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Plans (20) BUP2019 -00324 OFFICE COPY CITY OF TIGARD p.MEWEDED FOUR CODE COMPLIANCE Approved: �� OTC: I l t NS OFFICE REMODEL Permit #: axl-1 " 032_-7� Architecture Interiors Address: Planning Engineering FRED SHEARER AND SO Suite #: � By - Date: f SW HUNZIKER ST . TIGARD , OR 97223 VALIDITY OF PERMIT � � Portland, OR 8015 THE ISSUANCE OF A PERMIT IJ0V503.224.9560 BASED ON CONSTRUCTION 2 7 2019 Vancouver,WA DOCUMENTS AND OTHER (.1TyOF 360.695.7879 PERMIT SET - NOVEMBER 2 6 , 2 019 DATA SHALL NOT PREVENT 9(j[I Fll i; 1iG t„V1~'§l;- , THE CODE OFFICIAL FROM Seattle, WA REQUIRING THE CORREC i iON 206.749.9993 OF ERRORS. OS tnlww.mcknze.com MACKENZIE . PROJECT DESCRIPTION OWNER. _ - _ BUILDING CODE DAYA -_ CHAPTER 10 MEANS OF EGRESS - ARCHITECTURAL GENERAL NOTES DRAWING INDEX DESIGN DRIVEN 1 CLIENT FOCUflD EA -FIRST FLOOR OFFICE DEMO AND REMODEL FRED SHEARER AND SONS SECTION 1006- MEANS OF EGRESS ILLUMINATION A. OVERALL SS FORSPECIFIC D FLOOR PLANSARE NSIONS, DETAIINTENDED ILIDENTIFY ENTIRE LING, PARTITION TYPES,AND ADDITIONAL INFOROR AREA.SEE INDIVIDUAL MATION. G0.01 TITLE SHEET AND DRAWING INDEX Client 5500 SW ARCTIC DR. EXISTING 2002 PERMIT - BUP 2002-00152 PROVIDE MEANS OF EGRESS ILLUMINATION AT A MINIMUM OF ONE FOOT- B. REFERENCE DOOR SCHEDULE FOR DOOR TYPE DESIGNATION AND ADD'L INFORMATION. A1.02 OFFICE DEMO PLANS AND REFLECTED CEILING PLAN BEAVERTON, OR 97005 TELEPHONE: (503) 520-9991 GENERAL CODE ANALYSIS CANDLE AT PATH OF EGRESS TO MEET SECTION 1006. EXTEND TO 5'-0" OUTSIDE C. CONTRACTOR TO COORDINATE WALL MOUNTED FURNITURE, INCLUDING BUT NOT LIMITED TO, A1.10 OFFICE FLOOR PLANS AND REFLECTED CEILING CONTACT: JASON JEDLOWSKI CONSTRUCTION TYPE: V-N. FULLY SPRINKLERED EGRESS DOORS CABINETRY, PROJECTION SCREENS,WHITE BOARDS,TELEVISIONS, ETC.AND PROVIDE A5.20 INTERIOR DETAILS AND SCHEDULES FRED SHEARER EMAIL:TBD OCCUPANCY: B, S-2 NECESSARY BLOCKING AS REQUIRED. NO OCCUPANCY SEPARATION PROVIDE AT WAREHOUSE AND OFFICE D. CONTRACTOR SHALL COORDINATE DELIVERY AND INSTALLATION OF OWNER FURNISHED AND SONS ALLOWABLE AREA: (2) STORY AND 45,000SF WAREHOUSE: BACK UP POWER FOR EGRESS ILLUMINATION REQUIRED EQUIPMENT WITH THE OWNER. ARCHITECT PER SECTION 1006.3 E. ALL DIMENSIONS TO FACE OF STUD,CENTERLINE OF COLUMN OR EXTERIOR FACE OF WALL, 5500 SW ARCTIC DR. SEPARATE PERMITS ARC - - - - BASED ON THE 2014 OSSC EMERGENCY POWER FOR MINIMUM 90 MINUTES (BATTERY BACK UP) UNLESS OTHERWISE NOTED.ALIGN FINISHES WHERE INDICATED. BEAVERTON, OR DESIGN BUILD MECHANICAL MACKENZIE PROPOSED OCCUPANCY(NO CHANGE OF USE): OFFICE (B)AND WAREHOUSE (S-2) AVERAGE INITIAL ILLUMINATION OF 1 FOOT-CANDLE (11 LUX) F. DIMENSIONS MARKED"CLR"ARE FROM FINISH SURFACE TO FINISH SURFACE. DIMENSIONS WITH 97005 -DESIGN BUILD ELECTRICAL 1515 SE WATER AVE, SUITE 100 B: 13,116 SF MINIMUM ILLUMINATION AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX THIS MARK TAKE PRIORITY OVER ADJACENT DIMENSIONS. DIMENSIONS ADJACENT TO LATCH SIDE SPECIAL s;'QSPECTION REQUIRE -DESIGN BUILD FIRE SPRINKLER PORTLAND, OR AVE, S-2: 25,034 SF (CONVERT 648 SF OF OFFICE TO WAREHOUSE) MAXIMUM TO MINIMUM UNIFORMITY RATIO OF 40 TO 1. MAXIMUM. OF DOORS INDICATE REQUIRED CLEARANCES BETWEEN CLEAR DOOR OPENING AND ADJACENT State Of Oregon Structural Spec`;alty Code TELEPHONE: (503)224-9560 A-3: 1,072 SF -ACCESSORY TO THE OFFICE (LESS THAN 10%) PER 508.2.4 SEE 3/G0.01 FOR PATH FINISH. ARCHITECT: SCOTT MOORE G. ALL DIMENSIONS SHOWN AS PLUS/MINUS(+/-)ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. Concrete and Reinforcing Steel CONTACT: TBD H. DOORS NOT DIMENSIONED ARE TO BE LOCATED 4"FROM FACE OF WALL TO OUTSIDE EDGE OF EMAIL: TBD SECTION 1008 - DOORS GATES AND TURNSTILES JAMB. Bolts Installed in Concrete RATED, SIZED AND HARDWARE PROVIDED TO MEET SECTION 1008 - SEE I. SEE STRUCTURAL DRAWINGS FOR FRAMING INFORMATION. ❑ SQecial Moment-Resisting Concrete Frame INDIVIDUAL PLANS. J. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW WORK TO NEW CONDITION. K. ALL EXISTING BUILDING ELEMENTS TO REMAIN UNLESS NOTED OTHERWISE. [3Reinforcing Sleet&Prestressing Steel Tendons STRUCTURAL ENGINEER ENERGY CODE REQUIREMENTS SECTION 1011 - EXIT SIGNS L. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT IF NOT EXISTING PROVIDE EXIT SIGNSAGE TO MEET SECTION 1011.1. EXIT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING. [3 Structural Welding MACKENZIESIGNAGE TO BE A PART OF DESIGN-BUILD ELECTRICAL. M. 100%SPRINKLERS TO BE MANTAINED THROUGHOUT IN ACCORDANCE WITH THE LATEST ADDITION [3High-Stmright Bolting 1515 SE WATER AVE,SUITE 100 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE PORTLAND, OR 97214 SECTION 1014-EXIT ACCESS N. OF NAPA 13. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT,AND OTHER UNDER SLAB UTILITIES AS ❑ Structural Masonry _ TELEPHONE:(503)224-9560 WAREHOUSE: ALL SPACES EXIT DIRECTLY TO THE EXTERIOR,THROUGH AN ENTRY FOYER OR REQUIRED. ENGINEER:TBD THROUGH AN INTERVENING ROOM (SECTION 1014.2) O. DO NOT OVERCUT CORNERS AT NEW WALL PANELIFLOOR SLAB OPENINGS. ❑ Reinforced Gypsum Concrete Project CONTACT:TBD EXISTING TO REMAIN, NO ENERGY CODE REQUIREMENTS OESSC 2014 P. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. n Concrete Fill EMAIL:TBD SECTION 101.4.2. SECTION N 1020-EXITS Q. IF NOT EXISTING PROVIDE(1)FIRE EXTINGUISHER WITH RATING OF NOT LESS THAN 2-A:10-B FOR ❑ NO ENERGY CODE REQUIREMENTS AT LOCATIONS WHERE ROOMS ARE COMPONENTS AND OPENINGS ARE SHOWN ON THIS SHEET AND ON INDIVIDUAL EACH 3,000 SF OF FLOOR AREA.TRAVEL FROM ANY PORTION OF BUILDING TO FIRE EXTINGUISHER ❑ Spray Applied Fre-Resistive Materials FRED SHEARER CONVERTED TO OPEN WAREHOUSE PER OESSC 2014 SECTION 101.4.3 FLOOR PLANS. NOT TO EXCEED 76. PilingAND SONS OFFICE ❑ s,Drilled Piers and Caissons OFFICE: REMODEL SECTION 1006-EXIT DISCHARGE ❑ Sltotcrete EXISTING TO REMAIN, NO ENERGY CODE REQUIREMENTS OESSC 2014 ALL EXITS DISCHARGE AT GROUND LEVEL. ❑ Spacial Grading,Excavation and Filling 8015 SW HUNZIKER SECTION 101.4.2. ❑ Smoke-Control Sysiems ST. TIGARD, OR 97223 ❑ OG1e•'nspeouolla PLUMBING CALCIS Mechanical/Electrical OCCUPANCY WATER CLOSETS LAVATORIES CODE A_ NALYSIS SYMBOLS SYMBOLS AND REFERENCES OCCUPANCY LOAD FACTOR OCCUPANCY MEN'S WATER WOMEN'S UNISEX WATER MEN'S WOMEN'S UNISEX DRINKING USE TYPE 1004.1.2 AREA LOAD RATIO CLOSETS WATER CLOSETS CLOSETS RATIO LAVATORIES LAVATORIES LAVATORIES FOUNTAINS KEYNOTE SECTION# - 44" EGRESS PATH PER 2014 OSSC 1006, BUILDING SECTION KEY MARKS SHEET# 1 PER 25!5 50, 1 PER 40 5 80, _ . - PROVIDE EMERGENCY POWER LIGHTING. SUBCATEGORY 1 PER 50 1 PER 80 SEE ELECTRICAL DRAWINGS GRIDLINE - - O OFFICE B 100 13,116 132 REMAINDER 2.32 2.32 - REMAINDER 1.65 1.65 N/A CATEGORY 1st FLOOR 7,226 EXIT . SECTION# # DOCK HIGH OVERHEAD DOOR 2nd FLOOR 5,890 ® - WALL SECTION KEY MARKS SHEET# EXIT SIGN, BY DESIGN BUILD ELECTRICAL DRIVE IN OVERHEAD DOOR SUB-CATEGORY 1 PER 125CATEGORY (MALE),1 PER 1 PER 200 FUTURE OPENING CONFERENCE A-3 20 1,072 54 65(FEMALE 0,22 0.42 0.14 0.14 N/A - - - MAXIMUM TRAVEL DISTANC, SEE EXIT CALC DETAIL#DOOR CALLOUT tOtA .r • ROOM/SPACE IDENTIFICATION ROOM NAME DETAIL REFERENCE MARKS ,� SHEET# 1 PER 100 1 PER 100 - SUB-CATEGORY WAREHOUSE S-2 500 25,034 51 0.26 0.26 0.26 0.26 N/A 101 CATEGORY 1st FLOOR 24,109 2nd FLOOR 9251 L SUBTOTALS 2.80 3.001 2.05 2.05 - REQUIREDTOTALS 39.222 3 31 3 3 PROVIDED 5 4 3 3 EXIT EGRESS DATA _ . 1 O O2 O3 4O O5 O6 7O O8 9 10 CODE SECTION OCCUPANCY 1005 1014.3 EXCEPTION 1 1015.2.1 1016 1015 �ti�D �c - E �S �f� OCCUPANT EGRESS COMMON EXIT TRAVEL O OCCUPANCY LOAD FACTOR LOAD WIDTH E COMMON PATH PATH MIN.EXIT DISTANCE MAX TRAVEL DISTANCE EXITS EXITS C� SCOTT J. C� USE TYPE (CHAP. 3) 1004.1.2 AREA(SF) (1004.1.1) FACTOR WIDTH PROVIDED REQUIRED PROVIDED DISTANCE PROVIDED DISTANCE PROVIDED REQUIRED PROVIDED I I 1 I I I ( I I y 1st FLOOR _ �� • OFFICE B 100 7,337 74 0.2 15" 108" 100'-0" N/A 55'-6" 94'-30" 250'-0" 91'-4" 2 3 CONFERENCE A-3 15 1,099 74 0.2 15" 72" 100'-0" N/A 16'-6" 34'-5" 250'-0" 72'$" 2 2 I I I I I o I ( ao �9 #5795 WAREHOUSE S-2 500 24,109 49 0.2 10" 72" 75'-0" 78'-6" 91'-0" 197'-2" 400'-0" 151'-0" 2 2 �� 0� O�V I I I I I lid I I 2nd FLOOR LU EXISTING TO EXISTINGTO EXISTINGTO EXISTING EXISTINGTO EXISTINGTO EXISTING EXISTING TO I I ( ( IE z I © IGHTSRMACKENS OFFICE B 100 6048 61 0.2 13" REMAIN REMAIN REMAIN TO REMAIN REMAIN REMAIN TO REMAIN REMAIN N/A ALL RIGHTS RESERVED I m THESE DRAWINGS ARE THE PROPERTY OF EXISTING TO EXISTINGTO EXISTINGTO EXISTING EXISTING TO EXISTING TO EXISTING EXISTING TO � 3,9 o -I - I - D MACKENZIE AND ARE NOT TO BE USED WAREHOUSE S-2 500 925 2 0.2 1" REMAIN REMAIN REMAIN TO REMAIN REMAIN REMAIN TO REMAIN REMAIN N/A O - - - - - J OR REPRODUCED IN ANY MANNER, � WITHOUT PRIOR WRITTEN PERMISSION D � � �sFP,� �X� EXISTING TO pN I a BUILDING TOTAL 39,518 260 54" 180 REMAIN 5 Revision Schedule I I I I I Revision Delta ! Issue Date I ao I I � I I I I FF 748, I - - - --� � J I I I L� I�IF - - - - ...... - C SHEET TITLE: u 1 i r i TITLE SHEET / 64,_7N 110'-10' Pinnllif J _ AND DRAWING �� � I �'� I INDEX Vancouv r AREA OF WORK / I I DISTAf E; p I 1 I � U �0 Columbia River O --- - - B e ------------------ �R;`ems Portland _--- ----- -- ---, II ------ /_ I Po a Blvd. _ - - I I I9wII I I I I I I Beavert O Gresham i (L PROVI S TI I n SITE Milwa ie ; SIDEW m I I I I _ I I I N DRAWN BY: JP - 9 SEE io II Tiger 2 NOT TO ED 1 I I I I I I I II I I 1 I I CHECKED BY: SJM 2% S E 1 .20 II I A1.02 Tual 'n Lake Os Clackamas / A I I o _ j - _ _ - _ SHEET fford Exit n " I I I I I sa'_6• 66'-0 5/6" I I Wi 'Ile I 316'-10 105'-11/4 / II 1T-77/8' 24'-0" 24'-0" 24'-0" 24'-If 24'-0" 24'-0" ZV-0" 24•-0" 24•-0" 24 -0 GO .. 01 Canby �`- - - 257'-7 7/8" - . 1 1 2 3 4 5 6 7 8 9 10 11 1 VICINITY MAP z Site PlanOVERALL OFFICE DEMO PLAN %)r3-� _ JOB NO. A 180497.00 ' . GO 01 NTS / Go.o1 1" = 50' 0" Go.o1 1/16 1 0' L PERMIT SET 11 .26. 19 - C:\Users\mnt\Documents\Revit Projects\Fred Shearer\OLD 497-PCI-L.rvt 11/26/2019 9:46:25 AM As 25'-2" rt `t 15'-5' 8'-101/2' I / I I I L+J — — —� 1 H I o2-03 Architecture Interiors II II III N os of n P oz-o, W Planning Engineering - - - - - - - - - - - - — — — — — — — — — II n 11 i — — N I �, Ir - - - - - - C GENERALNOTES IF I I I � A. SEE ARCHITECTURAL GENERAL NOTES ON A0.01 FOR ADDITIONAL INFORMATION = �1 II �F B. ALL EXISTING BUILDING ELEMENTS TO REMAIN UNLESS NOTED OTHERWISE. / C. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERMORM NO DEMOLITION THAT Portland, OR II I I I MAY COMPROMISE THE STRUCTURAL ENTEGRITY OF THE BUILDING. 503.224.9560 II I r D. PATCH AND REPAIR ALL EXISTING WORK TO BE LEFT IN PLACE THAT IS DAMAGED DURING I I \ T 02.08 TYP %i Vancouver,WA '-2' 4'-9' � DEMOLITION OPERATIONS 360.695.7879 o E. 100% SPRINKLERS TO REMAIN, SHOWN FOR REFERENCE ONLY II I� II E F. WHERE PLUMBING IS TO BE REMOVED, REMOVE ALL FIXTURES, LINES, ETC. TO SURFACE OF SLAB Seattle,WA _ AND CAP, UNLESS OTHERWISE NOTED. 206.749.9993 I I w \ II G. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS REQUIRED. WWW.ItICI(nZ2.COR1 II c H. DO NOT OVERCUT CORNERS AT NEW WALL PANEL/FLOOR SLAB OPENINGS. \ I I r - I. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. Ir J. RE-USE ALL DEMOLISHED COMPONENTS (DOORS, WINDOWS, LIGHTS, ETC)WHERE POSSIBLE. MACKENZIE . 1-41 4'-9' o DO SERVICE OR REPAIR TO PROVIDE "LIKE NEW" OPERATION AND APPEARANCE. DESIGN DRIVEN i CLIENT FOCUSED r RIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED K. SAVE AND RECYCLE DEMOLITION DEB / I a Ur EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH PORTLAND OREGON Client 6'-5 1/2" � JURISDICTION REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. I �. I I L. DEMOLITION EXTENTS SHOWN FOR REFERENCE ONLY. GC TO COORDINATE EXACT LOCATION AND EXTENTS PRI II M. SEE SHEETG001 ORADDITIONAL STESC PE FRED SHEARER AND SONS II II 5500 SW ARCTIC DR. 6'-0' 02-07 � so BEAVERTON, OR rr Oz-0s / III — r — - - 02-04 TYP/ - - - 97005 II — _ — II74'=2" * r-21rr 1r-r 3'-s• LEGEND — 'I 1 I I I 02-15 — — — DEMO s — - �� I EXISTING FULL HEIGHT WALL TO REMAIN L / 11 02-0 II 1 I I I -I I I II I II II L H I! '-811 26'-2• i I II Project L IL _ � C4 FRED SHEARER tm Ico AND SONS OFFICE REMODEL KEYNOTE LEGEND 8015 SW HUNZIKER ST. TIGARD, OR 97223 N 02-01 EXISTING DOOR TO BE DEMOLISHED 1 11 o 02-02 EXISTING INTERIOR WALL TO BE DEMOLISHED 1 11 iv I 02-03 EXISTING FULL HEIGHT WALL TO BE DEMOLISHED R TO BE DEMOLISHED 02-04 EXISTING DOUBLE DOORS I 02-05 EXISTING CURTAIN WALL TO BE DEMOLISHED 02-07 EXISTING EXISTING SINK EWOR REMOVED DEMOLISHED Mechanical/Electrical 02-08 INTERIOR WINDOW TO BE DEMOLISHED 1 11 -37/8• I 02-10 EXISTING ACT CEI02-09 EXISTING LIGHT ILLING TO BEEBE LDEMOLISHED ISHED. SEE LECTR/CAL 15'-53/8• 64 -6' 16'-0 5/8" 1 02-11 WOOD SLAT CEILING TO BE DEMOLISHED 24,-0" 24'-0• 24'-0" -24, o" - 24'-0' - 24 0 - 24 O^ - - D 02-12 2'X2'TROFFER LIGHT TO BE REMOVED 02-14 2'X4' BOARD CEILING TO BE REMOVED E 02-15 EXISTING OPENING IN CONCRETE TO BE ENLARGED, SEE STRUCTURAL C 7 Q �g 10 11 05-01 EXISTING HSS COLUMN TO REMAIN ! 3 '•+ O VO O a� O O 1 OFFICE DEMO PLAN A1.02 1/8" - 1'-0" II 1 oz-13 _ { 02-10 TYP ' I I I Ir iL �FVED ARC Ait I '�i -12 TYP :'>: Ixi II B II II II I 1 I II II •0 •�; I I I I I ORTLA ,OREGON ,� — — — — #5795 Ix1 Ixi ISI 11 II II II fi X X X X — y9�� OF 1 Ixi ii o xl IxI — — o o x I I II II x x x I I x I I )4 oz-1 o a 0 © MACKENZIE ALL RIGHTS }x{ TC ?{ ?C I I I Jx I x - - — — THESE DRAWINGS ARE THE PROPERTY ROPERTY OF I I I I I I IVED XIX x x XX Xx XX X I� MACKENZIE AND ARE NOT TO BE USED x OR REPRODUCED IN ANY MANNER, 0 e I) I I I I I x I WITHOUT PRIOR WRITTEN PERMISSION `I XX XIX x XX XX Revision Schedule . I 0 0 0 0 Revision Delta Issue Date I I xx - xx �r I� x x xx xx 0 0 -- "o ` =8.:`�.' ;':':��: `:� - =:� �' :�:�::0�:.:, 0 0 x x x x I x x x x II I I I _ _ II 0 0 — - - x xx Xx x zx zx xx x_x — — — — — L02-10 i SHEET TITLE: — I I I oz os 02-09 PLANS EA N D O I xH � /� i i 1 REFLECTED LJ L — — — — — L I I 0211 CEILING PLAN x li - , I I I - — — - - - xx X X X X X X X . o DRAWN BY: AGC — — — —T CHECKED BY: MNT, SJM SHEET 39'-53/8• W-0518- 24'-0' 8'-05/8' 2a 0• 24' 0' 24'-0' 24'-0' / 2V-0" / 24'-0" 24' -0" - - 4 5 6 7 8 gO 10 11 Al m02 3 O O O 2 FIRST FLOOR DEMO CEILING PLAN A1.02 JOB NO. -- 2180497.00 PERMIT SET 11 .26. 19 C:Wserslmnt\DocumenWRevit Proiects\Fred ShearehOLD 497•PCI-L.rvt 11/26/2019 9:46:17 AM As GENERAL NOTES A. SEE ARCHITECTURAL GENERAL NOTES ON GO.01 FOR ADDITIONAL INFORMATION B. SEE A5.20 FOR FINISH SCHEDULE �— — — — — — — — — — — — — — — — — — — — — G' C. SEE A5.20 FOR DOOR SCHEDULE Architecture • Interiors WAREHOUSE I D. SEE 25.20 FOR DOOR CLEARANCES AND ADA MOUNTING HEIGHTS Planning • Engineering 12"CLR. E. SEE FINISH PLAN FOR CASEWORK AND RELATED FINISH INFORMATION I 138 MIN. F. MEP TO BE DESIGN BUILD, GENERAL CONTRACTOR TO COORDINATE CEILING HEIGHT REQUIREMENTS. HAL NO CHANGE IN OCCUPANCY G. SEE DETAIL 9/A5.22, 10/A5.22 AND 11/A5.22 FOR SUSPENDED CEILING INSTALLATION. H. SEE SHEET G0.01 FOR ADDITIONAL SITE SCOPE ISTCRAGE 11 CLASSROOM os o4 127 LEGEND Portland, OR 117 50 503.224.9560 " 7 9" EXISTING FULL HEIGHT WALL OFFICE Vancouver,WA 360.695.7879 4 OFFICE OFFICE 126 HALL 1STORAGE EXISTING FULL HEIGHT WALL Seattle,WA OFFICE 1 12-01 1 A1.10123 1 124 PEN OFFICE 1 137 127 206.749.9993 114 HALL 09 01 09-03 125 18"CLR. EXISTING WALL FURRING www.mcknze.com 2 02 MIN. ' 111 — --------- ------ ❑ a HALL L G THRUGH GRID WALL PER 1 / 25.20 M K E Z I E. DESIGN DRIVEN I CLIENT FOCUSED i ! HALL 135 136 128 2x4 CEILING GRID, SEE SCHEDULE OF INTERIOR Client OFFICE 1 I FINISHES. SEE ROOM FINISH SCHEDULE FOR HEIGHT IC BREAK I I 110 118 O 113E 119 M S WOMENS E GYP BOARD CEILING, SEE ROOM FINISH FRED SHEARER I 12 OFFICE OFFICE OFFICE OFFICE O FICE OFFICE SCHEDULE FOR HEIGHT AND SONS �_— 134 133 132 131 30 129 5500 SW ARCTIC DR. TMP EXISTING 2x4 CEILING GRID TO REMAIN E"ERTON, OR B I I 1 06-03 1- 125.20 � I I I 97005 � B 106 FIRE RISER EXISTING GYP BOARD CEILING TO REMAIN I ( I I OFFICE 112 I I I CONFERENC I 106 OPEN C�FFICEI 105 I HALL KEYNOTE LEGEND D-047 I 106-01 EXISTING GLULAM BEAM, CONTRACTOR TO VERIFY I I 109 107 2 08-01 INTERIOR CURTAIN WALL I I c AS 08-03 ENCASE OPENING W/GYP. BOARD ° I OFFICE n 09-01 FURRED OUT WALL a 09-03 DOOR INFILL TO MATCH ADJACENT WALL I I 08 01 105 I L107 I I 09-04 WINDOW INFILL TO MATCH ADJACENT WALL Project ———�f 09-05 EXTEND WALL AS REQUIRED TO ALIGN W/CURTAIN WALL — -----1__ ._ 12-01 GENERAL CONTRACTOR TO PROVIDE NEW CASEWORK FRED SHEARER 108 12-02 GENERAL CONTRACTOR TO PROVIDE NEW COUNTERTOP AND SONS OFFICE OFFICE OFFICE 1 3 LOBBY �, IOFFICE REMODEL N 103 102 21.10 101 M 108 1 7vP I 8015 SW HUNZIKER N ST. TIGARD, OR 97223 20 - I - - - - ' - q Mechanical/Electrical 1 39'-5 3/8" 64'-'6' ( 1 88'-0 5/8" 1 I IL 24'-0" 24'-0' 10 24'-0" 24'-0" 24'-0" 24'-0" 24'-0' 24'-0" 3 4 5 6 7 8 9 el 0) 11 OFFICE FLOOR PLAN I I I I I I I i I - — — —� — — - — — — — — — — — �� D ARCS I � f Q) SCOTT J. GORE ORTLA ,OREGON -------- — — �9 #5795 OF \� © MACKENZIE B I I ALL RIGHTS RESERVED L— —1 THESE DRAWINGS ARE THE PROPERTY Of MACKENZIE AND ARE NOT TO BE USED I 4 OR REPRODUCED IN ANY MANNER, 18"CLR MIN. 6-0" 18"CLR. MIN. WITHOUT PRIOR WRITTEN PERMISSION 0 0 0 REQ'D. REQ'D. R Q Revisionhedula Sc I Revision Delta issue Date I - 4 R T ENLARGED RESTROOM PLAN I I I _ O 0 I I I II I CEILING OP CEILING QPEN TO STRUCTURE TO STRUCTURE SHEET TITLE: D9 D3 OFFICE FLOOR ° PLANS AND REFLECTED CEILING CEILING OPEN TO STRUCTURE 28'-73/8" 10 10 5'-61/8" 12'-2" 10'-11 1/4" 01 I I I I I I — — — — t — — — — — — — — — — 7 — — _ _ — _ __- — ___ — _ DRAWN BY: AGC O I I _ 09 05 * 5 09-05 CHECKED BY: MNT, SJM U 25.20 � 25.20 SHEET 4 5 6 7 8 9 10 11 21 . 10 OFFICE CEILING PLAN ENLARGED CONFERENCE PLAN I� 21.10 1/8" = 1'-0" 21.10 1/4" = 1'-0" JOB NO. 2180497.00 PERMIT SET 11 .26.19 C:1UserslmntlDocumentslRevit ProjectsTred Shearer%OLD 497-PCI4LM 1112612019 11:47:52 AM As FINISH SCHEDULE ABBREVIATIONS DOOR HARDWARE FLOOR BASE WALL MAIL FNISH AL ALUMINUM PROVIDE ALL HARDWARE SPECIFIED/REQUIRED TO MAKE NOTES: MAIL MAILCEILING ACT ACOUSTICAL CEILING TILE DOORS FULLY FUNCTIONAL,COMPLIANT WITH APPLICABLE CONNECT STUDS AND TRACKS ROOM NO ROOM NAME FINISH FINISH NORTH EAST SOUTH WEST MAIL FINISH Ceiling Height COMMENTS C CONCRETE CODES,AND SECURE TO THE EXTENT SPECIFIED. TOGETHER W/NO.8 SCREWS CPT CARPET AT V-0"O.C. EACH SIDE AND A 101 LOBBY 4"RB GBIP GB/P GB/P GB/P N/A OTS CS SEALED CONCRETE H1 -PASSAGE DOOR TOP AND BOTTOM. 102 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT W-00 CT CERAMIC TILE PASSAGE LATCH (F 75) ■ ALTERNATE BRACING DESIGNS 103 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0' FF FACTORY FINISH CLOSER t4 STAMPED BY AN ENGINEER FL FULL LIGHT BUTTS REGISTERED IN THE STATE OF 104 OPEN OFFICE 4"RB GB/P GB/P GB/P GB/P N/A OTS GYP GYPSUM BOARD KICKPLATE OREGON, MAY BE SUBMITTED 105 CONFERENCE 4'RB GB/P GB/P GB/P GB/P ACT OTS HL HALF LIGHT SEAL Architecture Interiors _ _ = 9 TO A!E FOR REVIEW AND 106 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 81-00 HM HOLLOW METAL WEEP — APPROVAL. Planning Engineering 107 OFFICE 4"RB GBIP GB/P GBIP GB/P ACT W-0. HMI HOLLOW METAL INSULATED 108 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0" HMK HOLLOW METAL-DRYWALL FRAME(TIMELY) H2- CURTAIN WALL DOOR KICKER FOR UNBRACED WALLS HMW HOLLOW METAL WELDED CYLINDERS BY HARWARE SUPPLIERS OVER 14'-0" IN LENGTH. SEE DETAIL 109 HALL 4"RB GB/P GB/P GB/P GB/P WA OTS LAM LAMINATED GLASS BALANCE OF HARDWARE BY STOREFRONT 110 HALL 4'RB GB/P GB/P GB/P GB/P ACT 8'-0' LIN LINOLEUM SUPPLIER — — GYP. BD. PARTITION PER PLAN 111 HALL 4"RB GB/P GB/P GB/P GB/P ACT 8'-0" LVP LUXURY VINYL PLANK EXIT DEVICE(PUSH/PULL) 112 FIRE RISER 4"RB GB/P GB/P GBIP GB/P EXIST W-00 P PAINT Portland, OR 113 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 81-0. PL PLASTIC LAMINATE 503.224.9560 ALUMINUM TRIM PIECE WITH 1-1/2" 114 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0" PC POLISHED CONCRETE PROVIDE 20 GA. TRACK AT WALLS LESS RETURNS. FINISH TO MATCH EXISTING PT PRECELAIN TILE Vancouver, WA THAN 8'-0" IN UNBRACED LENGTH. WINDOW FRAMES 115 STORAGE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0' OHI OVERHEAD DOOR INSULATED 360.695.7879 PROVIDE 16 GA. TRACK FOR UNBRACED 116 HALL 4"RB GB/P GBIP GB/P GB/P EXIST 8'-0' OTS OPEN TO STRUCTURE io LENGTH BETWEEN 8'-0"AND 14'-0" 117 CLASSROOM 4"RB GB/P GB/P GB/P GB/P ACT 9.-0. RB RUBBER BASE Seattle,WA 118 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 81-0. S STAINED 206.749.9993 EXISTING STOREFRONT MULLION SC SOLID CORE CEILING AS OCCURS, SEE FINISH SCHEDULE 119 BREAK 4"RB GB/P GB/P GB/P GB/P EXIST 8'-0" www.mcknze.com 120 MENS 6"SV WRGB/P WRGBIP WRGB/P GB/P WRGB/P 8'-0' SF STOREFRONT SL SIDE LIGHT 121 WOMENS 6"SV WRGBlP WRGB/P WRGB/P WRGBIP WRGB/P 8'-0' STL STEEL M AC K E N Z I E . i I PER SCHEDULE 122 STORAGE 4"RB GB/P GB/P GB/P GB/P ACT V-0' SV SHEET VINYL DESIGN DRIVEN i CLIENT focusso - 123 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT W-0. T TEMPERED 124 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT W-0.0" VCT VINYL COMPOSTION TILE Client 362S125-33 METAL STUDS AT 1'-4"O.C. VP VISION PANEL PROVIDE R-11 125 OPEN OFFICE 4"RB GBIP GB/P GBIP GB/P ACT W-00 W WOOD BATT INSULATION 126 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 8!-0* FOR SOUNDW R WATER RESISTANT -- BOTTOM TRACK TO FINISH FLOOR WITH 127 STORAGE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0" T-0• T-4" ATTENUATION POWDER DRIVEN ANCHORS AT 4'-0"O.C. 128 STORAGE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0" FRED SHEARER GYPSUM CONT ACOUSTIC SEALANT BELOW - - --- 129 OFFICE 4"RB GBIP GB/P GB/P GB/P ACT 8'-0" 2'-0" 0'- 2' 3'-0' 2" AND SONS BOARD, EACH 130 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0" SIDE TRACK, TYPICAL 131 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0" 5500 SW ARCTIC DR. FLOOR FINISH, SEE FINISH SCHEDULE STOREFRONT GLAZING SYSTEM 132 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0' BEAVERTON, OR NEOPRENE SEAL 133 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0" c 97005 134 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0' ' a 135 HALL 4"RB GB/P GB/P GB/P GRP ACT 8--0- to ' THRU GRID WALL WALL AT MULLION 136 HALL 4'RB GRIP GRIP GB/P GB/P ACT 8'-0" N `\ 137 HALL 4'RB GB/P GB/P GB/P GB/P ACT S'-0" A5.20 3" = V-0" A5,20 3" = 1'-0" 138 WAREHOUSE EXISR EXIST EXIST EXIST EXIST EXIST OTS T ` TYP 3 GYP. BD. PARTITION PER PLAN DOOR SCHEDULE -- 1ST FLOORA5.20 , i WALL PER PLAN Door Frame Hdwr T Project Door VWdth Height Thk FTjWJ LWI I Finish I Type I Marl I Finish Group Commerks DOUBLE STUD AT - DOOR FRAME 104 3'-0" 7'-0" 13/4" A HMI P HM STL P Ht OFFICE VISION PANEL CURTAIN WALL DOOR- 105 3'-03/4" T-0" B GL FF (none) HMI P H2 FRED SHEARER DOOR FRAME 106 T-0" T-0" 13/4" A HMI P HM STL P H1 AND SONS OFFICE B FURRED WALL ABOVE 107 3'-0" T-0" 13/4" A HMI P HM STL P H1 A 108 T-0" T-0' 13/4" A HMI P HM STL P H1 REMODEL 127 T-0" T-0" 13/4• A HMI P HM STL P H1 DOOR TYPES -- -- --- - _- 8015 SW HUNZIKER ST. TIGARD, OR 97223 5 1/8" 00 VIF Mechanical/Electrical 5/8"GYP. BOARD 250S125-33 METAL STUD EXISTING GLULAM BEAM HALL EXISTING HSS COLUMN 5/8"GYP BOARD SHIM AS REQUIRED Ion 3 DOOR FRAMINGFURRING AT COLUMN A5,20 3" = 1'-0" A5.20 3" = 1'-0" OFFICE I HALL r I 28'-7 3/8" I CID18" 1 10 Z 1 \ / "MIN CURTAINWALLTOBE 5'- 11/4" 93/4" 11'-41/4" VIF 93/4" 10'-63/8" ( `* v 1 FLUSHED W/WALL MIN 1 I 11 IF BOTH LATC AND CL SERH EQ rL EQ EQ EQ 4 EQ EQ EQ T-3 3/4" ( INTERIOR CURTAIN __ -__ 1 WALL GLAZING 6 TYP 1 - FURRED WALL EXISTING GLULAM I I BEYOND BEYOND FURRING I A5.20 B/GLULA FRONT APPROACH 0 305WINDOW HEAD Z I T T A5.20 3" = V-0" 2 2 z o v A: 36"MINI ? O ¢w �ti D ARC � m N m=rn 1 22" 1 M�N a m B:42"MIN r CJ r B/MULL v F IF BOTH LATCH 9,rWOROREGON ~ GORE u O v g O AND CLOSER BOTTOM OF MIRROR } c 4 4 ` OFFICE HALL L) MIRROR v(� `r A5.20 A 5.20 ` 1 FURRED WALL HC LAVATORY 9 #5795 ` I BEYOND HINGE SIDE APPROACH �� OFBO INTERIOR CURTAIN r PROVIDE INSULATION FOR DRAIN T WALL GLAZING PIPE AT HC LAV PER ADA N. MACK IE B/MULL ' I CURTAIN WALL TO w p • © RIGHTS RESERVED ALL RIGHTS RESERVED ' Z m w rn w o THESE DRAWINGS ARE THE PROPERTY OF BE FLUSH W/WALL O p 24' I z OJ I 24"MINI MACKENZIE AND ARE NOT TO BE USED U> U > O OR REPRODUCED IN ANY MANNER, c ' SILL TRAY WITH v LL O MIN iv LL O °f 'i END DAMS `v a v a I � 8 M N WITHOUT PRIOR WRITTEN PERMISSION in 1 N v T T T T T T T T Revision Schedule g• 1"MI MIN Revision Delta Issue Date LAVATORY NP 7 ® NEE/TOE CLEARANCE LATCH SIDE APPROACH A5.20 (_5 INTERIOR CURTAIN WALL ELEVATION WINDOW SILL ADA DOOR CLEARANCES AND LAVATORY MOUNTING — A5.20 3" = 1'-0" A5.20 1/4" = V-0" CEILING JOISTS PER PLAN ADDITIONAL HANGERS AT ALL MEMBERS WITHIN 8"OF PERIMETER 2"EDGE ANGLE AT PERIMETER COUNTERSLOPE VERTICAL STRUT PER HANGERS IF MORE THAN 1:6 OUT OF PLUMB NOTE: ROOF DECK SHEET TITLE: p INSTALL BRACING SYSTEM EVERY LIJ INTERIOR 128 S.F. MAX OF SUSPENDED CEILING PER PLANS w U) �Y MAX BRACE LENGTH: 25' -0" 01 v z DETAILS AND LANDSCAPE AREA " Z RADIUS EDGE LED6"TY SIDEWALK z0 NI: 3/8 1�8DTOOLED US EDGE OO8"MAX. 8"MAX. (WHERE APPLIES) �� 2%MAX SLOPE �� SCHEDULES A o o TRUSS PURLIN OR 9 ra TRUSS GIRDER ` I " °. = • o� 4"CONCRETE OVER 2"CRUSHED "f•.',, • •4 � A ROCK BASE OVER COMPACTED ' '' CONTROL JOINT SECURE ALL HANGERS TO BLDG. '/ '/ SUBGRADE PER GEOTECHNICAL REQUIREMENTS 8 STRUCTURE.TRAPEZE DUCT WORK ' . Q 3/4" , � 7N 74 AND OHER LARGE OBSRUCTIONS. ARMSTRONG BERC2 CLIP 0 °. ARMSTRONG BERC2 CLIP ¢ o (UNLESS NOTED OTHERWISE ON PLANS CONCRETE CURB 1/8"TOOLED 01 6'-0"MAX CROSS RUNNERS FIT BETWEEN ATTACHED TO GRID e UNATTACHED TO GRID (WHERE APPLIES) RADIUS EDGE L " SED SEALANT MAIN RUNNERS 12 GA. WIRE SUPPORT, SIDEWALK A I ATTACHED WALL OB UNATTACHED WALL SC SHEET METAL NCAVE AND MAIN RUNNERS AT 4'-0"O.C. \/ � SCREWS AT 12"O.C. EACH WAY. INSTALL TAUT � ACKER ROD DRAWN BY: AGC SUPPORT WITH#12 WIRE AT 4'-O" FOR ENTIRE LENGTH NOTES: 8"MAX HANGER WIRE W/STRUT AND SPLAY 3/8"PRE MOLb1=0' POLYMER BACKER ROD CHECKED BY: MNT, SJM O.C.OR WITH#10 WIRE AT 5'-0"O.C. — ATTACH VERTICAL BRACE TO 1. CONCRETE SIDEWALK SHALL BE BROOM FINISHED UNLESS OTHERWISE NOTED ON PLANS. HANGER WIRE WIRES PER CEILING BRACING DETAIL JOINT !Ul J;#.EACH WAY 350S125-33 METAL T-BAR GRID W/(2)#10 METAL 2. SEE PROJECT SPECIFICATIONS FOR THE CONCRETE,AGGREGATE BASE,AND JOINT MATERIALS. OND TO SEALANT CEILING TILE POP-RIVET SCREWS 3.WHERE SIDEWALK ABUTS CURBING,SURFACE SHALL BE FLUSH WITH TOP OF CURB UNLESS STUDFRAMING - _ 12 GA WIRE LATERAL BRACING AT CROSS TEE MAIN BEAM CROSS TEE �; NOTED OTHERWISE ON PLANS.WHERE SIDEWALK ABUTS LANDSCAPE OTHER PERVIOUS AREA, SHEET }jLf�/71J GRADE SHALL BE RECESSED 1"MINIMUN OR AS OTHERWISE DICTATED BY THE LANDSCAPE 12'-0'O.C. EACH WAY MAIN RUNNDER ARCHITECT OR NOTED ON OTHER PROJECT PLANS. TO STRUCTURE BEGIN BRACING o 0 0 0 0 0 0 0 0 o SUSPENDED CEILING 4. DO NOT USE SHINERS ON TOOLED EDGES UNLESS NOTED OTHERWISE EXPANSION JOINT NGLEEDGE TRIM WITHIN 6'-0"OFPERIMETER AND 2"FROM 2MAX .L 5. CONTROL JOINTS SHALL OI EVENLY SPACED AND LOCATED EVERY 5'MAXIMUM,WITH EXPANSION A5m2O BERG CLIP SYSTEM. CROSS MEMBER. INSTALL TAUT, IN ALL 4 FREE END 1• FIXTED END JOINTS EVERY FOURTH JOINT, OR PER PLAN.SIDEWALK JOINTS SHALL BE ALIGNED WITH CURB SEE DIRECTIONS. 7/8"ANGLE MOLDING 2"ANGLE MOLDING JOINTS WHERE PERPENDICULAR CURBING INTERSECTS.CEILING EDGE AT WALL POP-RIVET UNATTACHED THIS " SIDE NOTE:ALL CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND HAVE 100#CAPACITY 1 C I EXPANSION JOINT SUSPENDED CEILING BRACING10 SUSPENDED CEILING SEISMIC JOINTS 11 SUSPENED CEILING BRACING 12 CONCRETE SIDEWALK AND JOINTS I JOB NO. A5.20 12" = 1'-0" A5.20 3" = 1'-0" A5.2o 1 1/2" = 1'-0" A5.20 NTS 2180497.00 PERMIT SET 11 .26X19 C:\Userskmnt\Documnts\RevitProjects\FredShearer\OLD 497-PCI-L.rvt 11126/201911:47:54AM As FINISH SCHEDULE ABBREVIATIONS DOOR HARDWARE FLOOR BASE WALL MAIL FNISH AL ALUMINUM PROVIDE ALL HARDWARE SPECIFIED/REQUIRED TO MAKE NOTES: MAIL MAIL CEILING ACT ACOUSTICAL CEILING TILE DOORS FULLY FUNCTIONAL,COMPLIANT WITH APPLICABLE CONNECT STUDS AND TRACKS ROOM NO ROOM NAME FINISH FINISH NORTH EAST SOUTH WEST MAIL FINISH Ceiling Height COMMENTS C CONCRETE CODES,AND SECURE TO THE EXTENT SPECIFIED. TOGETHER W/NO.8 SCREWS CPT CARPET AT V-0"O.C. EACH SIDE AND A 101 LOBBY 4"RB GB/P GBIP GB/P GB/P WA OTS CS SEALED CONCRETE H1 -PASSAGE DOOR TOP AND BOTTOM. 102 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0" CT CERAMIC TILE PASSAGE LATCH T 75) ■ ALTERNATE BRACING DESIGNS FF FACTORY FINISH CLOSER STAMPED BY AN ENGINEER 103 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 81-0" FL FULL LIGHT BUTTS REGISTERED IN THE STATE OF 104 OPEN OFFICE 4"RB GB/P GB/P GB/P GB/P WA OTS GYP GYPSUM BOARD KICKPLATE Architecture IS Interiors OREGON, MAY BE SUBMITTED 105 CONFERENCE 4"RB GB/P GB/P GB/P GB/P ACT OTS HL HALF LIGHT SEAL — — — — TO A/E FOR REVIEW AND 106 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT V-0. HM HOLLOW METAL WEEP Planning IS Engineering APPROVAL. 107 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0" HMI HOLLOW METAL INSULATED 108 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT W-0. HMK HOLLOW METAL-DRYWALL FRAME (TIMELY) H2- CURTAIN WALL DOOR KICKER FOR UNBRACED WALLS 109 HALL 4"RB GB/P GB/P GB/P GB/P WA OTS HMW HOLLOW METAL WELDED CYLINDERS BY HARWARE SUPPLIERS OVER 14'-0"IN LENGTH. SEE DETAIL LAM LAMINATED GLASS BALANCE OF HARDWARE BY STOREFRONT 110 HALL 40 IRS GB/P GB/P GB/P GB/P ACT 8'-0" LIN LINOLEUM SUPPLIER — — -- GYP. BD. PARTITION PER PLAN 111 HALL 4"RB GB/P GB/P GB/P GB/P ACT 8'-0' LVP LUXURY VINYL PLANK EXIT DEVICE(PUSH/PULL) 112 FIRE RISER 4"RB GB/P GB/P GB/P GB/P EXIST 81-00 P PAINT Portland,OR 113 OFFICE 4"RB GB/P GB/P GB/P GBIP ACT V-0. PL PLASTIC LAMINATE 503.224.9560 ALUMINUM TRIM PIECE WITH 1-1/2" PC POLISHED CONCRETE 114 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0. PROVIDE 20 GA.TRACK AT WALLS LESS RETURNS. FINISH TO MATCH EXISTING PT PRECELAIN TILE Vancouver,WA THAN 8'-0" IN UNBRACED LENGTH. WINDOW FRAMES 115 STORAGE 4"RB GB/P GB/P GB/P GBIP ACT 8'-0" OHI OVERHEAD DOOR INSULATED 360.695.7879 PROVIDE 16 GA.TRACK FOR UNBRACED 116 HALL 4"RB GB/P GBIP GB/P GB/P EXIST 81-0 OTS OPEN TO STRUCTURE LENGTH BETWEEN 8'-0"AND 14'-0" 117 CLASSROOM 4"RB GB/P GB/P GB/P GB/P ACT 9.-0. RB RUBBER BASE Seattle,WA 118 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 8!-G" S STAINED 206.749.9993 EXISTING STOREFRONT MULLION Sc SOLID CORE CEILING AS OCCURS, SEE FINISH SCHEDULE 119 BREAK 4" RB GB/P GB/P GB/P GB/P EXIST 8'-0" www.mcknze.com 120 MENS 6"SV WRGB/P WRGB/P WRGB/P GB/P WRGB/P 8'-W SF STOREFRONT SL SIDE LIGHT MACKENZIE . 121 WOMENS 6"SV WRGB/P WRGBIP WRGB/P WRGB/P WRGB/P 8'-0" STL STEEL I I I I I PER SCHEDULE 122 STORAGE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0" SV SHEET VINYL DESIGN DRIVER I CLIENT FOCUSED 123 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 81-00 T TEMPERED 124 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 81-00 VCT VINYL COMPOSTION TILE Client PROVIDER-11 362S125-33 METAL STUDS AT 1'-4"O.C. 125 OPEN OFFICE 4"RS GB/P GB/P GB/P GB/P ACT 8'-0' VP VISION PANEL BATT INSULATION 126 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0" W WOOD FOR SOUNDWR WATER RESISTANT ATTENUATION BOTTOM TRACK TO FINISH FLOOR WITH 127 STORAGE 4"RB GB/P GB/P GB/P GB/P ACT W-0. X-0^ 01 T-4" 01 POWDER DRIVEN ANCHORS AT 4'-0"O.C. 128 STORAGE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0" FRED SHEARER 0'-6" GYPSUM 129 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 81-0. 2'-0" 0'- " 2" 3'-0' 2" AND SONS BOARD, EACH CONT ACOUSTIC SEALANT BELOW SIDE TRACK, TYPICAL 130 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0" 5500 SW ARCTIC DR. 131 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 8'-0' FLOOR FINISH, SEE FINISH SCHEDULE STOREFRONT GLAZING SYSTEM 132 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT 81-0. BEAVERTON, OR 133 OFFICE 4"RB GB/P GB/P GB/P GB/P ACT V-0" c 97005 NEOPRENE SEAL 134 OFFICE 4"REI GB/P GB/P GB/P GB/P ACT 8'-0" IT 135 HALL 4"RB GB/P GB/P GB/P GB/P ACT 8'-0" mTHRU GRID WALL � WALLATMULLION 136 HALL 4"RB GB/P GB/P GB/P GB/P ACT 8'-0"137 HALL 4"RB GBIP GB/P GB/P GB/P ACT 8'-0" ` A5.20 3" = V-0" A5.20 3" = 1'-0" 138 WAREHOUSE EXISR EXIST EXIST EXIST EXIST EXIST OTS o iv o 3 TYP PER PLAN DOOR SCHEDULE -- 1ST FLOOR ^5.20 GYP. BD. PARTITION WALL PER PLAN Door Frame Hdwr Door width Height Thk Type Marl Finish Type Marl Finish Group Comments ` T Project DOUBLE STUD AT DOOR FRAME 104 T-0" T-0" 13/4" A HMI P HM STL P H1 105 3'-03/4" T-0" B GL FF (none) HMI P H2 FRED SHEARER OFFICE 106 3'-0" T-0' 13/4" A HMI P HM STL P Ht VISION PANEL CURTAIN WALL DOOR DOORFRAME FURRED WALL ABOVE 107 T-0" T-0" 13/4" A HMI P HM STL P H1 A B AND SONS OFFICE 108 T-0" T-0" 13/4" A HMI P HM STL P H1 REMODEL 127 3'-0" T-0" 13/4" A HMI P HM STL P H1 DOOR TYPES 8015 SW HUNZIKER ST. TIGARD, OR 97223 51/8" ---- VIF Mechanical/Electrical 5/8"GYP. BOARD 2501125-33 METAL STUD �— EXISTING GLULAM BEAM HALL EXISTING HSS COLUMN 5/8"GYP BOARD SHIM AS REQUIRED 3 DOOR FRAMING FURRING AT COLUMN A5.20 3" = V-0" A5.20 3" = V-0" OFFICE HALL r I 28'-7 3/8" z 18" 10 1 "MN VIF CURTAIN WALL TO BE 5'- 1 1/4" 9 3/4" 11'-4 1/4" 9 3/4" 10'-6 3/8" I FLUSHED W/WALL MIN I IF BOTH LATCH AND CLOSER CL INTERIOR CURTAIN 7 01 EQ le le EQ OP 11 EQ EQ � EQ e 01 EQ EQ 3'-3 3/4" I WALL GLAZING 6 TYP I FURRED WALL EXISTING GLULAM I BEYOND BEYOND FURRING A5.20 B/GLULA FRONT APPROACH U11s WINDOW HEAD _ T T A5.20 3" = 1'-0" 2 2 I I z w D m A:W-MIN ? O a w I " + 5�� �Rc�f B/MULL `—�/ m= m 22" 1 M N /Y Q im B:42"MIN iv O LL O F BOTH LATCH a g O qt I AND CLOSER V~ SCOTT J. CORE • o q q OFFICE I HALL BOTTOM MIRROR OF MIRROR ORT #5795 OREGON A5.20 A5.20 FURRED WALL HC LAVATORY `9J� �F O�C�� 0D I BEYOND HINGE SIDE APPROACH m o T ` I INTERIOR CURTAIN PROVIDE INSULATION FOR DRAIN A WALL GLAZING PIPE AT HC LAV PER ADA/'x © MACKENZIE tY ALL RIGHTS RESERVED B/MULL CURTAIN WALL TO w o W o o THESE DRAWINGS ARE THE PROPERTY OF BE FLUSH W/WALL O Q 24" I z 0 > 24"MINI 2 N U MACKENZIE AND ARE NOT TO BE USED c OR REPRODUCED IN ANY MANNER, SILL TRAY WITH v LL O MIN v LL O ° J ' I END DAMS `v a s I 8 M N WITHOUT PRIOR WRITTEN PERMISSION e]jT T T T T T T T 6" 1"MI Revision Schedule MIN!IN I I LAVATORY Revision Della Issue Date 7 TTP ® NEE/TOE CLEARANCE LATCH SIDE APPROACH A5.20 INTERIOR CURTAIN WALL ELEVATION WINDOW SILL ADA DOOR CLEARANCES AND LAVATORY MOUNTING AS.zo 1/2" — 1 -0 A5.20 3" = V-0" A5.20 1/4" = 1'-0" CEILING JOISTS PER PLAN ADDITIONAL HANGERS AT ALL MEMBERS WITHIN 8"OF PERIMETER 2"EDGE ANGLE AT PERIMETER COUNTERSLOPE VERTICAL STRUT PER HANGERS IF MORE THAN 1:6 OUT OF PLUMB NOTE: ROOF DECK SHEET TITLE: INSTALL BRACING SYSTEM EVERY INTERIOR 128 S.F. MAX OF SUSPENDED CEILING PER PLANS w N - MAX BRACE LENGTH: 25'-0" 01 01 U z DETAILS AND LANDSCAPE AREA 1/8"TOOLED g^ SIDEWALK z U 3/8" 1/8"TOOLED OO8"MAX 8"MAX. (WHERE APPLIES) 2/D MAX SLOPE —RADIUS EDGE RADIUS EDGE SCHEDULES a . A o o TRUSS PURLIN OR I —III—III _ T"• o o TRUSS GIRDER a 4"CONCRETE OVER 2"CRUSHED - " " ROCK BASE OVER COMPACTED SECURE ALL HANGERS TO BLDG. �7/8� 7/8� Q SUBGRADE PER GEOTECHNICAL REQUIREMENTS 8 STRUCTURE.TRAPEZE DUCT WORK 4 3/4" CONTROL JOINT 74 AND OHER LARGE OBSRUCTIONS. ARMSTRONG BERC2 CLIP °. ARMSTRONG BERC2 CLIP C D o (UNLESS NOTED OTHERWISE ON PLANS CONCRETE CURB 1/8"TOOLED 6'-0"MAX CROSS RUNNERS FIT BETWEEN ATTACHED TO GRID �0 UNATTACHED TO GRID (WHERE APPLIES) RADIUS EDGE 3/8"RECESSED SEALANT 00 MAIN RUNNERS 12 GA.WIRE SUPPORT, SIDEWALK OA ATTACHED WALL OB UNATTACHED WALL #10 SHEET METAL TOOLED CONCAVE AND MAIN RUNNERS AT 4'-0"O.C. EACH WAY. INSTALL TAUT SCREWS AT 12"O.C. TIGHT TO BACKER ROD DRAWN BY: AGC SUPPORT WITH#12 WIRE AT 4'-0" FOR ENTIRE LENGTH NOTES: 8"MAX HANGER WIRE W/STRUT AND SPLAY 3/8"PRE=MOLbED'; ° ' ROUNDED POLYMER BACKER ROD CHECKED BY: MNT, SJM O.C. OR WITH#10 WIRE AT 5'-0"O.C. - ATTACH VERTICAL BRACE TO 1. CONCRETE SIDEWALK SHALL BE BROOM FINISHED UNLESS OTHERWISE NOTED ON PIANS. HANGER WIRE WIRES PER CEILING BRACING DETAIL JOINT FILLEIFE- EACH WAY 3501125-33 METAL T-BAR GRID W/(2)#10 METAL 2. SEE PROJECT SPECIFICATIONS FOR THE CONCRETE, AGGREGATE BASE,AND JOINT MATERIALS. .1 : WITH-190 BOND TO SEALANT CEILING TILE POP-RIVET STUDFRAMING SCREWS 3.WHERE SIDEWALK ABUTS CURBING, SURFACE SHALL BE FLUSH WITH TOP OF CURB UNLESS CROSS TEE MAIN BEAM CROSS TEE NOTED OTHERWISE ON PLANS.WHERE SIDEWALK ABUTS LANDSCAPE OTHER PERVIOUS AREA, SHEET 12 GA WIRE LATERAL BRACING AT GRADE SHALL BE RECESSED 1" MINIMUN OR AS OTHERWISE DICTATED BY THE LANDSCAPE 12'-0"O.C. EACH WAY MAIN RUNNDER ARCHITECT OR NOTED ON OTHER PROJECT PLANS. TO STRUCTURE BEGIN BRACING o 0 0 0 Vw 0 0 / SUSPENDED CEILING 4. DO NOT USE SHINERS ON TOOLEDEDGES UNLESS NOTED OTHERWISEEXPANSION JOINT v000000NGLE EDGE TRIM WITHIN 6'-0"OF PERIMETER AND 2" FROM E2 MAXI 5. CONTROL JOINTS SHALL BE EVENLY SPACED AND LOCATED EVERY 5' MAXIMUM,WITH EXPANSION BERC CLIP SYSTEM. CROSS MEMBER. INSTALL TAUT, IN ALL 4 FREE END JOINTS EVERY FOURTH JOINT, OR PER PLAN. SIDEWALK JOINTS SHALL BE ALIGHED WITH CURB �� O SEE DIRECTIONS. 7/8"ANGLE MOLDINGDING JOINTS WHERE PERPENDICULAR CURBING INTERSECTS.ACEILING EDGE AT WALL POP-RIVET THIS ■ NOTE:ALL CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND HAVE 100#CAPACITY ( C 1 EXPANSION JOINT (:j) SUSPENDED CEILING BRACING 10 SUSPENDED CEILING SEISMIC JOINTS 11 SUSPENED CEILING BRACING 12 CONCRETE SIDEWALK AND JOINTS - A5.20 12" = 1'-0" As.zo 3" = 1'-0" A5.20 1 1/2" = 1'-0" As.2o NTS J BN 2180497.00 PERMIT SET 11 .26. 19 - - C:WProjects\Fred Shearer\OLD 497-PCI-L.rvt 11/26/201911:47:54AM As