIGATION BY: TERRA ASSOC'ATES, INC. DATED DEC. 7, 2005 D � 1 2 9 Jim S w or w.•,w.lr.cr...►� •. -..-....-•""vMLr.'IP f'19MIY!' ri!l111.1lM.q�Mwlk•••" - TT r 30 00.110 Now • - w.• r"�-..;.rr.+sa"wwawncu-x,a ua- ..,wl/YbO,.•1�1•�•..w. / +.". �.w=.+w.. ,,. 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FTG JU-2------------------C., I J, : I AS RI GLARED r-----b------ L T; ---- 7 !6 ------- - in IL ---------- a 0 b ------------------- QS2.1) ----------- ------------Q___T -------- -------------- -16 t ----- -----------•---------------- 6- ------------ ----------- -----------------------C. --------------- H "I ----------- ------ ------------- ---- ---------------------------- -------------------------------------- ------------------------------------ --------- • -------- L----- 9t TYP 0 T.O. FTG PROwecIrmuff M-41 22'-6* 30'-0' 30--0' 30*-o" F-28-I P. J. 30--o' 30'-o' 30'-0' 301 0. 1 26 P. J. E-2-K-1 P. J. P. J. 22 P. J. P. J. P. J. 18 16 F_2_4_� =0 + COLUMN AND FOOTMIG SCHEDULE ^A -COLUMN/BASE PL. FO�MNG REINFORCING NOTES HISS lOx10x5/16 9'-0'x9'-0"x24* DEEP (8) F EACH WAY HSS 8x8x3/8 8'-5-x8'-6-x24' DEEP (8) 07 EACH WAY MISS sx8x5/16 !'-0"x8'-0'x20* DEEP (9) #5 EACH WAY FOUNDATION PLAN BUILDING A HSS 8x6xI/4 7*-O'x7*-0'x20' DEEP (7) 06 EACH WAY 77Z't -3O " C _HSs 5x6x5/I6_ DEEP (7) #5 EACH WAY O HISS Sxftl/41 5'-O`x5'-WxI6`* DEEP (6) 05 EACH WAY O7 STOREFRONT 2'-O'x12* DEEPxCONT, (2) f5 BOTTOM PANEL FOUNDATION LEGEND* FOUNDATION MOMS: 2'-F,'xlG* DEEPxCONT. (4) #5 TOP AND BOTTOM PANEL 3'--0'x16' DEEPxCONT. (4) #5 TOP AND BOTTOM CONCRETE TILT WALL PANEL I. CONTRACTOR TO VERIFY Ali DIMENSIONS AND ELEVATIONSNST MLR PANELS 3*--O'x24" DEEPvCONT. (5) #5 TOP AND BOTTOM BLDG. 'B' METAL STUDS WITH ARCH1TECTuw,,_ 71"'ANNGS. GRID 0.9,10.1 PROVIDE TIES PER (3/S2.2) 2. CONTRACTOR TO VERIFY ALL FoorNG ELEVATIONS WITH THE 11 - CONCRETE FOOTING PER SCHEDULE THIS SHEET FOLLOWING TOP Or FOOTING TO BE MINIMUM 12' PANELS 4'--0'x24* DEEPxCONT. (6) #6 TOP AND BOTTOM ILDG. 'A' r5_1\ BELOW FINISH GRADE AND FINISH FLOOR. BOTTOM OF FOOTING L GRID 0.9,11.1 PROVIDE TIES PER (3/S2.2) S:::::S CONCRETE FOOTING STEP PER DETAIL TO BE A MIN14UM OF 18' BELOW FINISH GRADE. PANEL w 5'--O'x2O* DI SEE PLAN (5) #7 LONGITUDINAL BOTTOM TUBE STEEL COLUMN PER SCHEDULE THIS SHEET 3. SEE GEOTECIINICAL REPORT FOR SUBGRADE PREPARATION AND (5) 04 LONGITUDINAL TOP COMPACTION TO SUPPORT FOUNDATIONS AND CONCRETE SLAB #4 AT 12" D.C. TOP AND BOTTOM TRANSVERSE ELEVATION OF TOP OF FOOTING BELOW FINISH FLOOR ON GRADE. PANEL 8'--O"x32 DEEPx SEE PLAN (12) 09 LONGITUDINAL BOT7C*A COLUMN AND FOOTING PER SCHEDULE THIS SHEET 4. PROVIDE AN UNDER SLAB VAPOR BARRIER IF REQUIRED BY THE (8) 05 LONGITUDINAL TOP ARCHITECT/OWNER. PLACE IN ACCORDANCE WITH GEOTECHNICAL #5 AT 12" D.C. TOP AND BOTTOM TRANSVERSE PANEL NUMBER SEE SHEET S72 FOR PANEL ELEVATIONS ENOINEER'S RECOMMENDATIONS. USE CURING BLANKETS FOR 04 PANEL 7'-0"x32' DEEPx SEE PLAN (8) 09 LONGITUDINAL BOTTOM - -- SLABS PLACED OVER VAPOR BARRIERS. DO NOT WET CURE. (7) 05 LONGITUDINAL TOP P i PANEL JOINT 5. CRANE SUPPORT REQUIREMENTS TO BE VERIFIED BY CONTRACTOR. L&PE&Vff 12-a2= #5 AT 12* D.C. TOP AND 'BOTTOM TRANSVERSE 1 PROVIDE THICKENED SLAB OR LOAD DISTRIBUTION PADS PANEL C i CONCRETE SLAB CONTROL ;DINT PER DETAIL 101 167 'r-0'00' 0EEPx SEE PLAN (7) 08 LONGITUDINAL 801 Irm AS REQUIRED. JDATI (6) 06 LONGITUDINAL TOP B. SLAB HAS NOT BEEN DESIGNED FOR SUPPORT OF TEMPORARY - E±T 12" D.C. TOP AND BOTTOM TRANSVERSE PANEL BRACING. CONTRACTOR TO VERIFY BRACE DESIGN LCHECk_ TN 19 PANEL 4'-O"x2O* DEEPx SEE PLAN (6) 08 LONGITUDINAL BOTTOM REQUIREMENTS AND THICKEN OR REINFORCE SLAB AS NEEDED, OR PROVIDE ALTERNATE MEANS FOR BRACE SUPPORT. L DOM_MN BY., AfMf LONGITUDINAL TOP COORDINATE ANY CHANGES IN SLAB DESIGN WITH ENGINEER. (4) 06 LONG AT 12* O.C. TOP AND BOLTON TRANSVERSE 7. SEE PANEL ELEVATIONS, SHEET S7.2 FOR FOUNDATION EMBED PANEL W-1)"02' DEEPx (8) 09 LONGITUDINAL BOTTOM SEE PLAN (8) f5 LONGITUDINAL TOP REQUIREMENTS Pwmr. 2ow7 #5 AT 12* D.C. TOP AND BOTTOM TRANSVERSE 1® PANEL 5*--0"x26" DEEPx (6) #7 LONGITUDINAL BOTTOM 7t� SEE PLAN (4) J5 LONGITUDINAL TOP 1 05 AT 12" O.C. TOP AND BOTTOM TRANSVERSEdd r DESIGN :74L PRESSURE: 3,000 PSF, DEAD LOAD + LIVE LOAD SEE SOILS INVESTIGATION BY: TERRA ASSOCIATES, INC. DATED DEC. 7, 2005 DEC S1 . la M 2 M OPUS 4 4Zm*m*I OR T;1T9TjI1I� 711,1 Y.4j A 30X IDA011111 Toll, 7 P. J. 10.1 • _ep-"'tj -6. 7 .3 NT T ' I i 3/4' 1/16- MAX SLOPE TOP AND BOTTOM NOTE: IF Wo Oi) i vfiM IS USED FOR KEY, KEEP WOOD WET BEFORE STOREFRONT DOORWAY. r`'I .'' • v E_ N CONi:F3ETE POUR TO PREVENT SEE ARCHITECTURAL �c.•I ., „ i•;' SWELLING /PRE CAST CONCRETE TILT-UP WALL t/8" RADIUS TOOLED EOGE 2=6' NOTE, 1 r � s iSEE SCHEDULE FOR BEARING PLATE. V KEY LOCALE KEY AT MID -q1 z I^ TO MATCH SLAB F.uNhUIiCING. AT CONTRACTORS OPTION GRID USE (4)-3/4' DIA, BOLTS WITH PLATE • \ SLAB DEPTH MAY OMIT WHERE SLAB THREADED ROD EPDXY ANCHORS 3/4' OR LESS IN THICKNESS. USE REINFORCING IS NOT REQUIRED. CONCRETE TILT PANEL WITH SAME DIAMETER AND EMBEDMENT (4)-1- DIA. BOLTS WITH PLATES r MAY BE USED. PER PLAN v - • 10 P r h POUR JOINT. SIMILAR TO COLD :VIDE Fl • CONTROL JOINT EXCEPT RUN SLAB 1' OR GREATER. EMBED BOLTS SEE&ND SHEE f NI ADJACENT LTO TILT WALL PANEL • - (S7.2) FOR PANEL p 'II REINFOkCING THROUGH JOINT 1 4 u_ SEE DETAIL CONNEC11ONS b"' 8 O 1.) ALL CONSTRUCTION JCINTS TO BE COLU CONTROL JOINTS • I I �- 2.) SEE PLANS AND SPEC'FICATIONS FOR TYPE AND • • ' PANELS io V p w I ,---T.S. COLUMN -• SEE PLAN � LOCATION OF JOINT. �II �• 1 I �Q - I ' I - BLOCK OUT SLAB FOR COLUMN. ' 4 II� ul u Oo I ~ O I I FILL AFTER COLUMN 15 PLACED � PLAN E �•. �' I' I u •� FOR PANEL REINFORCING --' I I SES ig COMPACIED BACKFILL. Q SEE PANEL ELEVATIONS TUBE STEEL USE KEYED CONTROL JOINT - - 1 A COLD KEYED CONTROL JOINT AT EACH SIDE OF WALL. ft 1 P i b USE CRUSHED ROCK INSIDE. S21-OtA 1 1 � - 1 -0� � 1- -' 2't GR01'T PADS W/ 2-t • 2 I SHIM PANELS AT 8'-0" O.C. MAXIMUM • • I I LEVELING NUTS q flbk SEEMINIMUM THREE SHIMS PER PANEL) AND 5 I I • ROUT WITHIN 24 HOURS OF SETTING '' x r I I r • j(F NEL_ b c5 1. I- __I a, COMPACTED SAND OR 1/8' RADIUS TOOLED EDGE 3/4- X 1--0" SMOOTH GREASED , .1 = d° �- GRAVEL BACKFILL 00 • ��\%� • \ DOWEL A7 2'-0" ON CENTER. "� ti 8 •° 0 • of \\�\\� '► \_l1 CENTER IN SLAB. . 0 0 DITIONALREINFORCING AND TIES OCCUR SOME o,2o NOT FILL WITH CONCRETE. \OTING SCHEDULEITIONS SEE C \ / � � � � EARTH r^ • " FOOTINGFORMEO EF PLAri � \\ UNDISTURBED1121 SWSa11IIOII\ MATCH FOOTING - surf!100 SEE SCHEDULE FOR SEE ,SCHEDULETCLR w ° o ea FOR TOOTING SIZE �� REINFORCING Porda+,d OR 97205FOOTING SIZE AND M1+D REINFORCING ' �\ - DOwELED ,IoINT INSTRUCTIONS: REINFORCING Td SO3.221.1121 1.) GIND ENO! OF SHEARED DOWEL TO REMOVE DEFORMITIES. a SEE SCHEDULE FOR FOOTING0'-3' CLEAR2.) CAREFULLY REALIGN BARS AFTER TROtAEUNG SLAB SEE DETAIL 2, SIZE AND REINFORCING 1'-6' MIN. Fac.303.?21.2071 FOOTING SIZE AND REINFORCINGTO INSUkE BAk IS PERPENDICULAR TO .KXNr 3' CFOR TIES WHERE 3AT FOUNDATION PLAN A HORIZONTALLY AND yLB�[� REQUIRED 3) GREASE ONE ENO OF BAR 4.) ALL CONSTRUCTION JOINTS TO BE COLD CONTROL JOINTS S.) SEE PLANS AND SPECIFICATIONS FOR TYPE AND LOCATION of JOINT. 2 SLAB AT WALL POUR JOINT 3 DOORWAY AT STOREFRONT 4 TYPICAL INTERIOR COLUMN 5 TYPICAL STEP FOOTING 18 COLD DOWELED CONTROL JOINT 2. S21-D2.dwq - 1 70 2 521-03.dwq 1 • 1 -0 2. 21-04 1 _ 1 -0 S21-05.dwq 1 - 1-0 2 521-ole 1 1/2- BACKER 2BACKER ROO. PLACE IMMEDIATELY AFTER SAW CUT (SAME TAY) coNsuL �rlrvc SAWN JOINT. /5 5L.Ad DEPTH. SAWING TO OCCUR AS EARLY AS POSSIBLE WITHOL I $PALLING CONCRETE. 00 NOT WAIT UNTIL THE FOLLOWING DAY. 2'-0' I•rdeed KOr•goe 9723) • r�IT I I � (3) - fix -1 2'-0' 503.222.4453 Omkovlmkcom I I EMBED INTO COLUMN IIUMN !503.24!.9263 www vlmkcom tl COLUMN PER PLAN I I PIER AT 6" O.C. v • w/ x CONTINUOUS COA&flK TANTS BASE PLATE SEE STOP REINFORCING 0'-3' I I SCHEDULE /� CLEAR OF JOINT I I SEE PLAN l C WET SAWN CONTROL JOINT VERIFY WITH ELEVATOR SUPPLIER 0 p u s • 3/4 x 0 x 0'-8' WITH L4 x 4 x 3/8 W/ 3/4" DIA. 2 S21-01C 1 1/2- 11-77 ' (2) - 3/4' x 8' DRILLED ANCHORS AT 24" O.C. �Ar�,j� o, NELSON STUDS SEE a SEE ARCH. FOR LOCATION E irftr%Inc ; 1"t NON SHRINK GRGUT 54.1 SEE PLAN FOR BEAM PANEL EDGE 0.$ 8 LOCATE (3)- TIES AT TOP YAI�( !'AC#MIO EACH AMME 2- 2-2- 4 r 1 WITH PIER 2'-0* x 2'-0- ( ) - /8 VER TS �- I a � � REINFORCING PER H1 (4) /8 8- ;ry WITH /3 TIES AT 8` O.C. ' • 7 PANEL ELEVATION H2 (4) %7 4- 01VI6R 4 1 N �r • TYPICAL D -(2)- N24. #4 x 8" AT 24' O.C. 3 a [:H�3 (4) /5 4- Lu 8o #4 x 6" �AT 24. O.C. I#4 AT 12. O.C. HORIZ. 1 1/2• 4 (3) /5 4- /- '_AP 6'-0" MINIMUM COLUMN PER I 0 4 � � � b jyy I 2' d_R. NOTES: PLAN 1 I COMPACTED SAND OR + f3 2" CLR. /4 x �1 AT 12' O.C. 1.)SEE FOOTING SCHEDULE 3- I I GRAVEL BACKFILL-� ' � ELEVATOR PIT SEE --- 8' LS x 3 x 3/8 x REQUIRED FOR REINFORCING. ea . /QED W 1 1 DETAIL9 FOR 8 3" (LLV). SEE SCHEDULE FOR 4- A706 BAR TO a �,• PANEL PER I I SEE 4 FOR ' • • V L 1 1/2"x1 1/2"x 1/4" REINFORCING. 4'�ANGLE TYP. 2.)SE 2 FOR TIES 4 V N(� PLAN I i S2.1 • FIIRTHER INFORMATION CONT. 1 3 EA. SIDE AND 4 AT 12" O.C. � n ENDS W/ 3/4" DIA, x 4' E e - WHERE REQUIRED I ADDITIONAL INFORMATION o. NELSON STUDS AT 24" O.C. EACMWAY SEE PANEL I d0q°• a • INSERT ANGLES TO -� 5' t H o O.V 1" GRATING ALIGN VERTICAL FLAT BAR x 3/8 x 3"ELEVAy FOR EMIONBEDS I I �:8 'i REINFORCING \. ��x MATCH ANGLE LENGTH. . . 41 L5 x 5 x 3/8 x REQUIRED. Q ----I d • •, • - - SEE SCHEDULE FOR 0 co a • 1 , . • b a" • • - . ORCING. PROVIDE 0:8 0 - --------- SEE PLAN FFENER A 1 4• WEB sn f.. �� •. • • a 1'-0" 2'-0" x 2'-0" 6 o:a -BCOMPACTED 0.� 1 BAR. r W SUMP PIT CRUSHED ROCK i r i� r , �� • • LOCATE TRANSVERSE " 1 • REINFORCING EACH SIDE • • � /4 x 18" DOWEL •' (3) N4 EACH WAY dQ,� VERIFY SUMP PIT • • �_ OF EMBED. SM v . : AT 12' O.C. 8• d• REQUIREMENTS WITH MECH, • • • • • • . , io DRAWINGS AND LOCAL CODE EXTEND REINFORCING AND REQUIREMENTS r PROVIDE STANDARD HOOK •NOME 04 • PANEL THICKNESS AS SHOWN. PRQEICTNA�E SEE FOUNDATION PLAN h �� d•B 1$ PLUS 2" I1'-0' MINIMUM FOR FOOTING Sii AND 1 VERIFY NTH REINFORCING LOCATION OF ELEVATOR PIT CL 6 COLUMN DETAIL 7 PIER AT ELEVATOR PIT 8 ELEVATOR PIT 9 PANEL HOLDOWN ANCHORAGE Z 2, 521-08A.dwq 1 . 1 -0 2 S21-07.dwq t - 1 -0 2• 521-08.dwq 3 4 ••77 0 2 521-0q.dwq 3/4 . 1 -0 OJ 1% 0 � STOREFRONT DOORWAY. O SEE ARCHITECTURAL I I II II !� TILT WALL SHEAR TILT PANEL PANEL PER PLAN BEYOND ERBPLAN AND REINFORCING -STOREFRONT/CURTAIN WALL. C �`� I, SEE ARCHITECTURAL SIDEWALK 2'-0' SEE SHEET (S7.2) iI �'I PER ARCH. FOR PANEL CONNECTION ('i !�I EO'D IM REQUIREMENTS- !+ 8 -� iBOIL. j Irl SEE S2•I FOR ADDITIONAL ,.� T E XY DOWEL IN MATCH CENTER CONNECTION IN • EINFIN. INFORMATION NOT SHOWN . r • EMBED 4' MIN. r111�T 11/L/ SLAB AND REINFORCING PER PLAN PANEL. OR PROVIDE AT _ _ ' EQUAL SPACES WHERE ! � 2'-0' MORE ARE REQUIRED. (p I ! FOOTING PER PLAN /4 EPDXY DOWEL TO FOOTING PER I• I 1'-0" PLAN. TYPICAL EO'D� SEE SHEET (57.2) i¢ IY( MATCH TYPICAL REINF. - r I�III EMBED 5' MIN. REINFORCING DOWEL TO MATCH I 2'-0" II NOT SHOWN REINFORCING ' l CONCRETE SLAB AND I� H DOWELS 8' EMBED 4" MIN. SEE (2 S2.1 OR AS OCCURS ADDITIONAL INFORMATION '"=0114 �' • ' i •• ' • i i W ' -- • I . 1- WIDEN FOOTING AS 8' MIN FOOTING AND REINFORCINGzzz= L-- - Iltl I I • • r %a �Id O� • '• •' ADDITIONAL PROVIDE PER PLAN -- 1• 8.a. B:a. I'' , •. i . LONGITUDINAL AT L- 3 I' --L4" X X 318' X 2'-0- . • , . •.. i �. 12" O.C. TOP AND • f/8" X 3' X 2'.-0" PLATE ti WITH (4) 3/4 DIA. % 8' • e ' 1 •. i ,.. BOTTOM • • • • • I NELSON STUDS AT 1. O.C. ,. • - 3/4' X 15' X 2'-0" PLATE ip EDGE OF FOOTING . I _ ILS,PERMIT 12-2?-2008 WITH (8 3/4' DIA. X 6" NELSON I DATE: 10.12-08 STUDS612 ROWS AT 7" O.C.) � 1 4 r • •� • � •, . • . + BEYOND • • • ► • • b �1 C!IE?CK TN 00 S •". �� .l• 6.6 66 SOL 8:1�. B 64 r caouT I oRAwner. ARM Win PROJECT: 20007 10 PANEL CONNECTION 11 SHEAR WALL AT ELEVATIOR PIT 12 RECESSED ENTRY FOOTING 13 ENTRY FOOTING RECEIVED S21-,o.dwq , • , -0 2 S21-11.dwq 4 1 -0 2 S21-12.dwq , • , -0 521-13.dwq 1 - , -o DEC 2 2 1006 S2. la Consbucom-()R DM � 2 MS M4 � 6 _ arnw•rxauw•Mr.R•. T'Yd"q' - 1 9r',+e».w•�+vr+wam�s+^,gtn.,.l ;.y.. ..ti,� .. _ .. .p'�•a , 1 11 I :i r IIITr T ;'TTI I�I�I�I r , No.86 � IN 1 111 IN W , x ...._-.........+....«.._+w+.b•wr,••.rw...rwrar+�..a ....:.:a..,.......... .-... ..Y.•+«a.e...r......v...,. .,...r+. "fir�w-:,w...n:w.+�.,i.w[.rrr,..:w.e,wrw.�r.uMMs144. ,aur...w•rr+......w.+.n..w'a•^..nrra.Y7�il�YlfYiIN1M:6F. .._.;:..y�awa,a:r.,:ra.rRry ...�lf.s..s-+w+w4'i _:.•4+.. .. _.sJ/.L:ae. .. arm,' � ,�„rM•..^-.ra0-,�u'•:•�n wr.. ...-,.» .. - :-.1"ws.Y��► .....+m•,�ra..w+•,►v....O...+. .. .,. •• .+.•• ,,,r��rr.. -V t A..ar""•�rld Y•..s".t.. �. _ -- r I' ti:1 rr t ri,r 1 r� VERIFY _/4a '�' r ��`• ,� � J CAN PER ARCH 4ODS162-43 STUD:, WITH I (4 0.145" DIA. 400T150-43 TRACKS. POVOER ACTUATED PROVIDE MINIMUM (2) FASTENERS -� (2) /4 HORIZONTAL IN SONO 2 !! \ 010 SCREW TO EACH STUD BEAM AT TOP AND 48' O.C. �- /5 VERTICAL A f 32' O.C. CENTER IN CELL - BRACE STUDS TO HSS 6x6x1/4 COLUMN AT MID-HEIGHT 6" CMU BLOCK. SOLID GROUT. ` AND TOP CENTER ON FOUTING 1 /S VERTICAL AT 32' 0 C. LAP 3'-6' CONCRETE WALL Q �---BRICK VENNER. MINIMUM. ALTERNATE BEND AT FOOTING PANELS ANCHOR PER DETAIL 400S162-43 STUDS Di /4 DOWEL x 6' 1 AT 12' O.C. � AT 32' O.C. � � �I j 3/4' PLATE WITH _ N7 (4) 3/1' DIA. A.B. 7 LINE 0 PAN ' •\ EMBED 12' MINIMUM. I I ` I I BE ON TI ' / 1't NON-SHRINK GROUT III_I .. •. ]I ' • PANEL HOLDOWN n /4 PROVIDE x SEE PETALC_J�l tt r. AT 12' O.C. PLAN FOR i -- AT PANEL H WN LOCATIONS ---------- , 11 'f � • AS SHOWN y - (3) /3 TIAs 1121 SWSabam (3) /4 CONTINUOUS PROVIDE TYPICAL TIES NOT REQ'D 1� PANEL JOINT 5'-0' an. HOOK ON 50% 10'--0' AT LOCATIONS WHERE PordamAOR97205 • (4) /4 VERT. WITH = • OF REINF. AT ENDS PANEL HOLDOWN IS STANDARD HOOK LpOJE NOT PRESENT TAL 501221.1121 • (4) /4 EACH KAY I AT OPZNiNG OR DISCONTINUOUS Fax 50)M.2077 b HF EIS, PROVIDE (2) I FULL NQIF: 2'-0" �# HEIGHT IN EACH OF FIRST PROVIDE TYPICAL LAP In FOOTING AND TWO CELLS, DO NOT hNCHOR SPLICES AT C.rNTER OF REINFORCING PFR PLAN GATES TO WALL. PANEL AS REQUIRED L 3'-s' � w r 1 FOOTING AT EXTERIOR COLUMN t'2-'*N TRASH ENCLOSURE 3 TIES AT BASE CONNECTION 5 2-Ol.dwq 1 1 -0 t^2• S22-02.dwg 1 1 - 2r S22-03.dwq 1/8" 1'-0' 2. CANTILEVERED RETAINING WALL SCHEDULE .c0 SOIL WALL FOOTING FOOTING FENG !INEERS N I N G K�T�l�.. A' BARS e' BARS HEIGHT 'H' )HICK. 'T' DEPTH 'D' WIDTH 'W s 4'-0' 6" 10" 2'-0" /4 AT 24" O.C. EXTEND 'A' BARS 3933 SW Nally Avenue _.• Pordard '• O'egefl 97239 6'-0" 6' 12' 2.'-6' /4 Ar 12' O.C. EXTEND 'A' BARS W3.222.A*3 d.rk(QvlmkxWn T• WATERPROOF 8•_0- B' 12' 3'-0" r5 AT 15" O.C. ply AT 15` O.C. S03.A&9263 www.vlmktom' �---{ MEMBRANE AT I I BACK OF WALL (2) /4 AT TOP OF WALL FREE DRAINING C01/�TAN7S GRANULAR 1.) BACKFILL BEHIND WALL TO BE LEVEL EXTENDING A DISTANCE NOT LESS 'B' BARS- BACKFNl THAN THE HEIGHT OF THE WALL. IF SLOPE OCCURS DIRECTLY BEHIND WALL k2' - -�� CONTACT ENGINEER FOR ADDITIONAL WALL AND FOOTING REOUIREMENTS. j: 'A' BARS, LAP 3'-6' MINIMUM 2•) SLAB AT FRONT OF WALL IS REQUIRED FOR WALLS HIGHER 'HAM 4'-0". /\ WHERE SlAS IS NOT PRESENT, PROVIDE CONTINUOUS KEYWAY. opt /4 AT 12" U.C. HOR17JNTAL ; 3.) DO NOT BACKFILL UNTIL SLAB IS COMPLETE. 3. DESIGN BASED ON 35 PSF LATERA A. PRESSURE, 3,000 PSF ALLOWABLE SOIL AI wdct{a CONCRETE SLAB AS OCCURS ? ) BEARING, 300 PSF PASSIVE PRESSURE AND 0.35 FRICTION COEFFICIENT NOT REQUIRED FOR WALLS EllgiFllBfx' 4'-0" AND LESS 6 ' KEYWAY � •�• OUNDATION DRAIN ' WRAP WITH FILTER RETAINED SOIL KEY �� FABRIC HEIGHT 'H' DEPTH 'K' •C' BARS 44I'------ S 4'_0' N/A N/A �-'C' BARS OYMArR ' /4 AT 12" O.C. y ' .4%'• LONGITUDINAL 6'-0" 8' N/A / 8•_0• 14' N/A tuY CLR .w e•I a- J t.1 � g t4*N RETAINING WALL .�.� it 0 2 S22-04.dwq 1/2 - 1 - ILI Lu 81 Q C� ao Z � W Q � 1 0 PST NAAE z O � Q O � � Q BEAM PER PLAN Q BEAM PER PLAN CONCRETE SLAB AND U. METAL DECK PER PLAN CONCRETE SLAB AND 1/2' DIA DRILLED C METALDECK PER PLAN ANCHOREMBED 48 D MINIMUM METAL ECKLPERAP AN —Y AT SIMILAR CONDITION -- -- - -4-------- --- FLARE BRACE TO .:' -�-----'-- ------�-- MISS BEAR! AND EXTEND „' ----------------•------- --------- A1F�T11/LL TO FLOOR DECK ABOVE 45' MAXIMUM ANGLE \ UNISTRU'. P150 OR 45' MAXIMUM ANGLE--,,,,, SIM!L�k (DEPENDING ON ANGLE). TOP AND BOTTOM I _ r L P1000 UNISTRUT BRACE ' I UNISTRUT P1546 OR ROD STIFFENER WITH P1000 ; SIMILAR (DEPENDING �! " UNISTRUT AND P2485ANGLE). TOP AND BOTTOM ' CRADLE CLIPS AT 10' O.C. ROD STIFFENER WITH I I PI000 UNISTRUT AND P2465 CRADLE �-- 1 CUPS AT 1W O.C. MAX PIOQO UNISTRUT BRACE �.�HANGER BRACKET AND �� 12-22-NO ROD SUPPORT BY OTHERS P1000 UNISTRUT TIE DTE, 10.12.06 RODS TO BE MINIMUM 3/8- ------------------- _ --------------------- TRANSVERSE BRACE PER 12 -- DIA. A36 ALL-THREAD. \ PROVIDE AT FRONT AND — TN HANGER BRACKET AND BAP( OF STACK (2 TOTAL (—C ROD SUPPORT BY OTHERS. -- -- - - - - - -- --- - EACH STACK) RODS TO BE MINIMUM 3/8' 13 13 I DRAWNBY.' - AFtA4 I •, 2' NOIES, 1. PROVIDEDIA. A36 ALL-THREAD. SIM M DE TRANSVERSE 9RACES PROdEI;Jr, 20W,7 AT 6'-0' O.C. MAX. EYP. STACKED PANELS 2. DO NOT USE 'SL' TYPE UNISTRUT 1. BRACE EACH PARTITION STACK NOTES, 1. PROVIDE LONGITUDINAL BRACES AT EACH END OF EACH PARTITION WALL 2. DO NOT USE 'SL' TYPE UNISTRUT 2. 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JOIST DESIGN TO INCLUDE THE FOLLOWING ADDITIONAL CONCENTRATED CONCRETE TILT WALL. PANEL. S -- 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS Lu LOADS AT TOP AND BUTTON CHORD FOR SPRINKLER MAINS AND 11 14 WITH ARCHITECTURAL. DRAWINGS. 35.3K 21.0K 21.6K MECHANICAL LOADS: --- - LEDGER AN ',LE PER Di AILS S4.1 AND 54.1 1 T •600 POUNDS LOCATED AT ANI POINT ON THE TOP CHORD 2. DESIGN LOADS: r ` •300 POUNDS LOCATED AT AN PANEL POINT ON THE BOTTOM CHORD ■ TUBE STEEL COLUMN PER FOUNDATION PLAN DEAD - 60 PSF ® 2. ADDITIONAL. POINT LOADS INDICATED ON PLAN MUST BE ACCOUNTED �'C7 CPAN OF METAL DECK PER FLUOR FRAMING NOTES LIVE - 50 PSF (PSF OFFICE) (EXIT CORRIDORS) (PARTITIONS) FOR IN JOIST DESIGN. LIMIT JOIST DEFLECTION TO SMALLER OF I-1/360. TL/240 [X] NUMBER OF COMPOSITE SHEAR STUDS REQUIRED LIMIT GIRDER DEFLECTION TO Tl/240 L- 3. JOIST BEARING DEPTHS TO BE ,� UNLESS NOTED OTHER1rISE. USE 3/4" DIA x 4 1/2" NELSON STUDS SPACED EVENLY ALONG LENGTH OF BEAM ( 3. TOP OF FLOOR ELEVATION -, 14'-6". COORDINA'E TOP OF STEEL 4. AXIAL LOAD IN TOP CHORD OF JOIST IS 6.0 KIPS AS CALCULATED C-1" REQUIRED BEAM CAMBER ELEVATION WITII SLAB THICKNESS AND JOIST/GIRDER SEAT HEIGHTS. I BY SECTION 1620 OF THE 2003 I.B.C. ALLOWABLE STRESS DESIGN. _-_- AXIAL LOADS TO BE TRANSFERRED THROUGH BEARING SEATS, UNLESS 4. METAL FLOOR DECK TO BF. 20 GAGE ASC TYPE '3Wf FORMLOK. I NOTED OTHERWISE. (X'-X") TOP OF BEAM ELEVATION BELOW TOP OF STEEL LAYUP TO BE 'WO SPAN MINIMUM FOR UNSHORED CONSTRUCTION. ADDITIONAL POINT LOAD ON JOIST OR GIRDER WELD DECK WITH 1/2" CIAMETER PUDDLE WELDS AT EACH LOW (------ - LOAD APPLIED TO TOP CHORD. U.O.N. CORRUGATION ALONG EACH SUPPORT. WF-LD TO MARGINAL I (-) INDICATES UPLIFT LOAD MEMBERS AT 24" OIC BUTTON PUNCH SIDELAPS AT 24" O.C. TOTAL THICKNESS OF METAL DECK AND SLAB TO BE 5 1/2". -- FLOOR GIRDER SIGN NOTES. ® PROVIDE DOUBLE ROW BOLTED BEAM CONNECTION PER 41 SLAB REINFORCEMENT TO BE /3 OARS AT 16" O.C. EACH WAY. L' SEE DETAIL ►OR PLACEMENT .AND CLEARANCE REQUIREMENTS. ADDITIONAL REINFORCING PER PLAN 6 IQ AEW -12-22-?008 1. GIRDER DESIGN TO INCLUDE THE FOLLOWING ADDITIONAL CONCENTRATED S4.?J LOADS AT TOP AND BOTTOM CHORD FOR SPRINKLER MAINS AND LINT .' 101-12-00_ MECHANICAL LOADS: 6. COORDINATE F.DGE OF SLAB DIMENSIONS WITH ARCHITECT. •3000 POUNDS LOCATED AT ANY POINT ON THE TOP CHORD SEE DETAIL FOR TYPICAL EDGE OF SLAB. •1000 POUNDS LOCATED AT ANY PAMEL-POINT ON' "'E BOTTOM CHORD S4.1 L�� TN 2. ADDITIONAL F'OINT LOADS INDICATED ON PLAN MUST BE ACCOUNTED 7. CHORD REINFORCING TC BE CONTINUOUS. STAGGER SPLICES AND I DRAWNBY.- ARM FOR IN GIRDER DESIGN. JOIST POINT LOADS INDICATED ON FLAN TO LAP 52 BAR DIAMETERS MINIMUM.BE ACCOUNTED FOR IN GIRDER DESIGN. 3. 8. CONTRACTOR TO VERIFY SIZE AND LOCATION OF OPENINGS IN GIRDER BEARING DEPTHS TO BE Z_l,(Z" UNLESS NOTED OTHERWISE. FLOOR. REINFORCE OPENINGS PFR DETAIL OR PROJECT.' 2054D7 4. AXIAL LOAD IN TOP CHORD OF GIRDER IS 6.0 KIND Aq CALCULATED BY SECTION 1620 OF THE 2003 I.B.C. ALLOWABLE STRESS DESIGN. / , C( r�Z• AXIAL LOADS TO BE TRANSFERRED THROUGH SEAP;NG SEATS, UNLESS NOTED OTHERWISE. AXIAL LOAD AT FACE OF WALL IS 0.0 KIPS. RECEIVIED O 1a 2 21006S3. 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I 4• a 54. o - ly - - - ; 4 R R 11 O - -_--- - ------ -- . ---- -- -- ---- ------ ------ ------ ----- - LAP 2'-6` --- - �. _ . .f E WHERE RE7p STAGGER LAPS I I i 4• TYP 4• TYP 1 1 I j PROJECT AMIE I I I I M Z � THIRD F1�00R FRAMING PLAN - BUILDING A O 751".1 -o �■ GIRDER LOAD DIAGRAMS FLOOR JOIST DESIGN NOTES: RIMING LEGEND; ELOOR FRAMING N S: MARK 1. JOIST DESIGN TO INCLUDE THE FOLLOWING ADDITIONAL CONCENTRATED CONCRETE TiLT WALL PANEL i• CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS LOt�S AT TOP AND BOTTOM CHORD FOR SPRINKLER MAINS AND MECHA;v-,.AL LOADS: --- - LEDGER ANGLE DER DETAILS 11 AND �4 WITH ARCHITECTURAL DRAWINGS. 54.1 54.1 g 35.3K 21.OK 21.6K •60f` UpUN05 LOCATED AT �1LPOINT ON THE TOP CHORD 2. DESIGN LOADS: •.3 u` )UNDS LOCATED AT ANY PANEL POINT ON THE BOTTOM CHORD • MBE STEEL COLUMN PER FOUNDATION PLAN DEAD - 60 PSF © 2. ADDITIONAL POINT LOADS INDICATED ON PLAN MUST BE ACCOUNTED dT7 SPAN OF METAL nECK PER FLOOR FRAMING NOTES LIVE - 50 PSF (OFFICE) + 20 PSF (PARTITIONS) fIM FOR IN JOIST DESIGN. •• 100 PSF (EXIT CORRIDORS) (X] NUMBER OF COMPOSITE. SHEAR STUDS REQUIRED LIMIT JOIST DEFLECTION TO SMALLER OF LL/360, TL/240 3. JOIST BEARING DEPTHS TO BE � UNLESS NOTED OTHERWISE. USE 3/4" DIA x 4 1/2" NELSON STUDS SPACED LIMIT GIRDER DEFLECTION TO TL/240 I EVENLY ALONG LENGTH OF BEAM 3. TOP OF FLOOR ELEVATION - 26'-q". COORDINA fE TOP OF STEEL I 4. AXIAL LOAD IN TOP CHORD OF JOIST IS 6.0 KIPS AS CALCULATrD BY SECTION 1620 OF THE 2003 I.B.C. ALLOWABLE STRESS DESIGN. C-1' REQUIRED BEAM CAN.dER ELEVATION WITH SLAB THICKNESS AND JOIST/GIRDER SEAT HEIGHTS_ I AXIAL LOADS TO BE TRANSFERRED THROUGH BEARING SEATS. UNLESS 4. METAL FLOOR PECK TO BE 20 DACE ASC TYPE '3W FORMLOK. NOTED OTHERWISE. (X'-X') TOP OF BEAM ELEVATION BELOW TOP OF STEEL LAYUP TO BE TWO SPAN MINIMUM FOR UNSHORED CONSTRUCTION. ADDITIONAL POINT LOAD ON JOIST OR GIRDER WELD DECK WITH 1/2" DIAMETER PUDDLE WELDS AT EACH LOW LOAD APPLICID TO TOP CHORD. U.O.N. CORRUGATION ALONG EACH SUPPORT. WELD TO MARGINAL (-) INDICAiES UPLIFT LOAD MEMBERS AT 24" O.C. BUTTON PUNCH SIDELAPS AT 24" O.C. I FLOOR GIRDER DESS IGN NOTES' ® PROVIDE DOUBLE ROW BOLTED BEAM CONNECTION PER 54.1 SLLABTOTALTHICKNESS OF RF_INFO REINFORCEMENT TOTAL DECK AND BE /3 BARS AT16- 0 C. EACH TO BE 5 WAY. L� SEE DETAIL B FOR PLACEMENT AND CLEARANCE REQUIREMENTS. - --- 1• GIRDER DESIGN TO INCLUDE THE FOLLOWING ADDITIONAL CONCENTRATED --- ADDITIONAL REINFORCING PER PLAN •/� TRUn. i2-�� LOADS AT TOP AND BOTTOM CHORD FOR SPRINKLER MAINS AND DATE; 10.12• 00 MECHANICAL LOADS: S. COORDINATE EDGE OF SLAB DIMENSIONS WITH AR%,iITECT. L------ •3000 POUNDS LOCATED AT ANY POINT ON THE TOP CHORD SEE DETAILeFOR TYPICAL EDGE OF SLAB. •1000 POUNDS LOCATED AT AN.y_pANEL POINT ON THE BOTTOM CHORD 54.1 L 06CK TN 2. ADDITIONAL POINT LOADS INDICATED ON PLAN MUST BE ACCOUNTED 7. CHORD REINFORCING TO BE CONTINUOUS. STAGGER SPLICES AND LIRAWN91- - ARM FOR IN GIRDER DESIGN. JOIST POINT LOADS INDICATED ON PLAN TO LAP 52 BAR D!AMETERS MINIMUM. BE ACCOUNTED FOR IN GIRDER DESIGN. 6. CONTRACTOR TO VERIFY SIZE AND LOCATION OF OPENINGS IN 3. ORDER BEARING DEPTHS TO BE 7 1/1" UNLESS NOTED OTHERWISE. FLOOR. REINFORCE OPENINGS PER DETAIL OR d PROJECT r 206127 4. AXIAL LOAD IN TOP CHORD OF ORDER IS 6.0 KIPS AS CALCULATED S4.1 S4.1 BY SECTION 1620 OF THE 2003 I.B.C. ALLOWABLE STRESS DESIGN. l �� AXIAL LOADS TO BE TRANSFERRED THROUGH BEARING SEATS, UNLESS 7 NOTED OTHERWISE. AXIAL LOAD AT FACE OF WALL IS 0.0 KIPS. REC�'IVED DEC 2 2 200 S3. 2a 6 Opal 0 ! worwag 3 ►NOR 1 -wi�lipe'+»a py, .. ,,.x.. , ,.,, _.;..r- •' s4t ✓ "',. .:+�r eye ,,.tv ..�..,.•,t; .7.. i a v>:4AMr�.aevs. .. a..r., r re...,M.:..,sea Y`q,�Y !!1 y,.. r -+•4r - .__ .. .., ._ _ -- •nwTlApRwu ... - ' ' �� _ ..\• .,:'ib •. .«..__l,.�t�'i 'P'... +'iND�",M.IM,tS r, .. .�. low 4 . 1141111111111 Jill I1111111' iih�l�l 11iir11llllllll - JY 11 1 2 ( 1 IN Ill IN 10 ' �� .-_ � �I uiluullu�luw��lu u iilu lul ullul uibui iuiTuu I , , t t 'j 111111- �0 / J 10 COLUMN OR BEAM PER PLAN AX MAX 1/Y PLATE _ 1/2" PLATE ' M -SEE SCHEDULE FOR 3' 1 1/2' O O '--RADIUS RADIUS--/A ' PLATE SIZE, WELD i `� O i TYPICAL TYPICAL - - - c� SIZE AND NUMBER o OF BOLTS W -0-1/4- WEB STIFFENER 2' O O ® �' 3' 3' " 9' -- -- O � O O O ' O ' EMBED 'A' EMBEC 'e' _ ' _ 1 -CONNECTION PER 1 1/2. - - 1/2' 1/2' O O CTYYPICALTION PER S4.1 O PER 54.1 _,/b0 NOI RETURN \ - W 1/ \TOP k BOTTOM - - -- 2 1/2' 1 1�2' .- BEAM PER PLAN BEAM PER PLAN -- TYPICAL TYPICAL 3/4' PLATE^ 3/4' PLATE COLUMN OR BEAM TYPE i _ --.I`)EE 2 - _..TYPE 3 PER PLAN 1 112, �� N.T.S. N.T.S. N.T.S l A r-- v �► NOTES, �- KNIFE P o, iS, BOL'S WAY COId1iEC" E WJE RM 1.) ALL WELDS EACH SIDE MATH E70XX ELECTRODES --- AND WEER PER 2.) USE TYPE 1 CONNECTIONS FOR BEAMS 10- , SEE SCHEDULE FOR \ ,"� USE FOR 1 u BEAM PLATE WELD NUMBER AND DEEPER. TYPE 2 FOR 8' AND TYPE 3 FOR ' PLATE AND WELD 1/2' 1/2 SMALLER BEAM , n SIZE THI(2cNESS SIZE OF BOLTS 7' AND SMALLER. T N SIZE. PROVIDE - MAX � U.O.N. w36 1/2` 1/4' (10) 1- DIA 3.) SNORT SLOTTED HOLES ARE PERMITTED UNLESS ' I BOLTS 1 � MAX. OTHERWISE NOTED, PROVIDE HARDENED WASHER. • 1 2- 1 2 5" S' W33 1/2' 1/4' (9) 1' DIA n PER SCH ll - n O -RADIUS 4.) ALL BOLTS TO BE A325N, U.O.N. t� W30 1/2' �_ 1/4' (8) 1- DIA - TYPICAL s M127 - 1 1/1' - (7) 1• �� 5.) PROVIDE FIE'0 WELD Ai EMBEDS OR OTHER / • O / • WEB .. • • �!- 1121 S07SdJIMrnM /2' _ CONDITIONS VMERE CONSTRUCTION REQUIRES 1/2' : -' 1 4 WEB- , 4 EMBED 'C' EMBED 'D' W24 1 1/1' (6) 1' DIA -- --- -- > STIFFENER Q STIFFENER • • 1*100 _/2 _ 6.) WASHERS ARE NOT REQUIRED EXCEPT WITH 1/2- - A - SEE S/S4.2) FOR PordevA AR 97201 �. W21 - 1/2' -Tt/4' (5) 1" DIA SLOTTED HOLES O11 SUP CRITICAL (SC) �0 NOT RETIJRN 2 1/2' 3- r Q • • �llBFQLA4TES_ CONNECTIONS TOP & BOTTOM • • W12 AND SMALLER BEAMS 1. ALL EMBEDS A36 SIE, THICKNESS AS NOTED ALIGN CENTER OF ALL Td.303.?11.1121 w18 _ 3/8' 1/4- (5) 3/4' DIA 2 1/2• 3• 1 1/2` - EMBED PLATES WITS' CENTER OF CONNECTION BRACKETS U.O.N.. AL 503,221,2071 4 W16 3/8- 1/4' (4) 3/4' DIA CONNECTION PER I 2.) ALL !-TUDS SHOWRI TO BE 3/4.4 X 8' AT 8" THICK PVJELS, U.O.N. - - - TYPE 1 TYPE 2 TYPICAL S4.1 RADIUS - PROVIDE DBL. ROW W14 �t/4' _ 1/4' (3) 3/4' DIA N.T.S. N.T.S. TYPICAL BOLTED ONN. PER Al. STUDS SHOWN TO BE 3/4"0 X 4' AT 8' THICK PANELS, U.O.N. VA OR Cit 1/4' /4' _ (3) 3/4' OIA BEAM PER PLAN DETAIL 3.) TYPICAL EMBEDS SHOWN. OTHER TYPE EMBEDS MAY BE REQUIRED. A VA OR CIO 1/4' - =1/4' (2) 3/4" DIA ` TYPICAL W BEAMS 1/2' WHEN 1 SEE DETAILS. SEE 1 FOR SCHEOLILE AND ADDTIONAL INFORMATION PER PLAN. W8 OR CO 1/4" 1/4' - (2) 3/4" DIA 4.1 SIZES VARY MAX. INDICATED ON 4.) TYPICAL REINFORCEMENT: PROVIDE (1) /4 X 4'-0" HORIZ. AT EACH W8 OR C8 1/1' 3/16" (2) 5/8" DIA THE PLAN ROW OF STUDS. W5 011 C3 1/4' 3/16• (2) 5/8" DIA C 5.) ALL STUDS TO BE NELSON STUD AND INSTALLER BY FUSION WELD. IN ACCORDANCE WITH MANUF. i 1 BEAM C0,04NECnION SCHEDULE 2 BEAM CONNECTION 3 TYPICAL BEAM CONNECTIONS 4 TYPICAL EMBED PLATES 4. S2 .dwq 1 _ 4 .1 1.dwq 1 • 1 - 4. - 2 .dwq , • 1'-0" 4. S201.o,.q 1 -'1 -0 CONSULTING ENG I N E E R S 3933 SW K•11y Avnu• Portland • Oregon 97239 507..222.4453 vlmk®vlmkc0m SO32N.9263 vvww.vink.Cum (OWNER OPTION) _,-_�� PROVIDE SAWCUT COAMATANTS 40, 403 OR 32" TYPICAL ADJACENT r ABOVE JOISTS AT WHICHEVER IS 1 TO CUT WEBS ALLOW REIN ORCEMEIS LARGER - SEE 1 02' 1 1/2' Tu SAG 3ETWEEN JOISTS COLUMN UNE /3 SEE ARCH NOTE MIN 12' MAX PER PLAN SLAB AND METAL DECK.- PROVIDE CONTINUOUS _- �-- _�-� PER PLAN SUPPORT TO ALLOW ' BEAM BELOW FOO CLEARANCEOPUS] 3/4' CLR -"- 1.) REINFORCE :w0viNGS WITH 11 1/2x1 1/2x1/4 CLOSURE PLATE • • - r- AS SHOWN. ANGLES SHALL BE PLACED ON a TOP OF DECK AND MUST EXTEND ACROSS --� PER METAL DECK � r ' - --------�------ , , -- AT CENTER OF EACH • �� MANUFACTURER (3) WEBS PAST OPENINGS. 1/8 1 UPPER FLUTE BEYOND •�'_'.--- -- ------�---- -----�--- Er gjnRlera,Inc OPENING, TYPICAL 2.) HOLES LESS THAN 6- IN DIAMETER AND - SLAB ON METAL DECK _- CUTTING NO MORE THAN (1) WEB REQUIRE _ Y -_i PER PLAN NO REINFORCEMENT. BEAM PERP :Z . BEAM PER PLAN- WHERENOCCURSD _� 3.) IF DIMENSIONS BETWEEN OPENINGS ARE LESS 4_ 4 REBArR 1 1 rw =� THAN THE MINIMUM DIMEN90N NOTED, THE ADJA NT - ed OWNER 1 ' ' $ OPENING GROUP SHALL, BE CONSIDERED AS TC EAC9 H ---- -- =T A SINGLE HOLE AND REINFORCED�\ CUT WEB 1 8�/2= - Lu AS FOR A LARGER OPENING. SEE t--1. _ _ k� PERPENDICULAR TO BEAM 0T JOISTS 4.) PRIOR TO CONCRETE POUR, SMALL OPENINGS - - _ (OWNER OPTION) SHOULD BF dLOG+(ED OUT AND DECKING LEFT x _- ' ' _ INTACT, AFTER CONCRETE HAS CURED, SEE ARCH PROVIDE 3/4' DEEP , BLOCKO`JT CAN BE REMOVED AND DECKING -�,-. 12' MAX PER PLAN SAWCUT PER PLAN $i 4- 1 5 IN THE AREA OF THE HOLE REMOVED. BEAM BELOWCO! �. . _ g -_ - - OR AT DIRECTION N LINES 5.) MAXIMUM HOLE MAY BE CUT NO MORE THAN: EACH DIRECTION 18' FOR TYPE 'B FORMLOK' HSSt 1/2x3xt/8 PLACED ON TOP CLOSURE PLATE • � TYPICAL -✓ 24' FOR TYPE 'Wl2 OR W3 iCRiMLOK' OF DECK PER METAL DECK ' -- - FOR LARGER OPENINGS, CONTACT ENGINEER MANUFACTURER FOR HEADER BEAM REWREMENTS t 1.) IF THE OPENING OR GROUP OF OPENINGS OCCURS IN ONE DECKING UkT, THE OPENING SLAB ON METAL DECK OR OPENING GROUP MAY BE CUT PRIOR TO POURING OF CONCRETE. PER PLAN Z A DECK PROFILE BEAM PERP a 2.) IF, AS SHOWN IN THE DETAIL ABOVE, THE OPENING OR OPENING GROUP CUTS THROUGH ' ' f31,AM BELOW, TYPICAL TWO DECKING UNITS, THE DECKING SHALL NOT BE CUT UNTIL CONCRETE HAS BEEN PLACED AND CURED. O C� m L 18" 40 OR 32' 3.) AT THE TIME OF POURING, SUITABLE SLEEVES OR BULKHEADS SHALL BE PLACED COLUMN BEYOND -+i MAXIMUM WF!ICHEVER IS LARGER AROUND THE OPENING. PARALLEL TO BEAM WHERE OCCURS SEE NOTE /3 4.) ADD REBAR AT CORNERS OF OPENING, i�y o 5.) WHEN THE MAAMUM DIMENSION OF AN OPENING OR OPENING GROUP EXCEEDS 24", AT GIRDER CONTACT ENGINEER FOR HEADER BEAM REQUIREMENTS. ri ca aRQIECT NAME 5 REINFORCING AT ROUND FLOOR OPENINGS 6 REINFORCING AT SQUARE FLOOR OPENINGS 7 TYPICAL SLAB EDGE 8 TYPICAL FLOOR DECK AND SLAB 4. S 1 .dwq 1 • 1-O A S213.dwg 1/2- . , -0 4 S21o.dwq 1I 4 S211.dwq !I- L Z c �L 00 n - Lu -COLUMN PER PLAN , COLUMN PER PLAN, FACING GIRDER 0 FACING JOIST NOT NOT SHOWN FOR CLARITY J 3 TYPICAL SHOWN FOR CLARITY TYPICAL J ,8 le 1 L3x3x3/16 x COLUMN WIDTH WHERE C 3 CONCRETE SLAB PER PLAN REO'D FOR DECK SUPPORT, TYPICAL ORDER TO SEAT 1 4 4 ; ; JOIST TO SEAT 1 4 - CONCRETE SLAB PER PLAN ---- 1 ---------------------- ' ------- -------------------- ------------- --- ----------- - -- ------ - - ---------- -- L3x3x3/16 x COLUMN WIDTH , 1 1/2- TYP WHERE REO'D FOR DECK SUPPORT 81RI1/1LaS \ -------------- j- ERECTION BOLTS AS REQUIRED 1 1/2' TYP -- -- -- \ ' ' ERECTION BOLTS ' �- \ BEARING E MRICa.UMNTIMDTH x TYPICA AS REQUIRED w \ I 1/4✓ / ' I �- STIFFENER PLATE - f ' BEARING PLATE ' , 1/2' x 8' x 0'-9' I - 3/4" x 8" x COLUMN WIDTH i TYPICAL I 1 4 BACKING PLATE 1/2" x COLUMN WIDTH WIDE FLANGE DOST JOIST STIFFENER PLATE--x---- ; BACKING PLATE 1/2" x COLUMN TYPICAL MINUS 1' - PER PLAN. SE PER PLAN 3/4- x 6" x 1'-0" , , NOTH MINUS 1' 1 4 JOIST- GIRDER PFR PLAN PER PLAN I GIRDER PER PLAN- mm. JOIST PER PLAN 0 NOT WELD BOTTOM CHORD ' -- --STABILIZER PLATE L- AT SIMILAR CONDITION TO STABI IZER PLATE ' \ PERA/TT 12-22-2= JOIST AND GIRDER MFR TO INSURE / / �- -• MOE FLANGE ORDER OCCURS � GIRDER BOTTOM CH BETWEEN THAT JOIST AXIAL LOAD CAN BE AT SIMILAR CONDITION TRANSFERRF-D THROUGH ORDER MADE FLANGE GIRDER OCCURS --__-_ , , I DA TE. 10-12.08 TOP CHORD. SUPPLY KNIFE PLATE AS REQUIRED. , , GIRDER PER PLAN JOTS i PER PLAN ��_ TN TYPICAL TYPICAL 1 4 __\�` _ _ LDRAWIV6Y. -__A/LM 4 PRO"T- 205407 9 JOIST AT GIRDER 1 JOISTS AT FLOOR 11 GIRDERS AT COLUMN 12 JOISTS AT COLUMN q� °f 7(- 4. . S31-09.dwq 1 - 1 -0 4 S222.dwo 1 ,-0 4 S252.dwq 1 • I -0 4 S253.dwq I 1 0 RECEIVED 4la DEC 22 ?U oo�a Nc � oa + 2 M 8 4 8 `� 4ww•s�u.Ar,r.•.. �„_... . +My^it'".rt+v�Ifw,�ptS�F'r!eVwroR,1Y`rt;•.e';!v.rr�le,r a, 'KM1!C •* r+t\r. Jft11+9�X 'F,'' p�' '�'IpMM#'M'��• vwr..+ax _ wK,+ C , »,qwr -aro» ., ,.. ,y�,^'�N"v,?�'.:",1',.i,� .. �I. �nrr+vw.rnasucroR�.so, .. . f ,' �1 , .,,..nar.�..w...r,.,au.,...,... • :...,.�e.,..r.r,../�e�.s - •�;. .n.etJ...,r, . -2u'F•_-.•, �..,�e�.•�; iC.�. . , ■ _ 1 1 �1TT ��1i�r 1Ti�1 i%rill , �r • 1 TCI[TTJTJ'111111P�j �' I �� , ' ( � .._. w r�-�°I' •, � �,r �r��. tl,r 1 ITIT lll llll�lllWlll�W W �llu I W�1W�111�l1 Till • i 1 i f i .... .._....,-,..sr.�..++,...,<a_..a....,....wwww.ta.wos...w.,,.., ..yraer�....rrw.....,,...:,.iue.+�.e.,.�.,..r..w.r,,.......-....,..... `:rrw.. .rr.r,..r..,w.•.rrw..w,an,.urr...+r.�r».,.- ' .r-...,wrwwM,«.w,,. .••�.w.-.,.s•...,... ,L'...+w.'+s 'Iti'f-•rwrr+�. .....-v..a�osw.. ._�, ..•r.,,r� .....-n•..-.,n,...+w.....w:arrr�.w. �r•r.,..,�..�.�.+.rwue.:......,._.. ... .»n.�,.....,.-.,..wwau..r..,nu.., ,.+r.,e =,. '._. •vwr.w.�+r..w.rw..•.nwvsa..-...._,..._:..... .wr:wr..- p.., Y 'su.,was.ern+.ww...m+•.+w+�r,.�M�,r►.nr�,u.riOl.a.wr•...�,yo+..vaw«arm•..wan..a•.n..ya, rMl ..___ :.. . ..r.... _r..;r... - :. 'i 9 Ay c�S i1. 1 USE WT5xI I FOR W16SEE PLAN FOR BEAM M O z<L ` a :r� �. AND SMALLER BEAMS ELEVATIONS. PROVIDE SLOTTED BEARING PLATEG0 USE WT506.5 FOR W118 SUPPURT ANGLES FOR vi AND LARGER BEAMS. ; DECK AS REQ'D SEE WIDTH AND THICKNESS TO ti ,w4•�� TRIM WT TO MATCH COLUMN DETAIL MATCH BEAM FLANGES, r� � �a'• �4• �• u WIDTH WHERE REQUIRED i i 541 REAM TYPICAL PLAN 4- 1/2- MAX BEAM PER PLAN NOTCH PLATE A ��j 'CQCL �- _ TYPICAL REO'D LL ' BEAM PER PLAN — -- METAL DECK NOT SHOWN — 1/2- WEB STIFFENER � FOR CLARITY _ - TYPICAL „ O 1 '4' WEP �t1iv=ENER- � ® CONNECTION EACH SIDE PER O O (3) SIDES}-�--•�- I 1 �31_6 3 , 1 4 „ O S4� 3/4' BEARING PLATE x 1 ® p n TYPICAL COLUMN WIDTH +1' x REQ'D 11 © 3 16 WITH (2) 3/4' DIA A325 371-6 ® UOO TYPICAL 3 16 BOLTSZ_ O — 1/2' RADIUS/ ; BEAM PER PLAN BEAM PER PLAN 1 1 2- 1/2- ��l 1/2- �. 1 3/4- BEARING PLATE •+ SEE 51.1 TYPICAL ; ; WITH (2) 3/4' DIA A325 BOLTS EACH SIDE ' ell 1 FOR BEAMS W14 AND SEF. DETAIL FOR , LARGER, SEE e 54.1 COLUMN PER PLAN COLUMN PER PLAN n BOLTS AND ' ' COLUMN PER PLAN 54.1 SPACING 1 1121 SNS 1 NOT USED 2 FRAMING DETAIL 3 FRAMING DETAIL 4 FRAMING DETAIL 5 FRAMING DETAIL A*looVIt972oJ 4. S250.dwq 1 - 1 -G 4 52s1.drp 1 , - 4. 1.dwp 1 1 -0 526 .dwq 1 - 1 -0 4 . �. S2,c3 drp 1 . 1 -o Td 303.221.112! Pru.303.221.2077 a A � COLUMN PER PLAN. COLUMN PER PLAN. FACING JOIST NOT FACING GIRDER NOT SHOWN FOR CLARITY SHOWN FOR CLARITY GIRDER CONNECTION. JOIST CONNECTION. SEE 11 FOR SEE 1 FOR -----�.1 - ------------------' 54.1 ADDITIONAL INFORMATION ; ADDITIONAL INFORMATION ----------�------------ -- ----------------- ------------------------- ----- --•----------------- BEAM PER PLAN CONSUL I N G 1 ENG IN E S 1 1 N, i Op ' 1; O M� SIN • N wnw �a..e • pr oati o72� i (2) s/6- DIA 0 ( ' O II p!I A325 BOLTS ,50324&9263 www.Omktom �( ; SQ3.222.4453 vimlc�vlmkctxn O ERECTION BOLTS i 1' O �� SKEWED KNIFE PLATE. pllp�I AS REQUIRED 1 �' N EXTEND AS REQUIRED p 5/16 OON&XTANTS 1 0 / , ,l O \ \\ BEAM CONNECTION ' 0 1 BEAM CONNECTION PER 1 I; d1dp� \\ PER 1 54.1 '10 \ \\\ BEAMS PER PLAN I '^ \ BEVEL KN,iE PLATE V_SEE9FOR \\. �,., --BEVEL KNIFE PLATE n ADDITIONAL INFORMATI �'.�\ \\\\\\ NII jljll 0 ,gyp 3/4" BEARING 1 1 COLUMN PER PLAN 2 , II I fI PLATExEARI 1 4 a SEE FOR \ i i \\\\ N Eng11T6 m Inc 1 ADDITIONAL INFORMATION 1 1 \ ,I , i 1/2- PLATEx9'x9" pR✓ER PER PLAN COLUMN PER PLAN y 1 1 1 \ I;AI . --COLUMN PER PLAN 9I p �' �� TYPE 'C' EMBED 1 1 JOIST PER PLAN \\ a1�i,I �I hII� PER 4 e QN'11ER uj 6 GIRDER FRAMING DETAIL 7 JOIST FRAMING DETAIL 8 SKEWED BEARING AT TILT-UP WALL 9 SKEWED CONNECTION AT COLUMN 10 BEAM SUPPORT AT TILT-UP WALL V V 4• 1 _ 1 -0 4• , - 1 -0 --4 S42-OB.dwq 1 - , —0 4 S4 - .dwq 1 . I-0, 4 S42-1o.dwq 1 - 1 -0 J �o PANEL JOINT ( �.■ TYPICAL 1/4-P'-6 W � �yilO 1' uj BREAK LEDGER ANGLE AT ' ,w 64 TOP OF PLATE EQUALS 14 CONCRETE SLAB NOT 12 TYP PANEL JOINTS TYPICAL TOP OF SLAB SURFACE SHOWN FOR CLARITY 4. 1 4 2�PER PLAN ''p'c"� , 4 2 TYPICAL— TYPICAL a Ii: 11 1 4 4 1 '�� 4 TYPICAL 4 TYPICI L 1 4 3 1 h,. !I"' OF PANEL JOINT /M ' �i ] ] Typical NII" 6�wil 1 4 4 TYPICAL TYPE 'A' MEED 1 4 ; i, } ' �'i �' PROJECT AOM PER 4 1 TYPE '0' EMBED—� I;" 1 PER II •101110' 1 " `TYPICAL BEARING SEAT AND TYPE 'C' EMBED {,1 3/4" X 6 X 0-9 BEARING PLATE „ Ii y it � \ �STIFFENER EACH SIDE. PER Ilv TYPICAL / 1 PLATE 1/2- X 5- X 1'-2- 1 4 1 1 L 1 1 STEEL JOIST PER PLAN X11 ;I FRONT EDGE AND SIDE �! TYPICAL JOIST TYPICAL LEDGER JOIST AT PANEL JOINT LEDGER AT PANEL JOINT !!r ''' 1 1/4 4 EACH SEAT. �+ ERECTION BOLTS AS REC.:.'!RED Ili:; II; 1/2" X 6" X 6" STIFFENER � tw NOTE: WHERE WF BEAM IS USED, SEE DETAIL 13 EMBED PLATE PER DETAIL FOR WF CONNECTION. U.O.N. `Zy ��'' JOIST AT PANEL JOINT_ CONCRETE TILT PANEL PER PLIN Q TYPICAL � Q 11 FLOOR AT CONCRETE PANEL 12 FLOOR JOIST AT CONCRETE PANEL Q 4. S-J57-CONN 1 1 -0 � 542-12 1 - 1-0 cm V' III SEE 54,1 FOR CONCRETE SLAB, METAL DECK ! AND REINFORCING PER PLAN, TYPE ' EMBED GIRDER CONNECTION. BEAMS W10 OR SMALLER--N AT SU AR CONDITION 1 4 3 PER { USE TYP 'A' MBED I SLAB DOES NOT OCCUR I l L4x4x3/6 PER 4 .Ji 1 I � SLAR OCCURS ON ONLY AT SIMILAR CON:11nQb, BE 2 TO W16 i I TYPE 'A' EMBED - I • ONE SIDE OF WAIL. JOISTS OCCUR. a� EV USE TYPE 'B' EMBED. I PER 4 . SPACE l �/�� I BEAMS W16 OR LARGER ill 4.1 111 SHEAP, PANEL PER \\\ TY3E 'R' F!ABED AT 1 4 I USE TYPr 'C' EMBED. II �° 1/4 6 i 4'-0- U.C. EACH CONCRETE II AT :1'-0. O.C. MAX. I I PIAN 3/.8 4-24 SIDE. OFFSET AS - TILT-UP PANEL I ) I I PARAS 117 I �__- REQUIRED TO AVOID I; � � � t 5/16 INTERFERENCE. � • • x • a•- CONCRETE I� - - ` DO NOT WELD MT-UP PANEL III i V 3 I 4- /// 714 �PEAuff 12-now II: BEAM PER PLAN CHORD REINFORCING.- -- IT �, L4x4x3/B 111 AT_SIMILAR CONDITION. SEE AND, FOR BAR QUANTITY. PLAN R pT� � EMBED �; I GATE: 10.12-06 I! - PLACE BARS OVER II II BEAM i L5x5x5/16 LEDGER x CONT. TYPE 'B' EMBED AT JOISTS OCCUR. PLATE 1/4'x6- LOW CORRUGATION � PER PLAN '�'�"^' WITH (3) 05 x 4'-0- Q.C. EACH LENGTH 4 WALL WITH SPACING AND Il LCHECK' _ 71Y 24- "24 SIDE. OFFSET AS CLEARANCES AS 3 1 --- A706 BARS REQUIRED TO AVOID SHOWN. II STABILIZER PLATE 1/2"x6-x0'-6" 1 DOWNBY.• — ARM _ SEE S41 AT 4'-0' O.C. INTERFERENCE. 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EACH SIDE A706 BARS WITH (2) 3/4- DIA. 1121 SW Sabo= ERECTION BOLTS EACH BEAM PER PLAN ( ) SIDES I 1 UN 100 1 2 FRAM 3 /4 _ �� 7M FRAMING DETAIL FRAMING DETAIL 4. - 1.dwq 1 - 1- 4. 4 - .dwq 1 - 1 - AT MILAR CONDITION A 303.221.1121 � SEE ('12/$4.1) FOR CONNECTION. 4 Fa 303.121.2077 W BEAM OCCURS- q SEE(2/S4.2) 1 1 I I A � I I 1 1 • I I 1 1 , ` 1 1 1 1 \ I CANOPY COVER AND ••••••-•---•--••.• , ' ATTACHMENT BY OTHERS VERIFY CONFIGURATION WITH ARCH. I I STAIR STRINGERS AND /-TYPE ` ' EMBED FOR EMBED AND \ y3y�1B/� NT NPLATE ELSON PER 4 PLATE SEE BELOW , , CONNECTION BY OTHERS 3' S4.1 ELEVATOR RAIL BY ` -_ i i STUDS AT 1'-6' O.C. (BIDDER DESIGN) CON S U L T I N G BEAM PER PLAN ELEVATOR MFR. MFR. TO PROVIDE � � E N G I N E E R 5► RAIL CAPABLE OF 1/4' CAP PLATE. lam-- I I I 1 J _ ' -_--_� Porda d • 072x0 SPANNING BETWEEN WELD AND GRIND 1 I � 31f» SW Kelly Avenue FLAT BAR 1/4x2'x FLOORS SMOOTH. TYPICAL i / . 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" "1">� 1 \ 1 Z" DIAMETER PUDDLE WELDS SEE -4 OR z • " r'`� AT MARGINAL MEMBERS.4BUTTON INFOR TION WITH ARCH. AT 4 ■ '"��*• PUNCH SIDELAPS AT 24' O.C. v TYPE 'B' f.AISED PER pROIEFrTIWIAE F1EL0 `NEED (4/S4.1) I9MILAR EXCEPT 1 4 CLOSURE " ' PLATE x'4EO'Dx2'-0' W/ USE 12'Wx4'H PLATE � /77�'�Z-�,2AT CONTR ACTORS � i1� - 2 1/2 CLEVIS 3/4 PLATE o (3) 3/4" O.C.VIA. xe" NELSON OPTION ", 5.-dw 4' PLATE STUDS AT 10 1/2 STAGGERED ' 3/ L TE ---------- --- 1�* 1 A— BEAM PER PLAN — G _ • __-- ROO SUPPORT k. , 2 1/2' FOR STAIR i A." 3-24 Z LANDING BY OTHERS 3/18 5' 3/4x7x2'-0" W -12 (BIDDER DESIGN) N ST DIA, x5" NELSON STUDS 8'-0' 3/16- BENT PLATE W/ BEAM CONNECTION AT 10 1/2. O.C. STAGGERFO y" 3 SIDES v+ J 1/4 A 1/2` DIA.xS" NELSON W/ OPPOSSING EMBEDS. STUDS AT 1'-6" O.C. 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ADDITIONAL CONCENTRATED LOADS AT TOP AND BOTTOM CHORD ARE Q 11.OK 18.66 7.3.96 FOR SPRINKLER MAINS AND MECHANICAL LOADS. SPRINKLER BRANCH CONCRETE TILT WALL PANEL t. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS 2 4.5K Y 600$162-43 AT 16" O.C. TYPICAL U.O.N. ON PLAN WITH ARCHITECTURAL DRAWINGS. LOADS ARE IN THE UNIFORM JOIST DEAD LOAD. 1C'1<'-iT"7t 2. JOISTS TO BE DESIGNED FOR AN ADDIiSONAL CONCENTRATED LOAD OF -_-_- - 2. DESIGN LOADS: C _ 0 - 600 POUNDS LOCATED AT ANY POINT ON THE TOP CHORD. ---__- STRUCTURAL BEARING WALL BELOW DEAD - 25 PSF t ADDITIONAL POINT LOADS • LIVE - 25 PSF (SNOW) ; DRIFT 1 LEDGER ANGLE PER DETAILS 13 \ 3. JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD OF 56.1 LIMIT JOIST DEFLECTION TO SMALLER OF LL/360. TL/?40 ;,QO POUNDS LOCATED AT ANY PANEL POINT ON THE BOTTOM CHORD. LIMIT GIRDER DFFLECIION TO TL/240 • TUBE STEEL CCLUMN PER FOUNDATION PLAN 25.2K 24 OK 19 6K ( 4. JOIST BEARING DEPTHS TO BE Y.: UNLESS NOTED OTHERWISE. 3 4.5K 4 1 d-p SPAN OF METAL DECK PER ROOF FRAMING NOES 3. METAL ROOF DECK TO BE 20 GAGE ASC TYPE L DECKG'. IAYUP TO BE THREE SPAN MINIMUM. SEE METAL DECK �r1!1/Lt S BAXIAL Y SECTION IN TOP INTO OF THEOOF 2O03 04ST IAi5.0KI S AS STRESS DESIGN. � ATTACHMENT SCHEDULE FOR ADDITIONAL INFORMATION. AXIAL LOADS TO BE TRANSFERRED THROUGH BEARING SEATS, UNLESS / ' O F TOP OF FRAMING ELEVATION ABOVE SLAB ON GRADE O - NOTED OTHERWISE. 4. CONTRACTOR M AND WEIGHTS REINFRIFY ORCEALL OPENINGSNPERLDETiLSIZES. LOCATIONS _ 1 G. ADDITIONAL POINT LOADS INDICATED ON PLAN � TOP OF WAD. ELEVATION ABOVE 5U® ON GRADE COORDINATE LOADS WITH JOIST MANUFACTURER. 61 � i( U5 BE !NCC T F IN JOIST 5 T.O.W. - S. SEE ARCH FOR ROOF ELEVATIONS INTERPOLATE ROOF FRAMING �_- -- 7. JOISTS TO BE DESIGNED AND BRACED FOR 7.1 PSF�WNDUPLI'T. ADDITIONAL LOAD DUE TO SNOW DRIFTING. DRIFT LOAD ELEVATIONS BETWEEN SPECIFIED ELEVATIONS 11.66 16.76 24.OK 7 4!W 8 IS IN ADDITION TO THE TYPICAL UNIFORM SNOW LOAD, S. CONTRACTOR TO VERIFY SIZE AND LOCATION OF OPENINGS IN i W - WIDTH OF DRIFT (5'-6' U.O.N.) ROOF GIRDER DESIGN NOTES: JI Wd Pd - MAXIMUM DRIFT SURCHARGE (25 PSF, U.U.N.) ROOF. REINFORCE OPENINGS PER DETAIL 15 I O \ ^ 1 I 1. ADDITIONAL CONCENTRATED LOADS AT TOP AND BOTTOM CHORD ARE C-1" REWIRED BEAM CAMBER I FOR &-22 KLER MAINS AND MECHANICAL LOADS. SPRINKLER BRANCH - LOADS ARE IN THF UNIFORM JOIST DEAD LOAD. ADDITIONAL POINT LOAD ON JOIST OR GIRDER I --- LOAD APPLIED TO TOP CHORD, U.O.N. �PERM/T 12.22-2006 9 22.66 9OK 936 11 METAL DECK ATTACHMENT SCHEDULE T ORDERS00 POUNDSEDESIGNED LOCA ED AT ANY POINT ON THEAN ADDITIONAL TOPCHCONCENTRATED LOAD of (-) INDICATES UPLIFT LOAD LADE 1012-W Y CONCRETE SLAB AT MECHANICAL UNITS. SEE FOR SYMBIX TYPE AND GAGE V E1.D TO SUPPORT/BO WARY SIDE LAP FASiEMNG CAPACITY J. ORDERS TO BF. DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD O ADDITIONAL INFORMATION. SHORE DECK r'OR 18 O 1000 POUNDS LOCATED AT ANY PANEL POINT ON THE BOTTOM CHORD. 56.1 4 7 WELDS/SHEET CONCRETE PLACEMENT Ltd(' TN OGB-36-20 GAGE PUDDLE /SHE AT 24" O.C. DELTA GRIP 24' O.C. 823 PLF 4. CARDER BEARING DEPTHS TO BE 7 1/2" UNLESS NOTED OTHERWISE. DEAD - Zs PSF l WELDDRAWNBY. ARM -- 7 WELDS/SHEET 5. AXIAL LOAD IN TOP CHORD OF GIRDER IS 3.0 KIPS AS CALCULA-ED DCB-38-20 GAGE PUDDLE WELD AT 24' O.C. DELTA GRIP 12' O.C. 1211 PLF BY SECTION 1620 OF THE 2003 I.B.C. ALLOWABLE STRESS DESIGN. ORDER BLOCKING. SEE 7 WELDS/SHEET AXIAL LOADS TO BE TRANSFERRED THROUGH BEARING SEATS. PROJECT: 206407 DGB-36-20 GAGE 1 DELTA GRIP 8" O.C. 1446 PLF AXIAL LOADS RE A TFR THAN 10.0 KIPS TO BE TRANSFERRED PUDDLE WELD AT ,8' O.C. PER DETAIL 1 DGB-36-18 GAGE 7 LD /S EF. DELTA GRIP 12' O.C. 1862 PLF S C� �(,• PUDDLE WELD AT 12. O.C. 6. ADDITIONAL PONT LOADS INDICATED ON PLAN QQ US BE ACC�DESIGN�NOIM 7, GIRDERS TO D FOR 4.1 PSF NET WINO UPLIFT RECE►VED 1. CAPACITIES ARE BASED ON 8'-0- (DCB-36) JOIST SPACING 2. PUDDLE WELDS TO BE 5/3- DIA (1/2- DIA EFFECTIVE S50 Ia op"mss"° o.n,rr.•.aw�w.a K ro ..,, (� dhq' :_, :.•µ, - -...:,..,tlrr a .i•. E ... �.wa• ,•,,,,", ..-..r..acwa.T5�9Av •:ia,�s ...., �.rwiweuewnn:-.w,...wwurnr.�r•�rw• ...- ;._. ..vu.w,.r ,. t<�fa •,,, 1 ` � ,. �,.w..,•'-.+.en w" • � loe } � TY r jt �T r lli�TJl Ili�r T rlTITfl r)r[rli TjTTIr i1T1r11 111-1.111 ill IO2AX 10 -_. 1 � .' WAI �, IlW IIW llljll Ill __ WilIW U WI�IW W WT1W. ,, • • • '^1 _..,,.. •.www-ww......•.+.q.. .....,:....., «-. ._-.... •.._.. -a....-.�...-.., .-_.....�"..»,.".-.v,»..�..._ .. . .........._., .......--....w ..._+.•+e•w.rw.�..► _.-�tt ia..a.........w,o.r•.f..+asw-.. .. +wwm�•�e.,.ww.w. � ..+ w...«w�q.+rw•tws-r.a".s�.rel.wr.ew.•w. uu ..uvnrritr...w.....»•....,_...... .....r...nu,..:.wrwrs,wawiwa y..+..s.e... .�+r».«... .a w.,..,... . «�' .rw,.wrr..v)w�.•.«.wwa++...• ... w+eawr r ,. .. .. _, ...--w:...•.rr.er._.r.,..wtirr.e..,:rw..: '"""• .,1-01-.1-1-.-.w+r.r.+»w...rrrrr..s+- .ew.r-.w1-rrrr•.r.w.rwrr..n* - �ps..�: r.--fwM+.rrwsi..R•ew�...an..U�-.rAwwwe.3+•ra,*w..w.w..w. ._. ..wA»..,:...»�•«•rr�_-..,r.,.•c.-•w....s.o....raw,..:.s.. ...++iCrwwwhN�'.r..MTl�il► _m._..r+iw.r:�...o..►. •.e•-.._. i .y� 1I rDE AT ,nu KAREMETAL DECK PER PIAN ATN3/8" CAP PLATE x BEAMWIDTH PLUS I'GIRpE � / 3 16 3 3/8" CAP PLATE -{TYPICAL S4.1 -BEAM CONNECTION PER � .} `~ Q� ' METAL DECK 1/4 3 BEARING PLATE 3,14" 3/16 3 METAL DECK PER PLAN BE CONNECTION PER d'j•. �( PER PLAN x COLUMN 4- D + t' x REO'D ® v� - I 1/2" WITH (2) 3/4" DIA A325 / , , � a ERECTION BOLTS 4R1 - \ i • - - --- - -- -- - RECTION BOLTS F6 V ^ i i • • — TWE 'A• EMBED � � � ' bill PER „ � 1 1/2' lYr' 1/4 EA I --BEARING PL; 3/4' x COL I' „ / \ ENO 1/4 , WIDTH + t' (12' MIN/4" x REO'D ; PLATE 3/8"x4"x8" 3/16 0 EACH SIDE OF COLUMN ' \ / / 3/16 i � • ; ; FACING JOIST SEAT PER a u --.01ST PER PLAN I " - ' ® • AT SIMILAR CONDITION S4.1 I` i ; \.-FACING JOIST SEAT PER t t ; WF OCCURS. SEE COLUMN PER PIL - JOIST ' • ' 4. GIRDER PER PLA PER PLAN p�� R �µ � � • , 1 �f I JOIST PER PLAN- / — - + • I� COLUMN PER PLAN , A , , • � COLUMN PER PLAN BEAM PER PLAN, AS OCCURS JOIST AND GIRDER MFR TO INSURE QST PER PLAN ' THAT JOIS( A,XIAL LOAD CAN BE ~ COLUMN PER PLAN TRANSFERREt, THROUGH GIRDER JIL AT gWLARj]Q� ; 7/bx3x1'-6' PLATE— -- TOP CHORD SUPPLY KNIFE PLATE MADE FLANGE GIRDER OCCURS WHEl9E INDICATED AXIAL -�-� -STABILIZER PLATE 3/4" x 6" x REO'D AS REQUIRED. LOAD IS LESS THAN 3 16 DO NOT WELD TO BOTTOM CHORD 1121 SWSolw x 10.0 KIPS, PLATE IS NOT ��-- REQ1). TRANSFER AXIAL S6*t 100 LOAD THRU SEAT PA>rdamii(OR 97205 �. Td.503.111.1121 0 F&L 503.221.2077 1 GIRDERS AT COLUMN 2 JOIST AT COLUMN 3 FRAMING DETAIL 4 GIRDER CONNECTION AT COLUMN 5 GIRDER CONNECTION AT COLUMN A S340,dwq 1 - 1 •-0 6• S341.dwq 1 - 117 0 6 1 .dwv I - 1 -0 6 S51- 4.dwq I - 1 -38 6• S61-05.dwq 1 - 1 -0 3/8' CAP PLATE x COLUMN _� WIDTH PLUS 1' 14 PLATE 3/6' X 6' X REO'D SEE FOR- 1/4 3 SEE FOR BEAM STYPE 'A' EMBED PER 4 3/8" CAP PLATE x COLUMN 56.1 Sb.t a ILII WIDTH PLUS 1' 1/4�t0•- JOIST PER PLAN ORDER CONNECTION BEARING jj�;l 3/,e�— BEAM CONNECTION PER 2 CONSULTING BEAM PER PLAN • ; ; • N G 1 N E E R S r, �j � • ; ; • • i � ':� --:+ 3131 SW Kelly Avenue ��N , , • Portland • Orpon 97239 NIII p, ; • ; . . ; ; • \ SOo.2u4A53 dmYdtdmk com �JqI qq''InI' • • �-SEE(P.t FOR CONNECTION ,5032089263 www.vlmkApm� rl pI IgI�I'� ' • , i • • , , AT SIMILAR CONDITION W BEAM OCCURS BEAM PER PLAN I I'1 I �I ; ; • • ' II • '-SHEAR WALL .---- ' SEE \ CONSULTANTS u PER PLAN � 7 ' PLATE 3/8 x 4' x 6" EACH SIDE OF COLUMN i ' • ANGLE EMBED EACH ' , ' • ' 11 SIDE OF PANEL � � N SEE FOR ' , FACING GIRDER SEAT PER e P R OPUS , E ® 1 FOR COLUMN TO WALL BEAM CONNECTION PER , BEAM CONNECTIONS. , ; ; CONNECTION SEE � COLUMN PER PLAN � I i ' i i ; ; ��a COLUMN PER PLAN Inc , I COLUMN PER PLAN ' COLUMN PER PLAN I , I , ORDER PER PLAN , OWNER j LU , 0 7 COLUMN A rf TILT—UP WALL 8 BEAM CONNECTION AT COLUMN 9 BEAM CONNECTION AT COLUMN 10 FRAMING DETAIL V V 6• S61-07.dwq �1�0 6 Sb1-OB.dwv 1 . 1 - 6 S61- .dwq 1 - 1 -O 6• S61-10PM.dwq 1 - 1 -0 �► 6 GIRDER CONNECTION AT COLUMN .a 6• S61-06.dwq 1 - 1-5, 1.� SPAGNr. � uJ II I '!''!4 1 2 PLAN y TYPE 'D' EMBED PER PANEL JOINT I PANEL JOINT i�- 811J4QiNG B ONLY LEDGER ANGLE SPLICE AT PANEL JOINT WITH Ir! ��I '!' METAL DECK PER PLAN qc� Q 12 b 1 4 TYPICAL 13 t 3/8"x3'xO'-9" SPLICE PLATE 1 I �I;;+ HOLD JOIST 1" FROM WALL FOR LEDGER �y i ;rt v,w /�'' `� N �j ll; �uIM I' V .6.1 I 1 1 S6.1 I�i'�' �. lit 0 (3 m CENTER UNE _ -TYPICAL ROOF OF JOIST AND L4►4x1 4xCONT. CONSTRUCTION PANEL JOINT / SEE ARCH METAL ROOF DECK e q PER PLAN TYPE A' EMBED PER 54.1 . r AT 6' -0' O.C. MAX TYPE ' ' EMBED ' PER I,; TYPICAL �4 2 54.1 T' 3 16 2 JOIST-EACH SIPV TYPICAL 1r; , I PNOuC'CTAfAAE t 4 t I!i, / I I I PARALLEL ANGLE TO BE CON(INDUS ANGLE TO BE CONTINOUS BETWEEN PANEL JOINTS BETWEEN PANEL JOINTS /4 x CONT. NEXT TO i u ;'II 11y 3�I�2o NELSON STUD HEAD ; \ L5 X 5 X 3/8" X 1'-6' �IIUII'I ly( AT EACH LOW DECK TYPE 'A' EMBED I , n I W/ 1/4- STIFFENER PLATE !�� PER I, : 3 16 / 1 2 CORRUGATION '4' TYPE 'D' EMBED I I1 w;C AL DECK PER PLAN TYPE 'C' EMBED - I j III �'{�� TYPE '0' EMBED I I�I a �I�I CT AL CONCRETE TILT UP WALL I,.° I PER PER Q � III'P' I(!II� .1 OF Ilyi h I r' I V L I j" ��I �I", N' L4x4x1/4xCONT. STEEL J31ST PER PUH JOIST PER PLAN AT PANEL JOINT I �I �II di TYPICAL JOIST — TYPICAL LEDGER PANEL JOINT SPLICE PANEL. JOINT SPLICE III, jI�I L 5 x 5 x 3/8 x 0'-9" WITH IIIS'l G'' (/� 1/4" STIFFENER PLATE CENTERED. -TYPE 'A' EMBED PER 54.1 TYPICAL PE PENDI O.C. MAX Ui NOTE: WHERE WF BEAM IS USED, SEE DETAIL it FOR WF CONNECTION. U.O.N. 4' PERPENDICULAR � o 11 ROOF LEr)GER CHORD 12 ROOF JOIST CONNECTION TO WALL 13 ROOF LEDGER AT WALL 6, 581-11.dwq 1 - 1 -0 6• 581-12.dwq 1 - 1 -0 6• S61-13.dwq C � 5' TO 20" METAL DECK PER PLAN CENTER CURS -� f iTILf I.-.----� OVER FRAMING (2) - /4 CONT. BELOW. TYP. 1 ' 3/6' PLATE x b' X CONT. PLATE 3/6'xJ'x REQUIRED 1� ST 3/4" DIA. x b' NELSON NOTEROUND PROVIDE L2xNG, PERPENDICULAR EACH SIDE ./3 VERT. AT 15' O.C. - PROVIDE 1/4 g TOP PLATE I STUDS AT 12' O.C. SPLICE ROUND HOLES LESS THAN Of OPENING, PERPENDICULAR 1 PLATE AT CENTER OF WALL r STD. HOOK IF REQUIRED 8" DIA REQUIRE NO TO DECK FLUTE.,. EXTEND PAST REINFORCEMENT AND MUST A OPENING 12"WITH EACH SIDE AND -8" CONCRETE WALL UNDER MECHANICAL UNIT CONNECTION PER I SPACED AT LEAST 3'-0' APART SCREW WITH i1 i. SELF-TAPPING � ► TYPICAL METAL DECK SCREWS TO EACH LOW FLUTE EACH LOW PER PIAN EACH LOW ANG$ TO 2Q• ENCOUNTERED / CORRUGATION�y L` 1 2 CORUGATION SAT 12' O.C. / O J/4" DIA x 5" f -;LSON STUDS AT 24" O.C. yW� , w COPE VERTICAL LEG-- V1 17 0 T' jr _^ AND BEAR ON ADJACENT (2) - /4 CONT. 3/164-24 TYPE 'A' EMBED ; ��. •s N, ANGLE OF JOIST (2" MIN) 3 16 -'� \ (3) SIDES L6 x 4 c 7/16 x 0'-6" v t I A . 1•- `___=_=="__ ___ = EACH LOW \� PER 4 AT m I 1 CORRUGATION/ 1/2�— I ' � AT 51 LAR CONanON . 4.1 _ —xy PERANT 12-Y1-2006 t0 -�;------'-----------`---- 4'-0" Q.C. ---- ATT OCCURS PROVIDE __ —� ;p - A 10.12.00 ATTACHMENT PER ' `-__'----_- ----.= METAL DECK --- FORMLOK • . DETAIL t6A - l --- PER PLAN DECK .. _.__. `BEi.M PER PLAN AS PROVIDE L3x3x1/4• 1/2" MAX 4 BEAM PER PLAN OCCURS. CONNECTION AROUND OPENING -- NOTE: SHORE ROOF DECK CONCRETE MECHANICAL SLAB AT SMAILAR CONDITION. BEAM PER PIAN • TN ?ER� _ FOR CONCRETE PLACEMENT W/ N4 AT 18" O,C. EACH WAY JOISTS OCCUR. r OPENINGS 2Q' TO 48 C6 x 8.2. 1/2 LDP�WN 6r. ARM 54.1 � CENTERED IN SLAB ABOVE DECK RIBS � SHEAR WALL— PLATE 1/4'x6' --- PER PLAN NiES: AX. LENGDI OF WALL PLATE 3/4" X 8' • AT SIMILAR_ CONDITION BEAM PER PLAN. !,1RDER X REO'D WITH (3)A. • 1.) MAXMAUItr LENGTH FOR L3x3 IS 8'-0". USE W BEAM AND L JOIST PER 3 4 DIA. X 6" PR(?,IECT..• 26`0497 -TYPE 'B' EMBED PER PER PLAN OCCURS AT SIM'dAR CONDITION. / AS REQUIRED 21 OPENINGS SHOWN ABOVE MUST BE SPACED AT LEAST 10'-0" APART. L7x4x1/2x0'-8" PER PLAN ` 1/� NELSON STUDS 3 54.1 14 FRAMING DETAIL 15 FRAMING AT ROOF OPENINGS R FRAMING DETAIL 17 MECHANICAL CURB DETAIL 18 FRAMING DETAIL 19 FRAMING DETAIL 6• 581-IRpM.dwq 1 - 1- 5300.ewq 1 - 1-0 "'�"�' 6, 03.ewv t o t -0 6 1-17.dwv 1 -'170 6 56•'-18.dwq t w 1 -0 6 561-19.dwv , - 1 - EGETla V S6. 6 DEC �2 ?006 0orIII I11�-ort ,1>a" s,�e;,=�;x, 9��vvma.�„wc rte,•. A; „i .,,.. .......,,r„ ,,-....ani.. _u.e« ., '�,a” q,,,_—�y,,.w.,•_ :.�y. ,.wr...•... �.w, � • ' _, «C •m�yy .. -..�'Mn'.AV••. w'- _.. ,•.. p•". ., . wa ..... .._ -o"rr +no A•'+nqu+ntFelnaevw.w.o:e. ... •.b�`✓NY.v[ t •Wa:IeMY7llntil � I � '� 1111�11T�11T�f f�1j1�1�1�1 , I! • � � � ^"� °~ ♦M �. t 1I II ll I� IIII�I llldllll • • d y ;a I h , SEE ARC#4 ^I V, r o :• 1'� 3/8' TOP PLATE x 4' x REQUIRED 6`\ ' '0�---------- 400TI50-43 TOP Lbx3x1/4xG'-6'- AND BOTTOM —____ � ARCH. � TS 4x4x1/4 TOP AND _ 4005162-43 AT 24" O.C. L 5 x 3 x 1/4 x 0'-6' BJTTOM TYPICAL 3/1��X gi E 1/4 x 4' x REO'D" TYp 1 1/2'TYP. 3,h6 PLATE 1/4:4'x4' 1 -400T150-43 TOP SIMPSON 'H3' AT 48' O.C. 3 16 I , AND BOTTOM n 3/— 16V4005162-43 AT 24' O.C. /10 SCREW AT 12'O.C. "'" '/� aSTAGGERED PT 2x TOP PLATE HATH ' SIMPSON 'H3' AT 48' O-C. 1/2- DIA. ANCHOR --------- --- BOLTS AT 48' O.C. BEAMS PER I -- --_ — ___ 7-77= 4 EMBED 5" AND PLAN TS4x4xI/4 ft /t0 SCREW AT EACH COUNTERSINK AS 3 16 1/2* PLATE x REQUIRED �/ ; -INFILL METAL STUDS. EACH SIDE ' � \ 4005 1 6 2-13 AT 16" O.0 HIGH CORRIGATION. PT 2x TOP PLATE WITH REQUIRED IS 2 1/2 x 2 1/2 x 1/4 t" 3" TS4x4xt/4 (2) 1/2' DIA BOLTS TYP I `_COPE T.S. AS REOUIRED 4 STAGGERED 1/2' DIA. ANCHOR _-�- 1 BOLTS AT 46" O.C. 1 S I , COUNTERSINK AS ii PT WOOD BLOCKINGMBED 5* AND io ' OU� AS REQUIRED 1 a JOIST PER PLAN ' a : i ft 2 PIPE PER PLAN / T.S. OCCURS AT I 4 SIMILAR CONDITION 1121 swsabxm /4 a&100 L2 12 EACH x 2 1/2 x I/4 - - Pb11<IwI�OR 97205 ♦. Td 503.2?1.1111 - I/4 TM. Am 503.221.2071 f JOIST PER PLAN 14 /1 A _ BEYOND 1 PARAPET WALL CONNECTION 2 PARAPET WALL CONNECTION 3 PARAPET WALL SUPPORT4 PARAPET WALL SUPPORT 5 PARAPET WALL SUPPORT 1-15.dwp , . 1 -06. 6. 6. - .dwp , - 1 - - .dwq 1 • , - S62-05.dwp 7 7-ir -- -- -- -- -- SEE -� LSx5x5/16x1'-0' CONULTING WITH (2) /16x4'-o' ENGINEERS ifs A706 BENT BARS 4 SLE GRID 3933 SW KNIy Awnu• PLAN TS 4 X 4 x t 1/2' 1 1/2' AT 9" GAGE. 1/2 / _ ', 06 97239 TYPICAL 4 PLACES. I00T150-43 SEE 50122I.4453�vImk�Nmkcom I� _ � TOP TRACK (2)4#4/x Y•-6' W/ 1 1/2" -' 1/2 PLAN BEAMS. WHERE ,503,244.9263 ww w.wmltcom 1 NELSON DEFORMED SHOWN.OCCURISEE PLAN N L2 X Z X IBGA. I G, NOT 1/2' MAX. ANCHOR BARS, X 0'-3' W/ (2) 0.145' DIA. P.A.F.'S , COM8ULTANTS 1YP /4x4'-0' TO STEEL AND (3) GRID /10 SCREWS TO STUD COLUMN PER PLAN 1 1 I I &- iI iI �I iI SEEARRRyyyH �� AIL 0 SEE FOR ADDITIONAL v40DS162-43 STUDS \ TM. 3/16 ff:opu y A AT 16' O.0 BE AWS INFORMATION. TS POSTS TM ' PER PLAN Opw Amhb*d AND BEAMS Q BEAM PER PLAN PER PLAN BEAM PER PLAN Engirles�a,inc 11 11 6 T- $ FINISHES PER ARCH. PLAN �� II I u u io *ATION J015TPER PLAN SEE OWI�R A400T150-43 TRACK i FORAL -- SEE ARCM'—� W/ 0.14V DIA. P.A.F.'S TS 4 X 4 X 1/4 TOP AND TS 4 X 4 X ,/4— SUPPORT INFORMATION 1 4 -p AT 12' O.C. STAGGERED PANE BEYOND PERT 1/2' PLATE x REO'D 1yp / _ - 0 TYPE 'A' EMBED ,2 I Ui PER a FLAT BAR 1/4 �' r 0'-4' EDGE OF PANEL BEYOND COLUMN PER PLAN L2 X 2 X 1/4 AS REOUIRED• (4) NOTE: ALIGNMENT OF T.S. X 0'-3" EACH LOCATIONS I E ARCH -NOTE: ALIGNMENT OF T.S. VERIES. SEE ARCH. SIDE. TYPICALvERIES. SEE ARCH,• �J�J I � SECTION J y y IV 6 PARAPET WALL SUPPORT 7 CURTAIN WALL ATTACHMENT 8 PARAPET WALL SUPPORT 9 PARAPET WALL SUPPORT 10 PARAPET WALL SUPPORT V Q 6. 562-Od.dwq 1 • 1 -0 6. - .dwp 3/4' • 1 -0 6. S52-OBPM.dwp 1 • 1 -0 6. S62-09PM.dwp 1 • 1 -0 FJ. S62-1UPM.dwq 1 . i -0 O co x 1/4 4 SEE®1 3 C5x6.2 BLOCKING BETWEEN JOISTS tammi zi FOR SIOES 3/16 12' O.C. t TAS O NOTE WITH Leo. FIELD LOCATE ADDITIONAL INFORMATION. _ 3/16 3-24 IN DECK. co PROUECTNAAE EXTERIOR EXTERIOR .. ...... ..... ...... ...... :::::: ...... ...... ...... ..... ..... ..... ..... TVP. COLUMN PER FACE FACE ANGLE EMBED ; ' P-µ - — ® PER 7 1/2' PLATE x 8' x REOUIRF.D / + 12 MAX. (2) 5/8' ERECTION BOLTS TU_1 2 O.C. TME 'A' EMBED , '/2" EACH SIDE AS REQUIRED / \ PER 1/4'x2"xW-3' FLAT SIDES 3 16 4.1 3/15 SIDES BAR EACH SIDE PER PLAEL ' STIFFENER CONNECTION PERca ' ELEVATOR MANUFACTURER .................. ......... ......... .................. � -- TILT PANEL 1/2" 16 EACH SIDE I nun. uu...... d 6.... u..nun..un... Q PER PLAN ELEVATOR RAIL BY BEAMS PER PLAN MAX. W BEAM PER PLAN I I�ELEVATOR MFR. ' I r � e i I I U. W 1 I A � NOTE: SEE ARCH FOR ALIGNMENT I I OF T.S. BEAMS _LCL 11L O cm I'll"'N PARAPET WALL SUPPORT 12 PARAPET WALL SUPPORT 13 ROOF FRAMING DETAIL 14 ELEVATOR FRAMING 15 GIRDER BLOCKING 6. S62-11.ewq , 1 - F�. T.-12 .dwq , • , - 6 - , • , -0 6 - , • , - 6. S62-15.dwp , jr �nrt� JOIST I • lF' l �ri ' -- 101St PER PLAN �7 _ - PLATE 3/8"x7xREOUIRW 1 5/16" TYPEb4MBED FLAT BAR 1/4":2'x0'-6' (L"') -- PER 3 16 , UNDERSIDE 1/4 10 1/4 10 1 4 XTYP 1 I —ERECTION BOLT PERMIT 12•??-1006 CONCRETE TILT-UP i' •�� " " ------ ------- , iI DATE: ialzo6 WALL___. __- II _ 1/4 I BEAM PER PLAN BEAM PER PLAN �� L5x5x3/sx1'-0" WITH 3/16 3 16 L 0 '— TN 1/4" STIFFENER PLATE 1.2x2x1/4x0'•-B' LDMWNBY:• ARM BEAMS PER PLAN SKEWED TO MATCH , BEAM/JOIST PER PLAN — k JOIST CENTERLINE WELD —COLUMN KR PLAN 1 4 FIRST JOIST EMBE � PROJECT.• ?08497 PER@ 1/4 --- dl 9MILAR CONDjIjQy AT WALL n AT BEAM/JOIST RECEIV 16 CHORD TIE PLATE 17 SKEWED BEARING AT TILT—UP PANEL 18 ELEVATOR SHAFT FRA11 MI111,NG �E[? 562-16.dwp 1 1 -0 -1 i.dwq 1 i -0 . )S682a 6. 6. 592-, .d«q , , -o DEC 22 ?006 Cow NM*4w DM 1 2 3 !! , M". NRMWWAWA ' .i: 4+� '�•`'.>�[ !•PMI r.1( " . .,�..M1.lv. �.. de WIyl,1l./,.. 'ry7tivleuryA....Ytt 9r WI ♦ �,..y qIW r,;!" • .,. ,..... ._.......... _ Awom.w"www. a•r.,qp,py.:.-+rcAY..!-wr.,.l.rr*,,,. I "[L • F f -1�1t Tr1t r1rl►(I��Ir1r rlr��lr�lll rlll R ' Y 'I� IT II II 11 m . w, U�i'ti r R ..- .. ..... .,.......... ... .. ._ ..•'.. ... .. .� — S,. -..,.^ — - _.. .. .. .r. - � -"�•Nc/1..1.N.6 ..._.tv.yN�.�Twy�Yw.w.w',!-,Y..uv, .II'1 v.SiMRr.0........... ....IuwW� �. "' vY�I.111fIMMY.Ta.e'nM10SMA�vyIMY•! J, 1S� 1 1 By w `^ A 4 O.0 NEEL AGH IWAORCING TO BE /5 r 1O (2)-/4 PERIMETER BARS TOP AND BOTTOM 'vv I OF PANEL. PROVIDE EACH SIDE OF PANEL - — Ill REINRCING CAGES ARE NOT PRESENT 571 S7.1 57OR 1 LOCATE CONNECTION AT MID-HEIGHT AND 1'-0" BELOW TOP OF FRAMING. (2) CONNECTIONS PER PANEL JOINT. WHERE PANEL JOINT OCCURS AT BEAM LINE, LOCATE i TWO CONNECTIONS AT EACH SIDE OF PANELS O'-3' X 3/5' X 1'-0` FLAT BAR ONE PANEL CONNECTION AT MID-HEIGHT ONLY. ` �" TO BE AT PANEL MID-HIEGHT AND 1'-6" ji WITH 2- 1/2" DIA. X 1'-6" NELSON I ti \ BELOW TOP OF FRAMING I( I DEFORMED BARS BENT AROUND EXTRA nr � ( BUTTERFLY CONNECTION: VERTICAL /4 BAR BY 4'-0` LONG. ; 1 4' PLATE x 3` x 0'-B' WITH 1/4` h !II I / II SLOT AND 1/2• DIA. CENTER HOLE. - WHERE 3'-0' EXTENSION PAST OPENING IS NOT II' I jj BEND TOP AND BOTTOM LEGS IN i I I 7 / EACH SIDE. DU !I D• - - - POSSIBLE PROVIDE 90' HOOKxO'-6' jl'I' i b; P' ! OPPOSING DIRECTIONS TO FILL JOINT. I 8 I NOT OVERHEAT. it II b 0'-8` LONG FILLER ROD BY JOINT TYPICAL VERIICAL REINFORCING TO HAVE II' WIDTH r 1/8" II II 19 _ _-�% WEED EACH LEG. - '•• 8' STANDARD 90' HOOK EACH ENO. CAULK JOINT 3/16-7-4• DO NOT OVERHEAT \ BUTTERFLY CONNECTION PER (NOT REO'D AT ROOF) - S7.1 fill 7 / !' /2 1/2- X 2 1/2' X 3/B` X 1'-0" ANGLE h I / \\\�� /4• EMBED ANGLE EA. / 2 1/2" x 2 1�2" x .3/8' x 1'-0' ANGLE :- ��\�,, S7.1 WITH 2- 1/2" DIA. BY V-6" NELSON j j PANEL SEE �"� EXTERIOR FACE U.O.N. FA WITH (2) 1/2 DIA, x I'-6" NELSON — 2 1/2` x 2 1 2` x 3/8' x 1'-0" ANGLE DEFORMED BARS BENT OVER EXTRA �J 4 INTERIOR CE - \\ f t1 DEFORMED ANCHOR BARS BENT '\ �\\ WITH (2) 1/2 DIA. x 1'-6" NELSON i ti l S .1 (POURED UP) / \ _ ` r1 BY 4'-0" VERTICAL OVER /4 x 4'--0' VERTICAL DEFORMED ANCHOR BARS BENT OVER #4 x 4'-0" VERTICAL ~ -- - - -MINIMUM (2)-/5 BARS AT TOP AND - BOTTOM OF ALL OPENINGS EXTEND1121 swsabwn i 2'-0' BEYOND SI6ES OF OPENING — / 4�V4" - 3tuAr 100 ".l. HEIGHT REINFORGNG CAGES PER PLAN TYPICAL1" CLEARAL SEE ADDITIONAL EXTERIOR FACE U.O.N. BACK TIMES JOINT MOTH. PER PLAN � ` - - -- ----- --- _ � Portlaoal 00 91I05 •. 6 v EXTERIOR FACE U. 0. N. NOTES 2 DO NOT \` — _ _- ---_ _ _ __ —_ 1 3/16 a OVERHEAT 3/4' CHAMFER AT ALL Tei J03.11I.IIlI 57NOTE: .1 EXPOSED PANEL EDGES 3/4• CAULK JOINT 1 — \\ FaL 103.2?.1.1077 b 2 FINISH FLOOR - NOi TO SCALE ADDITIONAL NOTES T DETAIL 1/57.1 0'-d' LONG FILLER R00 EXCEPT WHERE BRICK ADDITIONAL NOTES AT DETAIL S7 — S21 X JOINT WIDTH X1/8' IS PRESENT. SEE ARCH. A � _ TILT PANEL TIES AT 4• D.C. ADDITIONAL NOTES AT DETAIL e 1 TYPICAL PRECAST WALL PANEL 2 PANEL CONNECTION - OUT5'IDE CORNER 3 PANEL CONNECTION - INSIDE CORNER _4 TYPICAL PANEL CONNECTION 5 SKEWED PANEL CONNECTION 7 1- IA.dwq 1 1 - 7 S i-02A dwq 1 1 ? • 1 -0 7 1-03A.dwq 1 1 2 1 -0 CT-/ S71-04A.dwq 1 1 2 . 1 -0 7 S71-05.dwq 1 1 2 • 1 - CONSULT1111G I N E E R S 19» SW Kelly Avenue Porfand • Oregon 97239 6248.92632 �wvtw.Amk torr,t 1! mk f vlmk com -- 03 TIES AT 8" O.C. I II TS M3 T1FS AT !!' O.C. 7VCAN I •I - 'WIN f 77 ` N�,ITUDINAL BARS PER PANEL ELEVATION FOR REINFORCING CALLED OUT EACH i �— LONGITUDINAL BARS - HISS AT 14. O.C. .+� / PER PANEL ELEVATION YA, FACE (E. F ) LOCATE 3/4' MAX CLEAR I' CONTINUOUS • ... , OF EACH PANEL FACE j' I r _— r a C)PI Ic% I 1 1/2' CLEAR (I _ PANEL THICKNESS COND(YION ABOVE 3rd Enoneer%Uc _-- - AS SPECIFIED e ALTERNATE — � ' d p3 TIES AT 4' O.C. ALTERNATE --- TIES AT 4' O.C. 05 AT 14" O.C. MATH LOCATION OF - �� 90' STANDARD HOOK EACH HOOKS. TYP. 7 HOOKS TYPE `,i' LONGITUDINAL BARS ENO, TURNED IN PLANE OF PANEL LONGITUDINAL BARS _ owp&R 3/4• CHAMFER AT SURFACE ( !i ii _ PER PANEL ELEVATION Ex1ER10R FACE U. 0. N. POURED DG1Ml � j! � -•�`� . PER PANEL ELEVATION LU INSIDE FACE • / n 1' ALLOWANCE FOR 4 r } 1" ALLOWANCE FOR O ! :{ pl' J .• ARCHITECTURAL BRICK grn p l � ��r _+4. ARCHITECTURAL BRICK O • AND REVEALS + <� r"4 • AND REVEA.S f I � ` •y ! I. w I I 11L5Cj]�rildDlm]_ 3/4' �&� 3/4' •T• �0 CLR. TYP. W CLR. TYP. W 6 PANEL EDGE 7 PANEL SECTION 8 PANEL SECTION 9 PANEL SECTION Z Wo 7• 571-06.dwq 1 1 2 1 -0 7 571-07.dwp 1 1 2 1 -0 7 571-Or,.dwp 1 1 2 1 -0 7� 571-09.dwp 1 1 2 1 --0 O 0 So Z :z /3 TIES AT S' O.C. ALTERNATE LOCATION —/3 TIES AT S' O.C. O OF HOOKS. TYP.LONGITUDINAL BARS xrs:. ... ,,' , ._ ,,gt- PER PANEL ELEVATION u- ._ r .s.-y r w-� « — LONGITUDINAL BARS PROJECT AfAAE PER PANEL ELEVATION xrt-. 1' ALLOWENCE FOR � °t �- ` '+�'; „ � 1' E FOR ARCHITECTURAL BRICK .,., -1117u w$,v�` .. s` 1, N _ AR'�IITECTURAL BRICK AILD REVEALS _ _ AND REVEALS 3/4' }/4" ABOHE� Lg CLR. TYP. CLR. T`/P. /w ALTERNATE LOCATION 3 TIES AT 4" O.C. I /3 TIES AT 4• O.C. N Of HOOKS. TYP. LONGITUDINAL BARS LONGITUDINAL BARS ZZIN ER PANEL ELEVATION • PER PANEL ELEVATION LUs _ i ALLOWENCE FOR M 1 ALLOWANCE FOR ARCHITECTURAL BRICK r• - _ • y rtr. Y t � ., :T �� E ARCHITECTURAL BRICK AND 1EVEALS - - AND REVEALS C 3/4' 1/4. CLR. TYP. CLR. TYP. 10 PANEL SECTION 11 PANEL SECTION 7. S71-IO.dwg i 1 r17.7 p S71-11.dwq 1 1/2 _�i705 L _ I _ L _ A PERMIT 1242•,M I DATE: 10.12-M CHECK- TN t I DRAMBY..- ARM PROJECT: 205497 7L, S% 7,0 � a DEC 22 SOB DM 1 2 M 3 S o„w.,r.uwt,«.ew.t P .dr y c ut , ,.,._ ,.,_... , Ms j :^a !�-Cai !+o.r,:• �;., :r:•% �� >".; *�'tiwa - +� . aNp�tw� • � r. - ! lllill Opus mmem1w OR __.. II II 112 ori 30X .{; � �.WI 11111lU1 lULllll _-- 111 llil�l 1 �1W Ill�llll Illllllll • ..•n.x...1...y..y..,•,:"rr-• ...y.,•:.u.-.._ ,".".",-..•...I...w-.....,....-ti._.,�Oe,..w_.,v._,J,...IO. ....n...•.,..v...aw.,.._aa+,..—e....mw.tw.w:..............,......,.e1....b..tl...M...n...Y-....,a..__,i........-..w:..r�._......__.i...-.•._._.L..K....._..,.RIT.Ktr,i.e�vww...:.�-.h'.RTI...L.."...M...:...•-.a..,...•I.h...M.WEw..,,rv.,,..,...r.c-.......,w �.A.•....,,,,y.. +w - A ti3? r J//t`•�� ` ~•1/S tY 'I L; ,-t 10 �o I ---' _ -- SEE PANEL 1 SEE PANEL '10' SEE PANEL '10' SEE PANEL '10' SEE PANEL 'T SEE PANEL '10� - -- -- -- ---- -- __ -.- _ T.O. ROOF FOR REINFORCING. FOR REINFORCING. FOR REINFORCING. FOR REINFORCING. FOR REINFORCING. FOR REINFORCING SEE PANEL '10' - -- - - - -FOR REINFORCING. SEE PANEL 'CI SEE PANEL '13' FOR REINFORCING. (2) CONNECTIONS PER - FOR REINFORCING. P-OOR. (6) TOTAL THIS SDE OF PANEL ONLY. (2) CONNECTIONS P[.1 REFER TO DETAIL SIDE (PANEL TOTAL THIS v, REFER TO DETAIL ,-2-,, 2 ft -- -- -- --- ---- -- - -------- -- -- -- -- -- -- 57.1 I -- T.O. 3R0 FLOOR A O v- N� i\` V Il21 SWSuGwoll -- --- ---- ---- --- swr100 PadarA OR 9720J T.O. 2ND FLOOR Til J03.??1.1121 AL 503.2?1.2077 b A � LZ 28 26 T_0. SLAB 24 - -- --- -- - - -- --- -- -- -- -- - I - -- -- --- _ 25 25 22 20 19 18 16 A WEST ELEVATION - 8" THICK PANELS CONSULTING 7' ENGINEERS 1 a "1 -0 3933 Sw Kelly Avenue Po►a.na • Af"on 97239 '503. L"S3 vlmY®vin*=m1 503248.92`' www.viftxom km COrVSULT,-,VTS a - REINFORCINGEPER OR& _- 57,1 --- -- ' En inee Inc _ SEE PANEL '10' - --- -- - - - -- -_- - _ � �- r.0. ROOF � �. FOR REINFORCING. SEE PANEL '10' --�- SEE PAk:L '10' -- --- - SEE PANEL '10' - - -- SEE PANEL '10' - FOR REINFORCING. FOR REINF)RCING. FOR REINFORCING.N 7 - - FOR REINFORCING. - - - I (2) CONNECTIONS PER \ 7 ��l t FLOOR. (6) TOTAL THIS \ -(2) CONNECTIONS PER SIDE OF PANEL ONLY. " " REFER TO DETAIL / / / •• ;� �� r OWNER ••`� :• ;:, :: %� DE Of(PANEL ALONLY. THIS e ` ' I� REFER TO DETAIL TYPICAL PANEL , � TYPICAL PANEL -- _- -REINFORCING PER TIES �Z" ��j 2 --- ---- ---- -- -- _. z z REINF RS,INQ PER __ __ __ --- - Z'_0• A(3QVE OPENING--- TYPICAL PANEL g7'i O REINFORUNG PER T.O. 3RD F.UOR V � 1 �+ (4) /7 BARS EACH i �% FACE FULL HEIGHT. (5) 05 BARS EACH FACE. MIN. IG (3) TO(5) /5 BARS \::� \:: •• :: ;; )� )� EOF ACH FACE. MIN. i % -_- BE FULL HEIGHT- � QL FU IL-__ \ a (3) TO FULL HEIGHT.T. 7) 5 BARS --- - -- - __ - a BARS EACH T.O. 2ND FLOOR co EACH FACE A�PAC.. EACH FACE EACH FIL�FULL HEIGHT. MIN. OF 4)) FULL HEIGHT. MIN. OF3 _ -- --- -- _- -- __ - -_ TO GBHE FOLL TO BE BE full HEIGHT. H IGH ♦w 8 \ (6) /6 BARS EACH 1Q - Its FACE. RAIN. OF (4) TO a,O V m P: S7,1 %+ :: \, „� BE FULL HEIGHT. t 57.1 10\ 1Z 9 \ E 1 a -- -- - -- -- 52.1 2.1 H4 S .1 _ _- -- -- --- -------- --- -- -- T.O. SLAB rY PIRWECT NAW 11 1 1 S2.1 9 S2.*o �? (3) N6 LONGITUDINAL. rj 14 BARS FULL WIDTH OF '3 PANEL. PROVIDE STANDARD 90 DEGREE t'B'*N EAST ELEVATION - 8" THICK PANELS HOOK EACH END. 7. y a -, -O Z #5 AT 15. O.C. EACH WAY /5 AT 15' O.C. EACH WAY SEE PANEL '14' - `--- -- - --- _ T.O. ROOFLu FOR REINFORCING. SEE PANEL '17' SEE PANEL '29' FOR REINFORCING, SEE PANEL '2'FOR REINFORCING. FOR REINFORCING. OF 3) /6 LCNGITLJDINAL C PANELF RP ARS OVVIIDDE STANDARD 90 DEGREE HOOK EACH END. q TYPICAL PANEL TYPICAL PANEL,1 11`1 TYPICAL PANEL _REINFORCING PER REINFORCING PER REINFORCING PANEL A EPER __ _ r• \\ (3) /5 LONGITUDINA,. N 1 1 - - - REINF CIN., PER __ _WS_EUl i a TH_pl7 - T.O. 3RD FLOOR 57.1 57.1 1 - 1/1 N' PANEL. PROVIDE ---- (3) 06 BARS EACH 57.1 STANDARD 90 uEGREE STAt•1 amw W" HOOK EACH ENS77 . FACE FULL HEIGHT. � (S) /6 BARS- / EACH FACE. MIN. OF (3) TO BE FSLL /J '�j HEIGHT. ' 0 1 -- - - Wil" BARS _ 5 06 BARS EACH j5� X15 BARS - N i- -(6) #5 BARS EACH FACE. CE. MIN. OF (3 -" - -- 5 3 BARS 7 BARS 5 EACH FACE). MIN. OF 3) (3) /5 BARS EACH FACE. ---- --- -- '' - - � - _(_• / RS EACH __ T.O. 2ND FLOOR -- MI BOF E FULL r0 BE FSIl BE FULL HEIGHT, 6L` ( ) A FA E MSI �3y -- EACH FACE. ATI�IONBE F 3 MIN.BFSL2 MO B SL2 bF FULL NEIGH (4) (3) AL'S LONGITUDINAL HEIGHT. HEIGHT, - - FULL HEIGHT. BARS FULL e HEIGHT. EACH FACE �- PS PANEL. PROVIDE TM OF g \ 1 -- 57.1 �� ); I 9 / \ 10 (3) #6 LONGITUDINAL �.- HTOOK EACH END. 10 .J S7 1 \• \, 7.1 /4 TIES PERMIT 12-?2,�D00 4) /e LONGITUDINAL )� ,\ ,\ ,\ \� 57.1 BARS FULL NAD1H OF` BARS FULL L\A WIDTH OF STANDARD VI DEGREE '\ PANEL. PROVIDE I AT B" O.C. 52.1 PANEL. PROVIDE90HOOK EACH END. (MATCH HORIZONTAL L- / I DA1E: 10.12-M STANDARD 90 D. L, V 9 10 REINFORCING) - HOOK EACH END. 52.1 4 52.1 j 9 - - -` -- -- -- --- --- --- --- -- _.. -- -- --- -- - 9 T.O. SLAB LCMECK TN 13) I D1LIMIVBY ARM 52.1 H4 17 52.1 H4 15 52.1 4 )4 .1 H3 1 2 10 H4 C NORTH ELEVATION - 10" THICK PANELS (2) LOCATIONS 2. - " 9 29 i 7 ©[] 2 23 LOCATIONS D SOUTH ELEVATION 10 THICK PANELS �■ PRw�cr.' 2oa497 7. 1 a "1 -0 2'' H3 (3) LOCATIONS 52. H4 9 9 S2.1 t�'� S2.1 Ht 31 Ht J:1 E PANEL- 8" THICK F SHEAR WALL- 8" THICK C �/ � RECEIVED 7. 2a ID f♦ 1 Z DEC 22 2" l�ol►-OR owgrr..tw w rrrr~ra / 1 1 1 - -. ...._....,r..> __ ..• .:- ,. ,,. , . '" .,:.,.+r+.new".,r.,...,.... ..,.'++.NMA4wwilr... 'BVI:...... �.....__ .Awe.-._....: ......• • - - - y+ rl,np,• y^Mwe�, K .,.T s F'e y�s�.ra r rrT� Ili 111 rtijTr10 . I �r~ 1 3Ux e • o �� I � I:t 1.. r.+rr+�....w.r..avr.r.. gWNr ..,, ._�.... - .w - �a -+.. .. ........ ,iw-.wi �"1^.,►..+1.��► - r ssy...,..., .w..wM� ,�, ..AA.�M-V,� ,y9.:.a rrt\4!. -. •. ..e.•....c.. � , M4.ltl+WlMre1, i... fir �yr. 3 �P 1.�rly(;• TT PIP 9? q I a a , a- 1 1 �i1C�� I �i�1L�`4 A I I �+ Alt I 2 I I I I I 1 I I I I I I I x j t� h 'Y • 5 \ 2xTsr8 73-03 LONG 901 .r t""'''"� 3 "� 'r � \' _ 4x54? 1 -06 L 8 T ' S x _ 2x61+6 23-03 LONG TOP ` = f ^ ,Tr , 1 •�.� �M.•t�l Ali'r0 Fe 0-r 8 Runs . Lap 2 09 2 8 Runs Lap 2 09 Each run cons;stin of: 4�4 1 -06 L ? Each run consistin of: MONS 6-00 012 TM TRANS 4x6#4 484 T@12 SEE 3 512.2 - fft'#jtwL'%2l - 4115 20-00 4-1188 g 4x32114 4-08 012 188 TRANS , . . . _ _► ,- - - -1 4115 20-00 �The 2x148 682 NOac • EIS SAS $ INS 22-06 8x6#4 4837 T@12 SEE 3 S/2. 2 _ a5 22-06 2x6116 6Ai nGOi( e ENDS - -I • 5r -I 1 50% OF RE INF SEE 3 S/2.2 - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, 1 1 0, 5 1 1 1 ► - -4- - - - - - - - - -- - .- _ - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1 1 - I I_ _ _I 1r.1 J_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � 1 1 I I 4x2N5 19-08 2-BOT -- - - - - - - - - - - - - -- - - - - - - -�' 111 i , 1 ,- - - - Q � 1 '- - - ! J I 1 - - - - - - - - - - rn Z _ , 1 " '-' - - _ 2x6118 34-08 LONG 901 ref - - - - - 1 - - - -,- - - - - - - - I rA , ,- - _ - - - - - - - - - - - - - - ,- - - 2x406 34-08 LONG TOP 'S I 1 Y p- - - — - - - - - - - - - -�- - - 1 1 ?x704,5 3 4112 TI>38 TRANS I ls�l4x2 it 11 r _ — I 1 I 1 a t - - -' '- - - -1 4x6#4 4A3b_L 12 SEE 3 S/2. 2 >� ,D (D ,, - -' - -' - - - -I L _ a- I t Z -4x4#5 17-02 4-TAB o c 1 Q r #t4@24 EW SLAB I , —I— - - 11 R uns L 3-03 FIELD CUT FROM: 0- 12 R s L 3•-03 I 1 °p �' 1 1210#4 20-00 '1 1 y�E och runt corns i s t i ng of: ' Each run Consisting of: 1 1I 1 306 25-00 6-T68 I ' 36+ 4 23-02 SLAG 4124 Sax f ss�••1 I 2116 25'-00 6-TAB Y 166 12-02 1016 125 ' 1 1 ,- - - 1 ,- — - � ' 1.b..E ova 0 �►. 13 Runs . Lap 2-02 ' 1 2x126+6 681 HDDIf a ENDS k F.�.�at o , I 1 12119 35-04 LANG 801 - - - - - - '- - - '- _ _ 25#4 15-08 SLAB 4124 t I 50'1 OF RE INF SEE 3 S/2.2 d j Exch run Dons i at i nq of: ; 9 Runs . lap 2-02 304 20-00 SLAB 424 8115 35-04 LONG TOP 8x6#4 483 T@121 SEE 3 S/2.2 ,,, Tir6.S 11 11 1 ; 184 16-06 1 1 EOCh run c�na I st l of. 1 1. 2x36115 1-06 012 Td8 -_-- 'L - I 2x6#14 4838 T@12 SEE 3 S/2.2 ; 2114 20-00 SL 924 , _ I1 1 t- 104 12-10 1 2x4tN5 8-0 4-TU � I c 1 • — I— — 1 � I 1 1 , ' — 1 ' 1 � 1 ' 1 1 1 1 1 r1— — 1 bs le-20#4 '-06 012 FTG PQM �,�Ic�:1:•31.111 I j i I r-1 .,r fcriTJC, f Gt S�'1i�.1'jJ 05' 1 1 t 1 I 1•— 18•-00 012 FTG 1 I 1. -J t�''�•� ' � �,•,�ftxn'�Oe c�h's 1 I 11 I NTO FTG 1 is erl>Iray f;.�,Xea"tl 1 arxbr 11 ' d. — — 'I I ' SIIt�1a1 I�,-e.^rh," A t -j rScsriB�f1 M'w- d I I It , 1 , „ , C1MIJSC:Gf r-rn r .:.t:y}y'.� � and 1 1 1 1 "•1'rd�l�.1I l+1�^' •' 1 1 I 1 1 ; c„� 1 1 11 I 1 ^ , rr•;71 } .'i• ,.rx:,IZ �f:r1 iX"7f Nr0 1 1' 1 r1101T'it ':Crn¢11$fRr. X!!f� YR.. •{dr•+r 1It)ia:nor: 1 1 11 I I 1 — — 1' ' 1 O vl'1lIC:'�I.v�yt►x,4E. Yt'M IT�nlrl!:"r,wj.. '� tSu:�:: � � 1 1 1! S rEP FTG - +' ' I 9#6 6 A 3 4 , I - - - ► - -' 1 +u+ rwnflJ ti hrvriiN 1"" ' ,, .w afl 'r [hYt O:iCr}'{r:�'.r,arL..tp .1t'l b11�¢a:9 wad � w _ I_1— _ _ _ — • @!1'j P411kr.l:i{y �2;$ VAC}: 111 of I 1 1 .F2:"rS:� ri13TV�• �.�1j" � i - - - - - -�; i ; i 1'144 111..,nrnh'., _•ESc3 h — — — — — — — — — — — i d3 G�3!I�Gia►.+ • - - - - - - - - - - — J- - - 1 E:y ... w op ' ® 1 1 ' -® _® I i i 2 x 8 Ruris Lap 2-09 - T I Q ` � ; Each run consisting of: ,' - " I - - - - - - - - L __I_, 1x5 20-00 4-T&8 INS 1-05 X11 - - - - - - - - - - - - - - - - 1 1 1 1 1 I IFill . _ - . 1 ,1 I , 1 1 1 1 1-I -I- � --- - - - - - - - - - - - - - f r r I I , I I 1 • - - - - - -- - -- - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - ' I - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - -- - - - - -- - - - - -- -- - - - -- - - - ' I 1 - t�}== -Xx445 16-05 4=188 - - - - - - - - -- - - - - - - - - - -- - ` � 11C - - - 1 1 • Q5) 1 I Iw I V 8 Runs . Lap 2-09 Each run consisting of: mc 445 20-M.` 1�M5 22-06 4-•TaQ A T G'�' ��'`�� RVIFYC OR ANT TY � � ; ; FOUNDATION PLAN ASIZE aW I 5 0 . 5 � . 1 t�it�i tt�ttw rtM,r�LLG dfi tpI ttt1�dltttW � e A7< ttttt*ttdfdlrN��/I�tttttttOR V AL 35�M 4813 MATCH SLAB — a�, ;�w,e,,,,.,,��,;,IV o ttur �tawtetw nrlw tttrl r /Ir Q Make Corrections Nom 1a OM tt � LLL ~ r No Exception Taken R�rd Only SAK SUBMITTAL REVIEW IL Reviso 6 Resubmit C3 ur ose of chee(In9 to 4 REVIEW BY SAK CONSTRUCTION IS FOR DESIGN W n concep ven and the des g INTENT ONLY M Btsa... - �r _ "I2- t� Architect's review is for the Iimlte pr action indicated, conformance with information g' SUBCONTRAr.TOR ANO/OR SUPPLIER 16 RESPONSIBLE FOR expressed in the Colitlact DocuR'e 1'�' Any DIMENSIONS QUANTITIES AND FULL COMPLIANCE WITH THE 000EM lO�'3�'� ect to the fequ'ifements of the e�psacoDsubmittals, CONTROL JOINTS 1 is subj and conA' REQUIREMENTS OF THE CONTRACT DOCUMENTS. REVIEW Deteiminir} the accuracy and and. BY SAK CONSTRUCTION ODES NOT RELIEVE dimensions,quantities,fabrication and technique 2. lot coningruc. .01' insta11at1on requirements, SUBCONTRACTOR ANDfOR SUPPLIER OF THE the Work remain the responsibll ty 01 the contractor 8A RESPONSIBILITY REQUIRED BY THE TERMS AND CONDITIONS �OOtIN� of OF THEIR CONTRACT WITH SAK CONSTRUCTIoI�. LAP: CONCRETE 5280 �INx MI required by the Gontracl Documents. ENTRY FTG 12 Ig REVIEWED D IAP: MASOMY 6580 LRS J�Tchitects, Inc. Submittal NO- ; •.�;,;.•.;� p REVIEw/ED RE1Al�AS NOTED TYP STEP FTC 5 Date BY 5',�N^ tA�11"s ---- F 18dirf4 4811 024 By Ic ax, tics w 108#4 486 MATH AB � N � V • - H N 912 2-TOP THEO BAR BND BENDING DIMENSIONS ft °�- 260 8-02 SIZE LENGTH EP MARK V TYP CD A B C D E F/R C'1 H J K U • 15#417-10 _ - +� T wtfrt 4x5#4 4818 CB' s S 5-08 aA2 2 1 -04 4-04 -_ - 36#4 4Al2 4112 6 4-03 F,A1 _ 2 1 -00 3-03 __ Z 10x1 16 '5 SF1 @A-B's • 6 -00 6A34 8 3-00 1 -00 3-00 �v� SLAB AT BALL 2 5 5-04 5A5 2 2-08 2-08 City O cigar x • 4 10-09 4A3 T1 0-042 3-06 1 -06 3-06 1 -06 0-042 _ w � B 4 1 7-09 484 T1 0-042 6-06 c^-00 6-06 -00 0-042 y - rte- � - - - _ - - - - - - 4 3-02 4A6 2 0-08 2-06 - 2406 - 0� �7 Cr. \L_SEE PLAN — - - - f T O 4 7-06 4 A 9 S4 - 0006 2-00 2 06 2-00 0-06 y ^` CALLOUT KEY INC E 244 4810 1 8x303 3A15 T •4 1 1 -01 4A10 T1 0-042 2-07 2-07 2-07 2 -07 0-042 . saw a-a 44V ml ,_ rxlc INCN�OI� 4 2-06 4811 2 0-OFc 00OFFY � 6114 4A9 3-EM 6004 4814 V �� 4 4-10 - -- 4Al2 2 0-08 4-02 .lu 0 e�k� x-06 �•f�► 101 _ _ �a 1-- Q Sllu�•r r-ao X01 EIEY PIT 8 4 4-00 4A13 2 2-00 2-00 _ silt o r o 4 1 -09 4 A 14 2 0-08 1 -01 p11�E ' Q 12NINS 1-i 9f8 w 4 5-00 4 A 18 2 2-06 -4-06 � • 0111 O 6-0 1�0 � 4 10-05 4A36 T1 0-042 3--06 1 -04 3-06 1 -04 0-042 NOTESt TVICAIU.N.O. 1d � • FTG AT EXT COL. 1 4 12-05 4A37 T1 0-042 4-0� 1 --04 4-06 1 -01 0-042 ED 3" CLR TO EARTH 5�, 0 7 n� FtiO DLAN O 2M04 S-0 14V In - - _- _. -_ ----- - ' 4 20-01 4A38 T1 0-044 7-06 2-02 7-06 2-G? 0-042 1'', CLR CO�MNS.BEAMS . 1001 © SNIM 4-0 9� wr 3 10-00 3A 15 T 1 0-04 2-04 ,?-04 12-04 2-04 T1 0-04 � - c, LAPS -------- LA C - - -- blimmALL REINFORCING PER ASI# rr" 3068-1 'OR A615 GR-60 .; ,. ... .. .. „_, p; � �y�q� :,u,. s�; .... ,,.xlr+wa".yc':�'ry% +hYt+r!!�"i u< "N{[W�•••.. ., w UL a � 1: Il i q�qy-�' 'a S ,� ,r: 1 +1 .� �;•�,. - �: Iva; :. N.fw..�r,rrrr _ - 't1 •w a 1 r rNa1..+waMMW.w+•:x,..._,++.►w._nra.'.M-{r.nw:yE:...1.aec+a•+11� _.aa.' ` twene_IN'+ iR.l Ma+YApG1Hwww,t...+waw/r111a�eb.. +u r ii, ^Y�la.•+we"iYgb•C+na.wl+IM.r."-rs—+�Ma•+-.•►w..�-.�alifl-.iC'+Nr.Y�R�1'.a✓�.M9�+.WYlkr a^14:•R�iO'i.rNr,N•WW1i.�r'+alr•IIL +._.ww...�tYAY.. ' r , sa•.a.Ma...,c a...vr+.,,. .�llMMY4-'+Rl.�wla.MM.i�.N�..' !MW"1r�R(,.'�'V ,,,,•�7:Lri.bM i.Ff „ ors��..••'•rn.+•....-*4.A..yean.r+ewwM`•. �a.eWlr��++mw'•a�a.+m�W�:'-c..,: - �y ::v.'.-- ww,r.•+w'x wwr'+I�rwMYx rww•�i•.wily..an*•.w+1a+,W.tir•ra.t,a•�..w:sl++uaw r:r' ._.,�•ww.w.i'►ai M"'"l.+a.l.sr.ww.• - - ..,,,,a+er.-+v'r•.rr+.•�„l•••,. ,,"”. , 1:�•. r .i• a. i L 44 4 4 4 4� 4 4 Q T9 - - CD 2 x 9 Runs . lap 2-02 4 x 2 Runs a Lop 2-09 17 Eoch 2runOco sisting of: W Z 5C r Eoch run consisting of: � 1�t4 15-t12 195 20-00 H W 2 5. _ 105 15-09_ Eoch runup cau i s op 2-09 4 x215 1-08 H !12 F-- `, v Jr ,; ----- 1145 20-00 CHORD �Ft�t.. L3 Runs . lap 2-09 I SIS 17 11 z Eoch run CXMS i st i of: 2x23 4 11-08 01001 W � J 305 20-OC CHORD -- _- - J � z IN5 9-11 SLAB x3 16 Ew 19203 20-00 � 1co+� 3 R L 2 1T �4x4�t4 11-08 H NTa,B a —' � �T44Cc� LA-f Runs op -09 5. 4 x 4 Runs L aD 2-02 W Cr � Eoch run consisting of: Eoch run Cansisti of: CC ' 3a5 20-•00 CHORD 1#4 20-00 H aT&B vEs 1u4 15-02 0 o b 4 Runs v lop 2-09 Each run comiating of: ROOF FRAMING A cr_ 21e LA. v 5X5 20-00 CHORD Ui 5• 10- v 1u5 12-05 a. 2 Runs • Lap 2-02 2 Rur>s Lap 2-Oi 2-M Tb8 Eoch run consisting of: Exch run consisting of 31 20-00 CH(�nu 1#4 20-00 CHORD N5a1 01- 144 8-02 11 1 12-101 2xTn A28 X5012 W 2494 5-00 DIAG NOPENINGS 204 14-00 a OPENING 2#4 13-00 a OPENING - 2x244 14-00 a OPENING 14 2x4 21-00 a OPENING 2 u4 21-00 ENING 2x2x4 9-00 a OPENING 2 2 6 8 ENING 2x2#4 24-00 a OPENING 2x4 9-00 a OPENING--+wMECHANICAL CURS 17 5. 3 Runs . lap 2-09 ,2x2X�4 22-00 a OPENING 2 Runs s lop 2-02 2#4 26-00 a OPENING 3+05 20-00 CHORD Eoch run consisting of: � Eoch run consisting of: 3X4 20-00 CHORD 305 20-00 CHORD 1X4 8-02 .. 1X5 9-11 2X4 2 a OPENING 34 24-00 CHORD I 5A!'r CHO _ 4 Runs Lap 2-09 4 Runs • Lop 2-09 SW �o•AIattT' Eoch run consist:ng of: Eoch run consisting of: 60W,t Ira 54 220 00 CHORD 2x2*4 18-00 a OP N I NG 15#5 90"00 CHORD City 6f Tigard App ov"O Plans By- Date pate -aw6-' 00517 w SECOND FLOOR FRAMINGA THEO BAR OND BENDING OIWNSIONS SIZE LENGTH EP MARK V TYP CD A C 0 E F/R G H J K 0 3• s 3-05 SA28 2 0-10 2-ot 1 a a . s e � • � >t IMAM 7�J 0*of WAS N070 0 ❑VVk er�r is en*ety rasp( ve!o'pFrtormswe co h!G prtdret(s). Ccvr a a," VC.r�arle cr,thre s±x,p 0 h Make Cor ections Noted ❑ arftwln�is dtuiiq thfs r"—A ,r:�:abevc carr`sc; rl r� 3 SY1�r u'a': 1f► 5 Runs , Lap 2-09 ftb Remrd Only u tmm c[K+��► `Wh r'- :'`•rr_ n! �— Stool,=tiLKU. TtNs w e a p^1P;'Cv "�JY�351.0!c,+ y' : 4 re.se Resubmit ;, " 1r+F r pCt TWIJ h., Each rWn consisting of: rn>�.� re;trz,r •'~ •. ti ;, purpose o} checking for corAC it�''= 11it5 20-00 CHORD A.rcn ' tS review inform,•, meted pup s�rlc)r3lt :nyt ,,•!r.t7r • ,,g ven a7�d the design concept �ttosx�urtrEYri�. Trre.:xta..ar._ ,4•�^ con cr a^ce�ti'an informal,1011 action indicated 4 Runs Lop 2-09 n 3t�3rr,e^•S�f.: 1#t5 17-1 1 k�ani wr,.•ism;�aL v expre ed in the Contract Documer.s Ary Each run consisting of: com*w *«�7 tom• and d' is sib ct to the requ rements et the Contract Documents. s®te.dn' ► �° `G his Mar1•�In�^,sF's end Deter, fining the accuracy and completeress cf submittals, ades; and pe 3#5 20-00 CHORD includ ng dimens ens, quart't es.fabrication and techr!ique! •msra;tar• 145 8-11 of co 16 truc6on, installaton requ,rements, and coordination w-LMKCONSUL7,1tiC'-ti°'It'��'J' SLAB X39EM f�A�� ' _'� of the Work remain the responsibility of the Contractor as (503) 222-+453 _ '�' t Date ZBy 1930X3 20-00 NF. L- requi d by the Contract DocuTents, 6"!t°� 4 Runs Lop 2-09 111P' Each run consisting of; LRS Architects, Inc. Submittal No. 395 20-00 CHORD By Arpp& _ Date -f- 395 4 Runs . lap 2-09 1#5 -11 LAP: CONCRETE 5280 Foch run consisting of: LAP: MASONRY 6580 5X5 20105 00 CHORD MIS suemffm ea 12-05 r�w ar iat+Fwa aoalntuceo�u.c r�Ist�� .� aaK Fannon ¢ W •- 00010 In MALL=Vim wN M =1010n OF mwwR OOOIwIA r W m l�R u.e 0011 w 2#4 11 -00 B OPENING �N >u��ao�sea�ir °iFi ao� vs ac ©- 2x2#4 12-00 Q ENING arlweFrrlc % z � 2#4 13-00 8 OPENINGcc 2094 5-00 X11 AG NOPcN INGS 2#4 14-00 a OPENING r►, � 00 2 x28t4 14-00 Q OPENING n7- 1'� r ,vz MIM 2X4 ?.1-00 a OPENING 10x1 16/5 5F1 0.8's2x2x4 21-00 a OPENING 2x2#4 9-00 a OPENING 2 2 Q ENING 204 9-00 • OPENING r Ll�n•L� � s 1 204 26-00 a OPENING 4X5 20-00 CHORD WO GONMUCTuw iS FOR DESIGN La CM - >- >< F-4 Runs Lop 2-09 2x1#4 22-00 a OPENING I � �'� M Each run con i st ing of: WINI � AND PJL COMPLw� IMM TM 3u5 2.0-00 CHORD ,, M wx � oN COMW °WT � CALLOUT KEY 40S CH -------- 15 8-11 'Y X5 24-00 CHORD ( I�IIMIir TMt ----5 RUnS Lop 2-C9 AM comma M.re oAasrlwt RS! T ach run , wt erT10�91G�1f E t i f �INAK TRIC MR Ip[M-vQMO �n con 1 s ng c. � ra f3gas a F1� 1-44S. 00RAFRVXaRMuwl�r °i�lsIla 11 u5 20-00 CHORD � �MNlo wuME U 1#5 17 -11 SIAVat ST , a+ WAK WE COPY Tigard NOTESS TVICAL u.14.0. Plan;: 3• CLR TO N 7 of 7k 'W` FNO PLAN THIRD FLOOR FRAMING a y E� 2• aR To Fogs 3• �.._.. ._ >Ir�• aR�coLuws.eEws ,,..,. 4i06i 4 /7 �Y �i� 300IND PER ASTM ~ 3068-2 ... .MI.. .. .r •H. -: '1,43Y:F aYU`1rVCNIM.. `�WN•R r. - •.r- t � , ,, ; ., , A _ , _ ,,• :, , ,; • , . :• • Trrr. �_.rr. rtY1• rtT � r � i. rTt �- � 1. � riiii , , ti ! •' �� n'i191•°':.ar44-1 . r` j � � � L ' M � r r ;'..,. +aw..•..a, svurrr►•or wwrw re«•rYrwW.Mitx ,w«I.il►. y,••, . •4+.�rw—rN+^ur•.r.+lwwws—.r;.awRC.e•a.•Ac^:•,ww..:'r.n+1.,w.s. Al ♦ y�y,�q, - i; �• -r.ranw....rAk,r.ar..wwa�.^wi.s:-www+..ra..-+w«.r,n�w..w......,.••?-.•e.srs:.nicr+N««,.In.Mitil�hr�Rw►.•. r +. - - ,..., . , ,.,nye^"!a.1P: aaC��•+MfFOrMrl�+U�. ^'+:o•y�w•ya� NH'b.w+rt^,VM•�s• •}*... .. I.N'YIV.I.•�Y../..i�'n, ,rlt..•'•.l-.'4.YT,.._ N•Y '•�:'1'�1!YAM�Y•.A.'•+. w.w^., .Y•n _ ..Mm•;.'nM-• '�• .•1C1iNYMl,M.P.'."YJ,.�.Alut7••'/.M�gl! .Yf'.+M1. �.WM• .K'.IM4 r.•'1YYAif�t•'+.w,IM).' Iw.r.�rw....0 �wl•.c�PaiPlws..•hYY/�MIflI1H.9w: ='lVUilt•:J�� tra:•rs. bay+• '+0rw�t•s•M�I�Ah Asa+•.Wf>r•..etrvnr 'au..Wn v�r' rN• G rA JAN1407 TAPPIMAL I �- (ID IF 3F 4F>—� 22'-F_ 28'- _ 1 30'-0 28'-6 ' m F G _ 15'-0 15'-0 15'-0 ' IDE'T'L3Ra'P'ATE� 1 -1 • . . � . . ! c� 1 r. •- _ A - '� 10'-1�h I IT'11 I I�► L 9 zf I NY LEI TIE 901 r t — w r A - A 3 ABOVE BOTTOM OF FOOTING 91 Y OK i E:L (-10 ) ELI( .11.0�) I DErt a TOP OF fQOTINQ CONFIRM CONTRACTORI � I CONFIRM ALL BASE LATE E I I � �.EV`S AT APPROVAL • INDICATE ANY CHANGES ON RETURNED DRAWINGSLEi I I ORI I I I DIMENSIONS WHICH LOCATE PANEL EMBEDS I I E2 CIII� �3w ABOVE e OTTOM OF FOOTING IDET'L 5 ROTATE 100i MUST MATCH PANEL FABRICATION DRAWINGS. DETL 2 B - B 9 2,1 N3 I DO NOT INSTALL ANY EMBEDS IN FOOTINGS �S • UNTIL IT HAS BEEN CONFIRMED THAT THEY WILL t � MATCH PANEL DIMENSIONS. _ I CFTICAi- TOP OFA TING I - 7_ _ C ' .'_ • EL (DEr10 I I �_ I � ( � f J b1dG!(:c;rreC . Nr,n DETL a ;av�,.e S RcR,tt•^'..t J >aec�ra Canty EL (-1' 4") I EL (-10") EL (-10") ! EL(-10") I � ' �_G 1_L � , �'G�t@Ct'S �eY BW @ rrr t;,Q 1•^`lPd p:J';:CSC Ci c'TbCtt�B 10' �� "� T L 3 \3"ABOVE BOTTOM OF FOOTING a !, I I EL (-10 ) conto!mance ?r �ni;,rTa:wn�,:�en ani t t daslgr•concept ' ( , sx;arF�ted to "a Contract tee coy ac .DTI c rrnewd �1f r �� • '+ct Documents. CONFIRM SAY O I 9�?•1 Hy r - C Deter•r+ni-g t'+'+ ace.ra• ct aud 't!a's. K I � 1� (6ET'��J 1��TA�1 ;r�clC,n,:di,!,?,s,c'�: I1•an:;t.ef,'3:ricat::;r and tec' :mcues 1� ' aD I I I k F1 of t;e ';�.rk ce-'a n t• a •cs the cont'actar a,, 0} CGnSta':Ct':1r. `£:a' 3'IJn fCQUf!@r^@atS e7'ld C00!:.I^AtiOr ' I j r, ` , !equ!er by t'^a"c^trt,:t 7ocu~?ent@. `'7 -._..-._._ -, f / LRS Archit,,cs, I!�:,. Suhm;ttal No. I \" I ! ! 'a -- ;;R TOP OF FOOTING °v__ - , --_ —� C Arm—, ..�., r-✓ I I jV CW-1 vendor Is wgr;* of mrt!*c':`•r•w"-we of his ' ' I ----•1 �'Jt1�Ut7I{.D! i.?I:9tis,YMt:r p a rlr'k-;N alCk3 P,itlC,':;p � I I I � to 1 ci I s- - y- dn:,:inpr•.�'..:'� ,s:wr. ''?r, .yNcW iX.r1h'14;:Cr � � ktmG>rr�:i•. y. C I s u is ' l,fit n'r Ntr. I Jdnr,► T .�7 ' I I / �� i.ClflftT'h"1176 t''M' 't►, 1F!•P�i .1V , I.r•Y-`�>�'.nt. ' f — - — - — - — - — — — - — - I ( 3" Q�IYiMRC _r•tv y. .••� .r:..".7 C"K!:: s R�fL'-f:f: r - - - -- - - - - - - - - - - - - _ _ _ - - I I j! 3 ABOVEI�TrOMOFFOOTING eE►•!c.`4ra. rS::''_C'!", :.(L1'A9P.f, ' }u.Y?^11t'9R Of DETL4 F - F I .,o::,.1.,_-•,.;, ,J,, :: •.. ,: ,;�!rt+trr tsiGdb: find o:il relr'!i w. lYJir-ni a G:.iG bn, r \ I 9 µI ar le!>scorlr r,ei •. , V I I I DT's 8 7.1 1'LMK' 'iSU�Tti:, _ DETL$ DETL 8_ ��I^; 4; EL (-1' 4 �" � I EL (-10") EL (-2' 10 ) /-Z?-01 . \ I E L (-10") I — Da,A Py -T `�'- —- - --- CONFIRM SAY OK I I � I �l C�� Sf� EI , EZ IIRQTATCIEUD - � TOP OF FOOTING ' __ OPUS SUBMITj�•gEy�( I - - - - - - - - - - - - I — - — - — - — - -- - ='fit_ - - - - - - - - I - - - I � M N — _ — _ — - - -- - - wnosM*TWNSTCOWRx:na,u:f6FMOFsfa@ffeR I - — - — - -- - - - =V'I�' OMIT SkSCOMrvA'!OR Atj"wralp a rj(ftjF Fop OefjN0M Ot M Trf$ W) RAI C0IRWCE WH r1E N[ajra EMn OF I ' - ( � CON"W OIX.,MWS !�W:N w ru!001rM ti?. LAC OOEa n0F fld�E i11@COM'MC10N AN" jUppM OF n* ja of gan I 130-6 15'_0 15'-0 - - � E E - E •'LLQ AND oof@xnn� OF A« oorfaMcr esnf I I , I ! lFT'L 5 cmu I I � i 10/,��•( � � aaf� 41Uft IIIffMTlill• -ZI�o-d BUILDIPIG A PARTIAL ANCHOR BOLT LAYOUT CM b-1 TOP OF FOOTING J _ �� I AN, 1 is 2007 CD CD r 14 0'1111- AMU I 5 5 -� C�i� 7 7 �� 6-1 - — i M 15 �^ —� 6 , � JA - _ /171W_ Fab,Inc. 6 i�� T-n s a M steel frn ^W % DETL 3 ABOVE BOTTOM OF FOO-:,NG / RIE C OV I 0- - - - - - - - - - - - - - - - H D -Q �ba'7 5•... u �� off s I��Y _ Q y ff JAN ,- x!197 errICEcon pilus Plo..Ofd B A m @r6BL I'ASRI#At/IN, 1w. Clt1� ^f TIgBrd I@66@ sr► 604 Conetru�^ - -NOTES -► g Pians i"i►asewN 67e66 I I GROUT ALLOWANCE '2" ALL BASE PLATES ;_ f)�tte cusroalER OPUS -- - _ OETL 7— 1 Md. ��-��_� ELEVATIONS GIVEN ARE TO UNDERSIDE OF BASE PLATES _ T� PROJECTION ABOVE CONCRETE FOR A701 ANCHOR BOLT IS 5" P1�jd—��J7 sm*uw ERNNO CREEK PLACE PROJECTION ABOVE CONCRETE FOR A702 ANCHOR BOLA' IS 4" TITLE: BUILDING A aawM er Op affcO er d►tE ,toe No. No. ftEV� DATE REMARKS �M:otfofftrloo? 403 El — __ —.. . -_ -- — a vp:a,.:; u;+:+:..iae , -i'a+Crt-:iN*^jE•,.P .e;.y'kM a ".�'«I:t:1(Arry}. fVr-''tY'St`I ""1..:_t1�,!'"'o+�''R`9!•'NaF'.!nYP? �tj�f � 1'� {� I � 1 ( (i I t s r�t�r t�-r�r l l•I 1111 T-t i�rl rrr t�I:I t�r I I I I I I I ,;.;�. I 1pow o I ,, .� ll t1�111tU11�ll11 lll�llll �_ • • w.r...:....._... ..... ... - ... ,. - . ,,... _ - .....--- ... _ .- _ ,... -,-•- .... ... - ... ...- .... ..,.•.a«._ _ •• .. - .,.,n t w..gr•,garrep„r,. +ra .<...ss'. .w.». .un.waka...n...•.I. .•.>, -y„e• +MRtllr . lewwlrn•..vrlw :.rw1Yl.a+w +aw111M1 -wc.. ,.v .t a ... - ...as:-. ,.. .... ! .. .... ...9ae. .. - - . : [w.r. Yw.r..... w,n,viCrwt16 711+" ,pAalAMi11•. .,..?.+-+.rrrt _ _ -wrana.. ...,r, ip 7' , a FY, 4E. ?Srt "a=4. Y'.1. � A ljmiw I AMIWVA, .9 I I , Y CRD . -�j 7 ' 1Z'-1 30'-0 ® 13' 3 �'-7 10'-a! ® 3� _ IV-4 f �'•�o s - 1F 3F 4F607 � tod OF FOOTING DETL7 poY 12'-2 151-0 __— 151-0 - - - - - - - - - - - _.rte - - - - - - - - - - - - - - - - - —�� - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LA DET'L 1 3"ABOVE BOTTOM OF FOOTING A - Ar r-z% Wa% o'-3% I Y C NFIRM SAY OK 0� -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PF-)l cam z i I I I I I DETL 7 � Y I I EL. (-1' 4 T77 ®- ' - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -!- - - - - - - - - - - - - - - - - - - - - - - -l- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. - - _ _ -- . _ - - -- - - - - - - - - - - - - - - -� I ee OPOFF a I I �� I EL. (..10") I EL. ( 10 ) EL. (-10"� EL 7'-7 �pFt N1g DETAILS I I I j . ..._� -1 GpNF1RM pCAT�pN ...J – - – - r— AT K ' I N 1( O Y I I I - - - - -- - - - - - - �-� - - - - -SA — - - - �F] —T ! I ! I I D T' I ' T B B I ! ! Y ! EL. (-1' 4 IY 4 I - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - I ,- –i- + -I – - –' - i DETL 22 3"ABOVE BOTTOM OF FOO�IIQ CONFIRM SAY OK I �B E1 CONTRACTOR EL. (-10") Y ! ! CONFIRM ALL BASE PLATE ELEVATIONS , INDICATE ANY CHANGES ON RETURNED DRAWINGS I I I I z I rL 31 r r , ! I ! ! I ' ! I 3 TOP OF 44IING I FIELD LOCATE I I •� I �� SUMP FRAME I � � I I - I I I � I � an I — • r C �� r • I ' I ! D L 9 �'�9 DETL 8 I JDFT'L 13, I DEIL 8 ! DETL 7 � . I " I (-10") . �� I 11 11 I ( 1 EL. (-10 ) EL. (-10 ) EL. (-10 ) EL. 1' 4" I ! I I I 'f 14'-10 oETL 3 3"ROTATE 0 -E BOTTOM OF FooTIHNc� FIELD LOCATE FOR ELEVATOR DMDER -- — - GRITIG I 14 • ® I CONFIRM SAY OK DIMENSIONS WHICH LOCATE PANEL EMBEDS MUST MATCH PANEL FABRICATION DRAWINGS. ® DO NOT INSTALL ANY EMBEDS IN FOOTINGS I I I EL. (-1 401 1) I �, I UNTIL IT HAS BEEN CONFIRMED THAT THEY WILL _ I ' , TOP OF EQQBUG I MATCH PANEL DIMENSIONS. FIELD LOCATE FOR ELEVATOR DIVIDER _Y ! CONFIRM SAY O – ! VETAIL I I I r ° �� I T-7 EpNFIRIJi t Gp`Tlpt►. DErTNIg �, I I -QErL � I AT SAY OK �-- E� I EL. (-10") EL. (-10 ) Y EL. (-2 'i 0 ) ! EL. (-1' 4") DETL 5 I— CMD I I ' T-2� 9'-3'h 9'-3th � _-- _ I ,. TOP OF FOOTING I �ET'L7 ' _ - - - - -- - - - , r eh , �CONFIRM�SAY OK �� 15 3"ABOVE BOTTOM OF FOOTING r D - D ' I 15'-0 151-0 151-0 151-0 ' plc , T' I I I _ ---,- -� RECD JAN 15 2007 JAN 15 I I I I I I NOTES 15'-1 •'-10 I I I I S&M Steel Fri km BUILPARTIAL_ ANCHOR_BOLT LAYOUT GROUT ALLOWANCE 2" ALL BASE PLATES o(L I I I I I I ELEVATIONS GIVEN ARE TO UNDERSIDE OF BASE PLATES AafA PROJECTION ABOVE CONCRETE FOR A701 ANCHOR BOLT IS 5of L �) 7 7 �►� PROJECTION ABOVIE CONCRETE FOR A702 ANCHOR BOLT IS 4 I �� 6 � 6 c ,� JAN �. �► 2001 5 5 c"Noul / - e & ,v ousi rAmMArtem, in. 6n9 -OR rffu sir sib jV`fh Nj ORROOM !!Ni - - — - - - - �— - - - - 0— I - - - - - - onus srnu Tm: FANNO CREEK PLACE — mEBUILDW3 A __ urwMfr c� aNc M wn "NO' Mo.NO. �v or►1E I:Eiw►�Ict� �n n�aaea Dov E2 •N�,,.' •` 4. - r .l"_ f : ��t'�i ` u r ,rppae rKm•- pA .. ...,. .. .. .' ..-2v..:..:-,tia/eMRY.:iz.rr.:'+M.rrM4.SAYNM(V%IFTK{YSr!'S'!IYMRA -_._. KW{Y IAWw4'+a -. w. .....e:M1Wwi.vWA+.iY`A'M!IH .w• ...:- .riy - i'J+ ..•S VY'NFlw.. - M.:,►.. .. _i � arsw .A,.... .w. +.. .a I•t • . :� .. , , I; I ,1.�,. i 1" 1`k'1 1 1 I I.- 11 1 I T T t T 1 I Y 1 T 1 1_ 11 1 1 1 1 t I I I � � t i a oY �I� i +'' I� 1iY • ,� 0 F .:��, • �., , I J�iU 1 ll�llll . z s �k • • , � .re.9 r.ra .r.r.'n+a.+Y-V.• °aW:" �1._ :..,. n'., , ...-,1m,.. .'- .rrsMY'•.•v'JNM1Irr+.MY9N1011r°4rrrr'+.,. •rfllks.wa►.:.gCu.-a.9s•'..:,.Y... _ _ v+Fsur-a,Yq..n'SirYrl ..Ysa+►,.».Y:rYi+•vara.,:..x..riY. YY. I.q+.'YrIM..r'!A'.>w1YlY.'lMR. - ..._ .. - lay.a:.-'.::r,.rY,IY.;...YA..; .:Yr6Yr•-.Y+rM'.rMuw+alYs-,M9rrs'"::1i .ur.• ir+:r.bw1+'1 +.,Y.. - .I .rrri^.wrae+ru _. ,_ r..,..+.,r.. .+:..w.:.:.-,.,rr...n.we..+w»+nrreM►• !Y-wrws*rwrrr.rr.+.. e-re wl...rr.•+rr.+wnc>-wn's..r.vwrr..iwe+..••w►rttea.era:.c.,.r......Y,grericr-:•.r ca......,,,..:... -.u ✓s:..war.wr.s.,._+w.rc--- 5+ -.ily n nra - .vw-++... .rar..+rruunr+. - ++twr..._Y . q,leY. ar -vrs..,Ytr,,.r..Y-YAw.rs . MLywr.J..,..- ..;.atYlalr. YUY"MMIr- b{S1.rr� - s' 4c 1, C --- - -- 22'-8" 15'-f!" 28'-6" 30'-0'" -- -_-._ 28'-8" 7 iS � 2 ------- -- --- --- - - - - 1.-8" 1'_6• 14'-3" U Q 9 Z9 `=1 O -- I _ V1 N e 0 O ., This Wall: (30 O l' This Comer: O This Corner. This Wall: �2� 3 4en en. This Wall. This Corner: ( This Lnd: "'� .r► � TOF .41'-0 • T 632 TOF .41'-03/z" TOF =40'-9" TOF =40'.9" - 5 " 3/4« 3/„ TOF =40'-9" J TOF =40'-1031" '� TOF =40'-a" N N L 5x5x%s �6� 29'-11/g `29'-11Y4" __ - 4 _ 29'-115/8"_ --- - L 5x5xs/,e 4'-11Yj" 21'-6Y2' 14'-234" lj 4 Q�106 3'-63/" 3'-85/" 3'-85/" 3'-63/8' M 1'-OYi 3'-4" 3'-4" T-0Y2• 2'-6' 2'-6" 1' 1 'i 1'-0" 12'-0' 1 -zY4" 24'-11/" , 6« 2 1'- t4 g e 22'-6" a24'-1134" � c 11 •• `+ + \ 3spa®4'-0- Verify that this is the --- 6 spa®3'-63/.° - - -- 6 apa®3 9" -- -- -- spa@3 63/`" - - -3�/4" 1 0 T I T • • ° • `N ■ ■ • , � r 4 correct detail. T I f �N a' " o ■ •m • • r r r in ■�- Q, r �1 �r r � r � r r. r r e- r r r tl9 r r r � r N r r - \ QQ F. i t I r ••- .-� T Q 7!^^ t� N jn M r r 7 7 \� I r vii I 1n\ I u 7 7 , .m I.� \� I \m a �a0 M N CV �'- �' r ^ r r r •- r r 11� r r h r panels running sa4t�id pp iV Q, N ' {A °P r `� ` Y rD t`O (d aD (p V1 t`D m ` Kl (6 r t0 (O r D �" (O n, (D (O tp t0 r (D (O (p (p ((O 0 rD (D � � ^ � r {p � � (O (D K /� 42'-V " O IGO dJ WeSt• 4%•4• r c� a c� N M (� r a f` a r (�' r N r (� `� a n+ M f11 (� '► �" t� r c� r c� r c� N 111 N M N f�I FS TOC 42'-4" M M 42�_ 41'-3�9 I r r r• r - _ 42'-4" wl 41' tt'z" - ---z _ 41'-0" 40'-10` 40'-10" - _ . 41'-0Yp" _ __ _ _ 1 A 39'-6" � 39'-6" - -- 39'-3" 2/7.t A 3/7.1 38'-3" 38_;1" 38'-11' 3 F.S - �� 39'-3- FS\ 7/6.2 b i \ n Lowered e F:y 3rd Floor embeds L '°__ 0 o miss spaced the same as jot bed \ 0 the 2nd floor unless I (.1 \ 1. notedC%l - N N 29'-6" \ N N `" N 6" a v v v v � 'W a .7 3 3/7.1 28'-0' 3/7.i FS 3 (�3 2n r A 28'-0" 28'-0` 1 P 'r a a a a a s a a a 3 a s i a a = a 29'-0• 121 28'-0' 217.'1 A r r r r r r r '- r r r r r r r r r r r r r r r r r r r r �- r r 5Yz' Siab/[xc�c- 26'-6• , r ` r 26'-6• _ ■ ■ - --- 6" ?_ ;�17 1 2/7 A r r I h, No Slab Bars 2/7.1 A 3/7.1 I 1 P FS M, zN ' /7.1 :3 C14 4%7.1 /7.1 Q c 18'-0 N 18'-0" v 1 -0"_ v v v v o \ �.t �.r v ry N _ g 14'-8' 2x7.1 A r r r 3 (a to 2P. A a v a cls c� a d (� i� a t� 3 t� V N d 14'-6" 3 t1� 4 i� 3/7.1 14'-6" 3/7.1 FS 14'-8• 14' 1 P - 14'-13 (3 (_0 U m ■■ r r r r r r r r r r r r r r r r r r 53/2 Sfab/Decdt 13-0" T 3,1.1 13'-0"_ 2 1A 1310. - - --- -- 1A 317.1 1P- � -- y � No Slab Bars 217. FSAbr7 - .m b) i/L/�f� 4 U9 7 r r I s�w�i.Y `` (Q r N N T I ''-0• -0 1 2Y4" Z l 1 5 a 4' 9" 19' 0" 4' S 4'-1 5 4 a 5'-0" 20' 0" 4'-1 5 4' S 2 - 4' 9" P C4P /g" /g" P /g" /g" 5 paC�4' 9" 3' j 6« 2/7.1 A 3/7.1 317.1 1 A 2/7.1 P a t8 0" FF FS 0• FF 0' FF U FF 5 V • t• y, O -t'-51/4' - - - - - - - 1'-5Y; - - - - - -1'-5Y4"---- - - -- - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - -1 -534\- - aa`" Slab Bars 10/2.1 - 10/2.1 10/2.1 10/2.1 10/2.1 3" c psr 2/S2.1a I 10'-9' ES 7'.1• ES 15'_0» ES 15'-0" ES 15'-0" ES 9'2.1.4 g x o J M,•,ke Corrections Noted all panel8 Note:Joist/Beam embeds No @,c�ention Tn, 1 ( w f 11188tT CpMAR 11G 8 tiller IABIr S located by scaling. locations to be verified wi Framing Shop Fevis, &He>:ut„�,t AtY ailRlwdsttlO it Recess 1" S r•- y aMrs1M AND atu o0n1wf0E min TA treolln r►s a TA 2'_g• €' J Record Gnl � • �T OOp 1 *MR IM Me IMIIs#tiT. LLC Dmf IV -�f'- -, g Drawings. / ^ .hrchi!ect's: rr;vi,ty i.. for the limited purposA of checking for i m MUMMA" me= softs o Tw avolaasm 10,2.1 " =U'T ,��,� txpre mance rrr; '' `c,,nation given and the design concept aai Gino it•LLC e NO =MMM a TWM * ES t1►pfF3SPd in 1144; �;nniract Documents. Any action indicated w I s %ftm r . C0�1'R' •��I�� pQQ-rAl � �T� DINA�..*„js/OAJ s s subiact ;o ;he •t�q;,1rpments nt tt'e Contract Documents. P` DwGS. Deter�r. t,ag thn tc:a ecy an;f camp'ataness of submittals, _ - 4 S �" nciu,�ir*c; ,n ens;uns .;u.:n;,t,es, itbncat,en and techniques N '"- ' � W1F 7 i 3 0 ` g tk const-t,ction, ,nstlilation requirements, and coordination ©Not Used I o g_ o � 0� ` ,.,,r Work. ramain the respunsibihty Of the Contractor as OPA 1Ma�TTAIe c -_ '�+�-id by the Gont•act Documents. ' lKS Architects, InC. Submittal No. -� " » - --8 -_--- �,--- _._ Date _ _. S �] r�v+rv� L) --- uu,Rtsut�Ir 28-8 30-0 28'-6" -1' 6" CCORSECTMS AS NMD 10'-8" &A O - - - VWxbr w anthdy to, 3rr U ��+ R orrr,ange d nls 1'-6- 5'-0' 20'-0• 5'-0" 1'-8• PrOdud(s►. rorreaim a crxrvnsrft rnvw on tl>'s* /4 %LO5'-0« irinps dud%this ravtaw�1c(1Ut rvty�,XW* ,t0 r _ -- -_-- - �• I oonbrrrw,or�wfet the r("(?uban0nlK of t•r nntwtr,as•rxt Tl` - �dflCeTTiy `heCk fit Mry M,r,�.vwivv o!�t+er„ 0� 9 I - r A - T � ** �`�(xnisct era ��OOrttplr*r,4p� rr!�r;r►Avr�OMx' In 1hE I --� aOnlrtsd dtkxrtrrent5. 1TMR nJ!,in1r:+e,r r,-cobble r -� Omtxry*Q AM� na ranciltlar,and dr 0 - 9 10 11 ten% fab,.;etk n Procr,a+ea and tsxxtnrquas o 12 This Wall: Thus End: I This Comer: This Wall: O O 12 This :� ,:oua,sRwlk h+e wrxk.wnt,thef d etl timer This Corner: This End: ►a r�txi pt!rfrirminp hie work ,n a sate and TOF =40'-9" 11 TOF -40'-11 y2" � TOF •40'-9" TOF •40'-9" TOF ,�� TOF .40'-103; TOF •40'-1034" `--. 3 » 3�» 20'-0" L 5x5xs/,a 4'-11,%" 29'-115/8" /4 29'-11Y4" �4 29'-115/8" VLM,' CONSULTING ENGINEERS L 5x5xs/,e 9'-111/4" - --- -- ----- -- - -------. -. ,_ -- - (503) 222-4453 --- � 16'-6' 1'-9' 1 3,_83/8" 3,_85/8.. 3'-Or'a,. 3._63,8« - - • 24'-11 24'-11? f9te J •_4 • /4 22'-6' - /4" 1' 6" _ ? i3y 1 -03'-6- 2'-3Y4" t' 11 Yt" ----- ---- 3'-6" Q_ ,...� t'-0" - - E 1 �" 7 spa@3'-63/4" 6 spa@3'-9" 7 spa(�3'-63/," a r O r - ■ ■ • N e ■ ■ ■ (O r in C r r `6 I N in -� u) •an ' r`mo� N v aro 41�-/2/p" r , r r r r �- ,O� r I, r r. r r (n r N r r r r .r� r h r (� r r r r r (/� N r r 10/6.1 �-8• a a a <u (o ry (o co m a ua (o (v ro (� (c �o ro `n (o (v co (o �, (o cti (o cv re► c (,o (o (c co ui io 9 / r? � 42'4" (p FS u3 0� 42'-4" a c3 c� a o3 t`l (� N i�l r3 a r i� 'T iN r° (%� N N v`� nl a �� a r`i c3 a, a o`� (v 42-4" iv 7/6.2 • 41'.113+ 7/8.2 7/6.37i j 1 7% _ r r r r _ - r r - - -- - r --- » --- r r 41' 1Y" --- 40'-10" l 40'-10" 6/6.2T 2 T38'-11" 38'.11" I i � i ■ -- -39-'.-3"---_ - - 4- 117/8.2 718.2 7/8.2 -- - - - 2/7.1 P . i 1 313'-3" 38'-3• 6/6.2 38'-10" FS 6.2 � 39'-3" 12/6.2 FS ` % /7.1 /7.1� ,' /7.1 /7.1 - FS 0D N019 IL r '' N r � l(7i t °" /-�uV�1J �� •.,1� t.�8" N o, a t�8» w' N a in t=8" OD cMv r' Lou N \t A• N N N 1� `tr N N !� N N n! i NCY \' < a ** a a a 29'-6" 6" e v a (� 28'-0" 28'-0« (a (� 28'-0" a iV r iV a N ``� a a a iV v - /f [� - 3 3 1 ^�� r r -- --- r r r r r r r •r r - r r r r r �r ■"- // t P 28'-°" .1A r- r r -_-- 28'-n" C)B `J -6-6"�� 8'- " ■ i ■ ■ \ 1'-6" pa@4'-9" .'9" 4' 5/g• 4' " pa@5Uj '-0« 2 , ., -1 g/e" 4, " S Pa@�4' Q" 2 1` 6 0 a• _ _ - - -- -- - - ---- -- � a 2 .� 21''0" 21'-0" \\ / • 7 4/7.1 /7.1 4x7.1 4/7. j q� N \ N N N N / N N r r r r r r r r N N N N N N N N til N N N ' r •► v v v v v a a 16'-G" 160" it a 3 i1 » s3 <3a A iv t� t�f r`3 t� r3 -�' r, r� c� 1 P 14-6" �'9 'A - � C\! -_ r 14'-8 14-0 r r 14'-6" r r r r r r r r r r r r r 14'-6" C11 1113'-0" 3 0" r r 1 _ 1'-0' 17.1 P 1 A7 7 { 1"0. o c ( N \ ; •. �' \ / (n 2'-0" -8" -s" 11,E-- r r r r N Q fV r CD 4'-33/ r r N RECEIVED spa '-93/41' 19'-03/4" - _33/8,. 8 Y 4,_ 1, CIA ,' s_" �,�.1�. \ FEB 2 2007 To 0" FF 0" FF U" FF 2/7.1 P -1' 5Y4" - - --- - -1'-5Y4" - -- -1'-534• ------ - - - - - - - -- - - - - --- - - - - - - - - - - - - - 1'-5'.�» - - - - -- 17pus Northwest ---- 3" Construction-OR 10/2.1 3 3" --- -- 3" I t 0.2.1 _ 1 U/2.1 10/2.1 10/2.1 _ Slab Bars Q12.1-4 10'-0" ES 9/2.1 4 9/2.1-4 '- " ES \ ES ES ES9/2.1.4 at opening 15 0 15 0 IIIEEE--- t °. _ w-. �.. �..... ............ -».»..., .- 9/2.1 ES ES ES ----- - - -- ? . vta "t .E;1�.�.L"A1! E ES Flecess 1' Recess 1" Recess 1" RrVMi BY SAK%;ON5TRUC1101�1 t&i OR DESIGN Recess 1 Recess 1" 3/S2.1a 2' 8" -- 04TWT rr C?lGt >_ r JOISVBeem 29pa®9'-6"•19'-0" 8'.8• 3apa@7'-7Y2"-22'-1032" 2spa®8'-83/4"•17'- 2. 5spa@ 5'-4".21'-4" Coordinate #rt tut, „ ,s�� c s� + e, vri t 51.0» 10/c.1 ------ ----- - - -_- .- -. _- _ ---- ------ -- - locations w tl�k•a!ittka'�A Qtd�?rttu� Ndn rtg.t. �M,Av" wi,4 T:4 /_ 'T1 7� �S Embeds - -_---- - - --- tP �.� / 1 .8 Framing S �*u»�A�:i"WWI41 flay , City of �•igaf-d MAKO s-W' " PKIP"�11 Irt•�'!�`�f�11 t!M' 'h+f DATE.- afrW)NK=.,env l rtll :w� tnr � nm" AM r'i*u Approved Plans Q 4( $r 02/19/07 ----- V66 C t wJ(P ! Of 1540,V, ~Ww SM tXV*Ttu.•1Cr 08 Not Used ( '` "07 rl�gtElY ,G' 1't'flit►t1CtlY t By _ �t � REV M!&1TL,! 111!r "a%1 ` r� i1A �L,Rf t1Ai $qf .204..(0.S/7 �er,�1 Orr I SHEET --------------- FILE FCW Aar �Els ■ ll - . y. a - ef•-.".nrfri•C. 7L♦ �.h,'UR'.• 1 r .»-,- do fi" :�: � t �� r`i • r � Irl �rt I, . ; T� T'r � ii• ,irltiiiiriY -r ;Tiril � ItrrrT rIIIII10 - �- - • A � I � i. r � I 1 >~r n � � r rel 11 r � � � � i � � � �� 11i , � � i i11n � i � , �. ft.3624 '. i � i � i WI� ' l�' llll�il llllllllll - • � `��. ' . �11 lll�lW [l�lll lit Illlll Ill illi/ lJ�l , . h 4` 116 i'...• ` r: .. � .. - ... - ...:'s.,+4; ,oaf•R. 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" rtiy 1 --- - -----11 ---- ---- 9 ---- -• C - t'-8" 11 _._- t 5'-0" ;- ----- 101-8" E _ 15'-0' _-..-- 22 3. - --- 5-6« - -21 -3"- - - - --- ----- 10" 1'-6" 1'-0" 10" Grid C: 1.61 13 0-- 13 lir 14 15 106 This Corner: 16 17 -09 '� 9 This Wall: 14 This Co • M End of Panel: " End of Panel: _ " This Wall: 15 This End: 18 TOF =4! TOF •41'-8% TOF -41'-9%" TOF 41-4Ye TOF •41 -4Ye TOF =40 „'/e" O This Corner: .� LWANs 22'-3" 22'-3" L5x5x%e 14'-9Y4" L 5x5x5/16 9'-11Y4" TOF ={0'-9" TOF =41`-3Ye' 1'-8" 20'-0" 9" 1''9" 3'-0" 16'-0" ,'-6" 9Y" 2'-6" 2'-6"2'-0 t'_p» r 4 3'•6" T-6» 1'-1, 4" 3'-6" 3'-8" -0"2'-6" 2'-6' 3'-6' 3'-6' 9Y4, 5spa@4'-0" 5spa@4'-0" - -- - -- - / .► t4 41'-3 �4 I4 `i' b� i N O lfi r a) M � r r r m r r r r r r r r r . r i/ - r•. N 3 » 18/8.1 � , 42'-1 cp � o r m ui so co �p / d3 � aj ago so �d <ri cti 9" _-_5 • 41'-4Y8 c� cif c� r`3 r� �' - - 41'-7y8" 42-4 _ .- _ r T iY 41.-0y« 42_-4" N I - g r`S rel c� � r•_ .- � .- r ---� e 41'- -- - 41' 41'-0Ne" 1 41',-5ys• f __39 9. 41'-1t�8" 40'-9" -39'-10" 39'-8" 12/6.2 - - 2/7.1 P BT�tg 38'-10" FS FS .' 8 18 2/7.1 A 12/6.2 12/6.2 .1A +► 12/8,2 38'-,0" - - FS 1218.2 8/8 28 2/7.t A �._gw 1'--/ -0" FS g• r� WAP g• - / 1 8" \ \ 16 - 8• FS FS g• J 29'_8` 29'•8" N N N N N _29'_6" 29'-6" \ C4 3 29 ^ v4 N N N cy N N N �`! N N N N N N N N " « 217.i A 28'-0" 28'-0" 2/7,1 P v + •► V a v w + c4 v 2/7.1 P 28'-0' 217.1 A v 28'-0" 28'-0" 2/7. a 1 ? 26�.g• 28'-6" a �V �V_ a �� a 264," - 26A" 1 ,? Iz - - , 26' CN 2171A 217.1P 2/7.1P 217.1A set canopy embeds �• ! /� i Z = L 4° at edge of panelCL 181-01 / 14/4.3T / A FS Gaiv ,414.3T 16'-0• �Ll 16'-0` 16'-0" 16'-0" N N NN 1 0" �' Qa1v FS N N N N -- N N N N N N N N .y N N N N 7 r v V + ?17.1 A 14'-8' 14'-8' 217.1 P 1* r V v v v as .► v •t 2/7,1 P 14'-8" 217.1 A a v 140-8' 14'-8" r r AA :iF 3 - - 3 3 3 3 us 3 1_3'-0' 13'-0" 13'-0" 13'-0" r r r 2/7.1 A 217.1 P 2/7.1 P 2/7.1 A .1 A A W 14/4.38 11 Gafv FS 14/4.38 FS GaN ' M • `CV) rQ o� m M o °' 11Y4 3'- " 3'- 2' 0" iA C1 r- I N ' N F' 9Y4" 6w 2._6. 2, « 2,-0, -0 2'-0. .-0 '-0. sY4 1.-0. 4'-0 20' p^ g• 4'-0 20' �_6» _ 1.-8w - 11-8" ' 2/7.1 P 1'-6" 217.1 A 1'-6' 0" FF WAA 0" FF 2/7.1 P 0" FF - - ^- - - 0" FF ° T 217.tA t -1'-5Y' - - - -1'-SY41'-5V4' -,'-5Y4 - - - a &A 4m L 10/2.1 9/2.1-3 �.1 �•1 0/.1 0/•1 19/ .1-3 10//2.1 3" 10/2.1ES a u ES 9/2.1-4 ES 2.1.4 210 2 o Recess 1" Recess 1" 7'-5" ES ES -- 36 TNit -3' 7'-3" T-3' 3" 3" 7'-3" T-3` T-3" 3" Recess 1" Recess 1` .o % ga ge 9/2.1-4 .1-4 5-0" " 'a� ES ES C Recess 1" Remo 1" •' c i0 0 ic=v o 0 g i g 7 6 E � 8'-55/8" 22 U LA 28'-8' 30'-0" _ -28'6' 5.8« 1'-8" 5'-0" 20'-0" 5'-0" 1'-6" A 6 22 This WtN: (17) 18 19 20 This Wall: This End: 20 This End: This Wall: I '' TOF .40'-9' « TOF -40'-9" TOF •40'-9" o TOF •40'-10%" TOF .40'-10%" ♦ 29'-115/8 �4" 29'-11Y4" N4 ?.9'-11�%g" L 5x5xe/a 4'-11Y4" 20'-0" 16'-6" 1.�• 24'-11 Y4 -- 363/8 3-85/g" 2?'-6" 3'-85/p" 3'-63/g" 24'-1,Y4" 1`.g^ Y4 -. 4 spa@4'-1Y." 2'-3 7 apafpp3-8e/4 -- - 6 spa@3'9' - 7 spa@3'-8�/4" t'-8" N ` r- Nzn �- r CV r r` r r r- (0 r r r � r r- a r r r ' r 1A r r �- r r r r- (V r rl r- r- r- 1(� r W fi Cs (j i m r M f0 QO f0 N SO t0 t0 e - (0 f0 t0 ' r; �D , a ' f� N (� N (� FS 43'-8" r r r- r• r 42.x* a a a a �, �a a a a 42'-4" r in e. - _ 7/6.2 Z 40'-1,3/8" 7/6.2 r r r- r v- �- r r r r r- r r r- r r r• r r r r r r- r r r 40'-10' - 41'-QY e w I 3g'3• 39-3 38'-11" � 3t?'-1�.. 217.1 t 38'-3" 38-3 2/7.1 A 7/6.2 7/8.2 7/6.2 17.1 .1 /7.1 17.1 FS N 19 t-8" i !. t=8" " t•8" `�` c3 t-8" N 29'-6" N N N t•8» N 27 a a a s a ti � I v f, N = as a N a a , a a , 28'-0' 2/71.1 � ; r_ .- � � r- r- r- r- .- � r- r- r_ � � •- .r � � � 2/7.1A r- r- 28-0 r_ .- _ 28'-0 y ' . W _ SEE 17.1 / V7.1 417 _ N_ O V N N c�i N / c� N N N N nl nl •r r rt < •A .► 18'-0" 16'-0" N C4 cl v 14'-8" 217.1 a 3 a = a s a a a ? a s a 217.1 A `� ,4'-Q" a v v 14'-8" r- r r r r r r .-� r r r r r r r r r r- r r" r r �- r- r .-- r" r r- 13' s 13'-0" 13'-0" 2/7.1 _ 2/7•tA ,'-b" • c> t7 1�° ,� 'o � •m ••o �'� � - - �' Y b cep r- r• R \ N e V �- e - b' �' .► 4, 5/, r 4 pa@3'- "=1 -0" 3-4 1 _ RECEIVED 4'-9,. 4' S/e" 4'-115/8- 4 pa@5'-0" 20'- " 4'-1 /e• e , 5 pa@4'-9" .3'-9" VA 1 8' « -6" 1`4» FEB 2 2 2007 -2/7.1 217.1A 1'4• ,T-4" .1 5,V4 0" FF - - - - - - -- - - - - - - - - ---- - - - - - - - - - -- - - - - - - -1'-5Y4" O" FF 1'-5Y4" 0" FF - --- - - - Opus Northwest 9/21-4 ConshWion-OR 0 10/2.1 10/2.1 10/2.1 '11, 1 ES 3" 10/2.1 3" r 15'-0" ES 15'-0' ES 15'-0" ES ES Recess 1" Slab Bare 9/2,1-4 101.00 ES 9/2.1-4 N at openingES ES k51317r' !Y 3/S2.1aRecess 1" Recess 1" FtfirMW 91r halt t €4btRllirY.S:ti 141 36 QLD€Gff „ 3 lNTSW oeil y. - � Ctw1MtT IO AND RAI 4�A tYfN Dl E W 8AK Ct]N�tA6ic" �:" mt d+.utl rE (TATE 20 R�11m su�c>► Mmm Ar�a►x1iM Wen" 00 1W � 4, 81 02/19/07 P*SP1UM6.�AY 1ls;gtd�M0 PY T!N WW$ AND CxiWrTit RE`s cv t"� W M RI4 sm tDt�IM8iWx-,QK 0 �J) Not Used �ye4 mvmmve QOIV y8„.e11-ni1 SHEET bd wdwe Notion ; -� :.-j FW Els . ,1�i; [k►1`77 � „ . -�-.,ro:we'Re;.y{ •rssr ...,e,•,'S axw2"i'I�r:s-,x r11Rp�1�',,. '� ,,-. ,. r ,:;�i:.. '.1314.'. 'tu'-' e:, a ,cavlw!•.T911N:a: .. ..; ,. ,. . .. a . ,: �..aic .. spa nNIR'+•,N'i w. . -. ,. ,. .- ..1. ,' :. ., p: . S ,.. .yp,. -, ., y.;-. ..). ....yp„.. rr .»•,..., . .fi,.µ.. .Mi4 - ,. i ...'. .., . ..:. ,�r,.. -... ,t,. .-. ,,:.. .."rh , ,, , ..-,.'-.•[ „ ic.SMV' y„.W,d.,. r'a'r1 • ,yam 1 .1!1iijpj i I111'riil11111 r fill rrr�t�� iii r1>�i ��r�r�i ijr�i�i�i�i •rt1. p , .w _ � I w.•yNr,�'1 1 '�"-nl '• �'..VO'M MAL7�" YYr�.aWww•+a�y;w+.N•'wMY«W,• a41OMMMWr..V.. »ME¢'�t '�W}nw.alry. ....•......r•w.,..: ..arw....-.-..ice.•..:•.. ...+w••vs^N•„1a.v1wM«Y. . 1,.. �'• .. w..-+rW11ii" ..rti - ,,,.. - •.s...r-rr+e-,•ar.. "„. _+w...•.+r. ".r.."s».-w.rw.. •ruw++r.w.a•z:ax..acres..."rr -.na««a...w,..:.:...<-••ar .it l.•s•ra>w•••«rc-..es. •t'+a .rr,. nfA.�.n. + eeiMwr^..^.... -►M+•r/•n+•aM.flEgnM!•Il.tl�. Ww...n«.« a rF ., .. aw .. .._ . .•. . . vA!•1 w,-•al'�1i{,�µ::,.1-:1i":W.:b'. -N.•+•,-.••w►rr.sw•.R1•ic*N(..n:.•'^.r«,••wAYM^•w"-+"e.xc'r,•ai-»,MYir-�wr�.Nio..».• t a' t; Y - E 3 Q" 5 4 28'-8" 2 t'-ew E _15-9• I I t'-V 28'-6" 30'-0" 22igr 22 U - - - -- -- 14_3" 1'-0" 5'41' - a---' ' - [208 O -- ■... C� I 24 25 26 27 This Wail: This Corner: 2g 2� This Comer: This Wall: 28 Z9 D This End: " 24 :- This 3 » TOF •40'-9" TOF .40'-9" TOF .41'-1%" TOF -41'-1Ye" 7'-8,'2" 21'-6Y" TOF -40-10% TOF -40'-9" This Wap: 29`-115/" /4" 29'-11Y4" /4 29'-115/8" 14'-2Y4" - 2 L 5x5xX. 4'•11Y4" TOF -40'-9" __-----'-- ------------a -- _ _---- - - - - . ---� 6'-13/4" 7'-8Y2" 7'-SY4" 7�®3'-63'4"-24'-1 IY4" 3'-6�®" 3'-85/8" 3'-85/8" 3'-63/8" 7 spa@3'-63/4"-21`-4Y2" - - - -6" 2'-6" 2'-6" 3-I OY4"3'-t OY4" c` a 1'-6" 6 spaC�3' 9"-22' 6" ----- V-0. 1'-13 1'-0 2,3Y4.. - --- --- ----- --- ---- - - pa@ 12'-0" '-2Y" /4"- - - 3-4" 3'-4' /4" 3s 4'-0"- 4 • � I m O 7 \ ,�' Q \ • � 4 � - � '- � ��raa r ' r s r •- r r -r r ��rpp \ (r <r ■( T 11ihr ' rw In 1A •- r r in •' r •Q • Q r N `' cw io ,i(r`(Dao °i & + (D r r r . r r r • - � rFS 41'4 -v iO 0. -42'-4• 718.2 Y, rr rr^ 41'..Sys »o-10- 39'-3" 39'-7" 39'-7"- 38'-11' 38'-3" 38'-3" 2/7.1 P 38'3" 3n.1 2/7.1 A- 7/6.22n,1 A FS FS /71 .1 /7.1 n. / 4 `5) 2 V - w N N - w / c� c3 t-8" a t-8" � 9'-6" 29'- .ryr CY V V v � "r C11N N N N a a t� N a a N a a a N a a a s a �, a a -- 3n.1 ��►+ -C. 7., 4 $• 28'-0' 28-0' r r r + r r r r r r r r r r r r r r r A P 28'-0" 28'-W7. A r r r r F S � � N � a � � 2n.1 A 27'-11• 8'.P 28' 1 A ■ • ? 1 , 26'-6" FS 1 • 2/7.1A Ui 1 \ n. n.1 4/7.1 417 t cu CA (y c3 c'v ry ryCM C\j 6'-0" 1 0" N N N ry = a 7.1 P 14-8 14-8 .1 A (a (� S.1 3 .1 a a Z r ?J7.1 A-0.14'-6" U m 14'-8" ( 14 a3 - 16'-0' 14-8" a ,a A a a a a a a s a a a a - , » _ , r r r r r r r r �- �- r r r r r r r r r r r r r r r r �- 13'-0" 3'-0" 1310" 13'-0" -- ? .113 2/7 1A FS.1 1 2/7.1A In •V • Ch � r 1fl � �� r CV Al ' �. r r r Ln LA C7 r N ' CA :r I N w 12'-0" 1'-21 r C7 '-9'-23' 4 5/s 4'-1 5/g" 4 1d�5'-o" 0'-0" 4'. 5/e• 4, 5�e» 5 pa®4'9" 23'-9" 1' 1'-6" s "- /4" 1'-1 '_6• 3'- Y4 3'_1 4 -4 1'OY4' w 2 AL 1'-8" I 2f7.1A .1 1'-8" o n 0• 2/7.1 P " 00 FF - - - - F 0" FF - - - - - - - - 217.1A £t Y -FF -1'-5Y' - - - --- - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - -1 -5Y4 --- -1'-5Y4" ( >is80 -1'-5 4 4 3' 10/2.1 10/2.1 10/2.1 10/2.1 10/2.1 9/2.1-4 ES 15'4• ES 15'-0' ES 15'-0" ES • 10/2.1 0~ v - -moo. Fes- 7'-1 ES 10'-9" ES ��I Recess S N r-s• � eo 24 � C J C O C a 3 Not Used fto Walt E eIMon C L ✓=■-U iso 7- C LA 1,-6" D C 6 30'-6" 5'-6" 31'-8" 1'-8" - - 7" Grid c TOF -41'-10" This Corner: ® 0 This End: This End: 30) O This Comer: 31 TOF -41'-1Ye• TOF -41'-91/e" TOF -41'-8Y2" TOF •41'-0/2" �♦ L 5x5x9;a 33'-0' 33'-0" - ��Gl -- 2'-0' 7spal�p3'9'-26'-3" 3'-0• 1'-9" 1'-0' spa@3'-9"-30'-0" 2'-0" i�5 -- - 4'-6" 4'-9" 4'-9' 4'-9" ZD T r •- r ' r �'� r d! r I r r 4h r r ' r Ir TV r fD r r N r r rIG�'/- �' (c r (ci `Q (c N co N '7 (6 42'-1 Ya" m .r r r (ci r (c (o (c co (0 14!6.1 T �o 42'-4" °� °� a`3 a3 as a�f as a3 a� a3 c3 a3 a3 a3 c3 cont (c (c cO (6 r r r .- r r r r r /-- r r r r r r r r r 41'-3Y2" 41'-43/4" a 10 41'-9,e» 41'•48" - - - - - - - - -- - -- - - - - - - - - --- - - - - _7 Ir IF +7" 40'.9 - 41'-11 Y2" 39'-6" w NLLN LL r 39' 2/7.1 P 2/6.1 2/7.1 P _ 11.0. 10'-6" 3'-0" 6'-3" 300 1-10" t-10" la this the 31 correct detail? N N r N N " 29-8 � � 29'-8 N N N N N N N N N n! ry N N N w » 0_ `0 UI 28'-0" 2n.1 P r .r + �r r r ♦ + "r Y "+ 2n.1 P 28-0 28-0 w r rn wLF 26�-8-- �� 3 M� Ma N� �� S 3� �� . 3� �3m 3 26'-6" 0 13 1 0 0 1) 2n.iP 2/7.1P vLL gW cc/) LL NLLr NvLL :! /�y 0. 0 ry c: 181-0" N N N N N N N N 1* "� N N (y N N N N N 10'-0" " " c� LL as cif a w 14'-0" 2n.1 P •r �r a' r 27.1 P 14'-S* 14-8 13'-0" r r r r r r r r r r r r 1.9'-0" 2f7.1P 2'7.1P � LL � LL � LL o a � r r N N Coordinate embed A locations with RECEIVED 4 s s s Z„ `.Q 4 b► 14 (4c 1? 4 r r ramin \ ("� R m t� r r N Cr) 4-0 4-0 3'-0 3'-3"j3'-3"% 01 r N r2'.'3» n « " FEB1 EB C. Vw we 2'-U" 8 3'-9" -0" 1'-0" 1'-0' / 8s 3'9"-3 0" 2' 0" 1'-8" - - - - - 9'-0" lo'- Opus Northwest WAP 1'-6" -- - 1 Construction-OR --- 0' FF 2n.1 P 0" FF : `✓ -1'-5Y4" - - - - - - - - - -- - - -- - - - - -- - - - - -- - - - - - - - - - - r - - - 9/2.1-4 I 10/2.1 10/2.1 10/2.1 9/2.1.4 9/2.1.8 10/2.1 10/2.1 110/2.1 9/2.1-4 •3'-11 Y4" ES ES ES ES ES ES Recess 1" Recess 1' Recess 1" Rome 1" 9/2.1-1 10/2.1 10/2.1 10/2.1 9/2.1-1 ES ES ES ES ES A8Yt1 W 6Y%AK CONSTRMT10M IS i� *Fl LEMN Recess 1 tjawwwic" *colt *Oft" 0 3" 8'-1Y2" 8'-1Y2" 8'-1y2" 8'-1Y2" 3• 3• 8'-1Y2" A'-1 2" 8'-1 2" 8'-1Y2" 3" Recess 1" " - - - - - WENT OHM IT% - t <^Nglf l�iG, XM0 KOLL CY74M ARCfr }�!<N ni t A[OWMwas cr 111E WWWT WWW& Its �� ' / - 3" 4' d3/4" 4'-93/4" 4'-9 Y4" 4'-93/4" 3" et pant 004TH TM oto!! MW ra.1"t DATE etwoRtw% Aad Wv ar Tf f 02/19/07 i OF> 4 auwk r+ r►t cwt ggrNittit�l:MK 0 4 8 REV y =1'-0" SHEET FWD E3s -1 i61 k'- :, ,"l .. .:. Y,. ... ., ... :: 1 ': ... . . .-.: , ., ... .y: 'Mi14s+fi.l..Y' hA�•Iflif! - SI 1�.�. . .!-..n.J:q ._.... .sem n " ..f.c},. K'Y.rd1±t«L+`N•' Mx..(M' .: .. (/ • � TV " tr' � _ � :uar..rrriW�M Irl. «iw.aiia"i+ w i T�f, .. ' I . F 1, •` ,: ..i!•"',. �y. .. ,,..t:. *:1*'gr�.w,-w.is'...._.:.-'..iM'wistkra ._..... ._ur .. `ww+'"'yf'IC�I :�M _ .... Y/•l.w�+ .. ..+.w.•n.t.•n»w4«I'M•MCDrw.[m': .."lw.:ti•'Br•.w..n4f.:..y"'t1•.IM.:trl• Milw•s+yrw.w.'..5.•i+iL...•Yr..Mtt/ �".;.'w}R^"...Ia»<•.-.k.. - ^- esv••t:,•.•t«•"•ewww...-•arr: '•+� w..A►.-,w.w.;s+,."r.nr..r..e..,wi"o.., o+.,n..r•rr«ur"......■c: w■vwaa•esrwr1-•w..:.. ..•.Win,.. w."Ysa .Ui»MIN'•m..-•umwa'L...a-_.- .• .. .. I• 5. r+ . J 1 1 I I UKFE LAG MAY 1 4 7001 CITY OF LL - - CtL- BUILDINC DI0riG901"4 <4 L 1 02/14/07 NGNR ST7rIP CULVER �" 2 4/20/07 REV i GLASSL iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilliillillilliJ .. . .. . ... . . . . . L L L L - L L L : 0 C K D A C • ... . . . . . .. .... .. L m .. . . ..... . .. L I . . . . ... .. ..... . . . L . . . ..... . . . . . . . * . . . . . . . ... .. . . . . . .. . . .. .. . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . .. ... . L .. .. .. . .. . . . .. . .. .. . .. . . . . . . . . . . . . . . . •: : .. ... : : : :: : . :. . . .•.•:••:•:•.•.•. . . . .•.•.•:•:•:•. . .. . . , . : : . :: :•:•:•:•:•:•:•:•. L . . .. .... .. ..... . ... . ... L .. . . . .. . . . . . . . . . . .. ..... . . . . . . ..... ::. . . . . ..... L .:::.;. . .. . ::::::: . . .. �L„ M , 4 ... -A :.•..•.•.....•.•.:•.....:.: :. . . . ... .: . : : . ....:::::.....•... LL1 I ILLLLLIII III LLLLLLLLLLLLLLLLLLLLLLL I I' LLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLI 1 1-1 1 1 1 •...I...•...•.•........ .. ...... ...... .. . .. . .. .. . . . . .. . .. . . .. Chi , ..... ......... ..................... n 00 , City of Tigard Ap d Qlans Cn By ate �cP 2eZ7 � Ica � z Una copy o OPUS NORTHWEST � x N L1. 1500 NW FIRST AVE , STE 1100 PORTLAND, OREGON 97.2.0 1 �w� u.c�raoenaMr� tt v #A=111111111M W aM PHONE: 503-916-8963 �� "10.11," M ot to= affmff " r, ( to �WM =MW M FAX: 503-916-8964 nEVtFtYEO i REQ iSE/lt. Ac.. -rill ll [j f�c�c•n:t ;-1 a•FIRt CTV,-JAil J,�V,C'✓ Vender is z,,t+hr rs• / iPon34 k-t rt,rtr.oe of his Pvtfuct;.R) r`.:Yf1/C�r1�q t�;�CY17113�VC :7'F1=C1n lYK 3ilp(1 10PAawilliffto- dtawin•3s*10nq ane rerinw c:o .u,+E raliHvs uw+tracror n*vfnewerv,r!f i1v dr a gCErCif)ra f7Na Checki6 �n,y r + rvk��n+i +�t1:�J1 i►1tt;1Fe:i�:rMY',(�d��-:•�i-x��a%t Lnd LRS p ,c�rzl.yirt*Iviar.:e wrrh rM•ir,JormH' r clown in the a:t�n drrvmeants. 11»o.r+hac te+ reQgrtpR+le I�x corrt;xn, :vK1;C>r r>Mtk,y HITECTS nR[�INnt.lic:,erhf drttensirn; otinstUng IabrkAtion ppmoosaae and h�cktniqutis or a�nsinx liar rc+onilr,ating his iyoAc rrlltl that d all other tr:n'*s; and p;rfrirminc� hiu ,norh in a safe and 1121 SW SALMONST SUITE 100 � VLMI(CONSULTING ENGINEERS (503) 222.4453 �wwa�a urs�af�� PORTLAND, OREGON 97205 Date 52-01 By � awlMl as PAL N WIN= tf�� Baa l � nM�w v�irtw�"�u�wo warn aw nl� tiwa�ooiwia�o t+lw aomlw,T� PHONE: 503--221 - 1121 mown ~FAX*,, ` � Q12-W.13 ,,I ;akcn� Make(;orrectrons Noted U rl��ll• Aen,rso d Resubmit •..� Recc,rd Only -� �rch tact's review Is for the limited purpose of check;ng for .cn�ormancr,wiv, information given and the design concept expies,:ed in ttie Contract Documents Any action indicated t is subject to tha requirements of the contract cocumenis. W petermining tl,e accuracy and crnnpleteness of submittals, in,:luding dimensions,quantit,es•fabrication and techniques nr V CULVER G'LASSof construction, installation requirsments, and ccord,nation of the work remain the responsibility of the Contractor as0 p required by the ccntract Documents. r l a '1 BLDG LRS grchite S, Inc. Submittal Na2619 NW • .—..---- � INDUSIALRIALj 1111 SUITE *3 PORTLAND, OREGON 0 C . _ _ ARCHITECTURAL JET 12 - 22tt@6 FAX: 503-226-0972 MUS Noft"stam FIELD VERIFY DIMEN'IMO� J , 1 ,60 r�r } I it • •. �. „ , 16,."+t , {a" ,�M9.na9Mra�R�lrSr�aesaam",Y�.•ra.•;t�Tr:rnai��m••.w.+r•' +w. - IF r �. . ..i^. M'T'NJ1.�Pl IMnM'NYVIMfMY `.W,M.i Y.FI7 _ • �i , .:r . . "• � '' • q rr�r r r rrr rl I I�� : � •,: IUW + AIR �; . y • ' I W ' �+� "�IfhW e•rA�narrgwy. '�"KtMlrr.0 ��'�MM +- .. .A, ."...��•.•.a_:rrn'-..-�c.n�.a�-- .... ,,_ .rna.riow+..�n,vaarwF •,u+wr.,s.rs,ceww•... ,mow• �+M>n.o..wyalUwe+,+r•-e�,.nu+�•>.wR...a,�rwlY:lrMX•.�I.�YYal�y�l�y,�+r.�I1wN-+•. �.•w• .w:�- �u..wS'i�wtN^w... '.�Y/-•.,M�M�IR1.'.w1AMl�••- r.... .. L a. .+WP.. Ww e».. f_. •r`w C', A.. .J. A, < ..,�..-.n..�.w.....�.... ...... .-.. ..c_-a..,.rNYr..r ,. �.,...•,,....w_ ._ _. er„ r� n:»,a.-.�'O-Maw:.w.�runonv*.17M/IIYv,atllMils+Mlfr nr,.� ._. .yw..aWtvMMYY�,..�ar�r+ +aw"il..w r• 4i.a� r, a NpR 'l Ji 1x ✓tt I DATE LDGI INDEX: PRODUCT- INFORMATION: _ GENERAL NO-IES i _ ABBREVIATIONS GLASS_ SCHEDULE z A) EXTERV CU- NAWALL dr STOAURNT FRAMING 1) ALL FRAMING VIEWED FROM EXTERIOR A.R. ARCHITECTURAL REFERENCE No. TYPE � w 0 1) FRAMING: ARCADIA T500 - 2 1/4 X Y CURTAINWALL I G.O. GO SIZE (ACTUAL CLASS SIZE ~ ~ I D.L.O. DAY LIGHT OPENING PLAN -'- — 2)FRAMING: ARCADIA TC470 - 2 i/4 � 4 1/2' OFFSET GLAZED STOREFRONT D.O. DOOR OPENING , 1 1' OA VISTACOOL AZURIA 3)FRAMING: ARCADIA A450 - 1 3/4 X 4 1/2 CENTER GLAZED STOREFRONT 2) GLAZING CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS & ROUGH OPENINGS O.A.F. OVER ALL FRAME 1/4w VISTACOOL AZURIA 02 ANNL SPACE1/2AIR 133n EUMA FINISH: CLEAR AN0ED R.O. ROUGH OPENING 1/4" SUNGATE 01Z 500 /3 ANNL ELEVATIONGLASS. T TEMPERED GLASS SEE SCHEDULE 3) CULVER WILL ASSUME NO RESPONSIBILITY FOR ERRORS RESULTING SP SPANDREL GLASS TEMPERED WHEN REQ. BY UBC 1 02/14/07 NGNR SIW + DOORS: SFE SCHEDULE FROM THE USE OF THESE DRAWINGS BY OTHER TRADES W WIRE GLASS 2 4/20/07 REV l JOINT SEALANT: DOW CORNING 795 M MIRROR GLASS _ 4)GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION TO THE B.O.M. BOTTOM OF MULLION 2M` LOCATION OF HVAC RISERS, PIPING & ANY POSSIBLE INTERFERENCE WITH WINDOW T.O.M. TOP OF MULLION 11- OA VISTACOOL AZURIA / CLEAR SPANDREL 4.1 ANCHORING SYSTEM. T.O.S. TOP OF STEEL 1/4" VIS'1ACOOL AZURIA /2 ANNL C.L. CENTER UNE 1/2' AIR SPACE 4. 5) A BITUMINOUS PAINT/ZINC CHROMATE OR AN EQUAL SEPARATION MATERIAL 8.0. BY OTHERS 1/4' CLEAR HS W/24-8075 IS REQUIRED WHEN ALUMINUM COMES IN CONTACT WITH STEEL OR ANY Oin,7R W.S. NINDLOAD CLIP WELDED TO STEEL WARM GRAY /4 4; TEMPERED gSSMILAR METALS. D.S. DEADLOAD CUP WELDED TO STEEL WHEN REQ. BY UBC 8) AU. METAL 10 METAL BUTT JOINTS, OVERLAPS AND INTERSECTIONS ARE TO BE T.S T-CUP CONNECTING TO STEEL Y 1'.C. T--CUP CONNECTING TO CONCRETE SEALED WITH AF"ROPRIATE CAULKING T.M. T-CUP CONNECTING TO METAL FRAMING 7) ALL PERIMETER FASTENERS INTO METAL S1'jnS ARE BASED ON A MINIMUM T.W. T-CUP CONNECTING TO W000 FRAMING m OF 16 GA F.S. F-CUP CONNECTING TO STEEL F.C. F-CLIP CONNECTING TO CONCRETE z 8) ALL PERIMETER FASTENERS INTO BRICK OR CMU ARE BASED UPON SOLID AND/OR F.M. F-CUP CONNECTING TO METAL FRAMING zr GRUUT FILLED MASONARY UNITS. F.W. F-CLIP CONNECTING TO WOOD FRAMING ' 9) ALL DETAILS SHOWN WITH WORK FROM OTHER TRADES IS FOR REFERENCE ONLY. S.T. PEERED STEELLASS POCKET F-CUP _ 0.C. ON CENTER OPP. OPPOSITE IBC TEMPERING REQUIREMENTS -� S.P. SPLICE POINT _- - PNL PANEL 2003 INTERNATIONAL BUILDING CODE CN CHAPTER 24 SECTION 2406.3 rn PARAGRAPH 6 & 7 Q 6. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT 10 A DOORCNI WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH LEGEND ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE C/) WALKING SURFACE, w Exc�Pnnws� F`'z 1. PANELS WHERE THERE .S AN INTERVENING WALL OR OTHER PERMANENT BARRIER --- ------ ELEVATION NUMBER BETWEEN THE DOOR AND GLAZING. a 2. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR -- --- SHEET NUMBER LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH 2406.3, ITEM 7. 3. GLAZING IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED PLAN ELEVATION BUBBLE, POSITION, OTHER THAN THE WALL TOWARDS WHICH THE DOOR SWINGS WHEN OPENED, IN ONE- AND TWO-FAMILY DWELLINGS OR WITHIN DWELLING UNITS IN GROUP R-2. 7, GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN IN THOSE --- ------ DETAIL NUMBER LOCATIONS DESCRIBED IN PRECEDING ITEM 6, WHICH MEETS ALL OF THE FOLLOWING CONDITIONS: -- SHEET NUMBER c� "-- ---- M 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET; DETAIL BUBBLE 7.2 EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR; cn 7.3 EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR; AND 7.4 ONE OR MORE WALKING SURFACE(S) WITHIN 36 INCHES HORIZONTALLY G! THE -- RELITE NUMBER PLANE OF THE GLAZING "-- ---- EXJI,EIION* SAFETY GLAZING FOR ITEM 7 IS NOT REQUIRED FOR THE FOLLOWING "-- ------ SHEET NUMBER INSTALLATIONS: -. 1. A PROTECTIVE BAR 134 INCHES OR MORE IN HEIGHT, CAPABLE OF WITHSTANDING A KEr PLAN REUTE ELEVATION BUBBLE _ N ti HORIZONTAL LOAD OF 50 LB/FT WITHOUT CONTACTING THE GLASS, IS INSTALLED ON cn Z THE ACCESSIBLE SIDES OF THE GLAZING 34 INCHES TO 38 INCHES ABOVE. 2. THE OUTBOARD PANE IN INSULATING GLASS UNITS OR MULTIPLE GLAZING WHERE --- ------ MIRROR NUMBER (9THE BOTTOM EXPOSED EDGE OF THE GLASS IS 25 FEET OR MORE ABOVE AN%. GRADE, w I ROOF, WALKING SURFACE OR OTHER HORIZONTAL OR SLOPED (WITHIN 43 DEGREES OF --- ------ SHEET NUMBER Dc2 HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR, \ - 0 I KEY PLAN MIRROR ELEVATION BUBBLE L) - z DOOR SCHEDULE i DOOR: # 133B & 134A DOOR: # 131A & 131B ELEVATION: B 3.0 ELEVATION: A 3.0 of i r 1 tt. G 4* 'lt" w U O SIZE: 3-0 X 8-0 SIZE: 6-0 X 8-0 _ SWING: RH SWING--OUT SWING: PR S1MNG-OUT4�AJOA cv ' TYPE: MEDIUM STILE 'tYPE: MEDIUM STILE 0 8 o RECEIVED w Co 0 qC) APR 2 6 2007 opus N SIfiI' [FIELD VERIFY DIMEN"51"'NS1 1 . 1 . i"'Im"wromp "W"I • .w*LiT'.r.wY�1�•;:',!. :t'. ✓IiYIOWs r aY.''.".+I�.nllalttLY. i1Y+r:'rdywW.G-.-.... � •.' wBo.•s.:. tir,«N _-Imam"w" "Im-P—M .. , ;.•-.I'w'!*' ,..n'iei...r Allsop" , ��el �� T1� tl 1� r1iiTT11IIIiI1I1 1� _ • i ' ,'12 ` 4 .. 1111 11 1111111. , _ - �a.wc. wp�tMwMu«+It•..+.Irww.w...ry-.•rv►w'rt++Ra+r...•�Ieu.,wwwP.`1..Iw•.e .,.w.,..,..+q„ rrCx••+.ratny.�+ww,wrlw.r.«.........�..l+C..A':iwY.,r+R�!/!'«r:ttM�ll:krr_yairu,.r.++,YCt'Ak./N.•�r+...Y1a.. •rhr..•.11e.M.+�/'!S+«Mla•.wwnM1N�t w:.+e:. ``''" - .� ,.., ... ,' , i. a awwN+�nrrr.rw<ww,gc.'v.Yrs:rrnor..wrrw...+MaY .lFa�l.r..:....c .-. .,... nran'7►w�er/�Ae an..v.«•,,,..151�M...s•M e•lwin•w warWt MM.fY:.:nu":a.....ea.,.:':peMr-.. - w,: iw.�t:.,.e.,.•.ryn�,�.,awwy;y:.,x4::+too& b7nBWtdi::.w.. Z'�•"�'NY.lii Nt'�"'•wk'!q/M• - -..,,wsr+R'.•i'S�'rr •+'Z9M�sr.wwawW�ar•-,:..m rxar:«•w,..,,. .... ..wsaYlWrf► aela/rMYleNtalY �'•. .• k �t J� R +rt 1 I I GATE LJOG �a n o 1 02/14/07 EMNR SnMP 1 9 . 2 4/20/07 REV 1 C 1 2 ,� 4 � 51 .9 � 9 . 0. 1 . s 10 11 ® ® ® ® ® ® ® <#> © II I I I i I I I I ® ® m I> ® _ .6 ® I II I I II II I I I II I 11 ® .4 I II I I I II II I �n ® ® t <9> rL cn j U II i I II I I I I II II I M.I. I II I I II I I I I II II 1 II I i I E•- N ® (/) cn f z I I STAIR #1 I I I I I I I CT I I I 1 1 I U ?io- cm STAIR #2 I> ® _ D --.t r- -----r --t- ® ® CMDO .3 II ® I I I I I I I I �J I � II II ,,.,,. 0 ,•,,. O - -L - - E ® ® ® ® ® ® <9> KEYPLAN 1 ST FLOOR El Ea sem: His N C� A4 U V) 0 LJ• +Cif"�:�'.y^�'�",�' � R MED w APR ? h 2007 t Z.( Opus North\A"t SHT* oni —u I - FIELD VERIFY DIMENSIONS 2,0 f� _ +r -,"•R- .- - _ .. ►'!'. r. K,rco; <•;,- : .. + :. .... ,. .r,,.-.. ,� c•,.vwiace;Lrrtsem! nrrr:`atA•.i•hY3jKz 14rillf-1-111 111�T� 1r r uppli T�t�r�riz�r111111111fill ' r r g y I F ► rijlLXr + • t 1� 't 11 r_k.. - _; •VV:,it .,..,....,•.....—.. rv...ve+,.n ....werowv...,, rh+.w:,<.•wnY.+rwrww+....ws+r....w.nr.. . ,.W.- 11„'_ wm.�w..Wa. +r.+.awis�rrrrWw.MpYw+w�[r •►,yu..w• •w�+a...-ifllM�r..w.•MIM.•r.wn,eir�►..,• fN�,.,w vr�ar�w�rrawieur•r r.wl+b�•x•H.�.G�NIw� Isar - , «.. JK+. .. .r•AMIM•a',^•Nk ••rl ,•.+w. wc.«.,...:a•a�.,,., ... ' px.' '!Fyw.,+,71e•dlr. ...•, ,..,..+. ••.+rrs+rr+orwr+.,»wb•..••L.•..:..+r •q. Arw r« e....•rrw.s i ,..+r•-...-+x, mrs-,...+•.rNr.evs•.r.-.mme.•a•:r+....-r... •,rrr,.rt•.vwswr+.....,...a. -d ,..w...A..-ww..;r. r+sra w.. .w.=rim. .arrmrr+rrswwae:,•weo+Mrxrw.rcw.*YrirM •.+...f "wr - . •. .. r.ao•' .r•.w.rr'swMn:.+a+ w :'+■AeMw . , J. 'rJ ih(, v DATE LM 0 d � Vr�rll 1 02/14/07 ENGNR STMP 2 4/20/91 REV 1 .9 �.1 1 ,9 �, 9.1 0. 1 .2 3 4 5 6 g �g 10 11 - II I I I I I I I I I � II II m Q — O � .6 I II ® I le I I II II I I I II I © II I I II I I ee e � e e I el 1e 1 I II I I II le I I I II II I cn ® I II I I I ! II I I I II 11 I L O f — C W � a I II i I I I I II II I t, ® rn e I I STAIR #1 a ® ! I I I I I I I I I I I I I I � I I , STAIR #2 � � -- — — --- — ------ — — .- -- — - — — _ ! _ ® _ D I I II II I I I II I II U ® ® ® ® p p p © CO p KEYPLAN 2ND FLOOR SCALE: NTS I�I /Ipr� 131 ori p ,4 IX oD g AP 0 WL4 !DH of 7� . FIELD VERIFY DIMEftnLnPTs r) 1 10 , s x. N Y J' , . rNT:i'."./AF `i{..... w..a :.. .. .f M'T"R".: ,: 'K!.P•IIAR'Y"'. .n 'Ti•IJ'A, .yhh; ..• .. .. _. ... i({t'!'IN'!r"aTi/'AIB' }A •M.N. . 1T. .. , . , � �lllll ;t a. T • er+...wur.w.•wrwv!rt.w+. - nr.wtir'.:, rviM+r:SY o.w.i nw,.-. 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A' ) 1-<<l i i or i DATE lAG u � 1 02/14/07 ENGNR SMP 2 4/20/07 REV I l i "r m --- 130 RO 10 59 RO 129 1/2 OAF 10 58 1/2 OAF 25 1/4 - 72 DLO/DO - 25 1/4 17 1/4 36 DLO I DLO DLO DLO/DO I �0 �0 In C.4 � / \ =1 �. \ Of \\\ S o 0 o 0 0 \\ 1 3/4 X 4 1 /2 ALUMINUM FRAMING p d cr_ � d D // \\ N o o N \\ WOOD DOORS BY OTHERS d p \ M N N 0 d 0 \\ inn cq r V_(10 N \ / 0010 00 0cn / p0 � z QTY— 2 QTY— 3 (1 THUS, 2 OPP) cm) ® 0 CMD >(Emopp. ®OPP. z (7) a AR I i C� i W U G aW rfl.^ z 080 VEDx w r� 2007 7 ° OPW worth FIELD VERIFY DIMENS701S 3.3 I my Ile r _ t1' T 1 1S -r, I 1I~lThIM1►T 1T1I11 7F1: TT11TfT TiTI111I w , . Y 1 �) of] 11 ill 11111112 Iftilit 1 11 till I Ill fill flu "1„I :+•..:„M,.«.�nr.e•....-..,.,,,•w+•w+awn...-....+.�vwa+:.si`•MVIIL w.... ,7 •Y. ex n1� •r eaw..ab it l Jill !. �.rn.-..Iw. '€,-+�'•i1W MIDI At o ,- . .. .. _ - w�l/v _ .._._ .... .. -•.....,�Y.•rar ..^e+rx.•� •a.T^,:.r ... ..r•.�i....�'�*�Ibdr”'wMrtl�+Mw.rw.:�M�1. 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LL'�twwwl....�1.MU+.adit�b�•:Igr1RWiM1�•MYK• iF..�[�W�.: .�If�YI�'� }tT':M.•r•• :6�'�M'^IA'1'4W�db•'C.r:'WWO.:Ubj'ml' y6'!r:r+l�•�•� �•�"�•^+vS1N:•ry 1 iy r 1616 1 1 1 UATE LAG O GRID I 02/14/07 ENGNR STMP 2 4/20/07 REV I _ t _ t F%, ` ' , = p % 'p •` 'p -` 'p s% ► ., S10 1 3/4 L % L L L % L % L % - '1► .� '�► %, a %�,�p ASO - \ • \ • \ a ` • ` / p p p p s ` p ` p p MIN _ ' = - _ _ ♦ - . ♦ • . - ' � At, 4. - MIN • 1 = t' 1` p ` p ` p ` p ` L ` L ` b. ` b. i A IL IJ - ` 1 - 4 ♦ - \ - ♦ - \ - ♦ Q. ° ° ° s °\' a p`' a ,`• a 'p♦ tmr� \ \ ` U ' 1L. �! ^► p p p p p w r ♦ ♦ % ♦ , NOTE: HORIZONTAL HEIGHT VARIES '' • • ` a . ` - . a • ` +% PER LOCATION & BUILDING '' ' -_ • ' - ' ` •' A' ' _ _ go L5X5X516 1 I i'F_200 I ' FF-200 I / SEE STRUCTURAL 3/S4.3 _ OPG-1903 OPG-1902 TF=suL 2 TF-202 ®OPG-19A9 - 4. 2 CLIP AND FIRE SAFING' BY OTHERS AR : D2 /A2 . 6 o •, o •, o , • , ♦ , o , , to , .� •L % •L ♦ �S % L ` S ` S-221F 1 ♦ - ♦ * • - - ♦ - ♦ - ♦ - ♦ - ♦ 1 ♦ - ♦ * \ '� \ - S-221 B 0 PD. 4016 - . 1 . % - . t . - . - . • . - . - . � . - . * . % - , TF-213ST �r • - •• _ • • - W.- a l �• 1 . -• _ • • _ • • _ • • • •_ •t. k ► - ' ►t ' L .1 :► ! ► -f► - ► i► - ' ► - ►s � L �1 =► ^ / '� \T"245/ �. \ • to •, ,` , ` ` •w ` •S % •S ` , 1 ♦ ,� '` •S ,\ , ` •, ` •16 ` I w 1 1 w w P. \ , o , % , , , o , , o , .% •, ,o •, , % , \ . 2 �_ \.._ :3: 5 e a •.• 1 _• _ • 1 .• • _ • •- \tea V-. • . OF 0 10 1 1% •, % •, . , ., . , ., . , •, • % 16 . % % , . 9, .16 . 0% •, . % UCH-201 4. 2 4. 2 Q AR .- D2 /A2 . 6 r~ • 1 % • o * o • o • o • o o • % • % 1 AR : A3 /A2 . 6 2" SLOTTED HOLES ® WS I I CONNECTION ONLY. 2'- 1/4- POWERS WEDGE BOLTS EA. SIDE o TYP HARD HOLE 0 DS OF MULLION. (3" OC SPACING) 3/16 CONNECTION ONLY. (NO SLOT) W/1 3/4" MIN EDGE DIST. & i 1/2" MIN I I EMBED DEPTH I AR 5/8" DIA BOLT 1 6 4 1 /2 4 1 2" /4 X 4 SIDE PLT. 4. 2 3/16" PLT BETWEEN SIDE PLATES. " EA. SIDE OF MULLION WELD TO SIDE PLTS. TF-21 aS TF-20 I�IId .I Q A '� I.I " A . � A . \ & . \ Q CV _ _ � z 1616 � � � � d ' � � � � �� t� 1� ' � ,� ' � � • � � Q ` ♦ A ♦ a 1 ' IZ ' .D ' ► ' ► _' ► _ '1 ► _ ' ► _ ' ► _ '' ►_ ' Q 1 4 A . , Q , , A . ♦ A , , A , , A DRB-950 1 ".J2 ' ► ' ► ' ► ' ► ^ ► ', ►, ' IL ' -0 Q ♦ A � A a A � A ♦ A \ A W AR ' C3 /A2 . 62 TH-600 ► ' ► ' ► _ ' ►_ ^ R ',.D '- ► W , 1 • o o • 1 % a s a • % a 1 1 . • '16 \ �S \ '16 \ '16 ♦ 'S • 1\ '16 - ,\ '16_ 1` '16 1` 'p ' ` 'p ` 'p ` L ` \ ♦ b, ♦ b, ♦ ♦ ►`tee 1�" ►� ' L ' ►, :►, ^► .�e► ' ► ,1► - 110. - 1g.- 01 ►t ' L �l V` Q 0 1 v\ _ , % 16 o , % 16 o •° o •16 h: \ 'S s ,♦ s \ S \ 'S \ ' 1 - , . t . � - , � - , � - , � - . • , � - , . - , . � , a , - , 4• . ►- � R. ' I , '� 1016 � 1016 -'1 ► 1 . Nis V .� - 080 ea r,stm APR 26 74 o 1 / a , AE 4 .2 -elm 1 .•_.1616 .. 1 . .- .....� � . . .. . 16 .16 i .� 1 � .. r 1 c Noma (''r� w I Z lip rre.-.•.. ._..r.+.,_-16... 16,,..»..•.a-._•w.'•,•••.1rH1..•!1�•M.�.. .+.'•.:+•+••w•-:wM+'i.r .16.16-..••. r. .WW afp�/lll. -..p,...[.p.riw�+*r+.... .�..Jr,+r.rn„•t.fi0.'M+IMn Q , '+•scL/m.rliwYo ou�M4lM.tt.Y`�iYkN+Vrrrt+4n�tlY�.O�.al�f ,.. . - .. wn - r ,..0 _ • .«.. .._ -.. �wYYIYi. 1,' - �i11111'�•,wlr.++IM...�..u.,wRwu` � •'MS.aMllwr r+.W111. , ..- •... -..;.y,....,,,rt'1rr�vµ"••.•�✓.n-+.. v.1+nMf"°.+.'tlMllllll;.�i'7M+.�e•.M-..,d!�wraYiu.+a11..,�yM„yi••W.M/f•a•.:{Y.�n....+tw.•a:c' .. .►a .,.I�..<�... ,. ....:.yy�.,. ,.. .•..�W wRl..w .a..,L,�N= +'•'.•�.IrM'MVNi� 1�."�y�,f� 'Y�.,�•r.. jF7,:-' 71 , •i(.•,f,1r DATELAG W0 1 02/14/07 1VGNR SlW 2 4/20/07 REV 1 8�1 5-229 F OPG-1945 T-245 ( 1 ( 1 UCH 1 3 w 4. 3w 4. 3 oFc�•1%4 AR : A4/A2 . 7 C/) M I O I t.• Q1 z 8 O z AR AR : B4/A2 . 7 OPG-1935 - 2 ORB-M 4 4. 3 �;:. .. 4. 3 OPG-19.34 u LllbrNTH-.6C* W t.' f jr .t . t t ' t ' L t •1 •L ♦ •, ♦ •, i♦ •,". �♦ •, •' ♦ •, , ♦ •, . • ♦ w ♦ ♦ • 1 ♦ ♦ * • V �M W W V am a W z O a • '� "' CEIVE APR 2 6 2007 S rr 4 .3 7 /2c=ot% Ir .J r ry r �z •r.rr .rc' ihw r ► ♦ .. + '` '� 1x•.'..r'V .![�M.♦ RM •�,�`t'RY "'P'�Was+gr9lq SHr.!If ...wyr?,•.;M..c "?'�JM'�'/�Atr ., ,'x"!.471!.�NY" (:r!.f,^ziYfi...:;•�t�uNF�?�'1i'�Ni�l'.4RIGr�a • 1f, . • 2 $ r x ` .'.a..+.wMr-w�«.,:..,,.w...•r..r...r....+ww.r:+.•,ryr'.Mrr.r r.�r.',,.....«.n.-...nc�»..,�7n•w.��,.�..ri.r�ww•a�....�„...s..ra.a.•.c:,... ,awr_....�.Mc�u��•��fn.wm.�..fwsewr+=�...�..:. �. pi. .ww.rww.rr..�..r.. .r�.•sr. m...,..:n+v. .'rC.•-..wr+�Y+r cw.. l..ee'•..r. �uer.lr.ur..,.,,n--...,•vR � .o7+cazidlwlMlwwvxzwa,m:�+• a..: w.,r1�.vYe � r.. .wF�V_•'..- ." .. .rl+r wr+.++• 1i.,iKr.W.c u. ...•.�,•KM.f,R.L.1�i1�4.Mp�, ,4 K., •atr..... -...._ .. ,�.t,� ;� - -"rsrlreZar+ 1'4ar@•r•+�•�r��;n., ..r.•c�.y,lr.»•vrw,r Y �j� 1 i.+ j ---�wiw.r.ara DATE LAG - �NTR�c�sl� Tp C�,LtN�E 05 02/14/07 NGNR STMP F & T CLIPS] F & T CLIPS 2 4/20/07 REV 1 2" 2" _ m MIN. MIN 2 — #12 EA . 2 — #12 EA . SIDE OF SIDE OF M U LL.1 ON MULLION im ® oPc-19os C) ® oPci-1999 �D r21978 OPG-1903 OPG-1903 OP(3-1901 OPG-1979 4. 4 -1978 OPCS-1901 OPG-1979 1 4. 4 c/) L —. � - - � � — � _. — w AR : A5/A2 . 7 AR : 135/A2 . 7 6 15/16 - 6 15/16 cq N M N W m O 1 z 50 TS �z :� a a 5/8" DIA. BOLT IN 2" _ SLOTTED HOLE 1/4 X 4 PLT EA. SIDE OF MULLION 2 1 /4" -4 +. z 4 'tet 4 '•'3. 4 1 v 4 -. , 4 OPCS-1910 j STRUCTURAL a• ', e ":,-a :, 4 :14 :, 4 SUPPORT BY 2-• #12 SCREWS EA. SIDE ' " ' ' ' 3/16 OTHERS OF MULLION . ► ° . ►, ° . ► ° . r ,° , ► '° . ► 4- 4 4 v .-4 Ir :14 PG-1903 3 n , 5 J PC3-1901 ♦ ► ° " b % r ,° . ► '° 1 ► 1° ► L OPG-1978 4. 4 a :, a: ;. a . e �a e :a , 4. 4 OPO-1999 4 = 4 - ' 4- ' k 4 -a , • ` AR : A , r 4- , AR : A2 /A2 . 6 FF 00 OPt3-1912 4 a w � 4. 4 AR : A2 /'A5. 37 080 Ez CEIVED Q. 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