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Plans (7) BtP2015 - 00230 DESIGN/CODE DATA GENERAL NOTES LEGEND GOVERNING CODE: 2014 OSSC A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. _= ______, EXISTING CONSTRUCTION TO BE DEMOLISHED OCCUPANCY: B B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. CONSTRUCTION TYPE: TYPE I-B C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. TENANT AREA (APPROX): APPROX. 5,354 S.F. D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. EXISTING WALL TO REMAIN RECEI OCCUPANCY LOAD: 54 E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD NEW WALL TO UNDERSIDE OF GRID, SEE 4/A8.1 UNLESS NOTED OTHERWISE. EXISTING 1 HOUR RATED WALL TO REMAIN JUL 3 0 2015 F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. PARTIAL SITE VERIFICATIONS HAVE NEW 1 HOUR RATED WALL, SEE 3/A8.1 _ Architecture a Interiors TENANT IMPROVEMENT 2 REQUIRED EXITS, 3 EXITS PROVIDED BEEN PERFORMED (EXISTING WALL LOCATIONS OBSERVED ON 3/27/15 AND ELECTRICAL/CEILING EXISTING DEMISING WALL TO REMAIN CITY OF I IGAR® Planning ® Engineering 2 EXITS ARE EXISTING & 1 EXIT IS NEW. ALL EXITS WILL HAVE APPROPRIATE EXIT SIGNAGE INFORMATION OBSERVED ON 7/21/15, WHILE OCCUPIED) AND PLAN, ELECTRICAL AND CEILING BUILDING DIVISION BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION INFORMATION HAS BEEN UPDATED AS NEEDED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE EXISTING BASE FEED TO BE DEMOLISHED WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. EXISTING BASE FEED 3 LINCOLN G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND ® NEW BASE FEED, (1) CIRCUIT PER (4) WORKSTATIONS DEFERRED SUBMITTAL PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. NEW BASE FEED, (2) CIRCUITS Portland,OR 10220 SW GREENBURG ROAD H. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT'S VENDOR TO ® 503.224.9560 2014 OSSC SECTION 107.3.4.2 (by separate permit) CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. EXISTING QUADRUPLEX OUTLET Vancouver,WA FIRE SPRINKLER I. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. EXISTING DEDICATED OUTLET 360.695.7879 TIGARD7 J. ALL DIMENSIONS SHOWN AS PLUS/MINUS (t) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. FIRE ALARM OREGON MECHANICAL VERIFY_ AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY °� NEW DEDICATED OUTLET Seattle,WA ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 206.749.9993 ELECTRICAL EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION www.mcknze.com EXLT ILLUMINATION K. ADD SOUND INSULATION IN ALL NEW WADS. rl INDEX OF DRAWINGS KEYNOTES � 1'�' DEMOLISHED OUTLET AND TELEPHONE/DATA NOE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION MACKENZIE. A2.1 DEMO PLAN, PARTIAL FIFTH FLOOR PLAN, SITE PLAN, KEY PLAN AND NOTES EXISTING FLOOR MONUMENT TO BE DEMOLISHED OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS 1. RELOCATE EXISTING DOOR AND RELITE ASSEMBLY, IF FEASIBLE. DESIGN DRIVEN 1 CLIENT FOCUSED - =;�-� . ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT 2• RELOCATE EXISTING' CORRIDOR DOOR, IF FEASIBLE. Client A6.1 REFLECTED CEILING PLAN, NOTES AND SCHEDULES DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW 3• ALIGN NEW WALL WITH EXISTING WALL. :#m ASI' EXISTING 30 AMP DUPLEX A8.1 DETAILS 4. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 5/A8.1. MODIFY EXISTING WINDOW SIA STRUCTURAL DETAILS AND NOTES PRIOR TO SUBMITTAL COVERINGS AS REQUIRED. B EXISTING COVERPLATE TO BE DEMOLISHED 5. INFILL EXISTING OPENING WHERE CORRIDOR DOOR IS REMOVED. MATCH ADJACENT RATING. 13 EXISTING COVERPLATE SCOPE OF WORK VALUATION 6. PATCH AND REPAIR CORRIDOR FINISHES AS REQUIRED TO MATCH EXISTING. 7. RELOCATED DOOR AND RELITE ASSEMBLY. PROVIDE NEW IF REQUIRED TO MATCH EXISTING SUITE EXISTING COVERPLATE TO RECEIVE NEW DATA ROUGH-IN LOCATION S H o R E S T E i H THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS FOR STANDARD. EXISTING LIGHT SWITCH VALUATION OF WORK = X35,076 8. RELOCATED CORRIDOR DOOR. PROVIDE NEW RATED DOOR IF REQUIRED TO MATCH EXISTING SUITE AN APPROXIMATELY. 5,354 SQUARE FOOT EXISTING TENANT ON THE FIFTH OF SIX FLOORS. *BUILDING IS COMPLIANT STANDARD. NEW LIGHT SWITCH WITH OCCUPANCY SENSOR WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS AND RELITES. 9. IT IS ASSUMED THAT THE EXISTING DISHWASHER WILL REMAIN AND IS IN GOOD WORKING ORDER. O EXISTING THERMOSTAT CONTRACTOR TO CONFIRM AND PROVIDE NEW IF REQUIRED: 10. LOWER EXISTING ELECTRICAL OUTLET AND/OR DATA ROUGH IN LOCATION TO STANDARD HEIGHT. :? EXISTING THERMOSTAT TO BE REMOVED/RELOCATED TENANT APPROVAL' CONFIRM FINAL LOCATIONS WITH TENANT. ,� EXISTING FIRE EXTINGUISHER Project 11. FURNITURE AND EQUIPMENT' NIC. TYPICAL .WHERE HALF TONED. TENANT OR TENANT VENDOR TO APEX SYSTEMS CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUT. F EXISTING FIRE STROBE 12. CONTRACTOR TO COORDINATE FINAL BASE FEED LOCATIONS AND SPECIFICATIONS DIRECTLY WITH SUS 551 TENANT AND TENANT'S FURNITURE VENDOR. RELOCATE EXISTING BASE FEEDS AS REQUIRED TOS EXISTING FIRE STROBE TO BE REMOVED/RELOCATED TENANT ACCOMMODATE TENANT'S NEW FURNITURE LAYOUT. ALIGN FACE OF FINISH WITH FACE OF FINISH IMPROVEMENT 13. PROVIDE NEW MODERNFOLD PARTITION, MF-1. CONTRACTOR TO CONFIRM AND COORDINATE ALL FINAL REQUIREMENTS WITH INTERIOR TECH CONTACT, REFER TO SCHEDULE OF FIXTURES ON KEY NOTE FOR REFERENCE A6.1. NOTIFY ARCHITECT IF ANY PLAN MODIFICATIONS ARE REQUIRED. `-/ 3 LINCOLN - ..... 14. CONFIRM IF EXISTING OUTLETS/DATA ROUGH IN LOCATIONS OCCUR BEHIND EXISTING WHITE SooA SVltaus Street .. DOOR NUMBER SYMBOL 10220 SW GFEENBURG RD BOARDS. IF ANY OCCUR, LOWER EXISTING OUTLETS/DATA ROUGH IN LOCATIONS TO STANDARD Z TIGARD OREGON 1�f?hTe�� � " "y� `:! `e (._ H.. HEIGHT. CONFIRM FINAL LOCATIONS WITH TENANT, IF REQUIRED. xIs EXISTING DOOR TO REMAIN i '�' 4Y.�i .,rrt� 't .:: - f,.S'Y^-• -i .1 r i , it EXIT 2,_ „ 2,-7p' N REQUIRED EXIT APEX SYSTEMS s i.1 ,n " y""�''. i STRUCTUREDPAMUNG MIN. LR. MI CLR 4 , , DISTANCE BETWEEN ill" 1C� All TWO EXITS: 55 9 y w.... 31IltCJ ;y/ '; IN., CL ry EXIS ING P-2 NEW P-2 POR , OR G lir_ la. -s� - f3NG`ty - _ �. �. CONFERENCE CONFERENCE t 0 g ...... �J ��,� �t � _<:�� '"� LONGEST COMMON 513 � 514 O AREA OF WORK : ::::::;; , PATH OF.EGRESS: 13 Nro= a `:r r. e� 2 4 513A 514A MACKENZIE 2015 ! b°iB."�+-. 1 ,> 1. .,, l.. --.tiit.'a3 r..,ia i.•*-,.� \ eirYjr WW ii M } 6 512A $ © ALL RIGHTS RESERVED DIAGONAL: L 7 .0 t; p w � 1/3 OF ON � THESE DRAWINGS ARE THE PROPERTY .. STRpC'IURED PARIONG ` ,sjRUCTURED FA NG rt 44' 6" EXIT OF MACKENZIE AND ARE NOT A BE USED OR REPRODUCED IN ANY MANNER, '-O WITHOUT PRIOR WRITTEN PERMISSION k - � _._....... ... ------------=tir ?- „ 'F , xKr SW Oak Street.._....._..._.. ._......_._._... -, "1 a Slo ..........__-..._..._.........__...... J REVISIONS: Ell AREA OF WORK TYP. 12 0 2Q REVISIONS REVISION DELTA 1 SITE PLAN M /\ 3 KEY PLAN OPEN » THIS CLOSING DATE A2.1 3 LINCOLN w OFFICE uJ o SHEET /C�2.1 FIFTH FLOOR NTS 512 TRUE --- ------ `- TRUE PLAN EXIT r -- 00 NORTH n0 NORTH NORTH EXIT M �^ XIS - + - - - - - - w tj 21" 1 B B . . . -. XIS - !; XIS cv 14 • „ I O --1._ - - ----------- BREAK G' FB RECEPTION 501 SHEET TITLE• ° - M 1: ® DEMO PLAN, . 1 w ° • 3 xIs PARTIAL FIFTH OPEN +44• 9 x 12 TYP. OFFICE T FLOOR PLAN, • ° FS 511 SITE PLAN KEY _f------------ ---- 1---- �'--------- --------- 0 FICE SER A STORAGE �� ?' ::--------;_1---------------------------; RIM �.......,' ' , �l�(t1y 502 507 508 3 YP. OFFICE 5i o E PLAN AND NOTES j ! �S -��-- �; a ;; 504A � 11 7 -------------------- � C� � a0 7 NEW 0 „ FFICE c SosA O .. P-2 xts xIS O _ = 504 OF' ARS RAWN BY: LER 1 1 1 A 7 D 110R CO I COM�11? Cl3 ------------- ------------- -------- i.:..� rte- ---?-?3.----------- •_::::::::::::�.=?:c"c?c�9 ►,�•� wff.:5c?0.5�=_:::_:: .-----------.'ES_:.:°:3a.y .:.. ,:�::eae�'..::::::::::: to 505A ® ® 32-1 OFFICE - roved: t, 3 7 3 506 OFFICE TC. CHECKED BY: SBH, PDK 509 O� Permit ' SHEET: �FFICE • 505 �➢ Address. 22� Suite#.1-1- 06B - - . Pli }& 1! sp 4B, =emj By: 7 A2,1 JOB No. 2110952.22 . r2"NNDEMO PLAN r4_� PARTIAL FIFTH FLOOR PLAN A2.1 1/s"=1'-0" A21 1/8»-=1'-0» PERMIT SET: 07/27/15 211095222\4.-DRAWINGS\ARCHITECTURAL\22-A2.1.DWG LER 07/27/15 14:16 1:96.00 OFFICE COPY i i I DOOR SCHEDULE GENERAL NOTES LEGEND DOOR DOOR DOOR DOOR FRAME DETAILS HDWR RATING COMMENTS A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6"f (EXISTING) AFF, UNLESS NOTED Architecture Interiors OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH GROUP OTHERWISE. EXISTING CEILING GRID EXIST 3'-O"x8'-4"t EXISTING DOOR B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE Planning Engineering 504A 3'-O"x8'-4"f EXISTING DOOR 1 DETAIL 1/A8.1. �--{—� 505A 3'-O"x8'-4"f EXISTING DOOR 1 C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER I NEW CEILING GRID 509A 3'-O'x8'-4"t EXISTING DOOR 1 CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. 1--i--1- 512A 3'.-O"x8'-4'f EXISTING DOOR 20 MIN 2 D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL NOZ EXISTING SUPPLY/RETURN VENT TO REMAIN 513A 3'-O"x8'-4"t 1%" FL SC S HMK FF 6/A8.1 H-1 -- -- BE BY DEFERRED SUBMITTAL. » s » -- -- E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON '; EXISTING SUPPLY RETURN VENT TO BE REMOVED RELOCATED Portland,OR 514A 3 -0 x8 -4 f 1/ FL SC S HMK FF 6/A8.1 H-1 COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. �= / / 503,224.9560 HARDWARE GROUPS: ABBREVIATIONS: F. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING3 EXISTING SPEAKER Vancouver,WA H-1: PASSAGE FF FACTORY FINISH LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON 360.695.7879 LATCHSET F75 GRADE 1, FL FLUSH OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN EXISTING EXIT SIGN Seattle,WA BUTTS, SEAL, STOPS HMK HOLLOW METAL KNOCKDOWN CEILING. 206.749.9993 G. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO f ; EXISTING EXIT SIGN TO BE REMOVED/RELOCATED S STAIN MATCH EXISTING. www.mcknze.com SC SOLID CORE WOOD �j ® PROPOSED NEW EXIT SIGN LOCATION- DESIGN BUILDER TO PROVIDE DEFERRED SUBMITTAL � � DESIGN DRIVEN 1 CLIENT FOCUSED DOOR SCHEDULE NOTES: KEYWOYa EXISTING SPRINKLER HEAD Client DOOR SCHEDULE COMMENTS: A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, 1. EXTEND CEILING GRID AND TILE AT NEW CORRIDOR. INSET TO MATCH EXISTING CORRIDOR 1. RELOCATED DOOR AND AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. CEILING GRID AND TILE. ® NEW OR RELOCATED 2x4, FLUORESCENT LIGHT FIXTURE RELITE. B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR 2. SEE SIA FOR STRUCTURAL DETAILS AND NOTES. 2. RELOCATED RATED DOOR AT WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. r2Ki EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO REMAIN EXISTING RATED CORRIDOR. C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, , S H o R E S r E I H PROVIDE NEW RATED DOOR IF INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. i DEMOLISHED 2X4 FLUORESCENT LIGHT FIXTURE TO BE RELOCATED REQUIRED. S'�sHE IJLE INTERIOR FRUSHE" I" 4==- , D. ALL DOORS FRAMES AND HARDWARE TO MATCH SUITE STANDARDS. EXISTING 2x4 24 HR EGRESS FLUORESCENT LIGHT FIXTURE TO REMAIN E. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE CPT-1: TBD EXISTING 2'x2' FLUORESCENT LIGHT FIXTURE TO REMAIN MEASUREMENTS BASED ON FIELD OBSERVATION. F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE RB-1: TBD ® NEW OR RELOCATED 2'x2' FLUORESCENT LIGHT FIXTURE POSSIBLE. ----T Project P-1: TO MATCH EXISTING (GENERAL WALL COLOR) r__<, EXISTING 2'x2' FLUORESCENT LIGHT FIXTURE TO BE RELOCATED APEX SYSTEMS R 0 0 I S H E L EGRESS LIGHTING PATH SUITE 551 FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING P-2: TO MATCH EXISTING (ACCENT WALL COLOR) TENANT ROOM ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L CEILING FINISH IMPROVEMENT NO FINISH FINISH FINISH FINISH FINISH FINISH HT. MAT'L COMMENTS 501 RECEPTION CPT-1 RB-1 EX/P -- EX/P -- EXIST EXIST �/°� ® 3 LINC OLN 502 OPEN OFFICE CPT-1 RB-1 EX/P EX/P EX/P EX/GB/P EXIST EXIST 1 SCHEDULE OF IX 1 �lEe C 10220 SIN GREENBURG RD 503 BREAK EXIST RB=1 EX EX EX EX EXIST EXIST 11GMD, OREGON 504 OFFICE CPT-1 RB-1 EX/P GB/P EX/GB/P EX/P EXIST EXIST 1 MF-1: MODERNFOLD PARTITION: ACOUSTI-SEAL, MANUAL OPERABLE PAIRED PANEL 505 OFFICE CPT-1 RB-1 EX/GB/P EX/GB/P EX EX EXIST EXIST PARTITION, MODEL #932, GYPSUM BOARD SKIN/FACE, FABRIC FINISH: 506 OPEN OFFICE CPT-1 RB-1 EX/P EX/P EX/P -- EXIST EXIST DESIGNTEX IGNEOUS II, GRANITE, 111873-552, WITH STC 50. SEE S1 FOR 2 � � 507 SERVER EXIST RB-1 EX EX EX EX EXIST EXIST STRUCTURAL DETAILS AND NOTES. COORDINATE ANY REMAINING FINISH X � 508 STORAGE CPT-1 RB-1 EX EX EX EX EXIST EXIST SELECTIONS WITH TENANT. PROVIDE #17 SMART TRACK & STANDARD AU D KS •,� 509 OFFICE CPT-1 RB-1 GB/P EX EX EX EXIST EXIST MANUFACTURER DETAILS TO PROVIDE STC 50 INSTALLATION. 510 OFFICE CPT-1 RB-1 EX/GB/P EX EX EX EXIST EXIST e 511 OPEN OFFICE CPT-1 RB-1 -- EX/GB/P GB/P EX EXIST EXIST CONTACT: INTERIOR TECH, CHRIS LEONETTI PORT D 0 GO 512 OPEN OFFICE CPT-1 RB-1 GB/P EX/P EX/P GB/P EXIST EXIST 503.427.1047, CHRIS.LEONETTI@INTERIOR-TECH.COM 513 1CONFERENCE CPT-1 RB-1 EX GB/P GB/P EX/GB/P EXIST EXIST 1 1 ,'` �j 514 CONFERENCE CPT-1 RB-1 EXP EXP GBP GBP 1 a �L OF ®� / / / / EXIST EXIST FINISH SCHEDULE NOTES: ABBREVIATIONS: U A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET 0 �° a © MACKENZIE 2015 TO BE COORDINATED WITH TENANT. EX EXISTING > ALL RIGHTS RESERVED B. PATCH, REPAIR AND PAINT ALL EXISTING WALLS GB GYPSUM BOARD THESE OF MADRAWI EGS ARE THE AND ARE NOT 0 BE PERTY WHERE AFFECTED BY NEW WORK TO MATCH EXISTING. P PAINT USED OR REPRODUCED RIN ANY MANNER, PAINT NEW WALLS ONLY TO MATCH EXISTING. PAINT RB RUBBER BASE I I x < WITHOUT PRIOR WRITTEN PERMISSION P-1, UNLESS NOTED OTHERWISE ON 4/A2.1. C, PROVIDE NEW CARPET AND RUBBER BASE REVISIONS: THROUGHOUT, UNLESS NOTED OTHERWISE. EXISTING v z VCT TO REMAIN WHERE EXISTING VCT OCCURS. REVISIONS REVISION DELTA r » THIS CLOSING DATE SHEET FINISH SCHEDULE COMMENTS: '� xx 1. SEE 4/A2.1 FOR ACCENT PAINT LOCATIONS. ®X a z71 7-1 , xx r X �. SREFLECTED u CEILING PLAN, ' NOTES AND SCHEDULES NOF U y Ix lo \f DRAWN BY: LER yam_. _ 1 CHECKED BY: SBH, PDK SHEET: 3 4 5 6 7 (-9) 1 REFLECTED CEILING PLAN JOB N0. �6. 1/8„_1 I—o” 2110952.22 PERMIT SET: 07/27/15 211095222\4_DRAWINGS\ARCHITECTURAL\22-A6.1.DWG LER 07/27/15 14:17 1:96.00 I FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 ~ 3 LINCOLN STUD SIZE: 2 " ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 8" MAX. CLIP Na' SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT TII®I ALL TABLE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER v L I ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS ° INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 @ 5psf WITHIN 8" OF PERIMETER LATERAL BRACING WITH APPROVED VERTICAL ° DESIGNATION SPACING MAX. WALL HEIGHT COMPRESSION STRUT AT 12'-0" OC EA WAY 8 ° ° ° 250S125-18 24 8-4 ///r-,,COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB ° ' ., Architecture Interiors e ° 250S125-18 16" 9'-7" Planning a Engineering "ATTACHED °� ° 250S125-27 24" 9'-10" WALL" 250S125-18 16" 11'-3" °Q 362S125-18 24" 13'-5" GPN—OTE.LM AT W�' 362S125-18 16" 14'-4" Portland,OR FOR UNATTACHED WALLS PROVIDE A 1/23625162-33 16 160-511503.224.9560 TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP Vancouver,WA -- DO NOT SCREW BERC 2 CLIP TO TRACK 362S162-43 16" 18'-0" 360.695.7879 TABLE MAX. LENGTH 600S162-33 16" 24'-6" Seattle,WA — CROSS RUNNERS FIT BETWEEN MAIN RUNNERS » 206.749.9993 1/2 DIA CONDUIT (EMT) 51-1011 —MAIN RUNNERS A7 4'-0" OC . �. INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS . 31 4 DIA CONDUIT EMT 7P-81# WITH CERAMIC TILE FACING L/360 @ 5psf www mcknze.com 6'-Q" MAX SUPPORT WITH #12 WIRE AT 4'-0" OC OR 1" DIA CONDUIT (EMT) 9'-9" WITH #10 WIRE A7 5'-0" OC EA WAY SGL 162S125-33 MTL STUD 12'-0" LATERALLY BRACE MAIN RUNNER TO 1-5 8"x2OGq DESIGNATION SPACING MAX. WALL HEIGHT MACKENZIE. DESIGN DRIVEN 1 CLIENT FOCUSED ' 362S125-18 16" 12'-4" NOTE: STRUCTURE A7 12 -0 OC EA WAY. BACK TO BACK 162S125-33 15 --0 � Client ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS 1-5 8"x2OGA 362S125-33 16" 14'-3" I CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 250S125-33 MTL STUD 13'-6" � APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF (2-11 )p2x20GA CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG BACK TO BACK 250S125-33 15'-0" WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH ♦-- WIRES TO HAVE A 200 . STRUCTURE. TRAPEZE DUCT WORK 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. t- # CAPACITYMTL STUDS (2-1/2 x2OGA) _ AND OTHER LARGE OBSTRUCTIONS c� S H o R E S T E W 1I SUS P C ILI I zK2`�WALL HEIGHT TABLE _ �A&VNOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTSz �81 _J THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. _J FIRE SAFING AT RATED v WALLS BETWEEN FLUTES, NO FIRE SAFING REQUIRED AT DEMISING, NON-RATED WALLS Project DEFLECTION HEAD W/ APEX SYSTEMS )6" DEFLECTION SPACE ATTACH STUD TRACK SUITE 551 v v (DO NOT FASTEN STUDS o v OR GYP BD TO RUNNER) THROUGH GRID 70 BRACE ABOVE 'T'ENANT CONT 18 GA METAL IL' IMPROVEMENT Q IMIN FASTENED TO DECK ® 2r-0'r SUSPENDED CLG p OC STAGGERED ASSEMBLY 3 LINCOLN FIREDAM SPRAY TYP, 10220 SSI/ GREENBURG RD METAL DECK EACH SIDE OF TRACK OR 45' TIGARD, OREGON AS OCCURS 1" MIN I FIRE SAFING SEALANT TYP x _ SOUND ATTENUATION INSULATION AS OCCURES CUT TILE FOR TIGHT METAL STUD BRACING FASTENRUNNER TO �' ; 5/8" TYPE X� GYP. BD. EA. SIDE FIT AT WALLS TO FLOOR STRUCTURE AT 8'-0" ® 2 -0�� OC ! W/1 TYPE S DRYWALL SCREWS OC W/ (2) #8 SHEET METAL r 8" OC AT VERTICAL JOINTS AND CASING BEAD _ 12„ OC ® FLR AND USG 200-A SCREWS AT EACH END. STUD SIZING % AU 1 Dy K)S G INTERMEDIATE STUDS PER SPAN TABLE. BRACING TO BE (GA FILE NO. WP 1200) SOUND ATTENUATION PROVIDED WHERE DISTANCE BETWEEN y I I ” AT ALL NEW WALLS, TYP. PERPENDICULAR INTERSECTING WALLS ® PORT N 0\ GON ' 20 GA x3 1 2 METAL STUDS ® f� 2 -0 OC, UNO ' " OR HORIZONTAL BRACING BETWEEN FBOTTOM LOOR WITH TRA THA POWTO DER IDNISH IVEN '• WALLS EXCEEDS 8'-0" OC ANCHORS AT 4'-0" O.C. GYP BD EA SIDE METAL STUDS SEE WALL HEIGHT Q CONT ACOUSTIC SEALANT TABLE FOR GAUGE AND SPACING EACH SIDE AGAINST TRACK CONT ACOUSTIC SEALANT © MACKENZIE 2015 NO SEALANT AT SIM COND EA SIDE AGAINST TRACK ALL RIGHTS RESERVED I CONCRETE SLAB LNO SEALANT AT SIM COND THESE DRAWINGS ARE THE PROPERTY 1/2" MAX OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, BOTTOM TRACK TO FINISH WITHOUT PRIOR WRITTEN PERMISSION CONCRETE SLAB FLOOR W/ POWDER DRIVEN ANCHORS AT 4'-0" OC REVISIONS: 1J z 3 1— ALL A I WALL >Q REVISIONS REVISION DELTA THIS CLOSING DATE „ �, I " " J afo SHEET 9 ( 4 "N- "G A& TO STRUCTURE 3 =1 -0 = A&1 AT FLOOR AND SUSPENDED CEILING 3 =1 -0 Q — GYP BD PARTITION SEE PLAN SOUND ATTENUATION BATT A7 ALL WALLS, TYP. — SOUND ATTENUATION BATT AS OCCURS -LINE OF SILL AS OCCURS GYP BD WALL AS OCCURS SHEET TITLE: ALUMINUM TRIM PIECE "CEE" DETAILS W/ 1Y2" RETURNS, FINISH 70 MATCH WINDOW FRAMES DOUBLE STUD AT JAMB, TYP (ANODIZED BUILDING STANDARD) DOOR FRAME, MATCH SUITE STD NEOPRENE SEAL DRAWN BY: LER STOREFRONT GLAZING CHECKED BY: SBH, PDK SYSTEM SHEET: N Ji A801 r5`�WJ ALL ATE Av 6 r, I ULLI I T A&1 3"=1'-0" Q A&1 HEAD SIMILAR 3"=1'-O" o JOB N0. 2110952.22 � o PERMIT SET: 07/27/15 *211095222• C:\TEMP\ACPUBLISH-4956\22-A8.1.DWG LER 07/23/15 16:44 1.1.00 NOTE: OUT OF PLANE BRACING NOT SHOWN NOTE: OUT OF PLANE j BRACING NOT SHOWN I P1001 UNISTRUT W/ EXISTING BEAM STIFFENER PER 2/S1.1 --- --- - --- EXISTING BEAM P2868A CLAMP WHERE BRACE OCCURS Architecture Interiors fm I / Planning 13 Engineering EXISTING BEAM BEAM 4/81.MCLAMP PER 3 2 T 1 ( ROD PER 2/S1.1 I I Portland,OR S1.1 P2867A BEAM CLAMP AT P1000 UNISTRUT BRACING ® EA END OF 503.224.9560 1 (2) 3/8"0 ALLTHREAD END OF PARTITION 1 PARTITION W/ P1546 ANGLES CONNECT Vancouver,WA ROD SPACING PER PARTITION 1 TO UNISTRUT MEMBER 360.695.7879 UNISTRUT MANUFACTURER BY OTHERS PARTITION BY OTHERS Seattle,WA SUPPORT EXISTING 206.749.9993 3 FRAMING -_ WWW.mcknze.com S1,1 } P1000 UNISTRUT BRACING SPACE P1000 STIFFENER - ---- � � � - -- ii © 4'-0" 0.C. MIN. W/ 1/2"0 TITEN " f HD SCREW IN DECK & P1546 ANGLE P2485K CRADLE CLIPMACKENZIE. @ EA END �W//� CLIP @ 12 0.C. �+ WHERE BRACE OCCURS DESIGN DRIVEN 1 CLIENT FOCUSED 4 ATTACHMENT TO PARTITION ` Client S1.1 BY OTHERS NOTE: IN-PLANE BRACE NOT SHOWN FOR CLARITY K`_2� SUPPOR`ri FRAMIONG DETAIL NK"3 SUPPORT FRAMING DETAIL SUPP RT FRA I TAIL S H o R E S T E I N SL1 1»-1�--0» I J�.1 1"=1'-0" : �.1 1„_1'-0" �. ## u) U) c i I Project APEX SYSTEMS ( SUITE 551 I TENANT IMPROVEMENT ("�iSUPPORT FRAMING DETAIL GENERAL POST-INSTALLED ANCHORS 3 LINCOLN 1. THE PROJECT SPECIFICATIONS, DRAWINGS, STANDARD DETAILS, DETAILS IN THE 1. POST-INSTALLED ANCHOR SYSTEMS SHALL COMPLY WITH THE LATEST REVISION OF 10220 Stn/ GREENBURG RD U DRAWINGS,AND THE STRUCTURAL NOTES ARE TO BE COMPLEMENTARY. IN THE ICC-ES ACCEPTANCE CRITERIA AND HAVE A VALID ICC-ES REPORT(OR APPROVED TIGARD, OREGON CASE OF AN INCONSISTENCE NOT CLARIFIED BY THE DESIGNER OF RECORD THE EQUIVALENT) IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE. MOST STRINGENT, HIGHEST QUALITY,AND BEST QUALITY PROVISIONS SHALL BE 2. UNLESS OTHERWISE NOTED ON THE DRAWINGS USE ANCHORS LIST BELOW: PROVIDED. EXPANSION BOLTS IN CONCRETE SHALL BE ONE OF THE FOLLOWING: RUCT(JRA 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. THE A. HILTI HSL-3 CARBON STEEL HEAVY DUTY EXPANSION ANCHOR (ICC-ES REPORT PROF ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. SR-1545) ���� N Fs�C 3. DO NOT SCALE DRAWINGS;COORDINATE DIMENSIONS WITH ARCHITECTURAL B. HILTI HDA CARBON AND STAINLESS STEEL UNDERCUT ANCHOR (ICC-ES �\ � , p DRAWINGS. REPORT ESR-1546) 87 +. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION C. HILTI KWIK BOLT TZ CARBON AND STAINLESS STEEL ANCHORS (ICC-ES REPORT OF THE INTERNATIONAL BUILDING CODE WITH AMENDMENTS. ESR-1917) 5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: D. POWERS POWER-STUD+SD2 ANCHOR (ICC-ES REPORT ESR-2502) v 0 GON v A. SIZE AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED. E. POWERS POWER-STUD+SD1 (ICC-ES REPORT ESR-2818) B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NONBEARING WALLS F. SIMPSON STRONG-TIE STRONG-BOLT 2 ANCHOR (ICC-ES REPORT ESR-3037) C. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, ADHESIVE ANCHORS IN CONCRETE SHALL BE ONE OF THE FOLLOWING: DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. A. HILTI HIT-RE 500-SD ADHESIVE ANCHOR (ICC-ES REPORT ESR-2322) EXPIRES: 12 31 16 D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS, EXCEPT AS SHOWN. B. HILTI HY-150 MAX SD ADHESIVE ANCHOR (ICC-ES REPORT ESR-3013) E. FLOOR AND ROOF FINISHES. C. POWERS PE 1000+ EPDXY ADHESIVE ANCHOR (ICC-ES REPORT ESR-2583) 015 F. STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN. D. SIMPSON STRONG-TIE SET-XP EPDXY ADHESIVE ANCHOR (ICC-ES REPORT © MACKENZIE ALL RIGHTS RESERVED G. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. ESR-2508) THESE DRAWINGS ARE THE PROPERTY 6. SEE MECHANICAL, PLUMBING,AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: E. SIMPSON STRONG-TIE AT-XP EPDXY ADHESIVE ANCHOR (IAPMO UES ER-263) OF MACKENZIE AND ARE NOT TO BE A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS,ETC., o SCREW ANCHORS IN CONCRETE SHALL BE ONE OF THE FOLLOWING: USED OR REPRODUCED IN ANY MANNER, EXCEPT AS SHOWN OR NOTED. A. POWERS WEDGE-BOLT+SCREW ANCHOR (ICC-ES REPORT ESR-2526) WITHOUT PRIOR WRITTEN PERMISSION B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. B. HILTI KWIK HUS-EZ SCREW ANCHOR (ICC-ES REPORT ESR-3027) C. CONCRETE INSERTS FOR FIXTURES. B. SIMPSON STRONG-TIE TITEN HD SCREW ANCHOR (ICC-ES REPORT ESR-2713) REVISIONS: D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES,ANCHOR BOLTS FOR 0 ANCHORS IN CONCRETE OVER STEEL DECK SHALL BE ONE OF THE FOLLOWING: Z MOTOR MOUNTS. A. HILTI KWIK BOLT TZ CARBON AND STAINLESS STEEL ANCHORS (ICC-ES REPORT REVISIONS REVISION DELTA THIS E. SEISMIC BRACING REQUIREMENTS ESR-1917) 'ww SHEET CLOSING DATE 7, METHODS, PROCEDURES,AND SEQUENCES OF CONSTRUCTION ARE THE B. HILTI HIT-RE 500-SD ADHESIVE ANCHORS (ICC-ES REPORT ESR-2322). RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL C. SIMPSON STRONG-TIE STRONG-BOLT 2 WEDGE ANCHOR (ICC-ES REPORT NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE ESR-3037) STRUCTURE AT ALL STAGES OF CONSTRUCTION. D. SIMPSON STRONG-TIE TITEN HD SCREW ANCHOR (ICC-ES REPORT ESR-2713). 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE ® EXPANSION ANCHORS IN MASONRY SHALL BE ONE OF THE FOLLOWING: FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. A. HILTI KWIK BOLT 3 (KB3)ANCHORS (ICC-ES ESR-1385) THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE B. POWERS POWER-STUD+SDI (ICC-ES ESR-2966) STRUCTURE, WORKERS AND VISITORS DURING CONSTRUCTION. SUCH MEASURE C. SIMPSON STRONG-TIE WEDGE-ALL ANCHOR(ICC-ES REPORT ESR-1396) SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION D. SIMPSON STRONG-TIE STRONG-BOLT 2 WEDGE ANCHOR (IAPMO UES ER-240) LOADS, ETC. VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT o ADHESIVE ANCHORS IN MASONRY SHALL BE ONE OF THE FOLLOWING: INCLUDE REVIEW OF THE ABOVE ITEMS. A. HILTI HY-150 MAX SD ADHESIVE ANCHOR (ICC-ES REPORT ESR-1967) 9. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS B. SIMPSON STRONG-TIE SET EPDXY ADHESIVE ANCHOR (ICC-ES REPORT UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. ESR-1772) SHEET TITLE: 10. CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT)SHALL NOT EXCEED THE DESIGN C. SIMPSON STRONG-TIE SET-XP EPDXY ADHESIVE ANCHOR (IAPMO UES ER-265) LIVE LOAD PER SQUARE FOOT, PROVIDE ADEQUATE SHORING AND/OR BRACING D. SIMPSON STRONG-TIE AT-XP EPDXY ADHESIVE ANCHOR (IAPMO UES ER-281) STRUCTURAL WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. o SCREW ANCHORS IN MASONRY SHALL BE ONE OF THE FOLLOWING: DETAILS 11. WHEN A DETAIL IS IDENTIFIED, THE CONTRACTOR SHALL APPLY THIS DETAIL IN B. HILTI KWIK HUS-EZ SCREW ANCHOR (ICC-ES REPORT ESR-3056) ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE C. SIMPSON STRONG-TIE TITEN HD SCREW ANCHOR (ICC-ES REPORT ESR-1056). REFERENCE IS MADE IN EVERY INSTANCE. 3. ANCHORS INSTALLED IN THE BOTTOM OF CONCRETE OVER STEEL DECK SHALL BE 12. ANY REFERENCES TO THE RECOMMENDATIONS, GUIDELINES, OR REQUIREMENTS IN INSTALLED IN THE BOTTOM FLUTE ONLY. NATIONAL PUBLICATIONS, SUCH AS BUT NOT LIMITED TO ASCE,ASTM, IBC, ACI, AISC, 4. ANCHORS ARE NOT TO BE INSTALLED UNTIL CONCRETE HAS REACHED ITS DESIGN NDS, OR AWS, IN THE CONSTRUCTION DOCUMENTS SHALL BE FOLLOWED AS IF STRENGTH THEY ARE MANDATORILY SPECIFIED. 5. FOR ANCHOR EMBEDMENT, SEE DRAWINGS OR TYPICAL DETAIL. USE EMBEDMENT RECOMMENDED BY MANUFACTURER WHERE NO EMBEDMENT IS SHOWN. 6. MANUFACTURER'S INSTALLATION TRAINING AND CERTIFICATION IS REQUIRED ON ALL POST-INSTALLED ANCHORS FOR ANCHOR INSTALLER. DRAWN BY: AGW 7. CONTRACTOR COORDINATE ANCHOR AND REINFORCING LOCATION. IT IS UNACCEPTABLE TO CUT REBAR FOR POST INSTALLED ANCHORS WITHOUT PRIOR APPROVAL FROM A&E. CHECKED BY: DA SHEET: JOB NO. 2110952.22 PERMIT SET: 07/27/15 211095222\4-DRAWINGS\STRUCTURAL\952 - S1.1.DWG AGW 07/27/15 14:39 1:1.00