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Plans (3) BUP2019 -00320 ( 1/2 ) OFNHP RECEIVED NOV 26 2019 CITY Jr "PG:ARD 81uL��t1�;C �j;1/i4Ennt tOF PORTLAND , OREGON OFFICE COPY CITY OF TIGARD REVI[ D FOR CODE COMPLUNCE Approved: ) OTC: Permit#: A� - 0032 Address: O OFNHP OWNER/ TENANT B`y. Date: L ZZZf °) Z s _o SPECIAL INSPECTION REQUIRED M State of Oregon Structural Specialty Code o W 0 10Concrete and Rointorcing Steel uj a o N m Bolts Inr+allyd ir,c"oncrete D — m CIDA, INC. ARCHITECT � apoc;altiqoT.:,,.r = ,,.(sdngConcreteFme raR — N ® fieintor:v. stressing Steel Tendons Str�ctr:-al 15895 SW 72ND AVE, SUITE 200 PORTLAND, CONTACT: MYA PALUCH/RICH BROOKS "igh OREGON 97224 ❑ `'`"''" '"' ' ❑ Rsin'crca�l _ I TELEPHONE: 503.226. 1285 ❑ ;,roncre:e Insu,a:inc FAX: 503.226. 1670 ❑ SprayAppl,e,, �sslstiveMaterials ❑ Pilings, DnI;eQ Pine and Caissons ❑ Shotcrete ❑ Special Grading, Fxcay.;t;on and Filling Smo TBD CONTRACTOR C31hs;❑ Gth?7e_c_T x` Ins,E J . J , b 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 T E L 5 0 3 2 2 6 1 2 8 5 F A X 5 0 3 2 2 6 1 6 7 0 WWW . C I D A I N C C O M PROJECT DESCRIPTION • CURRENT RELEASE INTERIOR ALTERATIONS TO THE EXISTING BUILDING TO ACCOMMODATE o CURRENT RELEASE-NO CHANGES NEW OWNER/TENANT ON FIRST AND THIRD FLOOR • PREVIOUS RELEASE EXISTING SECOND FLOOR TENANT TO REMAIN (NO WORK). z NO EXTERIOR WORK m m (0 d U-1 Nz2 % O Q N ZONING CODE INFORMATION a W=) ww= RELEASES aON TAX MAP: IS136DD ALT,ACCOUNT NO. R285809 o-m N a w rnrnrnrn O Z O TAX LOT: 00200 0 0 0 0 N N N N ZONING: TMU TRIANGLE MIXED USE N �' L600 O C/) ~ BUILDING AREA: 4,586 SF z O Q ^ o rn m n m in < n N o Q \D /V BUILDING HEIGHT: 75 FT MAX (20 FT DOSTING) COVER SHEET w PARKING REQUIRED: 18 STALLS 01 10101 CS I COVER SHEET o elel A0.I EXISTING SITE PLAN-FOR REFERENCE ONLY BUILDING SETBACKS: 20 FT MIN. (FRONT), 10 FT MIN.(SIDE AND REAR) o * 1*1 FLS.I FIRE LIFE SAFETY o ejol FLS.2 FIRE PROOFING DETAILS BUILDING CODE INFORMATION O • • �Cp MO�lo AN FLOOR PLAN SEE SHEET FLS1 FOR FULL CODE ANALYSIS o • • A2.1 DOOR SCHEDULE AND DETAILS o • • AD FINISH FLOOR PLAN,INTERIOR ELEVATIONS,CASEWORK SECTIONS&DETAILS DEFERRED SUBMITTALS • PLUMBING SYSTEM MODIFICATIONS STRUCTURAL VALIDITY OF PERMIT • ELECTRICAL SYSTEM MODIFICATIONS INCLUDING LIGHTING o • S 1.1 FIRST FLOOR PLAN AND DETAILS THE ISSUANCE OF A PERMIT N b • MECHANICAL SYSTEM MODIFICATIONS Z NORT}{ BASED ON CONSTRUCTION I • FIRE PROTECTION SYSTEM MODIFICATIONS VICINITY MAP DOCUMENTS AND OTHER DATA SHALL NOT PREVENT NDEFERRED OTE: NOT AND SEPARATE TRADE PERMITS PROVIDED BY CS1 NOT TO SCALE THE CODE OFFICIAL FROM COVER SHEET SUBCONTRACTORS SHALL BE PREPARED BY A LICENSED ENGINEER REQUIRING THE CORRECTION 4 OSSC 105. APPROPRIATE BY DISCIPLINE FOR THE SCOPE OF WORK INDICATED ABOVE. OF ERRORS. CS1 ALL ENGINEERING AND DESIGN WORK PROVIDED AS A DEFERRED CITY OF TIGARD o SUBMITTAL OR SEPARATE TRADE PERMIT SHALL BE SUBMITTED TO THE Approved by Planning ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO SUBMISSION TO THE CITY OF TIGARD FOR PERMIT REVIEW. pate; 20 I . . 190312.01 rn Initials: - n ©2019 ODA,P.GODA ALL RGHTS RESERVED w Lei I ----------------- - r % x ;s , rl ,•� W4d:iifr�F•f �5 J , x s gg -. ARCHITECTURE > y- q' ENGINEERING 1 --' � � - - •. PLANNING INTERIORS Jr sa v 4 • IL ' 1• .01 —57 � - 1� r, a w ' r y r , � �1' e • '4 � Y • _ f•3^t1Fi +� tel. 1# go zx y rl s - a. X _ 1913 'AA F }' 1 , BUILDING CODE ANALYSIS LEGEND DESIGN CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) EXIT AND EXIT ACCESS DOORWAYS (M1015): (E) WALL QE NEW ILLUMINATED EXIT SIGN OCCUPANCY: B (N) INTERIOR FULL- FE FIRE EXTINGUISHER CONSTRUCTION TYPE: VB SPACES WITH ONE EXIT OF EXIT ACCESS (TABLE 1015.1.1) HEIGHT WALL SPRINKLERED VS. NON-SPRINKLERED: SPRINKLERED OCCUPANT LOADS >49 2 EXITS REQUIRED 2 EXITS PROVIDED (PER FLOOR) += EXIT DISCHARGE HATCHED AREA INDICATES EXTENT OF A-3 OCUPANCY. PROVIDE 1 HOUR RATED BUILDING AREA: I FLOOR ASSEMBLY ABOVE AND 1 HOUR RATED COLUMN PROTECTION AT COLUMNS 1ST FLOOR 4,864 SF EXIT ACCESS TRAVEL DISTANCE I[= 10161: SUPPORTING HORIZONTAL ASSEMBLY. REFER TO SHEET FLS.2 FOR DETAILS 2ND FLOOR 4,864 SF EXIT TRAVEL DISTANCE 3RD FLOOR 4.864 SF (TABLE 1016.2) Pao TOTAL GROSS AREA 14,592 SF SPRINKLERED BUILDING: 300'-0" ALLOWED PATH OF EGRESS ® EXIT SIGN. SHADED QUADRANT INDICATES DIRECTION TO EXIT. TENANT AREA: 90'-7" PROVIDED 1ST FLOOR) CONTRACTOR RETOIRED.VERIFY LOCATION OF EXISTING EXIT SIGNS AND PROVIDE NEW 144'-8" PROVIDED 3RD FLOOR ® NEW AND EXISTING ONE HOUR RATED WALLS SIGNS 1 ST FLOOR 3,810 SF ( ) 3RD FLOOR 3.896 SF TOTAL TENANT AREA 7,706 SF ACCESSIBILITY (= CHAPTER 11 AND ASI CHAPTER 51: ALL SIGNAGE GRAPHICS, LOCATION, AND MOUNTING TO COMPLY WITH OSSC CHAPTER 11. BUILDING LIMITATIONS (= CHAPTER 5): TABLE 504.4 ALLOWABLE NUMBER OF EXIT DISCHARGE STORIES ABOVE GRADE PLANE: 3 STORIES (E) DOOR ACCOMMODATES 240 OCC ° - TABLE 506.2 ALLOWABLE AREA (SM): o N B OCCUPANCY 27,000 SF (36" DOOR/0.15=240 OCC) N A-3 OCCUPANCY 18,000 SF H H H H ABLE 506.2 ALLOWABLE AREA (NS): ® z B OCCUPANCY 9,000 SF OFFICE ® OFFICE o 323 A-3 OCCUPANCY 6,000 SF OFFICE m 311 OFFICE307 WORK i o z B OCCUPANCY - FRONTAGE INCREASE: 3os (E) (E) ROOM W = 30 ADA TR ST-2 3zs i o w 0 a IF = ((310/310)-0.25) X 30/30 = 0.75 O < ADJUSTED ALLOWABLE AREA = 27,000 + (9,000)(0.75) = 33,000 SF G N m A-3 OCCUPANCY - FRONTAGE INCREASE: BREAK CONFERENCE � 0 O OFFICE - 3oa ROOM (E) TR i FE 3z2 W = 30 IF = ((310/310-0.25)-0.25)X30/30 = 0.75 OCCMANCY LOAD TABLE EXITS EACH SPACE FE i WAR ADJUSTED ALLOWABLE AREA = 18,000 + (6,000)(0.25) = 22,500 SF OFFICE (Ell ROOM FEJJ ROOM / NAME FUNCTION OF SPACE LOAD FACTOR AREA (SI) LOAD REQUIRED PROVIDED I 305 • OFFE OSSC SECTION 506.2.4 ALLOWABLE GROUND FLOOR BUILDING AREA FOR SEPARATED (E) STAIR 1 (E) STAIR 1 -- -- -- -- -- EXIT TRAVEL DISTANCE=14,'-B" SECURE 3zs OCCUPANCIES: STORAGE (E) STAIR 2 (E) STAIR 2 -- -- -- -- -- WORK 309 JC O (3,076/33,000) ( )+ (1,788/22,500) = 0.09 + 0.08 = 0.17 LESS THAN 1.0, BUILDING COMPLIES R301 100 WAITING ASSEMBLY 15 139 9 1 2 REQUIRED SEPARATION OF OCCUPANCIES (= TABLE 508.4 101 OFFICE BUSINESS 150 82 1 1 1E______ __ - ------ ENTRY ( ) BETWEEN A-3 AND B OCCUPANCIES 1 HOUR SEPARATION REQUIRED 102 CONFERENCE BUSINESS 15 159 11 1 1 30o ELEVATOR ENTRY OCCUPANCY SEPARATIONS SHALL BE FIRE BARRIERS IN ACCORDANCE OSSC CHAPTER 7 103 WORK ROOM BUSINESS 150 170 2 1 2 OFFICE T-1 320 OFFICE LOBBY OFFICE 104 OFFICE BUSINESS 150 94 1 1 1 304 OFFICE (E) / OSSC 707.5: FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION TO TO THE 303 ® 105 SERVER ROOM BUSINESS 150 136 1 1 1 UNDERSIDE OF THE FLOOR SHEATHING ABOVE. O 3oz ® ® 3z1 106 SERVER ROOM MECHANICAL 300 137 1 1 1 , OSSC 711.2.3 THE SUPPORTING CONSTRUCTION FOR HORIZONTAL FIRE BARRIERS SHALL BE 107 BREAK ROOM ASSEMBLY 15 207 14 1 1 H H H H PROTECTED TO AFFORD THE REQUIRED FIRE RESISTANCE RATING OF THE HORIZONTAL ASSEMBLY SUPPORTED. 108 ARCHIVE STORAGE STORAGE 300 139 1 1 1 EXIT DISCHARGE PORTABLE FIRE EXTINGUISHERS (= 906). - (E) ELEVATOR LOBBY -- -- 372 -- -- -- (E) DOOR ACCOMMODATES 110 BOARD ROOM/TRAINING ASSEMBLY 15 1788 119 2 2 240 OCC (36" DOOR/0.15=240 OCC) PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN OCCUPANCIES AND LOCATIONS AS 111 RECEPTION BUSINESS 150 99 1 1 2 REQUIRED BY THE OREGON FIRE CODE AND THE FIRE MARSHALL -- (E) TR -- -- 58 -- -- -- FIRE ALARM AND DETECTION SYSTEMS (OSSC 9071: (E) TR 54 -- 15895 SW 72ND AVE S U t T E 200 FIRE ALARM NOT REQUIRED BASED ON OCCUPANT LOAD & USE (907.2.2) -- (E) ELEV. MECH. RM. MECHANICAL 300 36 1 1 1 PORTLAND, OREGON v 7 2 2 4 T E L 5 0 3 . 2 2 6 . 1 2 8 5 OCCUPANCY LOAD (OSSC 1004)• AREA SUBTOTAL AT FIRST FLOOR 3670 NORTH P A X : 5 0 3 . 2 2 6 . 1 6 2 0 THIRD FLOOR FIRE LIFE & SAFETY PLAN WWW D A , N C D M (SEE ALSO OCCUPANT LOAD TABLE ON THIS SHEEP) 300 ENTRY ASSEMBLY 15 147 10 1 2 MEANS OF EGRESS SIZING (= 1005): 301 WORK AREA BUSUNESS 150 68 1 -- -- LS 1/8" = 1'-0" EGRESS ACCESS WIDTH REQUIRED (OCCUPANT LOAD X MEANS OF EGRESS CAPACITY FACTOR): 302 OFFICE BUSINESS 150 116 1 1 1 REQUIRED (283 x .15) = 42.45" 303 OFFICE BUSINESS 150 100 1 1 1 PROVIDED (2 DOORS X 36" EACH) = 72- +(2 DOORS X 72" EACH = 144" 304 OFFICE BUSINESS 150 143 1 1 1 216" TOTAL 305 OFFICE BUSINESS 150 115 1 1 1 306 OFFICE BUSINESS 150 143 1 1 1 EXIT DISCHARGE MEANS OF EGRESS ILLUMINATION (OSSC 1006): 307 OFFICE BUSINESS 150 101 1 1 1 (E) DOOR ACCOMMODATES ILLUMINATION LEVEL (OSSC 1006.2): 308 CONFERENCE ASSEMBLY 15 140 9 1 1 480 OCC MINIMUM 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL 309 STORAGE STORAGE 300 51 1 1 1 (72" DOOR/0.15=480 OCC) ILLUMINATION EMERGENCY POWER (OSSC 1006.3): 310 BREAK ROOM ASSEMBLY 15 310 21 1 2 EMERGENCY POWER SHALL BE PROVIDED FOR A DURATION OF 90-MINUTES MINIMUM 311 OFFICE BUSINESS 150 119 1 1 1 1H (E HALL H F H H AREAS REQUIRED TO BE ILLUMINATED BY EMERGENCY POWER tos E • CORRIDORS AND EXIT PASSAGEWAYS 312 HALLWAY -- -- -- -- -- -- EXIT TRAVEL DISTANCE=90'-7" • INTERIOR EXIT DISCHARGE ELEMENTS 313 (E) TR -- -- 55 -- -- -- OFFICE LLJ 314 (E) TR -- 28 -- -- -- ta4 FE-@- I Q LL ('V • EXTERIOR LANDINGS __ (E) ELEVATOR LOBBY EMERGENCY POWER FOR ILLUMINATION (OSSC 1006.3) (E) (E) I- CV INITIAL ILLUMINATION: -- (E) JANITOR CLOSET STORAGE 300 36 1 1 1 ADA TR ST-2 I Q A = � • 1 FOOT-CANDLE (FC) AVERAGE W/ 0.1 FC MINIMUM AT ANY POINT AT FLOOR LEVEL 317 HALLWAY -- -- -- -- -- -- SERVER �i END OF EMERGENCY LIGHTING PERIOD: --- ROOM STORAGE I w 318 HALLWAY -- -- -- -- -- -- 105 106 BREAK " � Z � O • 0.6 FC AVERAGE W/ 0.06 FC MINIMUM AT ANY POINT AT FLOOR LEVEL ROOM Q 319 NOT USED -- -- -- -- -- -- 107 0 a 3 EXIT SIGNS (OSSC 1011): -- (E) ENTRY ASSEMBLY 15 126 8 1 1 2 WORK (E)TR I O 321 OFFICE BUSINESS 150 114 1 1 1 ROOM I Z Q ILLUMINATION (OSSC 1011.3): 322 OPEN OFFICE BUSINESS 150 886 6 1 2 103 m Q U EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED I a - - - - - - - I I Z L0323 OFFICE BUSINESS 150 121 1 -- -- E Lu - EXIT ACCESS (OSSC 1014): 324 WAR ROOM ASSEMBLY 15 177 12 1 1 ARCHIVE STORAGE (E) Ill I ~ 325 WORK ROOM BUSINESS 150 1 126 1 1 1 ____________ v 10a LOBBY (E) COMMON PATH OF EGRESS TRAVEL (TABLE 1014.3) 326 COFFEE BUSINESS 150 46 1 1 1 2 ELEV MACH I SPRINKLERED BUILDING >30 OCCUPANTS: MAX. 100'-0" ALLOWED COMMON PATH OF TRAVEL DOES NOT EXCEED 100'-0" AREA SUBTOTAL AT THIRD FLOOR 1 3268 I 1 TOTAL FOR OCCUPANT LOAD 242 (E) CONFERENCE RECEPTION (E) ELEVATOR ROOM 10o ST-1 ON TR IN toz ' 1 OFFICE z PLUWBNG FD(TURE CALCULATIONS E= E3 REQUIRED WATER CLOSET REQUIRED WATER REQUIRED H H H H TOTAL AREA OCCUPANT OCCUPANT RATIO CLOSETS ri LAVATORY RATIO CLOSETS LAVATORIES REQUIRED OCCUPANCY CLASSIFICATION (SF) LOAD FACTOR LOAD DRINKING MALE FEMALE MALE FEMALE MALE FEMALE MALE FEMALE FOUNTAINS ()TDOORHACCOMMODATES 480 OCC FIRE, LIFE, SAFETY B BUSINESS 4,048 100 41 1:25 1ST 50; 1:25 1ST 50; 1:40 1ST 80; 1:40 1ST 80; 1 1 1 1 N/A (72" DOOR/0.15=480 OCC) NOTE ALL COLUMNS SUPPORTING THE HORIZONTAL PLAN & CODE T 1:50 1:50 1:80 1:80 OCCUPANCY SEPARATION NEED TO BE FIRE PROOFED SUMMARY A ASSEMBLY 1,788 15 119 1:75 1:75 1:200 1:200 1 1 1 1 1 PROFLS1 PROJECT SUBTOTAL 2.00 2.00 2.00 2.00 1-1 ST FLOOR NORTH TOTAL REQUIRED 2 2 2 2 1 2 FIRST FLOOR FIRE LIFE & SAFETY PLAN 190312A1 1 11 ©2019 pDA,P.UODA ALL P1GHR RESERVED TOTAL NUMBER OF FD(TURES PROVIDED 2 2 -„- mem No.W-L-1243 C � O STEEL COLUMN--WIDE FLANGE STEEL COLUMN, MIN SIZES AS 2 SHOWN IN THE TABLE IN ITEM NO. 2. AHBblX.117p G►StM�4 CAhNLG 8116 LYrlowbnl lws�wtbabe F%k*-1 i1d 2 H14S1M Wi l) f#Gflili—)fAd2It1(SM fMrA ty O EXISTING 3/4"MIN.FLOORO BATTS AND BLANKETS*--NOM 2 FT BY 4 FT MINERAL WOOL BATTS IML M7�AMCA11Rbi114 TOPPING MIXTURE j r��r �rr� %r rrrr/jr CUT AND ATTACHED TO COLUMN IN ONE OR MULTIPLE LAYERS TRS—� FTPap—p �r �� rr r� WITH WIRE IMPALING FASTENERS (ITEM NO.3).SPACING OF 2 3 r� /� err HORIZONTAL JOINTS NOT TO EXCEED TWO(2) PER LAYER OF BATT LfbffA1AwW -6CFWmvt FHR*w I wW 2ItON Barn i) rr rr rr � PER 8 FT OF COLUMN HEIGHT WHEN DIMENSIONS PERMIT THE BATTS TO BE INSTALLED WITH THE 2 FT DIMENSION HORIZONTALLY. 11o11bgAN00E-GNIAie 1 Cf7Mbat F1H Rftllg—!!ft O EXISTING 3/4"T&G PLYWOOD SPACING OF HORIZONTAL JOINTS NOT TO EXCEED FOUR(4) PER SUBFLOOR rr r it rir LAYER OF BATT PER 8 FT OF COLUMN HEIGHT WHEN DIMENSIONS LRMn6AdAn6iw1-SCFMbigA � r r r rr �0 ) 9hi jj /j%j DO NOT PERMIT THE BATTS TO BE INSTALLED WITH THE 2 FT EXISTING WOOD I-JOISTS AT I'-4" kF' rir it rj. j DIMENSION HORIZONTALLY. FOR MULTI-LAYER APPLICATION, O OC % % r r HORIZONTAL JOINTS SHALL BE STAGGERED.VERTICAL JOINTS ARE r i ONLY ALLOWED AT THE CORNERS AND ARE SHIP LAPPED,AS �A O EXISTING NA3-1/24 TION BAUND r ij : r�rr�jr�jir r %i SHOWN IN THE ILLUSTRATION. MIN THICKNESS REQUIRED FOR r rr VARIOUS FIRE RESISTANCE RATINGS MAY BE DETERMINED FROM THE ATTETABLE BELOW: Z 5 6 O EXISTING 5/8"GYPSUM WALL BOARD O FASTENERS--TYPE C, 1/8 IN. DIAM STEEL WIRE STUD, 1-3/16 IN. Z 4 3 4 GREATER IN LENGTH THAN THE THICKNESS OF THE BATT,WELDED O NEW:LAYER 5/8"TYPE X GYPSUM WALL BOARD TO FLANGE EDGES AND 3/4 IN. FROM EDGES ON FLANGE FACES, SPACED NOT GREATER THAN 24 IN. OC AND 3-3/4 IN. FROM ENDS OF BATTS. BATTS IMPALED OVER STUDS AND HELD IN PLACE WITH 1-1/2 IN.SQUARE OR 1-1/2 IN. DIAM,26 MSG GALV STEEL CLINCH SHIELDS. AS AN ALTERNATIVE,TYPE"CAFCLIP", I I SWG SPRING STEEL CUP ON F? STUD WITH IMPALING SPIKES TO ACCOMMODATE THE BATT o 0 N A THICKNESS WITH ADDITIONAL I IN. EXCESS SPIKE LENGTH. FITTED N rn ONTO COLUMN FLANGE EDGES AND SPACED NOT GREATER THAN SECTIMA A MIN THICKNESS IN. 24 IN.OC AND 3-3/4 IN. FROM ENDS OF BATTS. BATTS IMPALED OVER SPIKES AND HELD IN PLACE WITH CLINCH SHIELDS. 1.WdANwm*—The ior2It,bwmbWam bowdWodad onwftdmIbeowskoodp(1w wubftkwWinthammwgp"w COLUMN SIZE W/D I-HR z N fubdMi6rt0900,U100,yayr8wts >ndFaft�a�nFhFaRMY{taDeDryanda�Y�t�11�k�wYg O CLINCH SHIELD-- 1-1/21N. DIAM OR 1-1/21N.SQUARE, FORMED FROM o CG�rbK6onlnYNC W6X16 0.57 2 26 MSG GALV STEEL FOR USE WITH TYPE C AND "CAFCLIP" FASTENERS m ABiwii—MGrframftdiienrt -drrrrmdandsatlmdldLM4odridkbadd2hydln (51Dy1UQ WBX28 0.67 I-I/2 ('ITEMNO. 3).ONE CLINCH SHIELD REQUIRED PER LAYER PER of o Raj iota%=W i6 b.4106 wq OG SMO mitt b be win 2-U2 b.04 d)vW bmww fm wb 25 MBG owwwYNd NeN" 1FSNdw s24irt010wyOC W12XI0 0.83 I-I/1 IMP*BEARING TND. o Z W 12X106 1.44 I *BEARING THE UL CLASSIFICATION MARK o a 8 Gtywi A Bosnl'—fil0 b1416 wn�)fMd�1 R 412w) awws at gwwl edpiw 71w ftPwm bNN�,numbx d flryan wld W 14X228 2.44 I UNITED STATES MINERAL PRODUCTS CO,DBA a N o sho ais aft Ad he N ipdiwd brie kdv"IiIIIIiid wd poaw Dolo .WR din nl of opmill 1113-1)2 h.(0 mm), ISOLATEK INTERNATIONAL—Type CE1 o `Q m The hm*F,FHRm&gofin&a"w)Mw ma"bfwhwsbbswbgd2owdmw*bsNdillibMMNd. Lrmwjg14%nWW—Mwom%*Wnow pooraadidtMMM�w- 611% r�oorr�rMdnapinMlp.T1wwnwdw� IN-.sw,pwil WwWWp"ales,dwb.so*■Von , F0 Wma I IL 06mat PamMlobe O#ysmpoftaonoom ICC-ESR 1153 ASSEMBLY B UL DESIGN X314 11eNdwlffNlwA�.ni.ia6w.N�t4Peewdlpr.dpwwbrlbewgbewwd: ONE HOUR RATED FLOOR ASSEMBLY 2 ONE HOUR COLUMN PROTECTION A F1wdo10 bt1111 CadM1►—tkw 2 bt(61 r*q dYw 4w w w0w)1Wwdnw a MSM iuR101ondill iiMlfid iNiw oonNnYkMy Or Iib NMl1r►fMfl�o6(M81LT1166118A M='M166n�Idd udp�616rydapmftd ImoM0hL4�OMM9al4'a L$. On+ul L$. I„= 1 _0„ On-F 52 mw i N”pS r&*Condi b b1 ro*wlpmwn a bdi Mdse dud aww 14 86f FMf6ib MMS OoII 4Do4R}�n M hE4Ctip110oiM111ctp11M t110100bpo1►r tx fUlge of m AOm m LTom+ PWdW-"F1wMhMM/PON— Mg0OMds10M01id11100SWOON MRbewet 1,r10m Z t6 @1 p11A)Awli 40y 1m11U111161 AiM Aibr 41M p416� 2 1 0111lGA FLEX we 2.INN Iin,05mo dim INwoko doktbMWon*k GABT� DIV OF Tf rOM 1 STEEL COLUMN 9.Mfn� h(t0 mmi fbip11161 df�e1111fW 6vpUa>w/►af�,frh velli DOrm 6YI�ab dlM OM,At pOhtGOnlOCY salon 06bt160n p/flN�lltaq�pllMwbpwl/ �ipMli�R{Y}alr�dilwbMdd�wM/IwMM101ajpMldklbpMfelm lMVpmb*Wkw%N O DRYWSTEEL STUDS S EACH CORNER OF COLUMN WITH I"TYPES CONTRACTOR NOTES a bomad6f1AT WARD MFG L L C FOR BIDDING PURPOSES, CONTRACTOR TO ASSUME THE FOLLOWING: ' �odowd�FTIMeCawileyd O 5/8"TYPEX GYPSUM WALLBOARD FLOOR CEILING ASSEMBLY OVER ROOM WILL BE UPGRADED TO A ONE HOUR RATED FIRE BARRIER. i>Viiwr dws tabiwediq bLc HIM Firmlop Systacm X15 6; � pi 2 O 1-1/2"STEEL CORNER BEAD APPLIED WITH I"TYPE S DRYWALL COLUMNS AND BEAMS SUPPORTING THE FLOOR ASEMBLY OVER THE TRAINING ROOM WILL BE FIRE , LJ SCREWS AT I'-0"OC IN EACH FLANGE PROOFED TO ACHIEVE A ONE HOUR RATING. ftebm ft W-L-1243 PROVIDE FIRE DAMPERS AT DUCT EPENETRATIONS AT ONE HOUR FIRE RATED ASSEMBLIES. ARCHITECTURE ENGINEERING 3 4 3.Pik Wo a Cechy kftW 8Wod—Yn t16 a ficMw d f4 wlI I u IN TERIO RS oalad l r-", bobom wineI -wW wwurn bawd s mir to bl bwid df1 wMwivl slwl0 be�foied M f�w+wtsert pppam bowel onbAWwsf & 15895 SW 72ND AVE SUITE 200 WLTI CONSTRiCII70N CHOM IL ON OF HLTI IC— Soda oF F54M UM bdlwwl SmdW PORTLAND, OREGON 9 7 2 2 4 aam"NUL lit** T E L : 5 0 3 . 2 2 6 . 1 2 8 5 ''kwicam*1Y!pvdft 11W bsw b UL Q di Cwdklen WAI brJug fw U.a d&Cwtft9t os(KmO m Candi), F A X 5 0 3 2 2 6 1 6 7 0 wrre�riYrF. W W W . C I D A I N C C O M UL DESIGN X528 2 ONE HOUR COLUMN PROTECTION DTLFL53 d W Z Q Q d = rn Lu O Q Z Lu Ropmdamd by HLTI,et Ca txV of X23.2M5 Mild Firestop systems Mild of 2 0 N Ny2 G c�I �+ FIRE PROTECTION 9 DETAILS 0 FLS2 0 190312.01 s ©2019 ODA,P.UODA ALL RIGHTS RESERVED w _ H ---7 H H H H H D 1j1 A --- 1i=_____________�i (E) * E (E) �` 1 II II II 1 (E) L-- -- ST-2 ADA TR ST-2 i i �' ADA TR 11 I 1 O 1 O F r O It 8 i C II I II � O n A I I O 6-- 11i �___________- B H `L (E)TR I i , (E) TR i i ii II H ire ��T /' II I II - 1 I II II `` i II II E / II I ��11I I `. .' 1 % I I II 11It \V II L II j // 1 ;1 1 V / 1 ISI j\ I II T - r-----�__� 6L, ii �, H ( ) i B ii (E) i 111 .' i�1I i1 E 1 11 C II ELEV MACH i 111ic -------- u---- ---------------------� -------' LC=ate II M 1 i _ u1 H o N / 1 1 111 ( ) •` `\! (E) t i F=====__ ii iii ELEVATOR a (E) ELEVATOR i, Iii 1 i ,i 11 111 ST-1rL_ I I 111 (E) /� n (E) / ii ii it It iii (E) o LOBBY LOBBY (( 1 11 111 o 11 5 11 II 11 II III m 11 1 11 II 11 II III M I I =_� 11 I I I I 11 III 0 z H II H H II III H H H o Q 00 wQ a _ m NORTH 1 NORTH DEMOLITION 1ST FLOOR PLAN 3 DEMOLITION 3RD FLOOR PLAN 1. 1/8" = 1'-0" �. 1/8" = 1'-0" DEMO PLAN GENERAL NOTES DEMO PLAN KEYNOTES DEMO PLAN LEGEND 1. ALL DOORS/FRAMES/HARDWARE TO BE UNISTALLED AND SALVAGEDO DEMO (E) PARTITION AS SHOWN FOR NEW DOOR — SEE 9/A1.1 & O PROVIDE DOUBLE 6 INCH 20 MSG. STEEL JOIST HEADER TO SUPPORT (E) EXISTING EXTERIOR WALL TO REMAIN FOR REUSE. 11/A1.1 PARTITION ABOVE OPENING HEIGHT. COORDINATE BOTTOM OF OPENING 2. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS WITH RELITE AND DOOR HEIGHT REQURIEMENTS (E) INTERIOR PARTITION TO REMAIN SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OF B DEMO (E) CASEWORK CONSTRUCTION. NOTIFY A/E OF ANY DISCREPANCIES. C DEMO (E) POCKET DOOR =_____--_ (E) EXISTING PARTITION/RELITE TO BE DEMOLISHED 3. CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTING AND INSPECTIONS. UNISTALL (E) FULL—GLASS DOOR — REINSTALL AT NEW LOCATIONS AT 4. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED ROOMS 102 & 104 — SEE 9/A1.1 (E) EXISTING DOOR TO BE UNINSTALLED AND SALVAGED OTHERWISE. REMOVE (E) FLOORING AND ADHESIVE—CLEAN (E) SLAB FOR EXPOSED O FOR REUSE AS FEASIBLE — SEE 9/A1.1 5. ALL EXISTING WALLS SHOWN TO REMAIN, TO BE PATCHED AND E REPAINTED PER FINISH SCHEDULE. FLOOR DEMO (E) COUNTER, SINK & FAUCET. PARTIALLY REMOVE CABINETS OTO PROVIDE NEW D/W AND REFRIGERATOR SPACE. PROVIDE NEW COUNTER — SEE 9/A1.1 OUNINSTALL (E) FIRED—RATED DOORS—REINSTALL AT NEW LOCATIONS AT CONF/ TRAINING 110 — SEE 9/A1.1 9'-3 1/2"' (E) 9'-10 1/2"± 10'-7 1/2" 12'-7 1/2"' 8'-9"± FIRE i 0 U- 0 RISER o 0 l.J E H 0 H H 15895 SW 72ND AVE SUITE 200 I��1I���I1�I'� T E L 5 0 3 2 2 6 1 2 8 5 OF (E HALL 1 H ��(E) B � * �_ A 3 OFFICE 3 (E) 7(E) �I PORTLAND, OREGON 9722, OFFICE 109u itoo 5 — !� " OFFICE 3tt A 5 Q323CE A x : sot . z z s . 1 6 7 0 3 ,/ �/ 4(E)b A 106-A � OFFICE '01307 WORK5'-0" STORAGE 4 E) , 306 a A 31 1-A (E) RO77 OM(E) (E) Bo ADA TR (E) 325 CLEARBREto6 M + - - ROOM O I 3 4 t WORK ! 2 w 4 ROOM o toy In 306-A CONFERENCE O� (E) ? to3 E) BREAK = h' ROOM (E)1 a (E)TR 2 6 OFFICE A 3oa R�toM (E) TR m toy Ld (E) mm ( \ mm 3os \ < (E) lE� ROOM OPEN T I A a 01H- - - - - - - - - - - - w}}� I I 0 026E A 324 322 I M 4 ARCHIVE STORAGE A WW llllll 1 SECURE 14'-2 1/2"t iQ 0 108 CONF TRAINING STORAGE ---- ------- 5'_ �� \ (E) U- EA 305-A WORK 309- JC o 20'-8 1/2" 2 LL ROOM (E) O -A 5'-0" 304-A Sot &/ 2 D CLEAR 3 •1 A (E) ¢ --------------- a ELEVATOR (E� d j u� Nv = RECEPTION (E) (E) ELEVATOR B !z N ENTRY E T Y m CONFERENCE too ST-1 J OFFICE N o q o 30o STE)1 (E) 320 (E) � Q cV ROOOM toe OFFICEQ (E) 110-A \�1 - OFFICE OFFICE (E) Z ww = � 3 tot 1 - LOBBY B I N 303 3oz A LOBBY OFFICE w �Ilr cr (E) o A (E) (E) � 3 � o FQF A H V H H FO HL IL H v H H 7: ccl 10'-7" t 9'-10 1/2" t N 3 z O O Q o z � 0L Lu r NORTH NORTH eN s 1ST FLOOR PLAN eN 3RD FLOOR PLAN 1/8" = 1'-0" FLOOR PLAN GENERAL NOTES FLOOR PLAN KEYNOTES FLOOR PLAN LEGEND WALL TYPES 1. ALL CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS 100 ROOM NUMBER SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO 1 INFILL AT (E) OPENING D (E) EXISTING EXTERIOR WALL ❑ NEW INTERIOR PARTITION - NON-LOAD BEARING GA. ET STUDS 2 O BOTTOM CONSTRUCTION. NOTIFY ARCHITECT / ENGINEER OF ANY 2 (N) MANUAL OPERABLE PARTITION, TBD, SEE DETAIL (E) EXISTING (N) PARTITION CEILING WTIH5/8 GYP BID. EACH SIDE. PROVIDE GLASS OR z DISCREPANCIES PRIOR TO THE START OF WORK. 10/A1.2 MINERAL FIBER INSULATION FULL DEPTH OF CAVITY. - SEE 1/A1.2 2. ALL DIMENSIONS ARE TO CENTERLINE OF NEW WALL UNLESS FOF FACE OF FINISH A WALL TAG s NOTED OTHERWISE. 3 ALIGN EDGE OF WALL WITH EXISTING WALL (N) NEW 4 SEE A3.1 FOR ADDITIONAL INFORMATION 1 RELITE TYPE- SEE 9/A1.2 _ _ BEARING 5 PROVIDE VERTICAL GRAB BAR - SEE DETAIL 6/A3.1 El NEW 1-HR RATED�ANiERIORDSo 0"NO C.TO B0 OF 6 PROVIDE PROVIDE MANUFACTURER'S STANDARD WICKET DOOR EXISTING STRUCTURE WTIH 5/8" TYPE 'X' GYP BD. EACH FIRST & THIRD 5 SIDE. PROVIDE GLASS OR MINERAL FIBER INSULATION FULL FLOORS DEMO & WITH EXIT HARDWARE. DEPTH OF CAVITY. - SEE 1/A,.2 FLOOR PLANS A1.10 190312.01 s ©2019 ODA P.UaDA ALL RIGMS RESERVED 9 DEEP LEG `- 5 5 DOO ■ SCHEDULE TOP TRACK M A1.2 A1.2 OR SLOTTED DOOR # DOOR HARDWARE OPENING WIDTH DOOR DOOR DOOR FRAME FRAME FINISH NOTES DOOR # W" "W" TYPE GROUP x HEIGHT THICKNESS MATERIAL FINISH MATERIAL LEG DEFLECTION 101-A B 4 3'-0"x9'-0" 1 3/4" SC STAINED WD PAINTED -- 101-A TRACK FIRE SAFING BEYOND ® 102-A C 3 3'-0"x9'-0" 1 3/4" SC/GL STAINED WD PAINTED -- 102-A STEEL STUD 5 5 / /GL STAINED WD PAINTED 104-A ' A1.2 A1.2 104-A C 1 3'-0"x9'-0" 1 3 4 SC � BOTTOM OF - 105-A A 2 3'-0"x9'-O" 1 3/4" SC STAINED WD PAINTED -- 105-A STRUCTURE iii ii NOTE: CONNECT STEEL STUD TO ONLY ? = SLOTTED LEG DEFLECTION TRACK OPTION 106-A A 2 3'-0"x9'-O" 1 3/4" SC STAINED WD PAINTED -- 106-A 108-A A 2 3'-0"x9'-O" 1 3/4" SC STAINED WD PAINTED -- 108-A BOTTOM T ROF CTURE ® ® 108-B A 2 3'-0"x9'-0" 1 3/4" SC STAINED WD PAINTED -- 108-8 ° (E) FLOOR/ROOF FRAMING RAISED PANEL (MATCH EXISTING) RAISED PANEL 110-A -- 5 -- -- -- -- WD PAINTED 1 110-A _VA L A OB POCKET 110-B -- 5 -- -- -- -- WD PAINTED 1 110-8 (E) GYP. BD. CEILING TO REMAIN 302-A C 1 3'-0"x9'-0" 1 3/4" SC/GL STAINED WD PAINTED -- 302-A 5/8" GYP. BD. 5 303-A C 1 3'-0"x9'-0" 1 3/4" SC/GL STAINED WD PAINTED -- 303-A A1.2 W" 304-A C 3 3'-0"x9'-0" 1 3/4" SC/GL STAINED WD PAINTED -- 304-A FULL CAVITY GLASS FIBER FRICTION ��yy" FIT INSULATION 305-A C 1 3'-0"x9'-0" 1 3/4" SC/GL STAINED WD PAINTED -- 305-A rn 0) METAL STUDS PER PLAN ® 24" O.C. 306-A C 1 3'-0"x9'-O" 1 3/4" SC/GL STAINED WD PAINTED -- 306-A o 0 m 6 P 5 307-A C 1 3'-0"x9'-0" 1 3/4" SC/GL STAINED WD PAINTED -- 307-A _ BASE PER SCHEDULE / At 2 308-A D 6 3'-0"x9'-0" -- GL -- -- -- 2 308-A BOTTOM TRACK TO FLOOR WITH ? _ 309-A A 2 3'-0"x9'-O" 1 3/4" SC STAINED WD PAINTED -- 309-A z ANCHORS AT 4'-0" O.C. (MAX) AND \ AT CORNERS AND ENDS -- 311-A C 1 3'-0"x9'-0" 1 3/4" SC/GL STAINED WD PAINTED 311-A m � BASE T 324-A D 6 3'-0"x9'-0" -- GL -- -- -- 2 324-A o z CONTINUOUS BEAD NON- 324-B D 6 3'-0"X9'-0" -- GL -- -- -- 2 324-8 o a HARDENING \ RESILIENT CAULK ^ FLUSH FULL GLASS SWING N x C FULL GLASS D o = m � a NOTES: TYPICAL INTERIOR PARTITION 2 DOOR TYPES 1. RATED DOOR: 90 MIN; REUSE EXISTING DOORS PER KEYNOTE G ON SHEET All 1. 3/4" = 1'-0" 092900-07 MOD. 1. 1/4" = 1'-0" T =TEMPERED GLASS 2. ALL HARDWARE BY GLASS FABRICATION SUPPLIER - PROVIDE ADA COMPLIANT PULLS ABBREVIATIONS: (E) EXISTING HMKD HOLLOW METAL KNOCK DOWN SC SOLID CORE WOOD GL GLASS MDF TRIM, PAINTED, MATCH EXISTING GENERAL NOTES: WOOD FRAME. MATCH EXISTING 5-3/4" BRACKET 1. REINSTALL (E) DOORS/HARDWARE, AS FEASIBLE. FOLLOW SCHEDULE FOR DOOR/HARDWARE TYPES-PROVIDE NEW (TO MATCH EXISTING) AS NECESSARY. 2. ALL NEW DOORS TO MATCH EXISTING, SPECIES, STAIN, FINISH, HEIGHT & HARDWARE. 4-1/2" GAGE 3. THE OPENING FORCE SHALL NOT EXCEED 5 LBS FOR INTERIOR DOORS, 8.5 LBS FOR EXTERIOR DOORS, AND THE MINIMUM FORCE REQUIRED TO CLOSE AND HANGER RODS LATCH THE DOOR FOR FIRE DOORS. OSSC 1109.9.9 ' 4. ALL HARDWARE SHALL COMPLY WITH THE REQUIREMENTS OF THE ADA. HANGER BRACKET 5. DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 1 BY MODERNFOLD 6. CONTRACTOR TO VERIFY HARDWARE FUNCTION INDICATORS FOR ALL DOORS WITH OWNER PRIOR TO ORDER/INSTALL. , 7. ALL NEW DOOR FRAMES TO MATCH EXISTING. GYP. BD. (2) LAYEROF—/", ARCHITECTURE WOOD STUD WALL 5/8" GYPS BD. HARDWARE SCHEDULEENGINFERINC 1/4" SHIM- TYP. ROLLER CHAIN TYPE 1 TYPE 2 TYPE 3 TYPE 4 HEAD CONDITION WOOD FRAME. MATCH EXISTING 1 EA OFFICE LOCKSET 1 STORAGE LOCKSET 1 EA PASSAGE LATCH 1 EA. TOP RAIL 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 1 1/2 PAIR BUTTS 1 1/2 PAIR BUTTS 1 1/2 PAIR BUTTS 1 EA. BOTTOM RAIL r E L s o 3 2 2 6 . l 2 e s F A X 5 0 3 2 2 6 1 6 7 0 9'-0" AFF ,: :, ,. .. . 1 SET SILENCERS 1 SET SILENCERS 1 SET SILENCERS 2 EA. ADA PULL TRIM WWW , C I D A I N C C O N #30 TRACK PRE-PAINTED 1 EA WALL STOP 1 EA WALL STOP 1 EA WALL STOP 2 EA. TOP WHEELS (W/COVER) M OFF WHITE 1 EA STRIKE 1 EA STRIKE 1 EA STRIKE 2 EA. BOTTOM WHEELS (W/COVER) GUIDERAtL 1 JAMB CONDRION STEEL BALL BEARING TYPE 5 TYPE 6 TROLLEY S.0 WOOD DOOR I VINYL TOP SEAL 1 EA PANIC HARDWARE 1 EA FLOOR PIVOT 1 1/2 PAIR BUTTS 1 EA RECESSED HEAD PIVOT/CLOSER 5 TYPICAL INTERIOR DOOR DETAIL5-1/2� TRACK 1 SET GASKET 1 EA PUSH PLATE �. 3" = 1'-0" 08200-02 1 EA WALL STOP 1 EA DOOR PULL 1 1 EA STRIKE 1 EA WALL STOP d W EQ. ® 5'-7 1/2" I C� 2� _ LL O CJ LD � Q cJ Q a = O� CD I NOTE: ROOF TRUSSES ABOVE w EXTRUDE ALUMINUM \ z i NOT SHOWN FOR CLARITY L F, O / z U-CHANNEL, D0� d z TYP. / PER 0 CL LL. / SC EDUL o o I O CLEAR SILICONE CD BUTT-JOINTS,AT ALL / ? a A-A Z � U' R3/8 COLUMN CAP _ TYP T T T / TLu i h'1/4x4"x6" WITH (3) 7/8"0 BOLTS — EXTRUDE BUTT-JOINTED FULL GLASS FI3/8" FULL DEPTH STIFFENER U CHANALUMINEL,, =3/8" (10mm) TEMPERED GLASS i A TYP. I (E) WALL 1'-0" 3 SIDES 1/4 TYPICAL COLUMN PER PLAN I ! f EXTRUDE I I 4x BLOCKING BETWEEN TRUSSES ALUMINUM NOTE: OMOT WOOD TRIM AT BUTT GLAZED RELITEI AT KICKER U-CHANNEL, / DO" \ TYPES AUTOMATIC BOTTOM SEAL I + 1 4 A 1 1/2 z TYP. / SCHE R I PROVIDES 2" OPERATING i ICKER PER 12/S3.1 2 CLEAR SILICONE CLEARANCE (+.50"/- 1.50") AT ALL / CARPET PER BUTT-JOINTSS, /P. / SCHEDULE I 1/4 BEAM PER PLAN — — — — — — — — — — — — — — — — T T T I N) L4x4xl/4'x0'-5" FINISHED R1/4" FULL DEPTH 11 11 EXTRUDED-/ BUTT-JOINTED FULL GLASS FLOOR STIFFENER AT KICKER I I 3" s ALUMINUM <2> I I DOOR SCHEDULE & U-CHANNEL, T=3/8" (1Omm) TEMPERED GLASS (N) L3X3X1/4 KICKER DETAILS TYP AT ENEA. SIDE OF BEAM DS AND MID SPAN A1.2 rg-'NN RELITE TYPES OPERABLE PARTITION PARTITION BEAM AT COLUMN 12 BEAM BRACING AT PARTITION 1. 1/4" = l'-0" T =TEMPERED GLASS 3" = l'-O" 1 1" = 1'-O" 1" 1" = 1'-0" 190312.01 ©2019 ODA P.UODA ALL RIGHTS RESERVED W __ OFFICE H E HALL H H HLl 104 ( 109 E o 0 o E N * • .. N � (E) aw BREAK ADAE )TR o ST-2 ROOM ®EF to7 0 SROOMR STORAGE ° ®EF o Li1 WORK (E)TR Lj ROOM 10.3 N ARCHIVE STORAGE ° N toe E CONF TRAINING N rn rn ELEV MACH tto CONFERENCE ROOM 102 ° D o (E) � z RECEPTION SE)1 (E) ELEVATOR o OFFICE 10o LOBBY No 0 z N • u- o O O O E o 0 o E o 0 E w I ZD N D H H H H NORTH eN s 1ST FLOOR REFLECTED FLOOR PLAN 2. RCP GENERAL NOTES RCP KEYNOTES RCP LEGEND 1. THIS DRAWING IS DIAGRAMMATIC AND FOR DESIGN PURPOSES ONLY. Oj SOFFIT AT NEW OPERABLE PARTITION TRACK - SEE DETAIL 9/A1.2 ROOM ROOM NAME & NUMBER o (E) EXIT SIGN TO REMAIN 2. JUNCTION BOXES TO BE PAINTED TO MATCH ADJACENT SURFACE. 3. VERIFY ALL BUILDING CONDITIONS - REPORT ANY CONFLICTS OR ADVERSE CONDITIONS TO ARCHITECT. o (E) PENDANT LIGHT FIXTURES o 4. GENERAL CONTRACTOR TO VERIFY (E) FIRE STROBE LOCATIONS. (N) EXIT SIGN (Cl-G. HUNG WHERE RELOCATE AS REQUIRED. TO REMAIN N REQUIRED) 5. ALL (E) GYP.BD. CEILING TO REMAIN- PATCH/ REPAIR AS NECESSARY- PAINT PER FINISH SCHEDULE. (E) VANITY LIGHT FIXTURE TO O (N) DIRECT/ INDIRECT REMAIN SUSPENDED LED LIGHT FIXTURES BASIS OF DESIGN: FINELITE , SERIES 16 LED TAILORED LIGHTING ®EF (E) EXHAUST FAN TO REMAIN OR APPROVED EQUAL ARCHITECTUREI 9 (E) SUSPENDED LIGHT FIXTURES TO REMAIN INTERIORS H H H H I 15895 5W 72ND AVE SUITE 200 PORTLAND, OREGON 97224 O C7 C2 T E L : 5 0 3 2 2 6 1 2 8 5 OFFICE FAX : 503 . 226 . 1 670 OFFICE OFFICE E F-3237 WWW . C I D A I N C . C OM 307 311 L-- ------ST=2 (E) wol ADA TR ROOM BREAK ®EF 325 OFFICE 11 1 CONFERENCE ROOM 306 308 310 m m ®EF o OFFICE (E) TR D 3os SECURE STORAGE ) I ° 309 CAdE )ROOM(WAR OFFICE I 326 322 0 WORK J ROOM OFFICE 301 E 304 0 (E) E 3z0 Y e G ELEVATOR OFFICE OFFICE STE-) LLJ 1 O N 303 302LL (E) F AA Q N O O E3LO III o OFFICE Q ENTRY 321 w = O H H 300 H H o L O z o Q z � NORTH eN 11 3RD FLOOR REFLECTED CEILING PLAN P O N yNi L yu� C RCP 0 A 2.1 D 190312.01 s ©2019 ODA RC/ODA ALL RIGI-ITS RESERVED w H H H � H GENERAL NOTES LIST OF F 4SFES I t 1. VERIFY ALL FINISH SELECTIONS WITH TENANT/ OWNER PRIOR TO FLOORS BASES WALLS CEILINGS ORDER/INSTALL. EX B-1 W-1 CL-1 PL-1 PLASTIC LAMINATE OFFICE 7 I 2. FURNITURE SHOWN FOR REFERENCE ONLY. FURNITURE TO BE TENANT EXPOSED CONCRETE WOOD BASE - MATCH (E) PAINTED GYP. BOARD, PAINTED GYP. BOARD, SHERWIN VERTICAL CASEWORK, FORMICA, 1oa A31 SHERWIN WILLIAMS, SW0037, WILLIAMS, SW7028, 7708-58, FLAX GAUZE r C SUPPLIED/COORDINATED. MORRIS ROOM GREY INCREDIBLE WHITE A (E) 1 3. ALL NEW FLOORING TO BE INSTALLED PER MANUFACTURES a I ADA TR L I D RECOMMENDATIONS AND IN ACCORDANCE WITH TCNA GUIDELINES. CPT-1 W-2 PL-2 PLASTIC LAMINATE 9 O 1 I CARPET TILE , J+J, REVERIE PAINTED GYP. BOARD, COUNTERTOP, FORMICA, OR --- SERVER STORAGE I MODULAR STYLE 7684, COLOR SHERWIN WILLIAMS, SW0038, 6209-43, PRESTIGE WALNUT A3.1 los los BREAK , I. ` ` 2614, LOFT LIBRARY PEWTER 111Q ROOM J J 107 WORK C O(E)TR , FINISH FLOOR PLAN KEYNOTES ROOM F�NSI'I SCI'EDULE 103 ROOM # ROOM NAME FLOOR BASE NORTH EAST SOUTH WEST CEILING NOTES ROOM # ROOM ❑ LLLgD) I WALL WALL WALL WALL -- C flim ^ mm 1 REPAINT ALL EXISTING ELEVATOR LOBBY WALLS W-1; I rt J O PAINT CEILING CL-1 100 RECEPTION (E) CL-1 100 a Iii- - - - - -- - - - - - �>++I I L--y-- -- -- --�-- 101 OFFICE E CL-1 -- 101 '43'1 - ARCHIVESTORAGE (E) ELEV CONE TRAIN( G I 102 CONFERENCE ROOM (E) CL-1 102 ------------ B r- T--T--T--T--T-- MACH I - 110 D... . _ - - 103 WORK ROOM i (E) CL-1 -- 103 CONFERENCE } (E) CL-1 -- 104 ROOM - - - - I 104 OFFICE 102 ELEVATOR ' ). .f ): -� --� FINISH FLOOR PLAN LEGEND 105 SERVER ROOM EX CL-1 -- 105 N o 106 STORAGE EX CL-1 -- 106 a' L ..' ! J 101 ROOM NUMBER 107 BREAK ROOM (E) CIL == 107 — LlYYY/// 108 ARCHIVE STORAGE (E) CL-1 108 Z OFFICE CPT-1 EXISTING FLOORING TO 110 101 RECEPTION I CONFERENCE/ TRAINING CPT-1 B-1 W-1 W-1 W-1 W-2 CL-1 -- 110 0 H �� H O H E3 H REMAIN o z o 300 ENTRY (E) CL-1 -- 300 0 0 NORTH - W-2 301 WORK ROOM -- 1ST FINISH FLOOR PLAN 3D2 OFFICE (E) B-' W-2 W-' W-' W-1 CL-1 -- 301 LA < � o (E) CL-1 302 o14 N m 3. 1/8" = 1'-0" 303 OFFICE (E) CL-1 -- 303 - N 304 OFFICE (E) CL-1 -- 304 305 OFFICE (E) CL-1 -- 305 306 OFFICE (E) CL-1 -- 306 307 OFFICE (E) CL-1 -- 307 39"-41' GRAB BMS -- PER H H '"{ �� H ��°'" MSI 604.5.1 30b CONFERENCE (E) CL-1 -- 308 7--� m� 309 SECURE STORAGE (E) CL-1 -- 309 OFFICE OFFICE OFFICE { >1 -� ❑ FI (E) -- �1 r OFFICE � 310 BREAK ROOM CL-1 -- 310 306 307 311 - WORK 311 OFFICE (E) CL-1 311 (E) ROOM i I Eximsc CRAB BARS 320 (E) ENTRY (E) CL-1 -- 320 I a ADA TR '. 321 OFFICE (E) CL-1 -- 321 ' A3.1 i O I 322 OPEN OFFICE CPT-1 B-1 W-1 W-1 W-1 W-2 CL-1 322 323 OFFICE CL-1 -- 323 1 NFEREN 1 I BREAK 0 210E wAL1 (E) , ROOM a (E)TR i 1 324 WAR ROOM (E) CL-1 -- 324 I ' I I R I , OPEN s VERTICAL GRAB BAR 325 WORK ROOM (E) OFFICE ' ' e ' AdE ROOM e ms- 77a OFFICE 326 (E) COFFEE (E) CL-1 -- 326 I � 326 1 32a 322 . I 3. 1/4" = 1'-0" GENERAL NOTES: SECURE STORAGE ' ' 1. ALL WALLS TO BE W-1 U.N.O. WORK 10F-30-9-1O I ¢ ROOM A3.1 4'-2" 15895 SW 72ND AVE SUITE 200 (E) I, - 7 ' - PORTLAND, OREGON 97224 --------------- ENTRY ELEVATOR O 1 PLASTIC LAMINATE kaA AER • • • • (TYPE TBD) COUNTER TEL : s 0 3 . 2 2 6 . 1 z 7 s 300 E3zoY 4 TOP, FLAT EDGE, P A x : s o 3 . z z 6 . i 670 0 OFFICE ' / • • • • TYP. W W W . CIDAINC . CDN 304 1 OFFICE OFFICEOFFICE 1 / � • • • •�---i----- SHELF PIN HOLES 303 3oz O LOBBY 0 b2CE // \ / / a o � 1" O.C. TYP. W/ O ® • • • • ADJ. PLASTIC LAMINATE (TYPE TBD) o • • • • SHELF PLASTIC LAMINATE AT \ • • • • EXPOSED SURFACES TYR NORTH 5 3RD FINISH FLOOR PLAN \ 3 BASE PER SCHEDULE 7 BREAK ROOM 107 E STING CASEWORK) 8 COPY/ WORK AREA SECTION 3. 1/4" = 1'-0" 3. 3/4" = 1'-0" 12 12 ELEVATION KEYNOTES PLASTIC LAMINATE (TYPE TBD) AT ALL 0 ; 1 A3.1 A3.1 1 (N) DISHWASHER - OWNER EXPOSED EXTERIOR SURFACES TYP. 4 EQ ® 10'-0" 1 PAINTED GYP. BD. 9 LL N 3 O PROVIDED/CONTRACTOR INSTALLED • • SHELF PIN HOLES 0 1" O.C. TYP. W/ ADJ. Q a = ON 3 2 BASE PER SCHEDULE PL-1 CABINET WITH ADJUSTABLE 10 (N) SINK/FAUCET AT (E) LOCATION PLASTIC (AMINATE (TYPE TBD) SHELVES L > � SHELVING WHERE SHOWN • • WIRE PULLS - LOCATE 1-1/2" FROM Z O \' % \' % \ % \ % O PL-2 COUNTERTOP WITH 4" BACK AND • VERTICAL EDGE (TYP.) a Q it it it -At SIDE SPLASH WHERE SHOWN Lf) 4 ? 4 MELAMINE ALL INTERIOR SURFACES O NEW SIP FAUCET • Z O O • • Q COPY MACHINE OWNER PROVIDED/CONTRACTOR • • LS _ Z WIRE O INSTALLED VERTICAL LEDGE (TYP.)E 1-1/2" FROM F- -7 F-- - / \ i i s i O7 (E) CABINETS TO REMAIN 1 -1" PLASTIC LAMINATE (TYPE TBD) COUNTER 3'-0" 4 EQ 0 10'-0" 8 (N) REFRIGERATOR - OWNER TOP W/ 4" SIDE AND BACKSPLASH, FLAT A B O PROVIDED/CONTRACTOR INSTALLED a EDGE, TYP. N 2'-1" PROVIDE BLOCKING AT LOCATIONS SHOWN 0 n 12 MELAMINE AT ALL CABINET INTERIORS TYP. 12 A3:1 1 1 A3.1 3 EQ ® 9'-2" - - - 4 EQ ® 11'-10" - 14 3 3 N - - - - J PLASTIC LAMINATE (TYPE TBD) AT ALL VERT. EXTERIOR SURFACES TYP. - \/ 6 / / • • SHELF PIN HOLES ® 1" O.C. TYP. W/ ADJ. \' T 7 7 7 7 7 � • • PLASTIC LAMINATE (TYPE TBD) SHELF A3.1 4 1 n • 4 4 • BASE TO MATCH PL-1 - . 3 \ \ \ • • CABINET NOTES 1 \ 3 - - - - - - - \ \ - - - 3 1. VERIFY DIMENSION IN FIELD PRIOR TO FINISH FLOOR PLANS, LIST 2 \ \ \ OF FINISHES, FINISH FABRICATION \ _ e 2 . 'v \ 2 \ SCHEDULE ELEVATIONS & 2. FILLER PANELS TO MATCH CABINET FACE OPEN 3 EQ ® 5'-0" MATERIAL SECTIONS i X18" L 4 EQ ® 11'-10" ` C MIN. LM N'. 3 EQ ® 9'-2" A3.1 8 s WORK ROOM 103 10 WORK ROOM 301 » BREAK ROOM 310 WALL AND BASE CABINET SECTION 190312.01 3. 1/4" = 1'-0" 3. 1/4" = 1'-0" 3. 1/4" = 1'-0" 3. 3/4" = 1'-0" 064023-06n ©2019 ODA P.UCIDA ALL RIGHTS RESERVED w (E) ROOF JOIST tt� TG'R,1 �� ROfFf H H - H +N E3 H (E) ROOF JOIST w� t H g 1p10 �9 < I G 3 I 7S D. � 104 51.1 I C4 (N) WF BEAM EXPIItEs: a F I3 tis ❑ ���+�+.� yss�+� i PER PLAN 55 , +�A A 51.1 n ❑ W12x26 I W12x26 ^ 1" CLR MIN. ISI - - - - - - - 6- - I - IJJ ISI I (N) BEAM PER PLAN 2 S1.1 51.1 i 2 ti� 51.19'-0" A.F.F. 7 0)9'-0" A.F.F. M (E) CEILING o m 3 I (E) CEILING ry o S1.1 I MIN. PER WALL MNFR CUT SHEEP NOTE: ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL ® AT LIKE CONDITIONS. ti 13 z N: s +� I MIN. PER WALL m +�A MNFR CUT SHEET o Z Z 0 o 0 E E H Q N o � N m O Lei - N 5 NORTH S1.1 1 FLOOR PLAN 2 BEAM AT PARTITION3 BEAM AT PARTITION S1.1 1/8" = 1'-0" 1 112", TYP ( BEAM PER PLAN 1 1/2 I CONNECTION PER 4/S1.1 I I (N) L4x4x1/4"x3" W/ + + + I (1) 2" SLOTTED HOLE AND 3/8"0 BOLT FACE OF STEEL ♦ I ♦ INSTALL BOLT CENTERED IN SLOT L3x3x1/4"x3" W/ 1/4 I I A SIMPSON 1/4'x3" SDS ♦ I 2 1/2" SCREW TO STUD WALL OR I I I (N) 4x BLOCKING ____-- - - ------ 1 4 / 1 1/2" BETWEEN STUDS AT BLOCKING BETWEEN STUDS } I ♦ / - / \ COLUMN AS REQUIRED (E) WALL TO I II (E) COLUMN (E) STUD WALL REMAIN I I TO REMAIN TO REMAIN I l , SHEAR PLATE PER I I A=A I T I (E) SHEATHING t SCHEDULE W/ l 11 I ~ A325-N BOLTS-- (E) SHEATHING I 1 T 1 SEE TABLE FOR SIZE I 1 BEAM PER PLAN T I I t C) QUANTITY REQ'D 1 I a CENTER ON BEAM) I I T I CONNECTION PER 4/S1.1 i + AA=A ♦ I I I I I \ i it ♦ I II (E) COLUMN PER PLAN I I 11 I A II 1/2" CER. I I (E) SLAB TO REMAIN BEAM PER PLAN 15895 SW 72ND AVE SUITE 200 AA=A CONNECTION PER 4/51.1 BEAM ER LA PORTLAND, OREGON 97224 CONNECTION PER 4/51.1 (N) COLUMN PER PLAN I F A X 5 0 3 . 2 2 6 . 1 6 TEL : 503 + 226 . 1 7 0 T,' ) COLUMN PER PLAN I CONNECTION TOwww . cIDA1Nc . con TL'1/4x9'x3" W/ I I CONCRETE PER 5/S1.1 (2) 3/8"0x3" TITEN HD II (E) CONCRETE EDGE SUPPORTED BEAM SIZE PLATE THICKNESS WELD SIZE N0. OF BOLTS A A W 12, C12, OR W14 1/4" 1/4" (3)--3/4" DIA. FINISHED GRADE 11 11 NOTES: 1.) ALL BOLTS TO BE ASTM A325 N. UNLESS OTHERWISE NOTED 11 11 II _ (E) CONCRETE EDGE 11 2.) ALL WELDS EACH SIDE WITH E70XX ELECTRODES. DO NOT RETURN WELDS. WHERE OCCURS 1 1 I ) 3.) HORIZONTAL SHORT SLOTTED HOLES ARE PERMITTED. r _J I I\� III-I 11:11: 4 STEEL BEAM CONNECTION s COLUMN AT WOOD STUD WALL (N) BEAMS TO (E) COLUMN COLUMN AT WOOD STUD WALL $1.1 3/4" = 1'-O" 05240-09 S1.1 1 1/2" = 1'-0" S1.1 1 1/2" = 1'-0" S1.1 1 1/2" = 1'-0" LLJ CODE GENERAL POST-INSTALLED CONCRETE ANCHORS SPECIAL INSPECTION PROGRAM o Q N . 2014 OREGON STRUCTURAL SPECIALTY CODE (2014 OSSC) 1ADHESIVE 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE Z = � FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. A. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL ADHESIVE ANCHORS Q THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE PROVISIONS WITHIN nBA CONTMOW (3) PERIODIC (3) REFERENCED STANDARD COMMENTS w T� DESIGN CRITERIA STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS > i BE LIMITED TO, BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, STRUCTURAL STEEL O Z O ) ETC. OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION B. AT THE TIME OF ANCHOR INSTALLATION, IN ACCORDANCE WITH ACI 318-14 SECTION 17.1.2, ADHESIVE 1 MATERIAL VERIFICATION OF STRUCTURAL STEEL EARTHQUAKE: OF THE ABOVE ITEMS. ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS LZ SEISMIC PARAMETERS: 3 A. IDENTIFICATION MARKINGS CONFORM TO ASTM - - C. WHERE THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT REQUIRES ADHERENCE TO ACI 318-14, O � OCCUPANCY CAT. II 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH SECTION 17.8.2.2 INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICALLY OVERHEAD STANDARDS SPECIFIED IN THE APPROVED ASTM A 6 OR ASTM A 568 IMPORTANCE FACTOR = 1.0 CONSTRUCTION DOCUMENTS Z O Q DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGHQ "O MAPPED: Ss = 0.983 SITE CLASS: D A/E. ACI AND IN ACCORDANCE WITH ACI AND IN ACCORDANCE WITH ACI 318-14, SECTION 17.8.2.2. PROOF B. MANUFACTURER'S CERTIFIED MILL TEST REPORTS - - ASTM A 6 OR ASTM A 568 Z Ln DESIGN: SDs = 0.725 SEISMIC DESIGN CATEGORY = D CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT F- 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OF INSTALLATION. NOTE: THE STATE OF OREGON DOES NOT REQUIRE ADHERENCE TO ACI 318-14, 3) INSPECTION OF WELDING METALS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. SECTION 17.8.2.2. 1) SINGLE PASS FILLET WELDS < 5/16" - X AWS D1.1 REF. NOTE (2 & 4) 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH 2. MECHANICAL 1. MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, FY=36 KSI, UNLESS STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. A. MECHANICAL ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL MECHANICAL 2) POST INSTALLED CONCRETE ANCHOR INSTALLATION - X PER ICC-ES REPORT FOR ANCHOR NOTED OTHERWISE. 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE 2. TUBES TO BE ASTM A500, FY=46 KSI; PIPES ASTM A501, FY=36 KSI. MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. 3. BOLTS TO BE ASTM A307, UNLESS NOTED OTHERWISE. AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. - REFER TO ESR-2713 FOR ADDITIONAL INSTALLATION INSTRUCTIONS ON PROGRAM FOOTNOTES: 4. WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN 6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE FOR SIMPSON TITEN HD AND SIMPSON TITEN HD ROD HANGERS (1.) THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH 2014 OSSC CHAPTER 17 BY A CERTIFIED ACCORDANCE WITH AWS STANDARDS. ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL COORDINATE SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, ALL DETAILS. REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL 5. ALL STEEL TO BE PAINTED WITH HIGH PERFORMANCE PAINT. NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION 7. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTORS AND BUILDING OFFICIAL ANY MATERIALS WHICH 6. STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS. STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. GOVERN. SPECIAL TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 8. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW (2.) SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE 2014 OSSC 1704.2 STATE OF OREGON (3.) CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION (2014 OSSC 1704.3). PERIODIC SPECIAL INSPECTION MEANS THAT THE 1ST FLOOR PLAN AND 9. ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL ® LIKE CONDITIONS SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING DETAILS SPECIAL INSPECTION IS IN COMPLIANCE. u' 1 (4.) ALL WELDS SHALL BE VISUALLY INSPECTED. J I C 1 ■ 1 eE 0 s 190312.01 ©2019 ODA P.CJODA ALL RIGHTS RESERVED ii