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Plans (6) BUP2019 -00199 ABBREVIATIONS : LEGEND OF SYMBOLS : GENERAL NOTES: I < ANGLE FAST FASTENER PIP POURED IN PLACE 1. ALL WORK TO COMPLY WITH THE REQUIREMENTS OF THE AHJ AND THE @ AT FB FLAT BAR PJ PANEL JOINT ---.,,,R'-DETAIL IDENTIFICATION XX CURRENT EDITIONS OF LISTED BUILDING CODES. ANY BUILDING OFFICIAL, EMBASSY CENTER AB ANCHOR BOLT FD FLOOR DRAIN P. LAM PLASTIC LAMINATE AXXX i + AND FBO FURNISHED BY OTHERS PL PROPERTY LINE XX AXXX SUBCONTRACTOR OR TRADESPERSON NOTING DISCREPANCIES SHALL NOTIFY THE DESIGNER IMMEDIATELY UPON DISCOVERY. A/C AIR CONDITIONING FDN FOUNDATION PLAS PLASTER �_i� 2. CONTRACTORS SHALL COORDINATE ALL REQUIRED INSPECTIONS BY THE ACT ACOUSTICAL CEILING TILE FE FIRE EXTINGUISHER PLYWD PLYWOOD SHEET WHERE DRAWN - - CITY AND ANY OTHER GOVERNING AUTHORITIES AS REQUIRED. DETAIL DETAIL VIEW BUBBLE RENOVATION OF THE MAIN LOBBY, A MODIFICATION TO SUITE 100 TO PROVIDE DEDICATED BIKE AND EXERCISE AREAS WITH1 ACOUS ACOUSTICAL FEC FIRE EXTINGUISHER CABINET PR PAIR , WITH (1) _ _ 3. CONTRACTORS SHALL VERIFY AND CONFIRM EXISTING CONDITIONS NEW SHOWER ROOM AND (1) NEW ACCESSIBLE SHOWER ROOM WITH TOILET AND LAVATORY, AS WELL AS MODIFICATIONS TO WOODBLOCK ARCHITECTURE,INC. AD AREA DRAIN FF FINISH FLOOR PREFIN PREFINISHED DETAIL IDENTIFICATION MATCH SHOWN OR IMPLIED ON DRAWINGS PRIOR TO THE START OF 827 SW 2ND AVENUE,SUITE 300 �� ANY DISCREPANCIES. SUITES 140 AND 150 TO PROVIDE NEW BREAK AND CONFERENCE AREAS WHICH WILL INCLUDE THE INSTALLATION OF (1) NEW PORTLAND,OR 1 97204 1 P503.889.0604 ADD ADDENDUM FHC FIRE HOSE CABINET PT PRESSURE TREATED � SHEET CONSTRUCTION OR ORDERING MATERIALS AND NOTIFY THE DESIGNER OF I, ADJ ADJACENT FIN FINISH PTD PAPER TOWEL DISPENSER XX XXXX LOCATION SINK, (1) DISHWASHER AND (2) SETS OF EXTERIOR GLASS DOORS. ADJT ADJUSTABLE FL FLOOR PTDR COMBINATION PAPER AXXX 4. CONTRACTORS SHALL OBTAIN AND PAY FOR ALL TEMPORARY UTILITIESTHIS PROJECT DOES NOT PROPOSE ANY CHANGE IN OCCUPANCY. EV�i V E�) A.F.F. ABOVE FINISH FLOOR FLASH FLASHING TOWEL DISPENSER + RECEPTACLE �-SHEET WHERE DRAWN INCLUDING ELECTRICITY NECESSARY FOR CONSTRUCTION. AGG AGGREGATE FLUOR FLUORESCENT PTN PARTITION AUG 12 2019 ALS AREA LIGHT STANDARD FO FACE OF PTR PAPER TOWEL RECEPTACLE MATCH LINE REFERENCE 5. ALL CONSTRUCTION DEBRIS TO BE NEATLY STOCKPILED ON SITE UNTIL DISPOSAL.ALL DEBRIS IS TO BE DISPOSED OF IN LEGAL MANNER AT A PROJECT TEAM DRAWING INDEXCITY OF"i1GAHD BUILDING SECTION ALT ALTERNATE FOC FACE OF CONCRETE PVC POLYVINYL DETAIL IDENTIFICATION DETAIL IDENTIFICATION LANDFILL OR RECYCLING CENTER. NO DEBRIS IS TO BE DISPOSED OF IN UILDING DIVISION ALUM ALUMINUM FOM FACE OF FINISH PVMT PAVEMENT \ CUT LINE- CUT LINE- LOCAL WASTE COLLECTION FACILITIES. ANDD ANODIZED FOM FACE OF MASONRY QT QUARRY TILE DEFINES THE / DEFINES SHEET# SHEET TITLE APPROX APPROXIMATE FOS FACE OF STUD R RISER I DETAILED / Xx _ THE DETAILED 6. CONTRACTOR SHALL INFORM THE DESIGNER OF ANY AND ALL CHANGES. CLIENT: WYSE REAL ESTATE ADVISORS GOOO COVER SHEET AXXX ELEMENT \AXXX1 _SH ET WHERE DRAWN DIRECTIVES--ELEMENT I WITHOUT PRIOR AUTHORIZATIONCTOR SHALL NOT PROCEED WITH FROM ST. THE DESIGNER AND A PORTLAND OR 9714SUITE 100 G003 EGRESS G004 ACCESSIBILITY ARCH ARCHITECTURAL FOTS FACE OF TUBE SECTION R. RADIUS AUTO AUTOMATIC FRT FIRE RETARDANT TREATED RA RETURN AIR SHEET WHERE DRAWN WRITTEN CHANGE ORDER. P: (503) 595-9685 A100 FLOOR PLAN-WORK AREAS A.F.C. ABOVE FINISH CEILING FT FOOT OR FEET RB RUBBER BASE WALL SECTION DETAIL SECTION CONTACT: GREG CLOSE - BC BOTTOM OF CURB FTG FOOTING RD ROOF DRAIN - _ _- 7. CONTRACTOR SHALL PROVIDE STORAGE FOR ALL BUILDING MATERIALS IN E: GCLOSE@WYSEREA.COM A101 DEMOLITION i DETAIL ` TDETAIL IDENTIFICATION ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. A201 FLOOR PLAN BD BOARD FURR FURRING REF REFERENCE IDENTIFICATION DESIGNER: POTESTIO STUDIO A202 REFLECTED CEILING PLANS B.F.F. BELOW FINISH FLOOR GA GAUGE REFL REFLECTED 1155 SW MORRISON XX AXXX XX 8. ALL SUBSTITUTIONS MUST BE APPROVED BY DESIGNER, ALONG WITH A301 ENLARGED PLANS BITUM BITUMINOUS GALV GALVANIZED REFR REFRIGERATOR XX WRITTEN REQUESTS CONTRACTOR SHALL PROVIDE ALL INFORMATION PORTLAND, OR 97204 REGARDING THE SUBSTITUTION IN QUESTION, INCLUDING COST. P: 503.381.9719 A302 ENLARGED PLANS BLDG BUILDING GB GRAB BAR REINF REINFORCED s SHEET WHERE __SHEET WHERE DRAWN CONTACT: RICHARD POTESTIO A303 ENLARGED PLANS BLK BLOCK GC GENERAL CONTRACTOR RESIL RESILIENT DRAWN XX 9. SOLID WOOD BLOCKING, INSULATION, OR OTHER FIRE STOP MATERIALS IS E: RICK@POTESTIOSTUDIO.COM A304 ENLARGED PLANS BLKG BLOCKING GI GALVANIZED IRON REQ'D REQUIRED EXTERIOR ELEVATION INTERIOR ELEVATION TO BE PROVIDED, BETWEEN TOP STORY AND ROOF FACE. A401 ELEVATIONS B.M. BENCH MARK GL GLASS REV REVISE OR REVISION ARCHITECT OF RECORD: WOODBLOCK ARCHITECTURE A402 ELEVATIONS B.O. BOTTOM OF... GL GLU LAM RM ROOM 10. CONTRACTOR SHALL PROVIDE SAMPLE OF FINISHES AND STAIN COLORS 827 SW 2ND AVE., #300 A403 ELEVATIONS BOT BOTTOM GND GROUND RO ROUGH OPENING ROOM NAMEFOR APPROVAL BY DESIGNER. THIS INCLUDES INTERIOR AND EXTERIOR I �� PORTLAND, OR 97204 A502 SECTIONS PAINT,AND SHEETROCK TEXTURES. P: 503.889.0604 A700 SCHEDULES BRIG BEARING GP GALVANIZED PIPE RWL RAIN WATER LEADER __ W71 CONTACT: JONATHAN DUNN B.S. BOTH SIDES GRD GRADE RCP REFLECTED CEILING PLAN CX-XX-X--A-) 11. WRITTEN DIMENSIONS AND NOTES ON DRAWING SHALL TAKE PRIORITY A701 SPECIFICATIONS E: JONATHAN@WBLOCK.COM BSMT BASEMENT GVP GYPSUM VENEER PLASTER S SOUTH OVER SCALE OF DRAWINGS. DO NOT MEASURE DRAWINGS TO DETERMINE A702 SPECIFICATIONS ROOM NAME &NUMBER DOOR NUMBERS ANY DIMENSIONS. DRAWINGS ARE IN SCALE FOR PURPOSES OF DESIGN A703 SPECIFICATIONS BTWN BETWEEN GWB GYPSUM WALL BOARD SC SOLID CORE AND INTENT ONLY.ALL DIMENSIONS SHOWN PLANS ARE FROM AND TO A801 CEILING AND SOFFIT DETAILS BUR BUILT-UP ROOF GYP GYPSUM BOARD SCD SEAT COVER DISPENSER FACE OF FRAMING OR FROM AND TO CENTERLINE OF WALLS, UNLESS A802 DETAILS BPW BED PAN WASHER HB HOSE BIBB SCHED SCHEDULE 1, OTHERWISE NOTED. p [OR C CHANNEL HC HOLLOW CORE SD SOAP DISPENSER XX \ ^) 12. ALL FEATURES OF THE WORK NOT FULLY SHOWN SHALL BE OF THE SAME CAB CABINET HC HANDICAP PARKING STALL SECT SECTION TYPE AND CHARACTER OF THAT SHOWN FOR SIMILAR CONDITIONS. IN THE CB CATCH BASIN HDWD HARDWOOD SGE SEMI-GLOSS ENAMEL EVENT OF THAT ADDITIONAL WORK IS REQUIRED TO COMPLETE THE PROJECT SITE CEM CEMENT HDWR HARDWARE SH SHELF WINDOW NUMBER EQUIPMENT TAG WORK AS INTENDED (OR REQUIRED BY GOVERNING CODES), YET NOT CFI CONTRACTOR FURNISHED HM HOLLOW METAL SHTG SHEATHING PROJECT DATA FULLY SHOWN OR OMITTED BY IN THE DRAWINGS, CONTRACTORS MUST VICINITY MAP I 9020 SW WASHINGTON SQ. RD. ---_ - STILL PROVIDE FOUNDATION, CARPENTRY, MECHANICAL, ELECTRICAL TIGARD, OR 97223 AND INSTALLED HORIZ HORIZONTAL SHWR SHOWER AND/OR PLUMBING AS REQUIRED FOR CERTIFICATE OF OCCUPANCY, PROPERTY ADDRESS: 9020 SW WASHINGTON SQUARE RD., TIGARD, OR 97223 CG CORNER GUARD HR HOUR ONLY SHT SHEET INCONSISTENCIES, OR DISCREPANCIES. C.I. CONTRACTOR INSTALLED H. HEIGHT SIM SIMILAR / PROPERTY ID: 1S1266C01506, R2007147 X 13. VERIFY ALL DIMENSIONS AND MFR. SPECIFICATIONS OF OWNER CI CAST IRON HVAC HEATING /VENTILATION/AIR SJ SEISMIC JOINT Lmf BUILDING CODES: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) FURNISHED EQUIPMENT PRIOR TO CONSTRUCTION. ;1 CENTER LINE CONDITIONING SL SLIDING ` I I JURISDICTION: CITY OF TIGARD CLG CEILING HW HOT WATER SM SHEET METAL 14. DO NOT SCALE DRAWINGS. s Progress MazeQ Fa By Downs KEY NOTES WALL TYPE I SCOPE OF WORK: NON-STRUCTURAL INTERIOR IMPROVEMENTS H QA mems CLOS CLOSET ID INSIDE DIAMETER (DIM.) SND SANITARY NAPKIN DISPENSER _ _ TOTAL NEW BUILDING AREA: NONE alymmaawesQPogresssquareQ CLR CLEAR INSUL INSULATION SNT SANITARY NAPKIN RECEPTACLE Q ¢, CJ CONTROL JOINT INT INTERIOR SPEC SPECIFICATION toeeDresarorteea - CMU CONCRETE MASONRY UNIT INV INVERT SQ SQUARE ` Level 1 __ BIDDER DESIGN MECHANICAL, TOTAL WORK 3,423SF spye wry 4' ZONING: MUC-MIXED USE COMMERCIAL I \. aya COL COLUMN IPS IRON PIPE SIZE SS STAINLESS STEEL 0'-0"AFF XXL COMP COMPOSITION JAN JANITOR S +V STAIN +VARNISH ELECTRICAL, AND PLUMBING DATUM ELEVATION REVISION DELTA&CLOUD CONC CONCRETE JT JOINT STA STATION CONSTRUCTION TYPE: TYPE I-B WITH SPRINKLERS THROUGHOUT BurlingtonQ F ne Embassy Centre CONST CONSTRUCTION KD KILN DRIED STL STEEL ALLOWABLE FLOOR AREA: B: UNLIMITED Cecoade Plaza Bente mean Johns Incredible CO CONCRETE OPENING JST JOIST STD STANDARD ___ _..___ CRITERIA ; e s�o Pizza Company CONN CONNECTION KIT KITCHEN STK STOCK Nordstrom Raga8 >I ' .� � Target 1. ALL MECHANICAL, ELECTRICAL, AND PLUMBING WORK SHALL BE PROVIDED 7 ne XX \ 00' i. e swmxm ae CONT CONTINUOUS L. LENGTH STOR STORAGE UNDER A SEPARATE CONTRACT AND PERMIT. SUBMITTALS SHALL BE ! ] it Sw a CONTR CONTRACTOR LAB LABRATORY STRUCT STRUCTURAL DEFERRED. AREA MODIFICATIONS: INCREASE NOT NECESSARY AND NOT CALCULATED ii e CORR CORRIDOR LAM LAMINATE SUSP SUSPENDED -- - 2. IT IS THE DESIGN/BUILD CONTRACTOR'S RESPONSIBILITY TO CONFORM TO ALL CRRR CONTRACTOR REMOVED, LB LAG BOLT SYST SYSTEM FINISH TAG CEILING HEIGHT APPLICABLE BUILDING CODES AND TO PROVIDE ALL DOCUMENTATION � J� Maas® CR CONTRACTOR T CONTRACTOR REINSTALLED LBW ESS DOOR WIDTH TYM SYSTEM SYMMETRICAL REQUIRED TO OBTAIN PERMITS FOR WORK UNDER THEIR CONTRACT. ALLOWABLE HEIGHT: B: 11 STORY, 160 FEET Guiterceoter® "acheesaeKa/F'actoy® JCPenney TREAD �� EXISTING HEIGHT: B: 5 STORY, 65 FEET �� EMBASSY CENTER 0'-0" - 3. THE OWNER AND DESIGNER ARE NOT RESPONSIBLE FOR ADDITIONAL COSTS ashingtonSquareQ CS COUNTERSUNK L.I. LANDSCAPE ISLAND TB TOWEL BAR 00'-00 XX XX :w"""'"omswv.nB - RENOVATION$ i I i INCURRED DUE TO DESIGN/BUILD CONTRACTOR'S ERROR AND OMISSIONS. CS.J CONSTRUCTION JOINT LKR LOCKER T+ g TOP AND BOTTOM _ \" " 9020 SW WASHINGTON CSMT CASEMENT LL LIVE LOAD TOC TOP OF CURB 4. ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE POWER, SIGNAL AND syca9cBq SQUARE RD. LIGHTING DESIGN AND PROVIDE CALCULATIONS IN CONFORMANCE WITH TIGARD, OR 97223 CT CERAMIC TILE LS LANDSCAPING TEL TELEPHONE SPOT ELEVATION FINISH HEIGHT&TYPE ACCESSIBILITY COMPLIANCE i STATE ELECTRICAL CODE, ENERGY CODE AND BUILDING CODE. CTR CENTER LT LIGHT TEMP TEMPERED _ THE FACILITY HAS BEEN SURVEYD AND THE FOLLOWING ELEMENTS HAVE BEEN LVR LOUVER T+ G TONGUE AND GROOVE - -- - ---- - ---- 5. ELECTRICAL DESIGN CONTRACTOR WILL REVIEW THE PROGRAM DRAWING CW COLD WATER FOUND TO BE IN COMPLIANCE WITH OSSC CHAPTER 11;AND ANSI 117. OFFICE COQ MAT'L MATERIAL THK THICK - I AND WILL MEET WITH THE TENANT TO FINALIZE THE EXACT POWER LOCATIONS Y DBL DOUBLE TO AND REQUIREMENTS FOR EQUIPMENT. DESIGN WILL PROVIDE FOR CODE DEMO DEMOLISH MAX MAXIMUM TJ TOOL JOINT 0'-0'� REQUIRED AND MAINTENANCE RECEPTACLES. DESIGN WILL INCLUDE FIRE 1. VAN-ACCESSIBLE PARKING. CITY OF TIGARD MB MACHINE BOLT TP TOP OF PAVEMENT ALARM SYSTEM IF REQUIRED, COORDINATED AND EXTENDED FROM BUILDING 2. ACCESSIBLE BUILDING ENTRANCE (CURB RAMPS). DEPT DEPARTMENT 3. ACCESSIBLE ROUTE WIHIN BUILDING (FLOORS, RAMPS, ELEVATORS). MEWED FOR CODE COMPLIANCE MC MINERAL CORE TPD TOILET PAPER DISPENSER FIRE ALARM SYSTEM. OUTLETS, PHONE AND DATA JACKS SHOWN ON DF DRINKING FOUNTAIN , 4. ACCESSIBLE RESTROOMS AND TOILET FIXTURES, DIA DIAMETER MOO MEDIUM DENSITY OVERLAY TPD(S) SURFACE MOUNTED START POINT TOP OF MARK ARCHITECTURAL PLANS (IF ANY)ARE MINIMUM REQUIRED AND MAY NOT 5. ACCESSIBLE TELEPHONES. Approved:�l] MECH MECHANICAL TOILET PAPER DISPENSER INCLUDE ADDITIONAL OUTLETS REQUIRED BY CODE OR FOR MAINTENANCE. 6. ACCESSIBLE DRINKING FOUNTAINS. OTC: [ ] 7. ACCESSIBLE (VISIBLE/AUDIBLE) FIRE ALARMS. DIM DIMENSION MED MEDIUM TS TUBE SECTION - 6. ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE HIS WORK WITH THE PeenIt#: DIAG DIAGONAL I DISP DISPENSER MFR MANUFACTURER TYP TYPICAL WORK ARCHITECT AND WITH THE HVAC AND FIRE SPRINKLER DESIGN/BUILD Address: 4r,1p w eu%„i a,n S j rA MEMB MEMBRANE TV TELEVISION CONTRACTORS. - �- DL DEAD LOAD GENERAL NOTES Suite#: Project#18-097 MEZZ MEZZANINE TOW TOP OF WALL EXTENT OF D.JT DEFLECTION JOINT - .� 7. ELECTRICAL DESIGN CONTRACTOR WILL MEET WITH THE TENANT TO By. �-I' Dater DMT DEMOUNTABLE MH MANHOLE UNFIN UNFINISHED DETERMINEAND/OR CONFIRM THE LOCATION OF ALL DATA AND THE SITE PLAN AND VICINITY MAP ARE FOR REFERENCE ONLY. ON DOWN MI MALEABLE IRON UR URINAL li COMMUNICATION CONNECTIONS REQUIRED AND INCLUDE CONDUIT TO 6" EXTENT OF WORK DATUM INDICATOR ABOVE FIN CLG. BOX AND PULL STRING IN THE REQUIRED LOCATIONS UNDER MIN MINIMUM U/CUT UNDER CUT DO DOOR OPENING THE T.I. CONTRACT. oy E MIR MIRROR U.N.O. UNLESS NOTED OTHERWISE --- - � DP DAMPROOFING � J . DUNN DR DOOR MISC MISCELLANEOUS VB VAPOR BARRIER 8. CONFIRM LIGHTING SWITCHING REQUIREMENTS WITH OWNER. \ o�\,e 9iiC1 o MO MASONRY OPENING VERT VERTICAL « DS DOWNSPOUT 9. CONSTRUCTION AND AS-BUILT DRAWINGS TO BE PROVIDED ON ELECTRONIC "' " a s. • • 3 MTD MOUNTED VEST VESTIBULE , DSP DRY STANDPIPE MEDIA, AUTOCAD RELEASE 14 OR LATER, TO THE ARCHITECT FOR THE \ \ Yi *' OREGON Q) MTL METAL VFY VERIFY - TRUE ?NEWGRID EXISTING OWNER'S RECORDS. 59 E DTL DDT ETAIL IN ILS MEDCAB MEDICAL CABINET W WEST NORTH ARROW GRIT GRID e : 0�F O� M MULL MULLION VG VERTICAL GRAIN NORTH E DLINE BUBBLE 10. ELECTRICAL DESIGN/BUILD CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY DWG DRAWING :°t;. {=`: ALL DEVICES, INCLUDING BUT NOT LIMITED TO: STROBES,ANNUNCIATERS AND <_ 0 DIAMETER OR ROUND N NORTH W. WIDTH �_- - r„ ,a JONATHAN DUNN, ARCHITECT I --- ------ NON - RATED EGRESS LIGHTING, REQUIRED BY ALL APPLICABLE CODES. POWER AND m E EAST NA NOT APPLICABLE W/ WITH _ _ 1-HOUR RATED LIGHTING DRAWINGS INCLUDED IN THIS DOCUMENT ARE FOR DESIGN g �In PERMIT SET 0) NAT NATURAL WC WATER CLOSET - PURPOSES ONLY.ANY DEVICE REQUIRED BY CODE OR BY BUILDING OFFICIAL 08.08.19 UI NIC NOT IN CONTRACT W.D. WINDOW DIMENSION 4-HOUR RATED NSDTAL°T INCLUDED IN ELECTRICAL LED AT THEELECTRICAL DESIGN(GN/BUILDERS BASE CONTRACTORS E PEIN SHALL BE I REV DESCRIPTION DATE �I E AGG EACH AGGREGATE NOM R# NOMINAL WF NUMBER WIDE pFLANGE _ 3-HOUR RATED °� x °AR°�'I EJ EXPANSION JOINT U NS NELSON STUD WG WIREGLASS PARTITION FIRE RATINGS EXIT SIGN w� .a EMBASSY CENTER EL ELEVATION > NTS NOT TO SCALE WH WATER HEATER - G ° �d E" ELEC ELECTRICAL ' MATERIALS � NIS NOT IN SHELL ISSUE WOW WINDOW ' l EMBASSY SUITES I I ELEV ELEVATOR / �I E OA OVERALL W/O WITHOUT LU EOS EDGE OF SLAB ��j,�,�,j,�� ACOUSTICAL WOOD / $ �w I { SNCL ENCLOSURE OBS OBSCURE WP WATERPROOF W J GRAVEL w ® ;_r- ----- �� ` ?s TILE MEMBER j ® -a s89.M57-E 51122 - ,.,...= =;S a OC ON CENTER WRB WEATHER RESISTANTBARRIER �/$�W e ENGR ENGINEER e e x�w,n SAYE ANNYOE9EG,xx,xG WoUV, OD OUTSIDE DIAMETER WRGB WATER RESISTANT GYPSUM ® ALUMINUM GYPSUM y it EP ELECTRICAL PANEL BOARD !yo =� _ ® ❑ m 6 s EQ EQUAL O.F. OWNER FURNISHED BOARD a t EQUIP EQUIPMENT O.F.C.I. OWNER FURNISHED- WW WATERSTOP BATT® INSULATION PLYWOOD nm ® w E CONTRACTOR INSTALLED WSCT WAINSCOT ES EACH SIDE OFF OFFICE WT WEIGHTaCTOR INSTALLED CMU OR BRICK RIGID SEPARATE TRADE PERMITS ry ah•A" w• e' L Y. :3 y 1 W EW EACH WAY OH OVERHEAD INSULATION 8 .4 n t l a < EDF ELECTRIC DRINKING WWF WELDED WIRE FABRIC HVAC 0 OPNG OPENING SOUND U ® _ FOUNTAIN -� INSULATION PLUMBRING L Q= . ass "0""Y"m KM °r OPP OPPOSITE CONCRETE a xc _ o u OR OWNER FURNISHED -INSTALLED n. s EXIST EXISTING g OS OUTSIDE EARTH STEEL FIRE SPRINKLER a EXP EXPANSION u EXT EXTERIOR FINISHED WOOD 3 t ® ® mg © ® a, GOOO o ro PAR PARALLEL oli a FA FIRE ALARM WOOD BLOCKING """ ® o °�Eom x�wew N88'21'33'W 580.99' iii I PC PRECAST ,� �. of $ ,wx.a vG,wxc.,MCEii 5 O N COVER SHEET o SITE PLAN - NTS WOODBLOCK ARCHITECTURE,INC. -- 827 SW 2ND AVENUE,SUITE 30D PORTLAND,ORI 97264 P 503.889.0604 El El El 02 VESTIBULE NORTH - 3 \ ❑ ❑ L� I V I I I 1 1 1 1 1 V I I I j V I I I OB Y ___- +66 B ----- ❑ ❑ 1/100 ----_ __ _ _ ❑ ..---- EXERCISE AREAE BIKE AREA DN LCj�-r1/100 1/100 10 -- A — ° S-1 1/300 lie ELEVATOR LOBBY WOMEll IDMENS 5 o 5 ( 31 - 32 HOWER 1 SHOWER 2 FEI UP 1/100 14 13 Fire Riser G tESTIBULE WEFE]R CORRIDOR B Directory loat ry DN B \ �4� 1/100 _ 1/100 �° ❑ ❑ ❑ ❑❑ UTILITY _ 24 I S-1 1/300 BR KARA � ❑� 2 EMBASSY CENTER FEI - RENOVATIONS B 9020 SW WASHINGTON 1/100 CONFERENCE SQUARE RD. TIGARD, OR 97223 D AB 1/100 LI S In ❑ - FE] ❑ ff , Project#18-097 I 1 LEVEL 1 EGRESS PLANFIRE EXTINGUISHER NOTES �ItC —- - - _ - OSSC 303.1.2 SMALL ASSEMBLY SPACES. The followingrooms and aces shall not be classified as Assembly occupancies:E SCALE 11/8"= 1'-0" p y p 1. LOCATE FIRE EXTINGUISHERS (SOIC AS DIRECTED BY FIRE MARSHALL. �� 3 1 . A room or space used for assembly purposes with an occupant load of less than 50 persons and accessory to another occupancy 2. FIRE MARSHALL SHALL DETERMINE SIZE AND TYPE OF EXTINGUISHERS �j J N DUNN o shall be classified as a Group B occupancy or as part of that occupancy. 3. IN GENERAL. PROVIDE: y3 2. A room or space used for assemby purposes that is less than 750 square feet in area and accessory to another occupancy shall be a. ONE 2A: 10 BC FIRE EXTINGUISHER PER 3,000 SF AREA WITHIN 75 0 3 classified as a Group B occupancy or as art of that occupancy. FOOT MAXIMUM TRAVEL DISTANCE P D OREGON ,� @) p P Y p p Y b. CLASS K FIRE EXTINGUISHER WITHIN 30 FEET OF COMMERCIAL 59 FOOD HEAT PROCESSING EQUIPMENT EPER THIS SECTION BOTH THE NEW BREAK AREA AND CONFERENCE ROOM ARE CLASSIFIED AS 'B' GROUP OCCUPANCY cNFPA 10 . PORTABLE ITH IRE EXTINGUISHERS DURING CONSTRUCTION WHERE OF low b REQUIRED BY 2012 IFC SECTION 3315.1 JONATHAN DUNN, ARCHITECT 12 EXIT TRAVEL SUMMARY EXIT SCHEDULE EGRESS WIDTH OCCUPANT LOADING EXIT ACCESS O$08.19 ET VI AREA DISTANCE I DESCRIPTION Mark Width ROOM NO. ROOM NAME AREA ROOM OCCUPANCY OCCUPANCY FACTOR 'OCCUPANT LOAD REV DESCRIPTION DATE EGRESS WIDTH REQ EXITS REQ � 'PATH A' 30'-6" Path of Travel - - - - FULLY SPRINKLERED TYPE B OCCUPANCY IN ACCORDANCE WITH �I EXIT WIDTH EXIT WIDTH -- SECTION 903.3.1.1 ALLOW TRAVEL DISTANCE OF 250'-0"TO EXIT ACCESS. 'PATH B' 1T-6" Path of Travel 01 72 f 1 CONFERENCE 580 SF B-BUSINESS 100 6 1.2 1 MAXIMUM TRAVEL DISTANCE FOR TENANT SPACE TO EXIT DISCHARGE IS 2 BREAK AREA 268 SF B-BUSINESS 100 U03 36 4 CORRIDOR 689 SF B-BUSINESS 100 7 - 1.4 1 EGRESS GENERAL NOTES 02 72 'PATH C' 62'-6" Path of Travel a 1/2" 1 314" 1 3/4" 1/2" 1/2" 1 3/4" 5/8" 3 VESTIBULE WEST 175 SF B-BUSINESS 100 2 0.4 E 5 ELEVATOR LOBBY 187 SF B-BUSINESS 100 2 0.4 Ly CAFE 24'-6" UNIT PATH TO EGRESS Grand total 180 1. A MINIMUM OF 1.0 FOOT-CANDLES SHALL BE MAINTAINED OVER THE --- y - ❑ 6 LOBBY 1010 SF B-BUSINESS 100 11 2.2 010 BIKE AREA 351 SF S1-STORAGE 300 2 0.4 1 ENTIRE EGRESS PATH. THE BUREAU INSPECTOR WILL METER THE CONFERENCE 43'-6" UNIT PATH TO EGRESS - LIGHT LEVELS PROVIDED BY THE INSTALLED SYSTEM. THE 11 EXERCISE AREA 334 SF B-BUSINESS 100 4 10.8 CONTRACTOR IS RESPONSIBLE FOR THE DESIGN INSTALLATION, oDOOR WIDTH DOOR WIDTH* 13 SHOWER 2 45 SF B-BUSINESS 100 1 0.2 REQUESTING INSPECTIONS, AND MAKING CORRECTIONS AS Y 14 SHOWER 1 60 SF B-BUSINESS 100 1 0.2 REQUIRED. 24 UTILITY 117 SF S1-STORAGE 300 1 0.2 2. ALL EMERGENCY LIGHTING, FIRE DETECTORS, COMMUNICATION 3814 SF 40 8.0 3 DEVICES AND ALL OTHER REQUIREMENTS TO CONFORM TO THE - - OREGON STATE BUILDING CODE AS AMENDED BY THE TIGARD MUNICIPAL CODE AND LIFE SAFETY CODES. 0 li 3. GENERAL CONTRACTOR SHALL COORDINATE WITH THE BUILDING OWNER WHEN CONNECTING TO EXISTING SPRINKLER AND ALARM SYSTEMS. w IL ASSEMBLY AREAS ACCESSORY TO MAIN BUILDING OCCUPANCY = 838SF EXISTING AREA B OCCUPANCY - 3818 SF 4. ACCESS CONTROL SYSTEM SHALL NEW WORK AREAS NO CHANGE a. NOT REQUIRE KEYS, TOOLS, OR SPECIAL KNOWLEDGE TO GOUJ N OVERALL SF 84,308 GROSS NEW OCCUPANTS - NO INCREASE IN OCCUPANTS OPERATE DOORS OR LOCKS WHEN TRAVELING IN THE ASSEMBLY SF 838SF / OVERALL SF 84,308 = 1% < 10% THUS OK DIRECTION OF EGRESS; U rn b. ALLOW NORMAL AND EMERGENCY EGRESS THROUGH DOORS o AT ALL TIMES; EGRESS PLAN o w c. ALLOW DOORS REQUIRED TO HAVE FIRE RATINGS TO LATCH 00 00 AT ALL TIMES. 24" CLEAR AT ■ PULL SIDE MIN EXTERIOR DOORS 36"MIN. i18" CLEAR AT MIN. INTERIOR DOORS Z Z O O WOODBLOCK ARCHITECTURE,INC. m 827 SW 2ND AVENUE,SUITE 300 PORTLAND,OR 1 97204 1 P 503.889.0604 PULL SIDE PULL SIDE PUSH SIDE PUSH SIDE 12" 8"MIN.IF DOOR 48"MIN.IF DOOR i22"MIN. HAS BOTH A LATCH HAS BOTH A 24" PUSH SIDE IN' ANDACLOSER CLOSER 12" IF LATCH AND MIN. HINGE PROVIDED FRONT APPROACH APPROACH �� LATCH APPROACH 1 I LEVEL MANUEVERING CLEARANCE AT DOOR SCALE 11/4"= T-0" - - DOOR 48"MIN. WIDTH CLEAR, PUL IDE8„ MI PUS>�IDE X z Z Z 24"MIN.BEYOND THE STRIKE EDGE CD g 't OF A GATE OR DOOR ON THE SIDE TOWARD WHICH IT SWINGS DOORS IN SERIES RS AT ADJACENT WALLS oo ao A ° DOOR DOOR WIDTH 48"MIN. WIDTH X=12" IF DOOR HAS w BOTH A CLOSER AND cl) LATCH (B) FRONT APPROACH 0 (A)FRONT APPROACL!.I...NGING SLIDING AND FOLDING L) DOORSDOORS 3 z PULL SIDE x PUSH SIDE X= 54" MIN 54" MIN 60"MIN. BOTH DOORS OPEN OUTD DOORS AT OPPOSITE WALLS r Z U 04 RAMP LANDING AT DOORWAY VESTIBULES r - - 6 7 .,. ,. ... .:..,, ;,: ;,,. ;;.>. ;._ ;. ::. -•,:: .:.; SCALE 1/4„_ 1'_0" SCALE 1 1/4.._ 1,_0.. I MANEUVERING 32° MIN CLEARANCES AT 14'-51/2" 6-0"TURNING DIA ORS LEAR, TY IIR -- 32"MINIMUM CLEAR OPENING 32 MIN Do X=36"MIN. IF I Y=60"X=42" 5-0' °P -, I MIN Y=48" MIN. IF DOOR HAS 32"MIN. 32"MIN. O ACECAESSIBDE FOR BOTH A CLOSER AND z (C) HINGE SIDE APPROACH -SWINGING DOORS LATCH (D) HINGE SIDE APPROACH- COMPARTMENTS SLIDING AND FOLDING DOORS ----------------- -- ' � EMBASSYCENTER �y ________, PULL SIDE PUSH SIDE ® ,-' 16"MIN. co RENOVATIONSE 18"MAX. 4" MI 16"MIN 2,$„ 9020 SW WASHINGTON 24" MIN 24 MIN o SPACE AT TOILEAR SQUARE RD. "`1lll�� SPACEATTOILT IGAR R 97223 ! 36"MIN. 48"OR 36"MIN. 30 x48"MIN CLEAR * SPACE AT LAVATORY j Z Z GREATER R CHANGE IN LEVEL A HINGED DOOR B SLIDING DOOR ♦•� N N 4• so, °Tl1RN SC LF 1"_1'0" SCALE: FULL SIZE 1w �� 32"MIN. 32"MIN. 1 36"GRAB — 7 ---- ? 2 1-1 5-0" 42 GRAB BAR Y=54" MIN. IF DOOR X=12" IF DOOR HAS HAS A CLOSER BOTH A CLOSER AND ao 1 a ------ - Q NOTE: LATCH v °' O FOR LOCATION AND (E)LATCH SIDE APPROACH-SWINGING DOORS (F) LATCH SIDE APPROACH- MOUNTING HEIGHTS % OF ACCESSORIES SEE Project#18-097 SLIDING AND FOLDING TYPICAL MOUNTING NOTE:ALL DOORS IN ALCOVES DOORS SHALL COMPLY WITH THE 42"MIN. 42"MIN. HEIGHTS TAILA4�WNG CLEARANCES FOR FRONTC FOLDING DOOR MAXIMUM DOORWAY DEPTH APPROACHES LESS THAN 48" CHANGE IN LEVEL D TURNS AROUND AN OBSTRUCTION D SCALE: FULL SIZE J DUNN o v 3 A DOOR ACCESS CLEARANCE 11 CLEAR DOORWAY DIMENSIONS 1 n TYPICAL ACCESSIBLE CLEARANCES • 7 SCALE 11/4"= T-0" 1 0 ACCESS ROUTE REQUIRED SCALE 11/4"= 1'-0" L SCALE 11/4"= T-0" OREGON 59 E SCALE 11/4"= T-O" O)ls OF al JONATHAN DUNN,ARCHITECT PERMIT SET CD 08.08.19 U pl 15"MIN REV DESCRIPTION DATE UI EDGE OF 39"-41"CENTER NOTE: SINK TO 1-1/2"CLEAR BETWEEN GRAB CL OF COAT HOOK N BAR AND WALL-SEE DETAIL �/ DISPENSER 7 GRAB BARS —AUTO-FLUSH OI/ WHERE NOTED 12" 42" oa E 1-1/4"TO I -� 6" 36"MIN w 1-1/2"DIA - x 4) NOMINAL " w w o m z 0 x x w _ x JQ J O O a LID IN Y o Z 8" Z m o a LU w z LU co z OPEN W 07 v"� x N o w z S2 a0 w v o o v8o 4 � 3> „ o a o (L o w � o Ln TAMPON a o y w N p ' d DISPOSAL o m ° o v too p w BACKING AT GWB,FRP, F- � OR TILE ---- 42" v L) A 18"MIN TO OUTLET WALL-MOUNTED INSULATE EXPOSED 1'S" 18 TO 18 BOTTOM OF MIRROR I ULATE EXPOSED AIR DISPENSER J 48"MAX TO OUTLET PIPES AND HOT AND MIN REFLECTIVE PIPES AND HOTAND DRYER ! m FLOOR-MOUNTED 2 FACE OF WHERE SHOWN COLD SUPPLY LINES SURFACE COLD WATER SUPPLY a WALL LINES w Lp co m GRAB BAR TYPICAL ACCESSIBLE MOUNTING HEIGHTS AND CLEARANCES G004 0 N 13I SCALE 1 6"= V-0" 14 SCALE 13/8"= 1'-D" ACCESSIBILITY g O m 3 ■ WOODBLOCK ARCHITECTURE,INC. GENERAL NOTES 827 SW 2ND AVENUE,SUITE1 P 300 PORTLAND,ORI 97204 I P 503.889.0604 1. ALL MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL DOCUMENTS VESTIBULE THAT ARE NECESSARY FOR CONSTRUCTION PERMIT. NORTH 2. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO 30 CONSTRUCTION. CONFLICTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO CONSTRUCTION. 3. CONTRACTOR TO PROVIDE 16 GUAGE METAL BACKING WITHIN PARTITIONS TO PROVIDE SUPPORT AT ALL AREAS INDICATING WALL- HUNG MILLWORK, FIXTURES, RAILING OR OTHER WALL-MOUNTED ELEMENTS. 4. PROTECT ALL EXISTING FINISHES AND ELEMENTS FROM DAMAGE AND DUST DURING CONSTRUCTION.ANY DAMAGE IS TO BE - REPAIRED AND RESTORED TO EXISTING CONDITION TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. fk 37 NI5. REPAIR WALLS TO MATCH EXISTING AT LOCATIONS AFFECTED BY PREVIOUS AND/OR NEW CONSTRUCTION. WHERE EXISTING ITEMS AND FINISHES ARE REMOVED OR PREVIOUSLY DEMOLISHED, PATCH AND PREPARE ALL EXPOSED SURFACES TO RECEIVE SCHEDULED L I FINISH. I 6. WIRING AND TERMINALS FOR DATA AND TELEPHONE TO BE PROVIDED BY OTHERS. ------ 7. ALL FLOOR FINISHES TO BE INSTALLED IN ACCORDANCE WITH - - ---- MANUFACTURER RECOMMENDATIONS FOR INSTALLATION. r/N --" 8. WHEN NEW WORK ABUTS OR FINISHES FLUSH WITH EXISTING IL V WORK, MAKE A SMOOTH TRANSITION. WORK SHALL MATCH ADJACENT EXISTING WORK IN TEXTURE AND FINISH. CUT EXISTING NIC __ __ __ FINISHES TO BE REMOVED WITH METHODS TO TERMINATE SURFACES IN A STRAIGHT, NEAT LINE AT A NATURAL POINT OF MEN ' jDIVISION. WHERE THIS WORK RESULTS IN PORTIONS OF WALLS OR ® ON OTHER SURFACES WITH DISSIMILAR PAINT, PAINT ENTIRE WALL TO LL EXERCISE AREA -- DN TERMINATION OF WALL, U.N.O. BIK 9. REMOVE ALL OLD HARDWARE SUCH AS SIGNS, SCREWS&NAILS FROM WALLS. FILL ALL VOIDS IN WALL SURFACES WHERE o EQUIPMENT/UTILITIES HAVE BEEN REMOVED. PATCH AND PREPARE —_-_ AREAS FOR NEW SCHEDULED FINISHES. 10. ELECTRICAL AND DATA OUTLETS TO BE INSTALLED AT 18"A.F.F. EXISTING RESTROOMS ❑ U.N.O. ELEVATOR 11. ALL COVER PLATES (SWITCHES, DATA OUTLETS AND ELECTRICAL LOBBY NIC OUTLETS) SHALL MATCH EXISTING. GANG ALL SWITCHES UNDER ONE COVER PLATE WHERE POSSIBLE. 5 I 12. VERIFY THAT ALL EXISTING OUTLETS TO REMAIN ARE WORKING U Fire Rise ® PROPERLY. - NIC___ ® 13. REMOVE EXISTING BASE, PATCH/REPAIR FOR NEW WORK. - ----- 14. ALL NEW OR EXISTING WALLS TO RECEIVE LEVEL 4 FINISH. - -- - - - 15. WHERE DOOR IS LOCATED IN THE CORNER OF A ROOM AND NO ESTIBULE WEST LI' DIMENSION IS PROVIDED, LOCATE 4" FROM PERPENDICULAR WALL. DN 3 -- _ 16. WHERE EXISTING LIGHTS HAVE BEEN REMOVED AND CEILING GRID -- --- - -- - IS TO REMAIN, PATCH/REPAIR GRID AND PROVIDE NEW TILE TO o MATCH EXISTING ADJACENT. 17. CONTRACTOR TO VERIFY FURNITURE RELATED ELECTRICAL UTILITY LOCATIONS AND REQUIREMENTS WITH FURNITURE VENDOR. i 24 EMBASSY ER RENOVATIONS ONS 9020 SW WASHINGTON SQUARE RD. TIGARD, OR 97223 B EA R AREA PLAN LEGEND mmmm NEW WALL NICNEW STOREFRONT EXISTING WALL TO REMAIN = EXISTING WALL TO BE DEMOLISHED NEW DOOR \� Project#18--00977 EXISTING DOOR TO REMAIN �t�� r1�� E 8 El J DUNN o -AEXISTING DOOR TO BE DEMOLISHED e OREGON 59 EI AREAS NOT IN SCOPE Cb OF 5 0 5 10 15 20 04 NEW FLOOR PLAN - OVERALLva^= 11-01, JONATHAN DUNN,ARCHITECT 21 SCALE 11/8"= 1'-0" PERMIT SET SCALE FEET m 08.08.19 UI REV DESCRIPTION DATE O U �I c W U a N N N a E W N C N E 9 Ca as >n U w X a r a w CD 00 A100Im Im 00 fV C> FLOOR PLAN - WORK o AREAS 3 A WOODBLOCK ARCHITECTURE,INC. 827 SW 2ND AVENUE,SURE 300 GENERAL DEMOLITION NOTES PORTLAND,OR 97204 I P 503.889.0604 1. PROTECT ALL EXISTING FINISHES AND ELEMENTS FROM DAMAGE AND DUST DURING CONSTRUCTION.ANY DAMAGE IS TO BE REPAIRED AND RESTORED TO EXISTING CONDITION TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. ❑ ❑ ❑ ❑ 2. JOB SITE TO BE BROOM SWEPT AT THE END OF EACH DAY TO ENSURE A CLEAN WORKSPACE. 3. COORDINATE LOBBY CLOSURE TIMING WITH BUILDING OWNERS. WORK SHALL NOT BLOCK EGRESS ROUTES DURING REGULAR WORKING HOURS. 4. GC TO PROVIDE TEMPORARY PARTITIONS AT ALL PUBLIC WORK AREAS. 106 LOWER TREADS TO BE REVISED- SEE A303 UPj j II I N N NO WORK I 103 I III - - — — SUITE 1 112 F — — II I 116 I_ AI — — �------ ------� — — 101 �❑ r� �❑ 115 ❑ D ,NO WORK - � 103 DN I II II ,o I 1 I I ! I F— —1 II II I I NO WORK RAMP / L J I 103 103 N - 101 (UTILITY EMBASSY CENTER 113 =J 9020 W WASHINGTON ON 104 SQUARE RD. S ITE 150 Orrllu SUITE 14 TIGARD, OR 97223 101 c 108 113 NO WORK / 107 REMOVE (E)GLAZING AND PREPARE FOR NEW GLAZING ———�— \ -u ❑ I I 105 Project#18-097 I I i I OY ASF TT_ a I J DUNN 0 1 � OREGON , Y 01 `� E 0) 101 REMOVE (E) GLAZING OF o AND PREPARE FOR NI NEW GLAZING I DEMOLITION 5 0 5 10 15 20 JONATHAN DUNN,ARCHITECT PERMIT SET 1/8"= 1'-0" 08.08.19 '15 I SCALE 11/8"= 1'-0" SCALE FEET KEYNOTES - DEMOLITION REV DESCRIPTION DATE 0 U �I 101 DEMOLISH&REMOVE(E)WALLS v 102 REPAIR(E)ACT SYSTEM AS NECESSARY n, y � 103 DEMOLISH&REMOVE(E)FLOOR FINISH E 104 REMOVE(E)DOOR AND PREPARE FOR NEW WORK U 105 REMOVE(E)WINDOW 106 DEMOLISH(E)CARPET AT LOBBY STAIR E 107 (E)UTILITIES TO REMAIN o 108 (E)WATER RISER TO REMAIN Y 109 REPLACE(E)CARPET WITH BROADLOOM TO MATCH NEW AT LOBBY STAIR 111 (E)FLOORING TO REMAIN-PATCH AS NECESSARY m 112 REMOVE(E)WOOD PANELS AT BALCONY 113 (E)WALL TO REMAIN 115 DEMOLISH PORTION OF PLANTER, SALVAGE MARBLE FINISH MATERIAL FOR REINSTALLATION. v 116 DEMO(E)CONCRETE STAIR AND PREPARE FOR NEW WORK o_ v A101 0 DEMOLITION m 3 0 ■ WOODBLOCK ARCHITECTURE,INC. 1 2 3 4 5 6 7 8 9 10 11 827 SW 2ND AVENUE,SURE 300 178'-0" PORTLAND,OR 197204 I P 503.889.0604 2'-4" 11'- 10" 19'-10" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 10'-8" 11'-0" 2'-4" 10 11'-0" 3'-0 L, 64'-8 19/32" 10'-67/8' 3'-8 17/3 72'-0" 13'_0" 1 . 2.5 J.2 J.3 , 9.9 VESTIBULE NORTH K – – I – El ❑I – – ❑I – – K C-4 1 _ c A303 — — 0 60 7L 0 �Li V i 'v J _ o I UE o I LD'BBY J I I I I I — — • bo I I I I I I I ti eo --�- — — — — — — — — - - - - - - - -- - - – I G "v D DN co `v W - - ___ _ -• - - - fl T1F [Eva F – – F__ – m F i,EVAT01WOME MENS - — - — - — _ - - - - — - - — - — - - - — - - - - - - - - FE LOBBY 31 32 r 5. CD A302 0 I IU I io — Fire Riser _ ---- -' �. �� OD OD flfltEMBASSY CENTER FIE I E — NEW CARPET--SEE A104 FOR EXTENTS — — — — — — — DN v - RENOVATIONS 9020 SW WASHINGTON - - SQUARE RD. — — - - UTIL(N TIGARD, OR 97223 2a LL co 00 ! S I I (� to – – – – – – – N NFERIN C c U. I 1 - Project#18-097 r` 5 N'vI I I I I I I I I ICD co S4Nx � $ CID B J N . Dl NN v P D OREGON CD 59 oN � OF0��0 NI JONATHAN DUNN, ARCHITECT PERMIT SET fV m 06.08.19 UI REV DESCRIPTION DATE PLAN LEGEND U NEW WALL a E °-0 NEW STOREFRONT w EXISTING WALL TO REMAIN m E EXISTING WALL TO BE DEMOLISHED 9 T-0" 10'-0" 1'- 11 15/16" 8'-0" 2'-'011'16" 8'-0" NEW DOOR VIF oor VIF VIF VIF VIF VIF 143'-0" ill-0111'-0" 13'-0„ U \�\ EXISTING DOOR TO REMAIN w 5 0 5 10 15 20 EXISTING DOOR TO BE DEMOLISHED01 12 A2 0 co 1/8"= 1'_0" - ANi SCALE FEET � J AREAS NOT IN SCOPE FLOOR PLAN g 0 ■ 1 2 8 9 10 11 8'- 10 1/2" WOODBLOCKARCHH - - - --- - - - - - H 627 SW 2ND AVENUE, f�rERSSIX) 101/2" -� PORTLAND,ORI 97204 ! P503,889,0604 N o CD (E)EXIT SIGN , - _• ; Ir I L — : 8'-101%2",' 1'- 101/2" -- -- -- -7 - ---- ---- - -- ----- - - - - - - - - - - - - -----1 - - ---------- _ - - N 9'- 10 1/2" 0'-0"AFF � I 8'- 10 1/2" F . OPENTO EXHAUST FAN -DELTA 8'-0"AFF I I I STRUCTURE BREEZESMART OR EQ. ; ,r 8'-0"AFF OTS - 91.0„C b _ ; • 4 1/2" i 0. : • . 5 _4 ' o I p I LL iv U) w I '� � - PROJECTION Ih n I SCREEN AT CEILING: m I DALITE CONTOUR ELECTROL 5X80 OR 2'x4'ACT CEILING O EQ. -OFCI I THROUGHOUT EXERCISE NEW GYP SOFFIT to NEW CAN LIGHT-TYP MOUNT TO STRUCT. NEW WRGB CEILING IN ° JZ EXHAUST FAN - AND BIKE- AT COUNTER I'i ABOVE WET AREAS-TYP DELTA BREEZESMART `, BLDG STD BLDG STD AREA h 10'-0"AFF YYY OR EQ. Y 1'- 8" LIGHTS 0 8 10 10'-0"AFFTYP- -2'- 1 1 � NEW RECESSED 2'-0"SOFFIT I Ile5'-6" CAN LIGHTS TYP- BLDG STD NEW PENDANT - - - PROJECTOR: LIGHTING - OFCI BASIS OF I BASIS OF DESIGN DESIGN- I DRAPER BIKE AND SHOWER AREA RCP ANGLEPOISE r iv ORBITER- 2 II-- TYP - I;� I HANG FROM SCALE 11/4"= 1'-0" CENTER ON (E) I I ( STRUCT.ABOVE GLAZING UNITS z " _ MEDIA SCREEN: J OFCI \ PROVIDE POWER I,B• 1 j - '� g'_p" AND DATA TO 5 J.2 6 J.3 THIS AREA FOR LI 1'-9 1/2"SOFFIT I ' MEDIA SCREEN � rr PROVIDE CONDUIT AND J BOX FOR FUTURE EGRESS LIGHT F PROVIDE POWER I AND DATA TO 2'x4'ACT CEILING -TYP THIS AREA FOR r= BUILDING STANDARD ----- - PROJECTOR MBASSY ERENOVATIONS ER - - - - - J - 2'-6" —7 -21/16" T-53/16" 9020 SW WASHINGTON I A 1 - - - - - - SQUARE RD. TIGARD, OR 97223 i PROVIDE CONDUIT AND J BOX FOR FUTURE EGRESS LIGHT — ° 1 90 CH CAFE AND CONFERENCE RCP SCALE 11/4'_ 1'-0" _-; -- Project#18-097 (E) EXISTING RECESSED LIGHTS TO REMAIN �Op 3 J DUNN o 3 GENERAL RCP NOTES ° P OREGON ' _ �L E 1. REPAIR AND REPLACE (E)ACT PANELS AS NEEDED. H Q rnl - NEW GYP CEILING AT BOTTOM OF i OF Ol 0 2. JOB SITE TO BE BROOM SWEPT AT THE END OF EACH DAY TO j BALCONY BOX-OUTS CN ENSURE A CLEAN WORKSPACE. ° ALIGN TO EXISTING CONSTRUCTION JONATHAN DUNN,ARCHITECT PERMIT SET 3. LIGHTING AND ELECTRICAL DEVICES ARE DESIGN INTENT ONLY. 08.08.19 U FINAL LOCATION AND NUMBER OF FIXTURES AND SWITCHES TO BE REV DESCRIPTION DATE pl VERIFIED WITH OWNER. v w I 4. ALL A/V EQUIPMENT TO BE OWNER FURNISHED CONTRACTOR ❑ ❑ --_-- �(.�� U INSTALLED(OFCI). y 5. ZONE LIGHT CIRCUITS TO ALLOW FOR MEDIA DISPLAY. m i E LLIC N E U ca II I O) V1 U w tt N - � A202 'LEVEL 1 - LOBBY RCP 9 3 REFLECTED CEILING o SCALE 11/4"= 1'-0" —___-__--_- PLANS 03 e 201A SCOPE NOTES - CAFE AND CONFERENCE: KEYNOTES - CAFE / CONFERENCE 202 203 1. PROVIDE NEW DOORS AT CAFE AND CONFERENCE AREAS PER PLANS AND SCHEDULES 2. NEW EXTERIOR DOORS AT CAFE AND CONFERENCE TO BE PERMANENTLY LOCKED 201A CARPET TILE-INTERFACE,25cm x 1m-FIELD: PLAIN STITCH-VISUAL CODE#139250AK00/IRON PLAIN#105916 T-2" UNTIL PATIOS ARE COMPLETE NEXT RENOVATION PHASE. 3. REMOVE ALL ACT AT NEW AREAS AND PROVIDE 10'GWB CEILING WITH CAN LIGHTS 201 B CARPET TILE-INTERFACE,25cm x 1 m-ACCENT COLOR#1: ON LINE#13870OAKOO/GRASS#105264 _ VESTIBULE W EST - -- VIF - U.N.O. 201C CARPET TILE-INTERFACE,25cm x 1 m-ACCENT COLOR#2: ON LINE#13870OAKOO/FOREST#103796 4. PROVIDE SINK, COUNTER.AND CASEWORK AT BREAKROOM 202 FLOOR TILE-UNITED TILE 18"x 30"-EDIMAX SANDS SERIES-COLOR: GREY-EXSA-4M76 3 Z 5. PROVIDE POWER AND DATA TO HIGH BAR AREA AND CONFERENCE ROOM 203 (E)WOOD BASE TO REMAIN 6. PROVIDE LEVEL 4 FINISH AT ALL WALLS 204 CASEWORK AT SELF-SERVICE COFFEE BAR. 827 SW 2ND AVENUE, SUITE INC. 175 SFJ,_ 7. ASSUME 6' METAL STUD WALLS AT ALL PLUMBING LOCATIONS 827 SW 2ND AVENUE,SUITE 300 223 8. ALL NEW CASEWORK TO MATCH BUILDING STANDARDS 206 STAINLESS STEEL UNDERMOUNT SINK AT COUNTER-HANSGROHE 5719-U450 OR EQ. PORTLAND,OR 1 97204 1 P 503.889.0604 207 BAR AREA-WOOD SLAB-SPECIES, SIZE AND FINISH TBD-OFCI m a z 208 BAR STOOL-NATIONAL RIZORA BAR STOOL-SEE FURNITURE SCHEDULE-OFCI m OLL 209 CLEAR GLAZING UNITS TO REPLACE REFLECTIVE-MATCH BLDG STANDARDS(CRL OR EQ.) ¢ 210 EXTERIOR GLASS DOORS AND SIDELITES-MATCH BUILDING STANDARDS(CRL OR EQ.) A 211 INTERIOR GLASS DOORS-MATCH BUILDING STANDARDS(CRL OR EQ.) 8'-7 1/4" I 212 CREDENZA-MYLES BY GUS MODERN-72"L x 18"W x 25"H-OFCI IF i 07 213 FLAT SCREEN,WALL-MOUNT-TBD-OFCI 215 CONFERENCE TABLES-BERNHARDT YUNO TABLE-OFCI I EQ EQ UTILITY 219 BEVERAGE COOLER-EDGESTAR-CLEAR DOOR-CBR1501 -OFCI 1A 220 SCHLUTER SCHIENE TRANSITION-ALUM. 1 1A 24 WALL TYPES 221 DISHWASHER-ELECTROLUX E1241D50QS-24"WIDE-BUILT-IN-STAINLESS-OFCI 223 FULL HEIGHT CABINET WITH ADJUSTABLE SHELVES 61-0.1 225 FAUCET-HANSGROHE TALIS LOOP-FINISH TBD _ 0 A401 I z 35OS125-18 MTL 1 112" 226 PROJECTION SCREEN-CEILING MOUNTED-SEE RCP A202-OFCI 211 I _J STUD GLASS 227 BROADLOOM CARPET AT STAIR AND ELEVATOR LOBBY INSET-SEE FINISH SCHEDULE 201A a PARTITION 228 CONFERENCE CHAIR-OFS FLEXXY MID-BACK-OFCI 9I rilI SOUND BLANKETS 229 STACKING CHAIR-HIGHTOWER FOUR CAST'2-OFCI - — - 5/8"GWB @ I 221 I EA SIDE 209 225 -- - -- 108 COUNTERTOPS: 206 WALL TYPE 1 WALL TYPE 1A WALL TYPE 1 B 208 13 INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION SINK AREA-PENTAL QUARTZ 3cm: COLOR"SEASHELL", POLISHED A802 W/ INSUL. BAR AREA-WOOD SLAB-SPECIES, SIZE AND FINISH TBD o LL r, > -- 5/8"GWB @ 5/8" GWB @ 7 204 O a00 EA SIDE ONE SIDE 2016 226 1A " aSTUD25-18 MTL <;ol 5 -------- I Y19 201C FOF SOUND SOUND BLANKETS BLANKETS rLiL-- ----- ---------- -J►LIGN---------------J 207 WALL TYPE 2 WALL TYPE 2A WALL TYPE 2B INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION W/ INSUL. Nh 202 WALL TYPE E1 EXISITING EXTERIOR WALL 7 29 I 2 8502 BR AK AREA 2 3 212 3 268 SF 8 A502 CARPET o LL INTERFACE - 25CM x 1 M CARPET TILE > NCE CPT-1 N FIELD. 15 PLAIN STITCH COLLECTION: VISUAL CODE 2 STYLE: #139250AK00 COLOR: 105916 IRON PLAIN 4YA401 220 J EMBASSY CENTER ° - RENOVATIONS 9020 SW WASHINGTON 13 CPT-2 SQUARE RD, TIGARD, OR 97223 ON LINE PRODUCT #13870OAK00 210 COLOR: 105264 GRASS 4 02 CPT-3 ON LINE PRODUCT #13870OAK00 ELEVATOR " COLOR: 103796 FOREST LOBBY 202 Project#18-097 CPT-4 187SF ^Q�nC� 61-0" BROADLOOM CARPET AT STAIR: 227 INTERFACE - 2m ti E PLAIN STITCH / IRON PLAIN 105916 8 10'-0" ? J N . DUNN 00 o VIF • • LL o, > A402, 5 PREGONO� 59 El OF Og Nl TILE : -. - JONATHAN DUNN, ARCHITECT PERMIT SET 08.08.19 U1 FLOOR TILE - _ .. - REV DESCRIPTION DATE Ul y FT-1 los UNITED TILE EDIMAX - SANDS SERIES 8 COLOR: "GREY" - EXSA-4M76 E 18"x30" RUNNING BOND U 215 FIELD NATURAL 210 - E 0 5/32" 5'- 1127/32" .� 05 m P 81_01. vIF VIF LOBBY WALL TREATMENT WT-1 111 w "POTESTIO TILE - 6"X6" STYLE / COLOR / PATTERN TBD N 209 _ N BREAK AREA BACKSPLASH WT-2 "POT ESTIO TILE 6"X6" A301 U 9 cli CAFE AND CONFERENCE STYLE / COLOR / PATTERN TBD ENTRY & ELEVATOR LOBBYENLARGED PLANS o co SCALE 11/2"= 1'-0" SCALE 11/2"= 1'4" - -- - I ■ 32' -6„ 1 405 13 I WOODBLOCK ARCHITECTURE,SUITE 3,INC. 877 SW 2ND AVENUE,SUITE 300 PORTLAND,OR 97204 1 P 503.889.0804 i 1 3 2'-211/16" 409 408 - 4167 16 408 N -v 1 i o io V-21/4" rn 1 _ _ _ _ - E E _ 03 ALIGN 428 40lAk 8 21'-0" ALIGN 81- 101, X-31 81-11" 01 7A403 5 05 12 -- 4 2 ER ISE EA 413 BIKE AREA 3 1 ATE HEA R Aso2 1 3 11 412? g A403 1 405 A802 2 418 402 A802 405 - 334 SF 351 SF 2 61 SF I 1 az7 10 410 - I o2 11 Z-11 3/8" 09 429 1 (� 1B II -- 3 -3" z 13 1 403 1 — 1 60 SF 1 1 4 SF o / 12 \,1'-3 21/32' 14CD 407 2'-11 1/4" °f U fO 1 l<A403 9 �CUR iv CLR 2 o r r l it 10 0 4' 23/4" 1 zB a ¢_ � I O O 1 429 406 411 411 415 21'- 1" 1V-87/8" T-41/2" 1 4'-4" 15'-75/8" 22'-8" 01 BIKE AND SHOWER AREA SCALE 1 1/2"= 1'-0" EMBASSY CENTER - RENOVATIONS 9020 SW WASHINGTON PLUMBING FACILITIES - ADDED TO (E) L KEYNOTES - BIKE , LOCKER AND SHOWER CARPET TILE : WALL TYPES SQUARE RD. ---.-.----- - -- - TIGARD, OR 97223 DRINKING SERVICE SHOWERS OCCUPANCY OCCUPANTS WATER CLOSET LAVATORIES INTERFACE 25CM x 1M CARPET TILE FLOOR TILE FOUNTAINS SINK FO1 CARPET TILE - INTERFACE, 25cm x 1m-FIELD: PLAIN STITCH-VISUAL CODE#13925OAK00I IRON PLAIN#105916 LOORTIL - UNITED TILE 18"x 30"-EDIMAX SANDS SERIES-COLOR:GREY-EXSA-4M76 3505125-18 MTL 1 1/2" B-BUSINESS NO CHANGE 1 1 NA 1 2 — CPT-1 FT-1 �- STUD GLASS 4"COVE RUBBER BASE-FLEXCOWF-COLOR TBD FIELD: UNITED TILE- PARTITION TOTAL REQUIRED NONE NONE NONE 0 0 1405 SCHLUTERSCHIENETRANSITION-ALUM. PLAIN STITCH EDIMAX - SANDS SERIES 406 VANITY SINK-KOHLER-SOHO K-20840 WHITE SOUND BLANKETS 407 BIKE RACK-DEROULTRA SPACE SAVER SQUARED-FINISH TBD COLLECTION: VISUAL CODE COLOR: "GREY" - EXSA-4M76 TOTAL PROVIDED 1 GENDER NEUTRAL 1 GENDER NEUTRAL 1 1 1 408 2 TIER LOCKERS - PROBEBOX 12"x72"OR EQ.-ANCHOR PER MFR RECOMMENDATIONS STYLE: #139250AK00 18"X30" RUNNING BOND 5/8"GWB @ 409 1 TIER ACCESSIBLE LOCKER-PROBEBOX 24"x72"OR EQ.-ANCHOR PER MFR RECOMMENDATION COLOR: 105916 IRON PLAIN FIELD NATURAL EA SIDE 410 DRINKING FOUNTAIN - OASIS AQUAPOINTE-BOTTLE FILLER-MCRSBF 411 ADA TRANSFER SHOWER-BARRIER FREE TRANSFER ONE PIECE OR EQ. 412 EQUIPMENT- ELLIPTICAL-SOLE E55 OR EQ.-OFCI ff 413 EQUIPMENT-TREADMILL-SOLE F63 OR EQ. WALL TYPE 1 WALL TYPE 1A WALL TYPE 1 B INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION Project#18-097 415 WALL MOUNTED SHOWER SEAT-ANZZIGOREME-AC-AZ205-OR EQ. CPT-2 W/ INSUL 416 WOOD BENCH-LOVE TEAK-SPA BENCH 5911 x 18"D x 18"H-OFCI ON LINE �„QF,D 418 WATER HEATER- 100 GAL.-AO SMITH BT-100 OR EQ.-PROVIDE DRAIN PAN PRODUCT #138700AK00 "'— "�C' 419 6"COVE BASE-SEE FINISH SCHEDULE 5/8"GWB @ 5/8"GWB @ 421 GRAB BARS 36"L, 18"L&42"L-BOBRICK-B-5806 SERIES-STAINLESS STEEL E - COLOR: 105264 GRASS EA SIDE ONE SIDE 8 LOBBY WALL TREATMENT WT-1 J DUNN 1� 427 AREA SEPARATION WALL-FROSTED GLASS-RAUMPLUS PANEL "POTESTIO TILE - 6"X6" 600S125-18 MTL az6 (E)COLUMNTOREMAIN STYLE / COLOR / PATTERN TBD STUD 429 WALL HOOKS AT SHOWER ROOM-OFCI \\X OREGON 430 NEW PAINT AT ALL WALLS IN NEW WORK AREAS-SHERWINWILLIAMS-COLOR TBD BREAK AREA BACKSPLASH WT-2 SOUND SOUND 59 431 12"X 24"WALL TILE-STACK BOND-SEE FINISH SCHEDULE CPT-3 BLANKETS BLANKETS rn1 ON LINE "POTESTIO TILE - 6"X6" OF N PRODUCT #13870OAK00 STYLE / COLOR / PATTERN TBD JONATHAN DUNN,ARCHITECT COLOR: 103796 FOREST WALL TYPE 2 WALL TYPE 2A WALL TYPE 2B PERMIT SET c INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION 08.08.19 W/INSUL. REV DESCRIPTION DATE CPT-4 WALL TYPE El BROADLOOM CARPET AT STAIR: EXISITING EXTERIOR WALL U INTERFACE - 2m H PLAIN STITCH / IRON PLAIN 105916 N E W c m E SCOPE NOTES - LOCKER / BIKE / SHOWER: 1. NEW DOORS AT BIKE/EXERCISE AREA PER PLANS AND SCHEDULES j 2. WATER RESISTANT GYPSUM WALL BOARD AT ALL WET WALL LOCATIONS 3. 100 GAL.WATER HEATER FOR NEW SHOWERS U 4. REMOVE (E)ACT CEILING AND REPLACE WITH 10'GWB CEILING WITH RECESSED LIGHTS U.N.O.AT ALL NEW AREAS m 5. REMOVE (E) FLOORING AND REPLACE WITH NEW-SEE PLANS AND LEGENDS 0 6. PROVIDE POWER AND DATA TO ALL EXERCISE AND AV EQUIPMENT w 7. PROVIDE LEVEL 4 FINISH AT ALL WALLS A302 8. ASSUME 6' METAL STUD WALLS AT ALL PLUMBING LOCATIONS � 0)9 . PROVIDE BATT INSULATION AS BATT INSULATION AT ALL SHOWER ROOM WALLS oU 10. ALL CASEWORK BY GC TO MATCH BUILDING STANDARDS N 11. PROVIDE BLOCKING AT ALL WALL MOUNTED FIXTURES ENLARGED PLANS o 0 ■ WOODBLOCK ARCHITECTURE,INC. 02 827 SW 2ND AVENUE,SUITE 300 PORTLAND,OR 1 97204 1 P 503.889.0604 SCOPE NOTES - LOBBY: 1. REMOVE WOOD PANELING, SALVAGE& REPLACE W/GWB & PAINT 2. 2ND FLOOR BALCONY OVER ELEVATOR TO GE &PROTECT FOR REINSTALLATION MODIFIED-SEE XXX WALL TYPES 3. WHERE LOBBY MARBLE IS REMOVED SALVAG 4. REPLACE CARPET @ STAIR IN ENTIRETY. COMMERCIAL BROADLOOM -SPECIFICATION TBD. 5. REMOVE (E) FLOORING AND REPLACE WITH NEW-SEE PLANS AND LEGENDS 6. PROTECT RAILING @ STAIR&2ND FLOOR BALCONY 350S125-18 MTL 1 1/2" 14 7. PROVIDE LEVEL 4 FINISH AT ALL WALLS THAT RECEIVE NEW WORK STUD — GLASS 8. (E) WOOD BASE TO REMAIN PARTITION SOUND BLANKETS KEYNOTES - LOBBY 5/8"GWB @ EA SIDE - 301A CARPET TILE-INTERFACE, 25cm x lm-FIELD: PLAIN STITCH-VISUAL CODE#139250AK00/IRON PLAIN#105916 301 B CARPET TILE-INTERFACE, 25cm x 1 m-ACCENT COLOR#1:ON LINE#13870OAK00/GRASS#105264 -- 301 C CARPET TILE-INTERFACE,25cm x 1 m-ACCENT COLOR#2: ON LINE#13870OAK00/FOREST#103796 - (E) LANDING 304 BROADLOOM CARPET AT STAIR AND ELEVATOR LOBBY INSET-SEE FINISH SCHEDULE WALL TYPE 1 WALL TYPE 1A WALL TYPE 1 B 305 PROSTORIA MATCH SECTIONAL-OFCI INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION 306 COFFEE TABLE-STYLEX ADORN-OFCI W/ INSUL. 308 (E)WALK OFF CARPET TILE-TO REMAIN 4'- 5" (4) RISERS @ 7" F_ 304 - 309 SCHLUTER ALUM.TRANSITION STRIP 5/8"GWB @ 5/8"GWB @ 313 \ 310 ALLERMUIRTARRY LOUNGE CHAIR-OFCI EA SIDE ONE SIDE - (3)TREADS @ 11 311 FLOOR LAMP-ANGLEPOISE ORIGINAL 1227 GIANT FLOOR LAMP-OFCI 312 WALL TILE-"POTESTIO TILE"/6"X 6"CERAMIC-STYLE, COLOR, PATTERN TBD-OFCI STUD 5-18 MTL 305 313 (E) HANDRAIL TO REMAIN STUD 304 i ' _ i . _' . i. .. i ' ii ii II II II n - SOUND SOUND - - _ J u I I u BLANKETS BLANKETS '. } I : I; , • P . � - �_ I. II II I I I I II I I II II II II II II Ll 1A n n n n WALL TYPE 2 WALL TYPE 2A WALL TYPE 26 II II II it II II INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION 1 - I' I„ II II II II II - u n II I I II W/INSUL. 3'-93/4"' TILE : WALL TYPE E1 EXISITING EXTERIOR WALL 306 VIF u n FLOOR TILE 310 .> I `: . ".� �. f ' I :. I I II I I II I I i'. � '� I 100 I- ,. .. •. I' �• I I I I I I I I I FT-1 CID 312 � � i �- i•.. .. '' r,' - II II II n UNITED TILE- , EDIMAX SANDS SERIES CARPET ` COLOR: "GREY" - EXSA-4M76 / > 311 r- , r 18"x30" RUNNING BOND INTERFACE - 25CM x 1M CARPET TILE / FIELD NATURAL CPT-1 FIELD: PLAIN STITCH COLLECTION: VISUAL CODE STYLE: #139250AK00 EMBASSY CENTER io — COLOR: 105916 IRON PLAIN - RENOVATIONS 4 2'-7 ' I, � - 1= 9020 SW WASHINGTON 1 DS09 1 LAYOUT START POINT _ ___ VIF_ SQUARE RD. ;__ T GARD, OR 97223 LOBBY WALL TREATMENT WT-1 2 "POTESTIO TILE - 6"X6" •_: - -- '---- STYLE / COLOR / PATTERN TBD CPT-2 3os LOB Y BREAK AREA BACKSPLASH WT-2 ON LINE - PRODUCT #13870OAK00 6 "POTESTIO TILE - 6"X6" COLOR: 105264 GRASS 5'-7" ALIGN STYLE / COLOR / PATTERN TBD 1010 30F 313 VIF ED j / \ C " PT-3 REINSTALL SALVAGED MARBLE @ ON LINE MODIFIED PLANTER FACE. PRODUCT #13870OAK00 Project#18-097 MATCH (E)CONST. FOR(N) LOW WALL. COLOR: 103796 FOREST ,4 1A 301C C ti 3 301B CPT-4 d N . DUNN o ALIGN BROADLOOM CARPET AT STAIR: 301A INTERFACE - 2m p D OREGON PLAIN STITCH / IRON PLAIN 105916 5s O� E 306 72' OF OR rn1 4'-6 1/2" I 0 305 NI JONATHAN DUNN, ARCHITECT PERMIT SET 08.08.19 UI REV DESCRIPTION DATE U �I c U 310 r m a E =50_9:1-- 6 CENTER CARPET ENV TILE LAYOUT ON THIS E OPENING U a 'w ENTRY & ELEVATOR LOBBY A303 SCALE 11/2"= T-0" m N ENLARGED PLANS g m 3 ■ WOODBLOCK ARCHITECTURE,INC. 827 SW 2ND AVENUE,SUITE 300 PORTLAND,OR 1 97204 1 P 503.889.0600 5 6 EMBASSY CENTER - RENOVATIONS 9020 SW WASHINGTON SQUARE RD. TIGARD, OR 97223 L 4A N EL Project#18-097 A J . DUNN OREGON 59 EI ( L BOX OUT FRONT PLANE q OF NI AND COVER WOOD JONATHAN DUNN,ARCHITECT PANELS W/GYP BID-CAP WITH GYP BD -- 3 A401 1 PERMIT SET 08.08.19 QI 2 dDN REV DESCRIPTION DATE E UJI EE G m 12 -9 A802 U w a r a N 2ND LEVEL @LOBBY z o 2 a s a 10 A304 Ila"= 1'-0" C4 SCALE 1 1/4"= l'-0" SCALE FEET o ENLARGED PLANS g J0 3 ■ 646 649 649 / 8277 WOODBLOCK W 2ND AVENUE,ARCHITECTURE, UITE 300 it 11 111 PORTLAND,OR 197204 I P 503.889.0804 632 632 LEVEL 2 LEVEL 2 15' - 6" sas 635 645 IT-0" 629 645 635 — 1 632 644 647 649 847 644 644 629 � 628 627 1 I LEVEL _ LEVEL 1 1 - 611 LOBBY I LOBBY SOUTH � � SOBBY WEST LOBBY NORTH CALE / o" 2CALE / 3oCALE / sal 639 649 610 639 649 614 606 649 639 603 ' 613 606 f =603_D_ 603 DOOR SLIDE - � 611 _ II 618 II 604 607 625 II 618 � 608 602 I `� 601 I 601 II I �� io EMBASSY CENTER ea6 �_ � : Cl) - RENOVATIONS iv � ll 9020 SW WASHINGTON ! SQUARE RD. I TIGARD. OR 97223 TTI 2'_3" T-9' 648 648 5 CAFE ELEVATION EASTC CAFE ELEVATION SOUTH CAFE ELEVATION NORTH SCALE 11/2"= T-0' V SCALE 11/2"= 1'-0" SCALE 11/2"= V-0- 606 Project#18-097 609 609 _ 649 649 KEYNOTES - ELEVATIONS 601 BEV. COOLER-SUMMIT-CLEAR GLASS FRENCH DOOR 32"H X 24"W-ALFD24WBVCSS-OFCI q DUNN 602 DISHWASHER-BOSCH 800 SERIES-32"H X 24"W-BUILT-IN-STAINLESS-OFCI 603 UPPER CASEWORK AT SELF-SERVICE COFFEE BAR-LAMINATE-COLOR TBD. • 604 PENTAL QUARTZ 3cm:COLOR"SEASHELL", POLISHED REGON OPEN 606 PENDANTS OVER HIGH BAR AREA-ANGLEPOISE ORIGINAL 1227 BRASS } E 607 BAR AREA-WOOD SLAB-SPECIES, SIZE AND FINISH TBD CD 608 BAR STOOL-NATIONAL RIZORA BAR STOOL-OFCI 04 609 CLEAR GLAZING TO REPLACE REFLECTIVE-MATCH BLDG STANDARDS(CRL OR EQ.) JONATHAN DUNN,ARCHITECT E 624 610 EXTERIOR GLASS DOORS AND SIDELITES-MATCH BUILDING STANDARDS(CRL OR EQ.) PERMIT SET 611 INTERIOR GLASS DOORS-MATCH BUILDING STANDARDS(CRL OR EQ.) 08.08.19 607 612 CREDENZA-MYLES BY GUS MODERN-72"L x 18"W x 25"H-OFCI REV DESCRIPTION DATE 613 FLAT SCREEN TV,WALL-MOUNT-OFCI a 614 RAUMPLUS SLIDING PANELS-FROSTED GLASS U 608 Q \ 618 FAUCET-HANSGROHE TALIS LOOP-SEE FINISH SCHEDULE 621 PROVIDE POWER AND DATA FOR AUDIO VISUAL EQUIP. 622 PROVIDE POWER AND DATA FOR ELECTRONIC SIGNBOARD E 623 4"RUBBER BASE-FLAT AT CARPET/TOE AT HARD SURFACE-FLEXCO WF-COLOR TBD 624 FULL HEIGHT CABINET WITH ADJUSTABLE SHELVES WIRE PULL 625 BACKSPLASH-"POTESTIO TILE"/6"X 6"CERAMIC-STYLE, COLOR, PATTERN TBD E 627 BROADLOOM CARPET AT STAIR-SEE FINISH SCHEDULE 648 648 648 / 628 PROSTORIA MATCH SECTIONAL-OFCI 629 COFFEE TABLE-STYLEX ADORN-OFCI ca 632 REMOVE(E)WOOD PANELS-REPLACE WITH GYPSUM WALL BOARD AND PAINT-COLOR TBD / 635 PROTECT(E)RAILING SYSTEM 639 NEW SOFFIT W/RECESSED LIGHTS �j 641 WALL TREATMENT-FILTZFELT-STYLE, COLOR, PATTERN TBD-OFCI 644 ALLERMUIR TARRY LOUNGE CHAIR-OFCI 645 FLOOR LAMP-ANGLEPOISE ORIGINAL 1227 GIANT FLOOR LAMP-OFCI a646 (E)INTERIOR WINDOWS w It 646 647 NEW STAIR AND LANDING A401 rc 0 Go w 648 NEW WOOD BASE 9"TO MATCH(E)IN VESTIBULES AND LOBBY 649 NEW PAINT AT ALL WALLS IN NEW WORK AREAS-SHERWIN WILLIAMS-COLOR TBD 0 8 CAFE ELEVATION WEST A I BREAK ROOM SIDE CABINET 650 PROJECTOR AND LIFT-OFCI- ELEVATIONS g SCALE 1 1/2" = V-0" 7 SCALE 11/2"= V-0" 651 PROJECTION SCREEN-CEILING MOUNTED-DALITE CONTOUR-OFCI o 33 652 SIGNBOARD-ELECTRONIC-OPCI 621 -- 651 A 651 649 613 PROVIDE BLOCKING FOR TV SCREEN MOUNTING HARDWARE 621 613 - 649 WOODBLOCK ARCHITECTURE,INC. 827 SW 2ND AVENUE,SUITE 300 PORTLAND,ORI 97201 I P 503.869.0801 614 612 623 e e 623 El 11 e e 623 CONFERENCE EAST S ONE SCALE NORTH SCALE 11/2"= T-0" 211 648 609 609 609 621 650 649 610 O 7 FI ALIGN 621 613 / 614 623 I EMBASSY CENTER TIS 623 s46 Bozo NOA HION WASHINGTON CONFERENCE WEST ^S CONFERENCE SOUTH SQUARE RD. 4 SCALE 11/2"= V-0" v SCALE 11/2"= 1'-0" TIGARD, OR 97223 KEYNOTES - ELEVATIONS @ CONFERENCE:] 609 CLEAR GLAZING TO REPLACE REFLECTIVE-MATCH BLDG STANDARDS(CRL OR EQ.) 610 EXTERIOR GLASS DOORS AND SIDELITES-MATCH BUILDING STANDARDS (CRL OR EQ.) Project#18-097 611 INTERIOR GLASS DOORS-MATCH BUILDING STANDARDS(CRL OR EQ.) 612 CREDENZA-MYLES BY GUS MODERN-72"L x 18"W x 25"H-OFCI Cy 613 FLAT SCREEN TV,WALL-MOUNT-OFCI 614 RAUMPLUS SLIDING PANELS-FROSTED GLASS 618 FAUCET-HANSGROHE TALIS LOOP-SEE FINISH SCHEDULE @ N . DUPdN n 0 621 PROVIDE POWER AND DATA FOR AUDIO VISUAL EQUIP. 3 622 PROVIDE POWER AND DATA FOR ELECTRONIC SIGNBOARD • • 623 4"RUBBER BASE-FLAT AT CARPET/TOE AT HARD SURFACE-FLEXCO WF-COLOR TBD P 0 OREGON 59 E 74 OF 0� o DIRECTORY NI JONATHAN DUNN, ARCHITECT T PERMIT SET m 08.08.19 UI 622 REV DESCRIPTION DATE O UI 652 c U N f0 a E LU N (E)STONE CLADDING E U ca N E O 01 N � (V U co IN I¢ I Iw a d 04 C s AEEAORILOBBY - SIGNBOARD A4 02 J N ELEVATIONSED 8 c o li ■ 409 408 430 430 408 430 407 407 430 407 430 408 —" J L UL J f f 000000000 00000ao0 WOODBLOCK ARCHITECTURE,INC. / - 627 SW 2ND AVENUE,SUITE 300 PORTLAND,OR 97204 P 503.889.0604 416 416 � � `\ 403 403 403 /� ® 1 BIKE AREA - EAST BIKE AREA - SOUTH I BIKE AREA -WEST w I BAKE AREA 1- NORTH SCALE 1114" = 1'-0" SCALE 11/4"= V-0" I SCALE 11/4"= 1'-0' `t o - 408 413 412 412 430 412 430 410 408 430 409 408 427 413 a0��oo000 410 SHOWER m SHOWER RESTROOM ® _1L 11 4 LU 16 5 I EXERCISE AREA - EAST EXERCISE AREA - SOUTH EXERCISE AREA -WEST EXERCISE AREA - NORTH SCA61 LE / SCALE EMBASSY CENTER 431 411 431 - RENOVATIONS 431 431 9020 SW WASHINGTON ,' 431 � SQUARE RD. TIGARD, OR 97223 411 _ 429 406 421 411 419 E 415 415 415 419 419 0 419 419 0 419_ _ 9 SHOWER 1 - EAST I SHOWER 1 - SOUTH SHOWER 1 -WEST SHOWER 1 - NORTH SHOWER 2 - EAST w SHOWER 2 - SOUTH C SHOWER 2 -WEST c SHOWER 2 - NORTH SCALE 11/4"= V-0" 10 SCALE 11/4"= 1'-0" 121 131 ■F J V Project#18-097 SCALE � 1/4"= 1'-0" SCALE 1 1/4"- 1'-0" SCALE � 1/4"- 1'-0" SCALE � 1/4"- 1'-0" SCALE � 1/4"- 1'-0" SCALE 11/4" = 1'-0" 8 J N . DLNN FINISH SCHEDULE - SHOWER ROOMS KEYNOTES - BIKE , LOCKER AND SHOWER ELEVATIONS j P DOREGON TILE SHOWER ROOM FIXTURES WALL FINISHES 59 0 BARRIER TBD COLOR TBD FT-2 MANUFACTURER: N1SRF-1 MANUFACTURER: E ARCHITECTURAL MANUFACTURER: ) ODUCTOG14-DECORTIVE INLAY PRODUCT: 40385TDPRODUCT: GYPSUM ALL BOARD (GWB) 5/8" 5 ERSCHIENERNOAL 40VANITY K- 0 WHITE CODANT TBD OF 0� mI COLOR: MARTINI NOTES: ADA TRANSFER-ONE PIECE NOTES: 407 BIKE RACK-DERO ULTRA SPACE SAVER SQUARED (JONATHAN DUNN, ARCHITECT!(FINISH TBD _ PERMIT SET c NOTES: MATCH BUILDING STANDARD LOCATION: ACCESSIBLE SHOWER ROOMS LOCATION: ALL NEW WALLS U.N.O 408 2 TIER LOCKERS -PROBEBOX 112"x72"OR EQ.-ANCHOR PER MFR RECOMMENDATIONS 08.08.19 0 LOCATION: SHOWER ROOMS 409 1 TIER ACCESSIBLE LOCKER-PROBEBOX 24"x72"OR EQ. -ANCHOR PER MFR RECOMMENDATION REV DESCRIPTION DATE GROUT: LATICRETE 45 RAVEN SRF-2 MANUFACTURER: DELTA W-2 MANUFACTURER: TBD - - - UI PRODUCT: T13H323 TRIM OR EQ. PRODUCT: MOISTURE RESISTANT(GWB) 5/8" 410 DRINKING FOUNTAIN-OASIS AQUAPOINTE-BOTTLE FILLER-MCRSBF WT-3 MANUFACTURER: DALTILE COLOR: CHROMECOLOR: PAINT TBD 411 ADA TRANSFER SHOWER-BARRIER FREE TRANSFER ONE PIECE OR EQ. PRODUCT: 12")(24" NOTES: NOTES: 412 EQUIPMENT- ELLIPTICAL-SOLE E55 OR EQ.-OFCI tj COLOR: DOMINO WHITE HEXAGON1 LOCATION: SHOWER UNITS _ LOCATION: SHOWER ROOM CEILINGS 413 EQUIPMENT-TREADMILL-SOLE F63 OR EQ. > NOTES: STACK BOND - 415 WALL MOUNTED SHOWER SEAT-ANZZI GOREME-AC-AZ205 - OR EQ y LOCATION: SHOWER ROOM WALLS SRF-3 MANUFACTURER: ANZZI GOREME m P-1 MANUFACTURER: SHERWIN WILLIAMS � GROUT: LATICRETE 44 BRIGHT WHITE PRODUCT: AC-AZ205 SHEEN: FLAT 416 WOOD BENCH-LOVE TEAK-SPA BENCH 59"L x 18"D x 18"H -OFC( E COLOR: WOOD AND BRUSHED SS COLOR: SW7005 PURE WHITE 418 WATER HEATER-100 GAL. -AD SMITH BT-100 OR EQ. - PROVIDE DRAIN AN y BT-1 MANUFACTURER: TBD NOTES: WALL MOUNT AT DRESSING AREA ---- d PRODUCT: MARAZZI 6"X12" LOCATION: SHOWER ROOMS NOTES: CEILING PAINT 419 B"COVE BASE-SEE FINISH SCHEDULE E COLOR: MARTINI LOCATION: ALL NEW CEILINGS U.N.O. 421 GRAB BARS 36"L, 18"L&42"L-BOBRICK- B-5806 SERIES-STAINLESS STEEL 0 NOTES: ALIGN WITH WALL TILE 427 AREA SEPARATION WALL-FROSTED GLASS-RAUMPLUS PANEL 0 SRF-4 MANUFACTURER: DELTA P-2 MANUFACTURER: SHERWIN WILLIAMS -- 0 LOCATION: SHOWER ROOM WALL BASE PRODUCT: IA020128 SHEEN: SEMIGLOSS 428 (E)COLUMN TO REMAIN GROUT: LATICRETE 45 RAVEN COLOR: CHROME COLOR: SW7023 REQUISITE GRAY 429 WALL HOOKS AT SHOWER ROOM-OFCI E NOTES: NOTES: DOOR PAINT 430 NEW PAINT AT ALL WALLS IN NEW WORK AREAS-SHERWIN WILLIAMS-COLOR TBD LOCATION: SHOWER ROOMS LOCATION: ALL NEW DOORS U.N.O. N 431 12"X 24"WALL TILE-STACK BOND-SEE FINISH SCHEDULE U w rc a w A40 3 fV U 10 ELEVATIONS aD o ■ 2 _ 6 WOODBLOCK ARCHITECTURE,INC. 827 SW 2ND AVENUE,SUITE 300 PORTLAND,OR 97204 P 503.889.0809 U T-0" DE8 y -- — �✓ MO(E) CURVED A802 CONC. STAIR TO NEW 1' LAYOUT-SEE A303 PREPARE RESHAPED CONC. STAIR FOR CARPET PER PLAN - I SEE A303 co tT N LEVEL 1 1' - 61' 1 SECTION @ LOBBY STAIR I SECSCALTION - ON @CAFE COUNTER SECTION THROUGH CONFERENCE EMBASSY CENTER - RENOVATIONS 9020 SW WASHINGTON SQUARE RD. TIGARD, OR 97223 Project#18-097 �� 8 w J DutmN � P D OREGON 59O 0 OF 0� 04 JONATHAN DUNN, ARCHITECT PERMIT SET c08.08.19 Q) REV DESCRIPTION DATE UI c m U E W c m E m m U I I, w NCD A502 0 SECTIONS g `O ■ DOOR SCHEDULE FINISH LEGEND WIDTH 1HEIGHT HARDWARE FRAME LEAF DOOR FRAME CARPET CAFE FIXTURES WALL FINISHES DOOR NO. TYPE I TYPE MATERIAL MATERIAL FINISH NOTES CPT-1 MANUFACTURER: INTERFACE 25cm x 1m MODULAR WT-2 MANUFACTURER: TBD BC-1 MANUFACTURER: SUMMIT BEVERAGE COOLER W-1 MANUFACTURER: SHERWIN WILLIAMS PRODUCT: PLAIN STITCH/VISUAL CODE PRODUCT: POTESTIO TILE-6"X6" PRODUCT: ALFD24WBVCSS PRODUCT: GYPSUM WALL BOARD (GWB) 5/8" COLOR: IRON PLAIN#105916 COLOR: TBD COLOR: SS/GLASS PANEL DOORS COLOR: PAINT TBD I w 01 6' - 0" 8' - 81/4" S1 C DG GLASS SF CLEAR (E) - WEST EXIT -TEMPERED NOTES: FIELD COLOR NOTES: STACK BOND AT SINK COUNTER NOTES: ADA-32"HT NOTES: 02 61 - 011 91 - 01, S1 C DG GLASS SF CLEAR (E) - NORTH EXIT - EXTERIOR -TEMPERED LOCATION: LOBBY, CORRIDOR, CONFERENCE LOCATION: BACKSPLASH LOCATION: BREAK ROOM LOCATION: ALL NEW WALLS U.N.O. 03 3' - 0" 7' - 91/2" S1 B SG GLASS SF CLEAR (E) - EAST EXIT- TEMPERED CPT-2 MANUFACTURER: INTERFACE 25cm x 1m MODULAR COUNTERTOPS SHOWER ROOM FIXTURES wooDSLOCKARCHITECTURE,INC. PRODUCT: ON LINE-#1 3870OAKOO PORTLAND, ND, AVENUE,surresoo 04 6' - 0" T - 91/2" S1 C DG GLASS SF CLEAR N - LOCKED -TEMPERED CT-1 MANUFACTURER: PENIAL SRF-1 MANUFACTURER: BARRIER FREE ARCHITECTURAL W_2 MANUFACTURER: SHERWR WILLIAMS PORTLAND,ORI 972(M P503.889.asoa ( ) COLOR: GRASS#105264 PRODUCT: QUARTZ 3CM PRODUCT: LSS4038A5TD PRODUCT: MOISTURE RESISTANT(GWB)5/8" 05 61 - 011 7' - 9 1/2" S1 C DG GLASS SF CLEAR N LOCKED -TEMPERED NOTES: ACCENT COLOR#1 COLOR: SEASHELL/POLISHED COLOR: WHITE ( ) - COLOR: PAINT TBD LOCATION: LOBBY, CONFERENCE, CORRIDOR NOTES: WATERFALL NOTES: ADA TRANSFER-ONE PIECE NOTES: 06 6' - 0" T - 9 1/2" S1 C DG GLASS SF CLEAR (N) - BREAKROOM LOCATION: BREAK ROOM SINK COUNTER LOCATION: ACCESSIBLE SHOWER ROOMS LOCATION: SHOWER ROOM WALLS 07 51 - 6" 8' - 8" D6 A F WOOD HM STAIN (N) - CONFERENCE CPT-3 MANUFACTURER: INTERFACE 25cm x 1m MODULAR PT-2 MANUFACTURER: TBD PRODUCT: ON LINE -#13870OAKOO PRODUCT: WOOD SLAB-SIZE TBD SRF-2 MANUFACTURER: DELTA 08 31 - 011 8' - 0" D3 A F WOOD HM STAIN (N) - UTILITY COLOR: FOREST#103796 COLOR: SPECIES TBD PRODUCT: T1 3H323 TRIM OR EQ. 09 31 - 011 81 - 011 D5 A F WOOD HM PAINT (N) - SHWR NOTES: ACCENT COLOR#2 NOTES: EDGE TBD COLOR: CHROME LOCATION: LOBBY, CONFERENCE, CORRIDOR LOCATION: BREAK ROOM BAR COUNTER NOTES: P-1 MANUFACTURER: TBD 10 2' - 6" 81 - 011 D5 A F WOOD HM PAINT (N) -WH LOCATION: SHOWER UNITS PRODUCT: TBD 11 3' - 0" 81 - 011 ' - 0" D5 A F WOOD HM PAINT (N) - SHWR/RR CpT_4 MANUFACTURER: INTERFACE BREAK ROOM FIXTURES SRF-3 MANUFACTURER: ANZZI GOREME COLOR: TBD 01 PRODUCT: BROADLOOM-PLAIN STITCH PRODUCT: AC-AZ205 NOTES: MATCH BUILDING STANDARDS 12 3 - 0 8 - 8 D5 A F WOOD HM STAIN (E) - HALLWAY COLOR: IRON PLAIN#105916 S-1 MANUFACTURER: HANSGROHE SINK COLOR: WOOD AND BRUSHED SS LOCATION: ALL NEW WALLS U.N.O. 13 6' - 0" 81 - 811 D5 A F WOOD HM STAIN (N) - SUITE 100 NOTES: UNBACKED SHEET GOODS PRODUCT: S719-U450 NOTES: WALL MOUNT AT DRESSING AREA RUBBER BASE 14 6' - 0" 9' - 0" D1 C DG GLASS SF CLEAR (E) - NORTH EXIT - INTERIOR - - TEMPERED LOCATION: LOBBY STAIR, ELEVATOR COLOR: STAINLESS STEEL LOCATION: SHOWER ROOMS _ LOBBY INSET NOTES: UNDERCOUNTER-SINGLE BASIN RB-1 MANUFACTURER: FLEXCO WALLFLOWERS 15 12' - 5" 8' - 0" D4 E SD GLASS SF FROSTED y(N) - CONFERENCE / BREAK ROOM TILE LOCATION: CAFE SINK COUNTER SRF-4 MANUFACTURER: DELTA PRODUCT: 4" RUBBER WALL BASE PRODUCT: IA020128 COLOR: TBD FT-1 MANUFACTURER: UNITED TILE F-1 MANUFACTURER: TANS LONOTES: STRAIGHT AT CARPET, TOE AT VINYL LOCATIONOHE FAUCET COLOR: CHROME : CONFERENCE, BIKE/LOCKER/ PRODUCT: EDIMAX SANDS SERIES 18"X30" PRODUCT: TALIS LOOP NOTES: UTILITY COLOR: GREY- #EXSA-4M76 COLOR: STAINLESS STEEL LOCATION: SHOWER ROOMS DOOR GENERAL NOTES FRAME MATERIALS NOTES LOCATION: CAFE,CAFE, GBOND NOTES: WEST VESTIBULE LOCATION: CAFE SINK COUNTER SPECIALTY LIGHTING 1. GLASS IN 1 HOUR RATED RATED AND SIDE LITES TO BE 45 MIN. RATED FIRELITE SF ALUMINUM STOREFRONT FRAME WT-1 MANUFACTURER: TBD DW-1 MANUFACTURER: BOSCH 800 SERIES SLA MANUFACTURER: ANGLEPOISE SL-2 MANUFACTURER: ANGLEPOISE NT GLASS. HM HOLLOW METAL WELDED FRAME PRODUCT: POTESTIO TILE -6"X6" PRODUCT: SGX68U55UC PRODUCT: ORIGINAL 1227 BRASSPENDANT PRODUCT: ORIGINAL 1227 GIANT FLOOR LAMP 2. ALL GLASS IN INTERIOR DOORS AND SIDELIGHTS ARE TO BE TEMPERED OR HMK HOLLOW METAL KNOCKDOWN FRAME COLOR: TBD COLOR: STAINLESS STEEL COLOR: JET BLACK COLOR: JET BLACK LAMINATED SAFETY GLASS. NOTES: STACK BOND NOTES: ADA-32"HT NOTES: PENDANT LIGHTS NOTES: FLOOR LAMP LIGHTING 3. ALL GLASS IN EXTERIOR DOORS AND SIDELIGHTS ARE TO BE TEMPERED OR LOCATION: LOBBY SEATING AREA WALL LOCATION: CAFE SINK AREA LOCATION: CAFE HIGH BAR AREA LOCATION: LOBBY SEATING AREAS LAMINATED SAFETY GLASS. 4. EXTERIOR FLUSH DOOR ARE TO BE INSULATED HOLLOW METAL DOORS CASEWORK 5. STOREFRONT DOORS ARE TO BE ALUMINIUM FRAMED DOORS WITH EXTERIOR CS-1 MANUFACTURER: TBD OR INTERIOR TEMPERED OR LAMINATED SAFETY GLASS. PRODUCT: UPPER CABINET AND FULL HT. WALL CABINET COLOR: TBD - BASED ON CARPET TILE GREENS NOTES: LAMINATE FINISH LOCATION: BREAK ROOM CS-2 MANUFACTURER: TBD DOOR/HARDWARE GENERAL NOTES PRODUCT: BASE CABINET COLOR: STAINLESS STEEL NOTES: LAMINATE FINISH 1. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34"AND 48" LOCATION: BREAK ROOM AFF, LINO 2. DOOR CLOSER SWEEP PERIOD SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. 3. THE MAXIMUM DOOR OPENING FORCE FOR PUSHING OR PULLING INTERIOR DOORS SHALL BE 1/211 VARIES 1/2 5 POUNDS PER FOOT. 4. DOOR FRAMES TO BE EQUIPPED W/SILENCER BUTTONS UNLESS GASKETS ARE SPECIFIED. j WALL DIM I 5. ALL EXTERIOR HM DOORS AND FRAMES SHALL BE INSULATED r, 6. FILL ALL VOIDS IN THRESHOLDS W/SEALANT TO MATCH GROUT L J iv z 7. WHERE COAT HOOKS ARE INDICATED IN RESTROOMS AND BATHROOMS, LOCATE COAT HOOK CENTERED ON DOOR ON THE RESTROOMS AND BATHROOMS SIDE OF DOOR WHERE PARTITION cO EXTERIOR DOORS INTERIOR DOORS OCCURS DOOR OR GLAZING J, 15/16• VARIES 1 9/16' HARDWARE GROUPS., DOUBLE ENTRANCE DOORS-STOREFRONT HARDWARE GROUP-01, CIRCULATION DOUBLE HINGED DOOR-GLASS SIDE 70, 11 v Ile HINGES: BUTT HINGES HINGES: QTY 3 PER LEAF 4-1/2 BY 4-1/2-INCHES, 180 SWING UNLESS NOTED OR LOCKSETIFUNCTION: DOOR PUSH/PULL BAR, MORTISE CYLINDER FOR LOCKSET/FUNCTION: DOOR PUSH/PULL BAR FRAME DIM DETAILED OTHERWISE KEYED EXTERIOR ENTRY. HOLD OPEN: FLOOR STOP&SEMI-AUTOMATIC HOLDER CLOSER: HEAVY DUTY HYDRAULIC STOP: OVERHEAD STOP HARDWARE GROUP-D21 UNISEX SHOWER ROOMS GENERAL NOTES: GASKETS: WEATHERSTRIPPING, 1 SET FOR EA SINGLE LEAF DOOR HINGES: QTY 3 PER LEAF 4-1/2 BY 4-1/2-INCHES. 1. FRAME INFO AND PROFILE SHOWN IS TYPICAL UNLESS NOTED BOTTOM SEAL:AUTOMATIC DOOR BOTTOM SEAL. LOCKSET/FUNCTION: PASSAGE DOOR W/OCC OTHERWISE BY SPECIFIC DETAIL REFERENCE ON EMBASSY CENTER THRESHOLD:ALUMINUM 5-INCH SADDLE, '/-INCH HIGH. CLOSER: HEAVY DUTY HYDRAULIC PLANS/SCHEDULE. SEE ALSO FRAME PROFILE SHAPES. GASKETS: 1 SET FOR SINGLE LEAF DOOR. - RENOVATIONS HARDWARE GROUP-S2.DOUBLE EXTERIOR DOORS 9020 SW WASHINGTON HINGES: BUTT HINGES HARDWARE GROUP-D3, STORAGE/UTILITYI TYP. HOLLOW METAL FRAME DETAIL SQUARE RD. LOCKSET/FUNCTION: DOOR PUSH/PULL BAR, MORTISE CYLINDER FOR HINGES: QTY 3 PER LEAF 4-1/2 BY 4-1/2-INCHES. SCALE 13"= T-0" TIGARD, OR 97223 KEYED EXTERIOR ENTRY. LOCKSET/FUNCTION: STOREROOM OR SERVICE FUNCTION , KEYED ON CLOSER: HEAVY DUTY HYDRAULIC EXTERIOR SIDE, EXTERIOR LEVER IS RIGID AT ALL TIMES. PEEP HOLE AND COVER AT 5'-6"AFL, GASKETS: WEATHERSTRIPPING, 1 SET FOR EA SINGLE LEAF DOOR CLOSER: HEAVY DUTY HYDRAULIC PROVIDE ADDITIONAL PEEP HOLE AND BOTTOM SEAL:AUTOMATIC DOOR BOTTOM SEAL. GASKETS: 1 SET FOR SINGLE LEAF DOOR. COVER IN ACCESSIBLE DESIGNATED "ALL GLASS TO BE TEMPERED THRESHOLD:ALUMINUM 5-INCH SADDLE, '%-INCH HIGH. ROOM AT 4'-0"AFL. HARDWARE GROUPAREA SEPARATION DOORS-SLIDING DOORS SEE SEE SEE SEE SEE 6'-0" VERIFY WIDTH IN FIELD HARDWARE GROUP-33, SINGLE EXTERIOR EGRESS DOOR HINGES: TOP AND BOTTOM TOM TRACK: SEE MANUF. DETAILS � � NOTE: HINGES: BUTT HINGES LOCKSET/FUNCTION: PER MANUF. SCHED. CHED. SCHED. SCHED. SCHED. ALL GLASS IN INTERIOR DOORS AND LOCKSET/FUNCTION: DOOR PUSH/PULL BAR, MORTISE CYLINDER FOR GASKETS: N/A SIDELIGHTS ARE TO BE TEMPERED OR KEYED EXTERIOR ENTRY. LAMINATED SAFETY GLASS. EXIT DEVICE: PUSH PAD RIM TYPE EXIT DEVICE W/CYLINDER DOGGING HARDWARE GROUP-D5, OFFICE DOOR CLOSER: HEAVY DUTY HYDRAULIC HINGES: QTY 3 PER LEAF 4-1/2 BY 4-1/2-INCHES. // / GL / ALL GLASS IN EXTERIOR DOORS AND GASKETS: WEATHERSTRIPPING, 1 SET FOR SINGLE LEAF DOOR. LOCKSET/FUNCTION: PASSAGE FUNCTION / f / / / SIDELIGHTS ARE TO BE TEMPERED OR BOTTOM SEAL:AUTOMATIC DOOR BOTTOM SEAL. CLOSER: HEAVY DUTY HYDRAULIC p / o / o / p / o w w LAMINATED SAFETY GLASS. THRESHOLD:ALUMINUM 5-INCH SADDLE, '/2-INCH HIGH. w w w w w w w w w w LU _ w x w x w x w s ¢ w x U) EXTERIOR FLUSH DOOR ARE TO BE Project#18-097 HARDWARE GROUP-D6, DOUBLE INTERIOR EXIT DOOR vi U U U rn U y U U HINGES: BUTT HINGES U 0) 0) w �5 co / INSULATED HOLLOW METAL DOORS. LOCKSET/FUNCTION: DOOR PUSH/PULL _. OYD SECURITY: CARD READER TO BE PROVIDED BY OWNER \ c� �> ALL OTHER DOORS ARE TO BE SOLID T� CLOSER: HEAVY DUTY HYDRAULIC in CORE WOOD DOORS. A ) $ STOP: OVERHEAD STOP \ - -- - ��j J N DUNN GASKETS: 1 SET FOR EA SINGLE LEAF DOOR. DOUBLESTILE -GASKET MEETING F FG FL FV HL DG SD 0.'i 3 BOTTOM SEAL:AUTOMATIC DOOR BOTTOM SEAL. FLUSH FLUSH GUEST FULL LITE FLUSH VISION HALF LITE DBL GLASS SLIDING DOOR P D OREGON 59 DOOR LEAF TYPES SOF o� N I JONATHAN DUNN,ARCHITECT vDOOR LEAF TYPES PERMIT DESCRIPTION DATE o 08.08.19 U mI c � 2 TYP SEE 2 TYP SEE 3'-0" SEE SEE L) a a Ilk e a 1'-4" SEE V-4" 70, SCHEDULE ? SCHEDULE SCHEDULE SCHEDULE CASED SCHEDULE E OPG Lu Ln SLIDING TOP E J J J J J TRACK BY DOOR > > > > > MANUFACTURER 0w w TEMP w T T w w 0 Y U U U U U m l U) U) u! rn W Ew w w w w NU) U)) % ai / w w U o 0 TYPE A TYPE B2„TYP TYPE C TYPE D TYPE Eiw a w N DOOR FRAME TYPES A700 CNI� SCHEDULES o DOORFRAME SCALE 11/4"= 1'-0" SECTION 013000 -ADMINISTRATIVE REQUIREMENTS SECTION 014000-QUALITY REQUIREMENTS (CONTINUED) SECTION 017000- EXECUTION AND CLOSEOUT REQUIREMENTS SECTION 055000 -METAL FABRICATIONS ■ PART 1 - GENERAL A. RECORD DRAWINGS: MAINTAIN A SET OF PRINTS OF THE CONTRACT DRAWINGS AS RECORD A. DELEGATED DESIGN: DESIGN LADDERS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BY 1.1 PROJECT MANAGEMENT AND COORDINATION D. TESTING AGENCY RESPONSIBILITIES: TESTING AGENCY SHALL COOPERATE WITH ARCHITECT AND DRAWINGS. MARK TO SHOW ACTUAL INSTALLATION WHERE INSTALLATION VARIES FROM THAT SHOWN A QUALIFIED PROFESSIONAL ENGINEER, USING PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA A. COORDINATE CONSTRUCTION TO ENSURE EFFICIENT AND ORDERLY INSTALLATION OF EACH PART OF THE CONTRACTOR IN PERFORMING ITS DUTIES AND SHALL PROVIDE QUALIFIED PERSONNEL TO PERFORM ORIGINALLY. INDICATED. WORK, INSPECTIONS AND TESTS. 1. IDENTIFY AND DATE EACH RECORD DRAWING; INCLUDE THE DESIGNATION"PROJECT RECORD B. STRUCTURAL PERFORMANCE OF ALUMINUM LADDERS: ALUMINUM LADDERS, INCLUDING B. SCHEDULE AND CONDUCT PROGRESS MEETINGS AT PROJECT SITE AT REGULAR INTERVALS. NOTIFY 1. AGENCY SHALL PROMPTLY NOTIFY ARCHITECT AND CONTRACTOR OF IRREGULARITIES OR DEFICIENCIES DRAWING" IN A PROMINENT LOCATION. LANDINGS, SHALL WITHSTAND THE EFFECTS OF LOADS AND STRESSES WITHIN LIMITS AND UNDER OWNER AND ARCHITECT OF MEETING DATES AND TIMES. REQUIRE ATTENDANCE OF EACH IN THE WORK OBSERVED DURING PERFORMANCE OF ITS SERVICES. B. OPERATION AND MAINTENANCE DATA: SUBMIT ONE COPY OF MANUAL. ORGANIZE DATA INTO THREE- CONDITIONS SPECIFIED IN ANSI A14.3. SUBCONTRACTOR OR OTHER ENTITY CONCERNED WITH CURRENT PROGRESS OR INVOLVED WITH 2. AGENCY SHALL NOT RELEASE, REVOKE, ALTER, OR INCREASE REQUIREMENTS OF THE CONTRACT RING BINDERS WITH IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER,AND ENVELOPES FOR 1. TEMPERATURE CHANGE: 120 DEG F (67 DEG C),AMBIENT; 180 DEG F(100 DEG C), MATERIAL PLANNING OR COORDINATION OF FUTURE ACTIVITIES. DOCUMENTS NOR APPROVE OR ACCEPT ANY PORTION OF THE WORK. FOLDED DRAWINGS. INCLUDE THE FOLLOWING: SURFACES. 1. CONTRACTOR WILL RECORD MINUTES AND DISTRIBUTE TO EVERYONE CONCERNED, INCLUDING 3. AGENCY SHALL NOT PERFORM ANY DUTIES OF CONTRACTOR. 1. MANUFACTURER'S OPERATION AND MAINTENANCE DOCUMENTATION. C. SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION DETAILS FOR METAL FABRICATIONS. OWNER AND ARCHITECT. E. AUXILIARY SERVICES: COOPERATE WITH TESTING AGENCIES AND PROVIDE AUXILIARY SERVICES AS 2. MAINTENANCE AND SERVICE SCHEDULES. 1. INCLUDE PLANS, ELEVATIONS, SECTIONS, AND DETAILS OF METAL FABRICATIONS AND THEIR _____ REQUESTED, INCLUDING THE FOLLOWING: 3. MAINTENANCE SERVICE CONTRACTS. CONNECTIONS, SHOW ANCHORAGE AND ACCESSORY ITEMS. WOODBLOCK ARCHITECTURE,INC. 1.2 SUBMITTAL PROCEDURES 1. ACCESS TO THE WORK. 4. EMERGENCY INSTRUCTIONS. D. DELEGATED-DESIGN SUBMITTAL: FOR INSTALLED PRODUCTS INDICATED TO COMPLY WITH 877 SW 2ND AVENUE,SUITE 300 A. COORDINATE EACH SUBMITTAL WITH FABRICATION, PURCHASING, TESTING, DELIVERY, OTHER 2. INCIDENTAL LABOR AND FACILITIES NECESSARY TO FACILITATE TESTS AND INSPECTIONS. 5. SPARE PARTS LIST. PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA, INCLUDING ANALYSIS DATA SIGNED AND PORTLAND,OR 97204 1 P 503.889.0804 SUBMITTALS, AND RELATED ACTIVITIES THAT REQUIRE SEQUENTIAL ACTIVITY. ARCHITECT WILL NOT REVIEW 3. ADEQUATE QUANTITIES OF MATERIALS FOR TESTING,AND ASSISTANCE IN OBTAINING SAMPLES. 6. WIRING DIAGRAMS. SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. SUBMITTALS WITHOUT PRIOR CONTRACTOR REVIEW AND STAMP OF APPROVAL. 4. FACILITIES FOR STORAGE AND FIELD CURING OF TEST SAMPLES. 7. COPIES OF WARRANTIES. E. METAL SURFACES, GENERAL: PROVIDE MATERIALS WITH SMOOTH, FLAT SURFACES WITHOUT 1. NO EXTENSION OF THE CONTRACT TIME WILL BE AUTHORIZED BECAUSE OF FAILURE TO TRANSMIT 5. SECURITY AND PROTECTION FOR SAMPLES AND FOR TESTING AND INSPECTING EQUIPMENT. C. EXAMINE SUBSTRATES AND CONDITIONS FOR COMPLIANCE WITH MANUFACTURER'S WRITTEN BLEMISHES. SUBMITTALS ENOUGH IN ADVANCE OF THE WORK TO PERMIT PROCESSING, INCLUDING RESUBMITTALS. F. SPECIAL TESTS AND INSPECTIONS: OWNER WILL ENGAGE A QUALIFIED TESTING AGENCY TO CONDUCT REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, SURFACES THAT ARE SOUND, LEVEL, PLUMB, SMOOTH, F. STEEL PLATES, SHAPES,AND BARS: ASTM A 36/A 36M. 2. SUBMIT THREE (3) COPIES OF EACH SUBMITTAL. ARCHITECT WILL RETURN ONE COPY. SPECIAL TESTS AND INSPECTIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION. CLEAN,AND FREE OF DELETERIOUS SUBSTANCES; SUBSTRATES WITHIN INSTALLATION TOLERANCES; AND G. STAINLESS-STEEL BARS AND SHAPES: ASTM A 276, TYPE 304 3. ARCHITECT WILL DISCARD SUBMITTALS RECEIVED FROM SOURCES OTHER THAN CONTRACTOR. G. SPECIAL TESTS AND INSPECTIONS: CONDUCTED BY A QUALIFIED TESTING AGENCY AS REQUIRED BY APPLICATION CONDITIONS WITHIN ENVIRONMENTAL LIMITS. PROCEED WITH INSTALLATION ONLY AFTER H. STEEL TUBING: ASTM A 500, COLD-FORMED STEEL TUBING. B. PLACE A PERMANENT LABEL OR TITLE BLOCK ON EACH SUBMITTAL FOR IDENTIFICATION. ARCHITECT WILL AUTHORITIES HAVING JURISDICTION, AS INDICATED IN INDIVIDUAL SPECIFICATION SECTIONS. UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 1. STEEL PIPE: ASTM A 53/A 53M, STANDARD WEIGHT(SCHEDULE 40) UNLESS OTHERWISE INDICATED. NOT REVIEW SUBMITTALS WITHOUT PRIOR CONTRACTOR REVIEW AND STAMP OF APPROVAL. PROVIDE A H. MINIMUM QUANTITY OR QUALITY LEVELS: THE QUANTITY OR QUALITY LEVEL SHOWN OR SPECIFIED SHALL BE D. BEFORE PROCEEDING TO LAYOUT THE WORK, VERIFY LAYOUT INFORMATION SHOWN ON DRAWINGS, J. ALUMINUM EXTRUSIONS: ASTM B 221 (ASTM B 221M), ALLOY 6063-T6. SPACE APPROXIMATELY 6 BY 8 INCHES ON LABEL OR BESIDE TITLE BLOCK TO RECORD CONTRACTOR'S THE MINIMUM PROVIDED OR PERFORMED. THE ACTUAL INSTALLATION MAY COMPLY EXACTLY WITH THE IN RELATION TO PROPERTY SURVEY AND EXISTING BENCHMARKS. K. ALUMINUM-ALLOY ROLLED TREAD PLATE: ASTM B 632/B 632M, ALLOY 6061-T6. REVIEW AND APPROVAL MARKINGS AND ACTION TAKEN BY ARCHITECT. INCLUDE THE FOLLOWING MINIMUM QUANTITY OR QUALITY SPECIFIED, OR IT MAY EXCEED THE MINIMUM WITHIN REASONABLE LIMITS. E. TAKE FIELD MEASUREMENTS AS REQUIRED TO FIT THE WORK PROPERLY. WHERE FABRICATED L. FASTENERS INFORMATION ON THE LABEL: PRODUCTS ARE TO BE FITTED TO OTHER CONSTRUCTION, VERIFY DIMENSIONS BY FIELD MEASUREMENT 1. GENERAL: UNLESS OTHERWISE INDICATED, PROVIDE TYPE 304 STAINLESS-STEEL FASTENERS 1. PROJECT NAME. BEFORE FABRICATION AND, WHEN POSSIBLE,ALLOW FOR FITTING AND TRIMMING DURING INSTALLATION. FOR EXTERIOR USE AND ZINC-PLATED FASTENERS WITH COATING COMPLYING WITH ASTM B 633 1 2. DATE. F. DO NOT CUT STRUCTURAL MEMBERS OR OPERATIONAL ELEMENTS WITHOUT PRIOR WRITTEN OR ASTM F 1941 (ASTM F 1941 M), CLASS FE/ZN 5, AT EXTERIOR WALLS. 1 3. NAME AND ADDRESS OF CONTRACTOR. APPROVAL OF ARCHITECT. 2. PROVIDE STAINLESS-STEEL FASTENERS FOR FASTENING ALUMINUM. 4. NAME AND ADDRESS OF SUBCONTRACTOR OR SUPPLIER. SECTION 015000-TEMPORARY FACILITIES AND CONTROLS G. WHERE EXISTING SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, 3. PROVIDE STAINLESS-STEEL FASTENERS FOR FASTENING STAINLESS STEEL. 5. NUMBER AND TITLE OF APPROPRIATE SPECIFICATION SECTION. BYPASS SUCH SERVICES/SYSTEMS BEFORE CUTTING TO PREVENT INTERRUPTION TO OCCUPIED AREAS. 4. CAST-IN-PLACE ANCHORS IN CONCRETE: EITHER THREADED TYPE OR WEDGE TYPE UNLESS C. IDENTIFY DEVIATIONS FROM THE CONTRACT DOCUMENTS ON SUBMITTALS. A. USE CHARGES: COST OR USE CHARGES FOR TEMPORARY FACILITIES SHALL BE INCLUDED IN THE CONTRACT H. PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE. PROVIDE MATERIALS AND OTHERWISE INDICATED; GALVANIZED FERROUS CASTINGS, EITHER ASTM A 47/A 47M MALLEABLE D. CONTRACTOR'S CONSTRUCTION SCHEDULE SUBMITTAL PROCEDURE: SUBMIT TWO COPIES OF SCHEDULE SUM. COMPLY WITH INSTALLATION REQUIREMENTS SPECIFIED IN OTHER SECTIONS. IRON OR ASTM A 27/A 27M CAST STEEL. PROVIDE BOLTS, WASHERS,AND SHIMS AS NEEDED, ALL WITHIN (2) DAYS AFTER DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK. B. ELECTRICAL SERVICE: COMPLY WITH NEMA, NECA, AND UL STANDARDS AND REGULATIONS FOR TEMPORARY I. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLATION. ANCHOR EACH HOT-DIP GALVANIZED PER ASTM F 2329. ELECTRIC SERVICE. INSTALL SERVICE TO COMPLY WITH NFPA 70. PRODUCT SECURELY IN PLACE, ACCURATELY LOCATED AND ALIGNED WITH OTHER PORTIONS OF THE 5. POST-INSTALLED ANCHORS: TORQUE-CONTROLLED EXPANSION ANCHORS PART 2- PRODUCTS C. HEATING EQUIPMENT: UNLESS OWNER AUTHORIZES USE OF PERMANENT HEATING SYSTEM, PROVIDE VENTED, WORK. CLEAN EXPOSED SURFACES AND PROTECT FROM DAMAGE. M. UNIVERSAL SHOP PRIMER: FAST-CURING, LEAD-AND CHROMATE-FREE, UNIVERSAL MODIFIED- SELF-CONTAINED HEATERS WITH THERMOSTATIC CONTROL. 2.1 ACTION SUBMITTALS J. CLEAN PROJECT SITE AND WORK AREAS DAILY, INCLUDING COMMON AREAS. ALKYD PRIMER COMPLYING WITH MPI#79 AND COMPATIBLE WITH TOPCOAT. A. PRODUCT DATA: MARK EACH COPY TO SHOW APPLICABLE PRODUCTS AND OPTIONS. ARCHITECT WILL i. USE OF GASOLINE-BURNING SPACE HEATERS, OPEN-FLAME HEATERS, OR SALAMANDER-TYPE HEATING K. COMPLETE THE FOLLOWING CLEANING OPERATIONS BEFORE REQUESTING INSPECTION FOR N. EPDXY ZINC-RICH PRIMER: COMPLYING WITH MPI#20 AND COMPATIBLE WITH TOPCOAT. NOT REVIEW SUBMITTALS WITHOUT PRIOR CONTRACTOR REVIEW AND STAMP OF APPROVAL. INCLUDE THE UNITS IS PROHIBITED. CERTIFICATION OF SUBSTANTIAL COMPLETION: O. GALVANIZING REPAIR PAINT: HIGH-ZINC-DUST-CONTENT PAINT COMPLYING WITH SSPC-PAINT 20 FOLLOWING: D. HEATING UNITS: LISTED AND LABELED, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING 1. REMOVE LABELS THAT ARE NOT PERMANENT. AND COMPATIBLE WITH PAINTS SPECIFIED TO BE USED OVER IT. 1. MANUFACTURER'S WRITTEN RECOMMENDATIONS, PRODUCT SPECIFICATIONS,AND INSTALLATION JURISDICTION, AND MARKED FOR INTENDED USE. 2. CLEAN TRANSPARENT MATERIALS, INCLUDING MIRRORS. REMOVE EXCESS GLAZING COMPOUNDS. P. NONSHRINK, NONMETALLIC GROUT: FACTORY-PACKAGED, NONSTAINING, NONCORROSIVE, INSTRUCTIONS, E. GENERAL: ARRANGE WITH UTILITY COMPANY, OWNER,AND EXISTING USERS FOR TIME WHEN SERVICE CAN BE REPLACE CHIPPED OR BROKEN GLASS. NONGASEOUS GROUT COMPLYING WITH ASTM C 1107. PROVIDE GROUT SPECIFICALLY RECOMMENDED 2. WIRING DIAGRAMS SHOWING FACTORY-INSTALLED WIRING. INTERRUPTED, IF NECESSARY, TO MAKE CONNECTIONS FOR TEMPORARY SERVICES. 3. CLEAN EXPOSED FINISHES TOA DUST-FREE CONDITION, FREE OF STAINS, FILMS,AND FOREIGN BY MANUFACTURER FOR INTERIOR AND EXTERIOR APPLICATIONS. l 3. PRINTED PERFORMANCE CURVES AND OPERATIONAL RANGE DIAGRAMS. F. SANITARY FACILITIES: PROVIDE TEMPORARY TOILETS, WASH FACILITIES,AND DRINKING-WATER FIXTURES. SUBSTANCES. SWEEP CONCRETE FLOORS BROOM CLEAN. Q. 2.6 FABRICATION, GENERAL 4. TESTING BY RECOGNIZED TESTING AGENCY. COMPLY WITH REGULATIONS AND HEALTH CODES FOR TYPE, NUMBER, LOCATION, OPERATION,AND MAINTENANCE 4. VACUUM CARPETED SURFACES AND WAX RESILIENT FLOORING. R. SHOP ASSEMBLY: PREASSEMBLE ITEMS IN THE SHOP TO GREATEST EXTENT POSSIBLE. USE 5. COMPLIANCE WITH SPECIFIED STANDARDS AND REQUIREMENTS. OF FIXTURES AND FACILITIES. 5. WIPE SURFACES OF MECHANICAL AND ELECTRICAL EQUIPMENT. REMOVE EXCESS LUBRICATION. CONNECTIONS THAT MAINTAIN STRUCTURAL VALUE OF JOINED PIECES. B. SHOP DRAWINGS: PREPARE PROJECT-SPECIFIC INFORMATION, DRAWN ACCURATELY TO SCALE. DO NOT G. SANITARY FACILITIES: USE OF OWNER'S EXISTING TOILET FACILITIES WILL BE PERMITTED,AS LONG AS CLEAN PLUMBING FIXTURES. CLEAN LIGHT FIXTURES, LAMPS, GLOBES,AND REFLECTORS. S. CUT, DRILL, AND PUNCH METALS CLEANLY AND ACCURATELY. REMOVE BURRS AND EASE EDGES. BASE SHOP DRAWINGS ON REPRODUCTIONS OF THE CONTRACT DOCUMENTS OR STANDARD PRINTED DATA. FACILITIES ARE CLEANED AND MAINTAINED IN A CONDITION ACCEPTABLE TO OWNER. AT SUBSTANTIAL 6. CLEAN PROJECT SITE, YARD,AND GROUNDS, IN AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. REMOVE SHARP OR ROUGH AREAS ON EXPOSED SURFACES. SUBMIT ON SHEETS AT LEAST 11 BY 17 INCHES BUT NO LARGER THAN 30 BY 42 INCHES.ARCHITECT WILL NOT COMPLETION, RESTORE THESE FACILITIES TO CONDITION EXISTING BEFORE INITIAL USE. SWEEP PAVED AREAS; REMOVE STAINS, SPILLS,AND FOREIGN DEPOSITS. RAKE GROUNDS TO A T. WELD CORNERS AND SEAMS CONTINUOUSLY TO COMPLY WITH THE FOLLOWING: REVIEW SUBMITTALS WITHOUT PRIOR CONTRACTOR REVIEW AND STAMP OF APPROVAL. INCLUDE THE H. HEATING: PROVIDE TEMPORARY HEATING REQUIRED FOR CURING OR DRYING OF COMPLETED INSTALLATIONS SMOOTH, EVEN-TEXTURED SURFACE. 1. USE MATERIALS AND METHODS THAT MINIMIZE DISTORTION AND DEVELOP STRENGTH AND FOLLOWING: OR FOR PROTECTING INSTALLED CONSTRUCTION FROM ADVERSE EFFECTS OF LOW TEMPERATURES OR HIGH L. SUBSTANTIAL COMPLETION: BEFORE REQUESTING SUBSTANTIAL COMPLETION INSPECTION, CORROSION RESISTANCE OF BASE METALS. 1. DIMENSIONS AND IDENTIFICATION OF PRODUCTS. HUMIDITY. SELECT EQUIPMENT THAT WILL NOT HAVE A HARMFUL EFFECT ON COMPLETED INSTALLATIONS OR COMPLETE THE FOLLOWING: 2. OBTAIN FUSION WITHOUT UNDERCUT OR OVERLAP. ELEMENTS BEING INSTALLED. 1. PREPARE A LIST OF ITEMS TO BE COMPLETED AND CORRECTED P 2. FABRICATION AND INSTALLATION DRAWINGS AND ROUGHING-IN AND SETTING DIAGRAMS. (PUNCH LIST), THE VALUE OF ITEMS 3. REMOVE WELDING FLUX IMMEDIATELY. j 3. WIRING DIAGRAMS SHOWING FIELD-INSTALLED WIRING. I. PROVIDE TEMPORARY LIGHTING WITH LOCAL SWITCHING THAT PROVIDES ADEQUATE ILLUMINATION FOR ON THE LIST,AND REASONS WHY THE WORK IS NOT COMPLETE. 4. AT EXPOSED CONNECTIONS, FINISH EXPOSED WELDS AND SURFACES SMOOTH AND BLENDED. 4. A CONSTRUCTION OPERATIONS, OBSERVATIONS, INSPECTIONS,AND TRAFFIC CONDITIONS. 2. ADVISE OWNER OF PENDING INSURANCE CHANGEOVER REQUIREMENTS. U. FORM EXPOSED CONNECTIONS WITH HAIRLINE JOINTS, FLUSH AND SMOOTH, USING CONCEALED I i I 5. NOTATION OF DIMENSIONS ESTABLISHED BY FIELD MEASUREMENT. J. PROVIDE FIELD OFFICES, STORAGE AND FABRICATION SHEDS,AND OTHER SUPPORT FACILITIES AS NECESSARY 3. SUBMIT SPECIFIC WARRANTIES, MAINTENANCE SERVICE AGREEMENTS,AND SIMILAR DOCUMENTS. FASTENERS OR WELDS WHERE POSSIBLE, LOCATE JOINTS WHERE LEAST CONSPICUOUS. C. SAMPLES: SUBMIT SAMPLES FOR REVIEW OF KIND, COLOR, PATTERN,AND TEXTURE AND FOR A FOR CONSTRUCTION OPERATIONS. 4. OBTAIN AND SUBMIT RELEASES PERMITTING OWNER UNRESTRICTED USE OF THE WORK AND V. FABRICATE SEAMS AND OTHER CONNECTIONS THAT WILL BE EXPOSED TO WEATHER INA MANNER COMPARISON OF THESE CHARACTERISTICS BETWEEN SUBMITTAL AND ACTUAL COMPONENT AS DELIVERED K. PROVIDE WASTE-COLLECTION CONTAINERS IN SIZES ADEQUATE TO HANDLE WASTE FROM CONSTRUCTION ACCESS TO SERVICES AND UTILITIES. INCLUDE OCCUPANCY PERMITS, OPERATING CERTIFICATES,AND TO EXCLUDE WATER. PROVIDE WEEP HOLES WHERE WATER MAY ACCUMULATE. AND INSTALLED. INCLUDE NAME OF MANUFACTURER AND PRODUCT NAME ON LABEL.ARCHITECT WILL NOT OPERATIONS. COLLECT WASTE DAILY AND, WHEN CONTAINERS ARE FULL, LEGALLY DISPOSE OF WASTE OFF-SITE. SIMILAR RELEASES W. WHERE UNITS ARE INDICATED TO BE CAST INTO CONCRETE OR BUILT INTO MASONRY, EQUIP WITH COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 5. SUBMIT RECORD DRAWINGS, OPERATION AND MAINTENANCE MANUALS,AND SIMILAR FINAL INTEGRALLY WELDED STEEL STRAP ANCHORS NOT LESS THAN 24 INCHES (600 MM) O.C. REVIEW SUBMITTALS WITHOUT PRIOR CONTRACTOR REVIEW AND STAMP OF APPROVAL. I 1. IF VARIATION IS INHERENT IN MATERIAL OR PRODUCT, SUBMIT AT LEAST THREE (3) SETS OF PAIRED L. INSTALL PROJECT IDENTIFICATION AND OTHER SIGNS IN LOCATIONS APPROVED BY OWNER TO INFORM THE RECORD INFORMATION. X. METAL LADDERS: COMPLY WITH ANSI A14.3 UNLESS OTHERWISE INDICATED. PROVIDE EITHER UNITS THAT SHOW VARIATIONS. PUBLIC AND PERSONS SEEKING ENTRANCE TO PROJECT. 6. DELIVER TOOLS, SPARE PARTS, EXTRA MATERIALS,AND SIMILAR ITEMS. STEEL OR ALUMINUM LADDERS: M. PROVIDE TEMPORARY ENVIRONMENTAL PROTECTION, OPERATE TEMPORARY FACILITIES, AND CONDUCT 7. MAKE FINAL CHANGEOVER OF PERMANENT LOCKS AND DELIVER KEYS TO OWNER. 2.2 INFORMATION SUBMITTALS CONSTRUCTION IN WAYS AND BY METHODS THAT COMPLY WITH ENVIRONMENTAL REGULATIONS AND THAT 8. COMPLETE STARTUP TESTING OF SYSTEMS. A. QUALIFICATION DATA: INCLUDE LISTS OF COMPLETED PROJECTS WITH PROJECT NAMES AND ADDRESSES, MINIMIZE POSSIBLE AIR, WATERWAY, AND SUBSOIL CONTAMINATION OR POLLUTION OR OTHER UNDESIRABLE 9. REMOVE TEMPORARY FACILITIES AND CONTROLS. NAMES AND ADDRESSES OF ARCHITECTS AND OWNERS, AND OTHER INFORMATION SPECIFIED. ARCHITECT EFFECTS. 10. SUBMIT CHANGEOVER INFORMATION RELATED TO OWNER'S OCCUPANCY, USE, OPERATION,AND WILL NOT REVIEW SUBMITTALS WITHOUT PRIOR CONTRACTOR REVIEW AND STAMP OF APPROVAL. N. PROVIDE MEASURES TO PREVENT SOIL EROSION AND DISCHARGE OF SOIL-BEARING WATER RUNOFF AND MAINTENANCE. B. PRODUCT CERTIFICATES: PREPARE WRITTEN STATEMENTS ON MANUFACTURER'S LETTERHEAD AIRBORNE DUST TO ADJACENT PROPERTIES AND WALKWAYS,ACCORDING TO REQUIREMENTS OF AUTHORITIES 11. COMPLETE FINAL CLEANING REQUIREMENTS, INCLUDING TOUCH-UP PAINTING. CERTIFYING THAT PRODUCT COMPLIES WITH REQUIREMENTS IN THE CONTRACT DOCUMENTS. HAVING JURISDICTION. 12. TOUCH UP AND OTHERWISE REPAIR AND RESTORE MARRED EXPOSED FINISHES TO ELIMINATE O. PROVIDE TEMPORARY ENCLOSURES FOR PROTECTION OF CONSTRUCTION AND WORKERS FROM INCLEMENT VISUAL DEFECTS. SECTION 061000-ROUGH CARPENTRY 2.3 DELEGATED DESIGN WEATHER AND FOR CONTAINMENT OF HEAT. M. SUBMIT A WRITTEN REQUEST FOR INSPECTION FOR SUBSTANTIAL COMPLETION. ON RECEIPT OF I A. PERFORMANCE AND DESIGN CRITERIA: WHERE PROFESSIONAL DESIGN SERVICES OR CERTIFICATIONS BY P. PROVIDE FLOOR-TO-CEILING DUSTPROOF PARTITIONS TO LIMIT DUST AND DIRT MIGRATION AND TO SEPARATE REQUEST,ARCHITECT WILL PROCEED WITH INSPECTION OR ADVISE CONTRACTOR OF UNFULFILLED A. SUBMITTALS: MODEL CODE EVALUATION REPORTS FOR WOOD-PRESERVATIVE TREATED WOOD, I A DESIGN PROFESSIONAL ARE SPECIFICALLY REQUIRED OF CONTRACTOR BY THE CONTRACT DOCUMENTS, AREAS OCCUPIED BY TENANTS FROM FUMES AND NOISE. REQUIREMENTS. ARCHITECT WILL PREPARE THE CERTIFICATE OF SUBSTANTIAL COMPLETION AFTER FIRE-RETARDANT TREATED WOOD, ENGINEERED WOOD PRODUCTS AND METAL FRAMING ANCHORS, Q. COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION FOR ERECTING STRUCTURALLY INSPECTION OR WILL ADVISE CONTRACTOR OF ITEMS THAT MUST BE COMPLETED OR CORRECTED B. LUMBER: PROVIDE DRESSED LUMBER, S4S, MARKED WITH GRADE STAMP OF INSPECTION AGENCY. PROVIDE PRODUCTS AND SYSTEMS COMPLYING WITH SPECIFIC PERFORMANCE AND DESIGN CRITERIA ADEQUATE BARRICADES, INCLUDING WARNING SIGNS AND LIGHTING. INDICATED. BEFORE CERTIFICATE WILL BE ISSUED. C. ENGINEERED WOOD PRODUCTS: ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND FOR 1. IF CRITERIA INDICATED ARE NOT SUFFICIENT TO PERFORM SERVICES OR CERTIFICATION REQUIRED, R. FURNISH AND INSTALL SITE ENCLOSURE FENCE INA MANNER THAT WILL PREVENT PEOPLE AND ANIMALS FROM N. REQUEST INSPECTION FOR FINAL COMPLETION, ONCE THE FOLLOWING ARE COMPLETE: WHICH CURRENT MODEL CODE RESEARCH OR EVALUATION REPORTS EXIST THAT SHOW COMPLIANCE SUBMIT A WRITTEN REQUEST FOR ADDITIONAL INFORMATION TO ARCHITECT. EASILY ENTERING SITE EXCEPT BY ENTRANCE GATES. 1. SUBMIT A COPY OF SUBSTANTIAL COMPLETION INSPECTION LIST STATING THAT EACH ITEM HAS WITH BUILDING CODE IN EFFECT FOR PROJECT. B. DELEGATED-DESIGN SUBMITTAL: IN ADDITION TO SHOP DRAWINGS, PRODUCT DATA,AND OTHER S. INSTALL AND MAINTAIN TEMPORARY FIRE-PROTECTION FACILITIES. COMPLY WITH NFPA 241. BEEN COMPLETED OR OTHERWISE RESOLVED FOR ACCEPTANCE. D. PRESERVATIVE-TREATED MATERIALS: AWPA C2 REQUIRED SUBMITTALS, SUBMIT THREE COPIES OF A STATEMENT, SIGNED AND SEALED BY THE RESPONSIBLE T. TEMPORARY UTILITIES: AT EARLIEST FEASIBLE TIME,WHEN ACCEPTABLE TO OWNER, CHANGE OVER FROM USE 2. INSTRUCT OWNER'S PERSONNEL IN OPERATION,ADJUSTMENT, AND MAINTENANCE OF PRODUCTS, 1. USE TREATMENT CONTAINING NO ARSENIC OR CHROMIUM. DESIGN PROFESSIONAL, FOR EACH PRODUCT AND SYSTEM SPECIFICALLY ASSIGNED TO CONTRACTOR TO BE OF TEMPORARY SERVICE TO USE OF PERMANENT SERVICE. EQUIPMENT,AND SYSTEMS. 2. KILN-DRY LUMBER AFTER TREATMENT TO A MAXIMUM MOISTURE CONTENT OF 19 PERCENT. DESIGNED OR CERTIFIED BY A DESIGN PROFESSIONAL. U. REMOVE TEMPORARY FACILITIES AND CONTROLS NO LATER THAN SUBSTANTIAL COMPLETION. PERSONNEL O. REQUEST REINSPECTION WHEN THE WORK IDENTIFIED IN PREVIOUS INSPECTIONS AS INCOMPLETE IS 3. MARK LUMBER WITH TREATMENT QUALITY MARK OF AN INSPECTION AGENCY APPROVED BY 1. INDICATE THAT PRODUCTS AND SYSTEMS COMPLY WITH PERFORMANCE AND DESIGN CRITERIA IN THE REMAINING AFTER SUBSTANTIAL COMPLETION WILL BE PERMITTED TO USE PERMANENT FACILITIES, UNDER COMPLETED OR CORRECTED. THE ALSC BOARD OF REVIEW. CONTRACT DOCUMENTS. INCLUDE LIST OF CODES, LOADS, AND OTHER FACTORS USED IN PERFORMING CONDITIONS ACCEPTABLE TO OWNER. P. SUBMIT A WRITTEN REQUEST FOR FINAL INSPECTION FOR ACCEPTANCE. ON RECEIPT OF REQUEST, E. PROVIDE PRESERVATIVE-TREATED MATERIALS FOR ITEMS INDICATED ON DRAWINGS,AND THE THESE SERVICES. ARCHITECT WILL PROCEED WITH INSPECTION OR ADVISE CONTRACTOR OF UNFULFILLED REQUIREMENTS. FOLLOWING: EMBASSY CENTER SECTION 016000- PRODUCT REQUIREMENTS ARCHITECT WILL PREPARE FINAL CERTIFICATE FOR PAYMENT AFTER INSPECTION OR WILL ADVISE 1. WOOD MEMBERS IN CONNECTION WITH ROOFING, FLASHING,VAPOR BARRIERS,AND - RENOVATIONS 2.4 CONTRACTOR'S CONSTRUCTION SCHEDULE CONTRACTOR OF ITEMS THAT MUST BE COMPLETED OR CORRECTED BEFORE CERTIFICATE WILL BE WATERPROOFING. '. A. GANTT-CHART SCHEDULE: SUBMIT A COMPREHENSIVE, FULLY DEVELOPED, HORIZONTAL GANTT-CHART- A. THE TERM"PRODUCT' INCLUDES THE TERMS"MATERIAL,""EQUIPMENT;"'SYSTEM,"AND TERMS OF SIMILAR INTENT. ISSUED. 2. CONCEALED MEMBERS IN CONTACT WITH MASONRY OR CONCRETE. 9020 SW WASHINGTON TYPE SCHEDULE. B. PRODUCT SUBSTITUTIONS: SUBSTITUTIONS INCLUDE CHANGES IN PRODUCTS, MATERIALS, EQUIPMENT, AND Q. ENGAGE QUALIFIED INSTRUCTORS TO INSTRUCT OWNER'S PERSONNEL TO ADJUST, OPERATE,AND 3. WOOD FRAMING MEMBERS THAT ARE LESS THAN 18 INCHES (460 MM)ABOVE THE GROUND. SQUARE RD. B. PREPARATION: INDICATE EACH SIGNIFICANT CONSTRUCTION ACTIVITY SEPARATELY. IDENTIFY FIRST METHODS OF CONSTRUCTION FROM THOSE REQUIRED BY THE CONTRACT DOCUMENTS AND PROPOSED BY MAINTAIN SYSTEMS, SUBSYSTEMS,AND EQUIPMENT NOT PART OF A SYSTEM. INCLUDE A DETAILED 4. WOOD FLOOR PLATES THAT ARE INSTALLED OVER CONCRETE SLABS-ON-GRADE. I TIGARD, OR 97223 WORKDAY OF EACH WEEK WITH A CONTINUOUS VERTICAL LINE. CONTRACTOR AFTER AWARD OF THE CONTRACT. REVIEW OF THE FOLLOWING: F. FIRE-RETARDANT-TREATED MATERIALS: COMPLY WITH PERFORMANCE REQUIREMENTS IN 1. SUBMIT THREE (3) COPIES OF EACH REQUEST FOR PRODUCT SUBSTITUTION. 1. INCLUDE INSTRUCTION FOR BASIS OF SYSTEM DESIGN AND OPERATIONAL REQUIREMENTS, REVIEW AWPA C20. PART 3- EXECUTION 2. SUBMIT REQUESTS WITHIN (7) DAYS AFTER THE NOTICE OF AWARD. OF DOCUMENTATION, EMERGENCY PROCEDURES, OPERATIONS,ADJUSTMENTS, TROUBLESHOOTING, 1. USE EXTERIOR TYPE FOR EXTERIOR LOCATIONS AND WHERE INDICATED. 3.1 SUBMITTAL REVIEW 3. DO NOT SUBMIT UNAPPROVED SUBSTITUTIONS ON SHOP DRAWINGS OR OTHER SUBMITTALS. MAINTENANCE, AND REPAIRS. 2. USE INTERIOR TYPE A, HIGH TEMPERATURE(HT) FOR ENCLOSED ROOF FRAMING, FRAMING IN i A. REVIEW EACH SUBMITTAL AND CHECK FOR COORDINATION WITH OTHER WORK OF THE CONTRACT AND 4. IDENTIFY PRODUCT TO BE REPLACED AND SHOW COMPLIANCE WITH REQUIREMENTS FOR SUBSTITUTIONS. ATTIC SPACES, AND WHERE INDICATED. FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. NOTE CORRECTIONS AND FIELD DIMENSIONS. MARK INCLUDE A DETAILED COMPARISON OF SIGNIFICANT QUALITIES OF PROPOSED SUBSTITUTION WITH THOSE OF THE 3. USE INTERIOR TYPE A, UNLESS OTHERWISE INDICATED. WITH APPROVAL STAMP BEFORE SUBMITTING TO ARCHITECT. WORK SPECIFIED,A LIST OF CHANGES NEEDED TO OTHER PARTS OF THE WORK REQUIRED TO ACCOMMODATE 4. IDENTIFY WITH APPROPRIATE CLASSIFICATION MARKING OF A TESTING AND INSPECTING B. ARCHITECT WILL REVIEW EACH ACTION SUBMITTAL, MAKE MARKS TO INDICATE CORRECTIONS OR PROPOSED SUBSTITUTION, AND ANY PROPOSED CHANGES IN THE CONTRACT SUM OR THE CONTRACT TIME AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. MODIFICATIONS REQUIRED, STAMP AND MARK AS APPROPRIATE TO INDICATE ACTION TAKEN,AND RETURN SHOULD THE SUBSTITUTION BE ACCEPTED. G. PROVIDE FIRE-RETARDANT TREATED MATERIALS FOR ITEMS INDICATED ON DRAWINGS. COPIES LESS THOSE RETAINED. 5. ARCHITECT WILL REVIEW THE PROPOSED SUBSTITUTION AND NOTIFY CONTRACTOR OF ITS ACCEPTANCE OR H. DIMENSION LUMBER: REJECTION. 1. SEE STRUCTURAL SHEETS 3.2 CONTRACTOR'S CONSTRUCTION SCHEDULE C. COMPARABLE PRODUCT REQUESTS: 2. MAXIMUM MOISTURE CONTENT: 15 PERCENT A. DISTRIBUTE COPIES OF APPROVED SCHEDULE TO OWNER,ARCHITECT, SUBCONTRACTORS, TESTING AND 1. SUBMIT THREE (3) COPIES OF EACH REQUEST FOR COMPARABLE PRODUCT. DO NOT SUBMIT UNAPPROVED I. EXPOSED BOARDS: HEM-FIR, SELECT MERCHANTABLE OR NO. 1 COMMON: NLGA, WCLIB, OR INSPECTING AGENCIES,AND PARTIES IDENTIFIED BY CONTRACTOR WITH A NEED-TO-KNOW SCHEDULE PRODUCTS ON SHOP DRAWINGS OR OTHER SUBMITTALS. WWPA; OR[SPRUCE-PINE-FIR, SELECT MERCHANTABLE OR NO. 1 COMMON: NELMA, NLGA, WCLIB, OR RESPONSIBILITY. WHEN REVISIONS ARE MADE, DISTRIBUTE UPDATED SCHEDULES TO THE SAME PARTIES. 2. IDENTIFY PRODUCT TO BE REPLACED AND SHOW COMPLIANCE WITH REQUIREMENTS FOR COMPARABLE WWPA; WITH 15 PERCENT MAXIMUM MOISTURE CONTENT. I Project#18-097 B. UPDATING: AT WEEKLY INTERVALS, UPDATE SCHEDULE TO REFLECT ACTUAL CONSTRUCTION PRODUCT REQUESTS. INCLUDE A DETAILED COMPARISON OF SIGNIFICANT QUALITIES OF PROPOSED SUBSTITUTION J. CONCEALED BOARDS: NORTHERN SPECIES, NO. 3 COMMON: NLGA; OR WESTERN WOODS, PROGRESS AND ACTIVITIES. ISSUE SCHEDULE 2 DAYS BEFORE EACH REGULARLY SCHEDULED PROGRESS WITH THOSE OF THE WORK SPECIFIED. STANDARD: WCLIB; OR NO. 3 COMMON: WWPA; WITH 15 PERCENT MAXIMUM MOISTURE CONTENT. � Yll MEETING. 3. ARCHITECT WILL REVIEW THE PROPOSED PRODUCT AND NOTIFY CONTRACTOR OF ITS ACCEPTANCE OR K. MISCELLANEOUS LUMBER: CONSTRUCTION, OR NO. 2 GRADE WITH 15 PERCENT MAXIMUM �C 1. AS THE WORK PROGRESSES, INDICATE ACTUAL COMPLETION PERCENTAGE FOR EACH ACTIVITY. REJECTION. MOISTURE CONTENT OF ANY SPECIES. PROVIDE FOR NAILERS, BLOCKING, AND SIMILAR MEMBERS. S�' E D. DELIVER, STORE,AND HANDLE PRODUCTS USING MEANS AND METHODS THAT WILL PREVENT DAMAGE, L. ENGINEERED WOOD PRODUCTS WITH ALLOWABLE DESIGN STRESSES,AS PUBLISHED BY giN 5 MANUFACTURER, THAT MEET OR EXCEED THOSE INDICATED. MANUFACTURER'S PUBLISHED VALUES S DETERIORATION,AND LOSS, INCLUDING THEFT. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. D: C5' i 1. SCHEDULE DELIVERY TO MINIMIZE LONG-TERM STORAGE AT PROJECT SITE AND TO PREVENT OVERCROWDING SHALL BE DEMONSTRATED BY COMPREHENSIVE TESTING. C 1 I ° OF CONSTRUCTION SPACES. M. LAMINATED-VENEER LUMBER: MANUFACTURED WITH EXTERIOR-TYPE ADHESIVE COMPLYING WITH 3 2. DELIVER PRODUCTS TO PROJECT SITE IN MANUFACTURER'S ORIGINAL SEALED CONTAINER OR PACKAGING, ASTM D 2559. ALLOWABLE DESIGN VALUES DETERMINED ACCORDING TO ASTM D 5456. @ COMPLETE WITH LABELS AND INSTRUCTIONS FOR HANDLING, STORING, UNPACKING, PROTECTING,AND INSTALLING. 1. EXTREME FIBER STRESS IN BENDING, EDGEWISE: 2900 PSI (20.0 MPA) FOR 12-INCH NOMINAL- REGONm 3. INSPECT PRODUCTS ON DELIVERY TO ENSURE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND TO (286-MM ACTUAL-) DEPTH MEMBERS. �}O E ' SECTION 014000-QUALITY REQUIREMENTS ENSURE THAT PRODUCTS ARE UNDAMAGED AND PROPERLY PROTECTED. 2. MODULUS OF ELASTICITY, EDGEWISE: 2,000,000 PSI (13 800 MPA). Y i I ' 4. STORE MATERIALS INA MANNER THAT WILL NOT ENDANGER PROJECT STRUCTURE. N. WOOD I-JOISTS: PREFABRICATED UNITS, MADE WITH SOLID OR STRUCTURAL COMPOSITE LUMBER �F Off' I FLANGES AND WOOD-BASED STRUCTURAL PANEL WEBS, LET INTO AND BONDED TO FLANGES. a A. TESTING AND INSPECTING SERVICES ARE REQUIRED TO VERIFY COMPLIANCE WITH REQUIREMENTS 5. STORE PRODUCTS THAT ARE SUBJECT TO DAMAGE BY THE ELEMENTS, UNDERCOVER INA WEATHERTIGHT JONATHAN DUNN, ARCHITECT SPECIFIED OR INDICATED. THESE SERVICES DO NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR ENCLOSURE ABOVE GROUND, WITH VENTILATION ADEQUATE TO PREVENT CONDENSATION. PROVIDE UNITS COMPLYING WITH MATERIAL REQUIREMENTS OF AND WITH STRUCTURAL CAPACITIES m COMPLIANCE WITH THE CONTRACT DOCUMENT REQUIREMENTS. E. WARRANTIES SPECIFIED IN OTHER SECTIONS SHALL BE IN ADDITION TO,AND RUN CONCURRENT WITH, OTHER ESTABLISHED AND MONITORED ACCORDING TO ASTM D 5055. PERMIT SET I a) 1. TESTING AND INSPECTING SERVICES ARE SPECIFIED IN OTHER SECTIONS OF THESE SPECIFICATIONS OR WARRANTIES REQUIRED BY THE CONTRACT DOCUMENTS. MANUFACTURER'S DISCLAIMERS AND LIMITATIONS ON 1. WEB MATERIAL: EITHER ORIENTED STRAND BOARD OR PLYWOOD, EXPOSURE 1. 08.08.19 UI ARE REQUIRED BY AUTHORITIES HAVING JURISDICTION AND SHALL BE PERFORMED BY INDEPENDENT PRODUCT WARRANTIES DO NOT RELIEVE CONTRACTOR OF OBLIGATIONS UNDER REQUIREMENTS OF THE CONTRACT 2. STRUCTURAL PROPERTIES: PROVIDE UNITS WITH DEPTHS AND DESIGN VALUES NOT LESS REV DESCRIPTION DATE o TESTING AGENCIES. DOCUMENTS. THAN THOSE INDICATED. 1 U 2. WHERE QUALITY-CONTROL SERVICES ARE INDICATED AS CONTRACTOR'S RESPONSIBILITY, ENGAGE A F. PROVIDE PRODUCTS THAT COMPLY WITH THE CONTRACT DOCUMENTS,ARE UNDAMAGED,AND ARE NEW AT THE 3. PROVIDE UNITS COMPLYING WITH APA PRI-400, FACTORY MARKED WITH NOMINAL JOIST DEPTH, QUALIFIED TESTING AGENCY TO PERFORM THESE SERVICES. TIME OF INSTALLATION. JOIST CLASS, SPAN RATINGS, MILL IDENTIFICATION,AND COMPLIANCE WITH APA STANDARD. a1 li O. RIM BOARDS: PRODUCT DESIGNED TO BE USED AS A LOAD-BEARING MEMBER AND TO BRACE 3. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING TIMES FOR TESTS, INSPECTIONS,AND OBTAINING 1. PROVIDE PRODUCTS COMPLETE WITH ACCESSORIES, TRIM, FINISH, AND OTHER DEVICES AND COMPONENTS WOOD I-JOISTS AT BEARING ENDS, COMPLYING WITH RESEARCH/EVALUATION REPORT FOR I-JOISTS. a SAMPLES AND NOTIFYING TESTING AGENCY. NEEDED FOR A COMPLETE INSTALLATION AND THE INTENDED USE AND EFFECT. 1. MATERIAL: GLUED-LAMINATED WOOD OR PRODUCT MADE FROM ANY COMBINATION SOLID m 2. DESCRIPTIVE, PERFORMANCE,AND REFERENCE STANDARD REQUIREMENTS IN THE SPECIFICATIONS ESTABLISH E RETESTING AND REINSPECTING: CONTRACTOR SHALL PAY FOR ADDITIONAL TESTING AND INSPECTING "SALIENT CHARACTERISTICS"OF PRODUCTS. LUMBER, WOOD STRANDS, AND VENEERS. w REQUIRED AS A RESULT OF TESTS AND INSPECTIONS INDICATING NONCOMPLIANCE WITH REQUIREMENTS. G. PRODUCT SELECTION PROCEDURES: 2. THICKNESS: 1-1/4 INCHES (32 MM). c 1. WHERE SPECIFICATIONS NAME A SINGLE PRODUCT OR MANUFACTURER, PROVIDE THE ITEM INDICATED THAT m B. SUBMITTALS: TESTING AGENCY SHALL SUBMIT A CERTIFIED WRITTEN REPORT OF EACH TEST AND COMPLIES WITH REQUIREMENTS. INSPECTION TO CONTRACTOR, OWNER, ARCHITECT,AND TO AUTHORITIES HAVING JURISDICTION WHEN THEY SO 2. WHERE SPECIFICATIONS INCLUDE A LIST OF NAMES OF PRODUCTS OR MANUFACTURERS, PROVIDE ONE OF THE DIRECT. REPORTS OF EACH INSPECTION, TEST, OR SIMILAR SERVICE SHALL INCLUDE THE FOLLOWING: ITEMS INDICATED THAT COMPLIES WITH REQUIREMENTS. 1. NAME, ADDRESS,AND TELEPHONE NUMBER OF TESTING AGENCY. 3. WHERE SPECIFICATIONS INCLUDE A LIST OF NAMES OF PRODUCTS OR MANUFACTURERS,ACCOMPANIED BY THE E 2. PROJECT TITLE AND NUMBER. TERM "AVAILABLE PRODUCTS"OR"AVAILABLE MANUFACTURERS," PROVIDE ONE OF THE NAMED ITEMS THAT I E 3. DATE OF ISSUE. COMPLIES WITH REQUIREMENTS. COMPLY WITH PROVISIONS FOR"COMPARABLE PRODUCT REQUESTS" FOR m 4. DATES AND LOCATIONS OF SAMPLES AND TESTS OR INSPECTIONS. CONSIDERATION OF AN UNNAMED PRODUCT. j 5. RECORD OF TEMPERATURE AND WEATHER CONDITIONS AT TIME OF SAMPLE TAKING AND TESTING AND 4. WHERE SPECIFICATIONS NAME A PRODUCT AS THE "BASIS-OF-DESIGN"AND INCLUDE A LIST OF jj INSPECTING. MANUFACTURERS, PROVIDE THE NAMED PRODUCT. COMPLY WITH PROVISIONS FOR"COMPARABLE PRODUCT 6. NAMES OF INDIVIDUALS MAKING TESTS AND INSPECTIONS. REQUESTS"FOR CONSIDERATION OF AN UNNAMED PRODUCT BY THE OTHER NAMED MANUFACTURERS. 7. DESCRIPTION OF THE WORK AND TEST AND INSPECTION METHOD. 5. WHERE SPECIFICATIONS NAME A SINGLE PRODUCT AS THE"BASIS-OF-DESIGN"AND NO OTHER w 2 8. COMPLETE TEST OR INSPECTION DATA, TEST AND INSPECTION RESULTS,AN INTERPRETATION OF TEST MANUFACTURERS ARE NAMED, PROVIDE THE NAMED PRODUCT. COMPLY WITH PROVISIONS FOR"COMPARABLE D °- RESULTS, AND COMMENTS OR PROFESSIONAL OPINION ON WHETHER TESTED OR INSPECTED WORK PRODUCT REQUESTS" FOR CONSIDERATION OF AN UNNAMED PRODUCT BY ANOTHER MANUFACTURER. 0 COMPLIES WITH THE CONTRACT DOCUMENT REQUIREMENTS. H. UNLESS OTHERWISE INDICATED,ARCHITECT WILL SELECT COLOR, PATTERN, AND TEXTURE OF EACH PRODUCT A701 o c.1 9. RECOMMENDATIONS ON RETESTING AND REINSPECTING. FROM MANUFACTURER'S FULL RANGE OF OPTIONS THAT INCLUDES BOTH STANDARD AND PREMIUM ITEMS. m eli10. NAME AND SIGNATURE OF LABORATORY INSPECTOR. C. TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT AGENCY WITH THE EXPERIENCE AND CAPABILITY TO SPECIFICATIONS g C4CONDUCT TESTING AND INSPECTING INDICATED;AND WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION, °' THAT IS ACCEPTABLE TO AUTHORITIES. I 3 L_ e SECTION 061000-ROUGH CARPENTRY(CONTINUED) SECTION 072500 WEATHER BARRIERS(CONTINUED) SECTION 072500 WEATHER BARRIERS (CONTINUED) ■ P. TELEPHONE AND ELECTRICAL EQUIPMENT BACKING PANELS: PLYWOOD, EXPOSURE 1, C-D E. PERFORMANCE CHARACTERISTICS: O. THRU-WALL FLASHING INSTALLATION PLUGGED, FIRE-RETARDANT TREATED, NOT LESS THAN 1/2 INCH (12.7 MM)THICK. 1. AIR PENETRATION: 0.001 CFM/FT2 AT 75 PA, WHEN TESTED IN ACCORDANCE WITH ASTM E779 OR 1. APPLY PRIMER PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Q. FASTENERS: SIZE AND TYPE INDICATED. WHERE ROUGH CARPENTRY IS EXPOSED TO WEATHER, EQUIVALENT METHOD APPROVED BY THE BUILDING OFFICIAL. 2. INSTALL PREFORMED CORNERS AND END DAMS BEDDED IN SEALANT IN APPROPRIATE LOCATIONS IN GROUND CONTACT, OR IN AREA OF HIGH RELATIVE HUMIDITY, PROVIDE FASTENERS WITH HOT-DIP 2. WATER VAPOR TRANSMISSION: 28 PERMS, WHEN TESTED IN ACCORDANCE WITH ASTM E96, METHOD B. ALONG WALL. ZINC COATING COMPLYING WITH ASTM A 153/A 153M 3. WATER PENETRATION RESISTANCE: 280 CM WHEN TESTED IN ACCORDANCE WITH AATCC TEST METHOD 3. STARTING AT A CORNER, REMOVE RELEASE SHEET AND APPLY MEMBRANE TO PRIMED SURFACES 1. POWER-DRIVEN FASTENERS: CABO NER-272. 127. IN LENGTHS OF 8 TO 10 FEET. 2. BOLTS: STEEL BOLTS COMPLYING WITH ASTM A 307, GRADE A(ASTM F 568, PROPERTY 4. BASIS WEIGHT: 2.7 OZ/YD2, WHEN TESTED IN ACCORDANCE WITH TAPPI TEST METHOD T-410. 4. EXTEND MEMBRANE THROUGH WALL AND LEAVE 1/4 INCH MINIMUM EXPOSED TO FORM DRIP EDGE. CLASS 4.6); WITH ASTM A 563(ASTM A 563M) HEX NUTS AND, WHERE INDICATED, FLAT WASHERS. 5. AIR RESISTANCE:AIR INFILTRATION AT>1500 SECONDS,WHEN TESTED IN ACCORDANCE WITH TAPPI 5. ROLL FLASHING INTO PLACE. ENSURE CONTINUOUS AND DIRECT CONTACT WITH SUBSTRATE. R. METAL FRAMING ANCHORS: STRUCTURAL CAPACITY, TYPE, AND SIZE INDICATED. TEST METHOD T-460. 6. LAP ENDS AND OVERLAP PREFORMED CORNERS 4 INCHES MINIMUM, SEAL ALL LAPS WITH SEALANT. 1. USE ANCHORS MADE FROM HOT-DIP GALVANIZED STEEL COMPLYING WITH ASTM A 653/A 653M, 6. TENSILE STRENGTH: 38/35 LBS/IN., WHEN TESTED IN ACCORDANCE WITH ASTM D882, METHOD A. 7. TRIM EXTERIOR EDGE OF MEMBRANE 1-INCH AND SECURE METAL DRIP EDGE PER G60(Z180) COATING DESIGNATION FOR INTERIOR LOCATIONS WHERE STAINLESS STEEL IS NOT 7. TEAR RESISTANCE: 12/10 LBS., WHEN TESTED IN ACCORDANCE WITH ASTM D1117. MANUFACTURER'S WRITTEN INSTRUCTIONS. INDICATED. 8. SURFACE BURNING CHARACTERISTICS: CLASS A, WHEN TESTED IN ACCORDANCE WITH ASTM E 84. 8. TERMINATE MEMBRANE ON VERTICAL WALL. [TERMINATE INTO REGLET, COUNTERFLASHING OR WOODBLOCK ARCHITECTURE,INC. 827 SW 2NO300 2. USE ANCHORS MADE FROM STAINLESS STEEL COMPLYING WITH ASTM A 666, TYPE 304 FOR FLAME SPREAD: 10, SMOKE DEVELOPED: 10. WITH TERMINATION BAR.] PORTLAND,OR AVEN97204UITE P 503.889.0804 EXTERIOR LOCATIONS AND WHERE INDICATED. F. ACCESSORIES 9. APPLY SEALANT BEAD AT EACH TERMINATION. S. SILL-SEALER: CLOSED-CELL NEOPRENE FOAM, 1/4 INCH (6.4 MM)THICK. 1. SEAM TAPE: 3 INCH WIDE, DUPONTT"' TYVEK®TAPE FOR COMMERCIAL APPLICATIONS OR AS P. THRU-WALL FLASHING/WEATHER BARRIER INTERFACE AT BASE OF WALL T. SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, TRUE TO LINE, RECOMMENDED BY WEATHER BARRIER MANUFACTURER 1. OVERLAP THRU-WALL FLASHING WITH WEATHER BARRIER BY 6-INCHES. CUT, AND FITTED. LOCATE NAILERS, BLOCKING, AND SIMILAR SUPPORTS TO COMPLY WITH 2. FASTENERS: 2. MECHANICALLY FASTEN BOTTOM OF WEATHER BARRIER THROUGH TOP OF THRU-WALL FLASHING. REQUIREMENTS FOR ATTACHING OTHER CONSTRUCTION. 3. TYVEKO WRAP CAPS,AS DISTRIBUTED BY DUPONT: #4 NAILS WITH LARGE 1-INCH PLASTIC CAP 3. SEAL VERTICAL AND HORIZONTAL SEAMS WITH TAPE OR SEALING MEMBRANE. U. SECURELY ATTACH ROUGH CARPENTRY TO SUBSTRATES, COMPLYING WITH THE FOLLOWING: FASTENERS, OR 1-INCH PLASTIC CAP STAPLES WITH LEG LENGTH SUFFICIENT TO ACHIEVE A MINIMUM Q. THRU-WALL FLASHING/WEATHER BARRIER INTERFACE AT SHELF ANGLE CABO NER-272 FOR POWER-DRIVEN FASTENERS. PUBLISHED REQUIREMENTS OF METAL FRAMING PENETRATION OF 5/8-INCH INTO THE WOOD STUD. 1. SEAL WEATHER BARRIER TO BOTTOM OF SHELF ANGLE WITH SEALING MEMBRANE. ANCHOR MANUFACTURER. G. SEALANTS: PROVIDE SEALANTS THAT COMPLY WITH ASTM C920, ELASTOMERIC POLYMER SEALANT TO 2. APPLY THRU-WALL FLASHING TO TOP OF SHELF ANGLE. OVERLAP THRU-WALL FLASHING WITH MAINTAIN WATERTIGHT CONDITIONS. WEATHER BARRIER BY 6-INCHES. 1. PRODUCTS: DUPONT TIM COMMERCIAL SEALANT OR SEALANTS RECOMMENDED BY THE WEATHER 3. SEAL BOTTOM OF WEATHER BARRIER TO THRU-WALL FLASHING WITH TAPE OR SEALING BARRIER MANUFACTURER. MEMBRANE. SECTION 072600-UNDER-SLAB VAPOR BARRIER 2. ADHESIVES: PROVIDE ADHESIVE RECOMMENDED BY WEATHER BARRIER MANUFACTURER. R. THRU-WALL FLASHING/WEATHER BARRIER INTERFACE AT WINDOW HEAD i. PRODUCTS: LIQUID NAILS®LN-109, DENSO BUTYL LIQUID, 3M HIGH STRENGTH 90, SIA 655, ADHESIVES 1. CUT FLAP IN WEATHER BARRIER AT WINDOW HEAD. 1. SUBMITTALS: PRODUCT DATA, SAMPLES, MFR INSTALLATION INSTRUCTIONS PER ASTM E1643 RECOMMEND BY THE WEATHER BARRIER MANUFACTURER. 2. PRIME EXPOSED SHEATHING. 2. MATERIALS: 3. PRIMERS: PROVIDE FLASHING MANUFACTURER RECOMMENDED PRIMER TO ASSIST IN ADHESION 3. INSTALL LINTEL AS REQUIRED.VERIFY END DAMS EXTEND 4 INCHES MINIMUM BEYOND OPENING. A. VAPOR BARRIER SHALL HAVE ALL OF THE FOLLOWING QUALITIES: BETWEEN SUBSTRATE AND FLASHING. 4. INSTALL END DAMS BEDDED IN SEALANT. a. MAINTAIN PERMEANCE OF LESS THAN 0.01 PERMS AS TESTED IN ACCORDANCE WITH ASTM i. PRODUCTS: 3M HIGH STRENGTH 90, DENSO BUTYL SPRAY, SIA 655, PERMAGRIP 105, ITW TACC STA' 5. ADHERE 2 INCHES MINIMUM THRU-WALL FLASHING TO WALL SHEATHING. OVERLAP LINTEL WITH E1745 SECTION 7.1 PUT SPH, PRIMERS RECOMMENDED BY THE FLASHING MANUFACTURER THRU-WALL FLASHING AND EXTEND '/4 INCH MINIMUM BEYOND OUTSIDE EDGE OF LINTEL TO FORM DRIP b. STRENGTH:ASTM E1745 CLASS A 4. FLASHING: DUPONTT"' FLEXWRAPT'",AS DISTRIBUTED BY DUPONT: FLEXIBLE MEMBRANE FLASHING EDGE. c. THICKNESS: 15 MILS MINIMUM MATERIALS FOR WINDOW OPENINGS AND PENETRATIONS. DUPONTT"' FLEXWRAPT'" NF, AS DISTRIBUTED BY 6. APPLY SEALANT ALONG THRU-WALL FLASHING EDGES. B. PRODUCTS: BASIS OF DESIGN-STEGO WRAP VAPOR BARRIER (15-MIL) BY STEGO INDUSTRIES LLC DUPONT: FLEXIBLE MEMBRANE FLASHING MATERIALS FOR WINDOW OPENINGS AND PENETRATIONS. 7. FOLD WEATHER BARRIER FLAP BACK INTO PLACE AND TAPE BOTTOM EDGE TO THRU-WALL C. ACCESSORIES: DUPONT TIM STRAIGHTFLASHTIM, AS DISTRIBUTED BY DUPONT: STRAIGHT FLASHING MEMBRANE MATERIALS FLASHING. a. SEAMS: STEGO TAPE FOR FLASHING WINDOWS AND DOORS AND SEALING PENETRATIONS SUCH AS MASONRY TIES, ETC. 8. TAPE DIAGONAL CUTS OF WEATHER BARRIER. b. SEALING PENETRATIONS OF VAPOR BARRIER: STEGO MASTIC AND/OR STEGO TAPE DUPONT TIM STRAIGHTFLASHTM VF, AS DISTRIBUTED BY DUPONT: DUAL-SIDED STRAIGHT FLASHING 9. SECURE WEATHER BARRIER FLAP WITH FASTENERS. c. PERIMETER/EDGE SEAL: STEGO CRETE CLAW, STEGO TERM BAR, STEGO TACK TAPE MEMBRANE MATERIALS FOR BRICK MOLD AND NON-FLANGED WINDOWS AND DOORS, DUPONTT"' THRU- S. FIELD QUALITY CONTROL: NOTIFY MANUFACTURER'S DESIGNATED REPRESENTATIVE TO OBTAIN d. PENETRATION PREVENTION: BEAST FOOT WALL SURFACE ADHERED MEMBRANE WITH INTEGRATED DRIP EDGE: THRU-WALL FLASHING MEMBRANE [REQUIRED] PERIODIC OBSERVATIONS OF WEATHER BARRIER ASSEMBLY INSTALLATION. e. VAPOR BARRIER-SAFE SCREED SYSTEM: BEAST SCREED MATERIALS FOR FLASHING AT CHANGES IN DIRECTION OR ELEVATION (SHELF ANGLES, FOUNDATIONS, ETC.) T. PROTECTION: PROTECT INSTALLED WEATHER BARRIER FROM DAMAGE. 3. EXECUTION: AND AT TRANSITIONS BETWEEN DIFFERENT ASSEMBLY MATERIALS. PREFORMED INSIDE AND OUTSIDE A. PREPARATION: ENSURE THAT SUBSOIL IS APPROVED BY ARCHITECT OR GEOTECHNICAL ENGINEER CORNERS AND END DAMS AS DISTRIBUTED BY DUPONT: PREFORMED THREE-DIMENSIONAL SHAPES TO a. LEVEL AND COMPACT BASE MATERIAL COMPLETE THE FLASHING SYSTEM USED IN CONJUNCTION WITH DUPONTT"' THRU-WALL FLASHING. B. INSTALLATION: H. EXAMINATION: VERIFY SUBSTRATE AND SURFACE CONDITIONS ARE IN ACCORDANCE WITH WEATHER a. Install vapor barrier in accordance ASTM E1643. BARRIER MANUFACTURER RECOMMENDED TOLERANCES PRIOR TO INSTALLATION OF WEATHER BARRIER b. Unroll vapor barrier with the longest dimension parallel with the direction of the concrete placement and face AND ACCESSORIES. laps away from the expected direction of the placement whenever possible. I. INSTALLATION: c. Extend vapor barrier to the perimeter of the slab. If practicable, terminate it at the top of the slab, otherwise 1. INSTALL WEATHER BARRIER OVER EXTERIOR FACE OF EXTERIOR WALL SUBSTRATE IN ACCORDANCE (a)at a point acceptable to the structural engineer or(b)where obstructed by impediments, such as dowels, WITH MANUFACTURER RECOMMENDATIONS. waterstops, or any other site condition requiring early termination of the vapor barrier.At the point of 2. INSTALL WEATHER BARRIER PRIOR TO INSTALLATION OF WINDOWS AND DOORS. termination, seal vapor barrier to the foundation wall, grade beam or slab itself. 3. START WEATHER BARRIER INSTALLATION ATA BUILDING CORNER, LEAVING 6-12 INCHES OF WEATHER • Seal vapor barrier to the entire slab perimeter using Stego Crete Claw, per manufacturer's instructions. BARRIER EXTENDED BEYOND CORNER TO OVERLAP. OR 4. INSTALL WEATHER BARRIER INA HORIZONTAL MANNER STARTING AT THE LOWER PORTION OF THE Seal vapor barrier to the entire perimeter wall or footing/grade beam with double sided StegoTack Tape, WALL SURFACE WITH SUBSEQUENT LAYERS INSTALLED IN A SHINGLING MANNER TO OVERLAP LOWER or both Stego Term Bar and StegoTack Tape, per manufacturer's instructions. Ensure the concrete is LAYERS. MAINTAIN WEATHER BARRIER PLUMB AND LEVEL. clean and dry prior to adhering tape. 5. SILL PLATE INTERFACE: EXTEND LOWER EDGE OF WEATHER BARRIER OVER SILL PLATE INTERFACE 3-6 d. Overlap joints 6 inches and seal with manufacturer's seam tape. INCHES. SECURE TO FOUNDATION WITH ELASTOMERIC SEALANT AS RECOMMENDED BY WEATHER BARRIER e. Apply seam tape/Crete Claw to a clean and dry vapor barrier. MANUFACTURER. f. Seal all penetrations (including pipes) per manufacturer's instructions. 6. WINDOW AND DOOR OPENINGS: EXTEND WEATHER BARRIER COMPLETELY OVER OPENINGS. g. For interior forming applications, avoid the use of non-permanent stakes driven through vapor barrier. Use 7. OVERLAP WEATHER BARRIER blunt-end and/or threaded nail stakes (screed pad posts) and insert them into Beast Foot. Ensure Beast 8. EXTERIOR CORNERS: MINIMUM 12 INCHES. Foot's peel-and-stick adhesive base is fully adhered to the vapor barrier 9. SEAMS: MINIMUM 6 INCHES. h. If non-permanent stakes must be driven through vapor retarder, repair as recommended by vapor retarder 10. WEATHER BARRIER ATTACHMENT: manufacturer. 11. ATTACH WEATHER BARRIER TO STUDS THROUGH EXTERIOR SHEATHING. SECURE USING WEATHER I. Use reinforcing bar supports with base sections that eliminate or minimize the potential for puncture of the BARRIER MANUFACTURER RECOMMENDED FASTENERS, SPACE 12-18 INCHES VERTICALLY ON CENTER vapor barrier. ALONG STUD LINE,AND 24 INCH ON CENTER, MAXIMUM HORIZONTALLY. j. Repair damaged areas with vapor barrier material of similar(or better) permeance, puncture and tensile. 12. APPLY 4 INCH BY 7 INCH PIECE OF DUPONT TM STRAIGHTFLASHTN OR WEATHER BARRIER k. For vapor barrier-safe concrete screeding applications, install Beast Screed (vapor barrier-safe screed MANUFACTURER APPROVED ALTERNATE TO WEATHER BARRIER MEMBRANE PRIOR TO THE INSTALLATION system) per manufacturer's instructions prior to placing concrete. CLADDING ANCHORS. J. SEAMING: SEAL SEAMS OF WEATHER BARRIER WITH SEAM TAPE AT ALL VERTICAL AND HORIZONTAL OVERLAPPING SEAMS. SEAL ANY TEARS OR CUTS AS RECOMMENDED BY WEATHER BARRIER MANUFACTURER. K. OPENING PREPARATION (FOR USE WITH NON-FLANGED WINDOWS-ALL CLADDING TYPES): REFER TO MFR INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION 1. FLUSH CUT WEATHER BARRIER AT EDGE OF SHEATHING AROUND FULL PERIMETER OF OPENING. 2. CUT AHEAD FLAP AT 45-DEGREE ANGLE IN THE WEATHER BARRIER AT WINDOW HEAD TO EXPOSE 8 INCHES OF SHEATHING. TEMPORARILY SECURE WEATHER BARRIER FLAP AWAY FROM SHEATHING WITH SECTION 072100 -THERMAL INSULATION TAPE. L. FLASHING (FOR USE WITH NON-FLANGED WINDOWS -ALL CLADDING TYPES): REFER TO MFR INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION A. SUBMITTALS: PRODUCT DATA. 1. CUT 7-INCH WIDE DUPONTT"' FLEXWRAPM OR DUPONTT"' FLEXWRAPTm NF A MINIMUM OF 12 INCHES B. SURFACE-BURNING CHARACTERISTICS: ASTM E 84, AND AS FOLLOWS: LONGER THAN WIDTH OF SILL ROUGH OPENING.APPLY PRIMER AS REQUIRED BY MANUFACTURER, 1. FLAME-SPREAD INDEX: 25 OR LESS WHERE EXPOSED; OTHERWISE,AS INDICATED IN PART 2 2. COVER HORIZONTAL SILL BY ALIGNING DUPONTT"' FLEXWRAPT"' EDGE WITH INSIDE EDGE OF SILL. I EMBASSY CENTER "INSULATION PRODUCTS"ARTICLE. ADHERE TO ROUGH OPENING ACROSS SILL AND UP JAMBS A MINIMUM OF 6 INCHES. SECURE FLASHING - RENOVATIONS 2. SMOKED-DEVELOPED INDEX: 450 OR LESS. 9020 SW WASHINGTON TIGHTLY INTO CORNERS BY WORKING IN ALONG THE SILL BEFORE ADHERING UP THE JAMBS. C. EXTRUDED-POLYSTYRENE BOARD INSULATION: ASTM C 578, TYPE IV, WITH FLAME-SPREAD INDEX 3. FAN DUPONTw FLEXWRAPT"' AT BOTTOM CORNERS ONTO FACE OF WALL. FIRMLY PRESS IN PLACE. OF 75 OR LESS. MECHANICALLY FASTEN FANNED EDGES. MECHANICAL FASTENING IS NOT REQUIRED FOR DUPONT TIM SQUARE RD. D. MOLDED-POLYSTYRENE BOARD INSULATION: ASTM C 578, TYPE I, WITH FLAME-SPREAD INDEX OF TIGARD, OR 97223 FLEXWRAPTw NF. 75 OR LESS. 4. APPLY 9-INCH WIDE STRIPS OF DUPONT TIM STRAIGHTFLASHTM AT JAMBS.ALIGN FLASHING WITH INTERIOR E. FOIL-FACED POLYISOCYANURATE BOARD INSULATION: ASTM C 1289, TYPE I, CLASS 1 OR 2, FACED EDGE OF JAMB FRAMING. START DUPONTT" STRAIGHTFLASHw AT HEAD OF OPENING AND LAP SILL ON BOTH SIDES WITH ALUMINUM FOIL, WITH FLAME-SPREAD INDEX OF 75 OR LESS FOR UNFACED CORE FLASHING DOWN TO THE SILL. SECTION 076200-SHEET METAL FLASHING AND TRIM MATERIAL. 5. SPRAY-APPLY PRIMER TO TOP 6 INCHES OF JAMBS AND EXPOSED SHEATHING. F. FLEXIBLE GLASS-FIBER-BOARD INSULATION: ASTM C 612, TYPE IA OR ASTM C 553, TYPES I, II,AND III; 6. INSTALL DUPONTw FLEXWRAPw DUPONTT"' FLEXWRAPw NF AT OPENING HEAD USING SAME A. SUBMITTALS: PRODUCT DATA, SHOP DRAWINGS AND SAMPLES. UNFACED; NOMINAL DENSITY OF 1.5 LB/CU. FT. (24 KG/CU. M), WITH FLAME-SPREAD INDEX OF 25 OR INSTALLATION PROCEDURES USED AT SILL. OVERLAP JAMB FLASHING A MINIMUM OF 2 INCHES. B. COMPLY WITH SMACNA'S"ARCHITECTURAL SHEET METAL MANUAL." CONFORM TO DIMENSIONS AND LESS. 7. COORDINATE FLASHING WITH WINDOW INSTALLATION. PROFILES SHOWN UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED. G. GLASS-FIBER-BOARD INSULATION: ASTM C 612, TYPE IA OR TYPES IA AND IB; UNFACED; NOMINAL 8. ON EXTERIOR, INSTALL BACKER-ROD IN JOINT BETWEEN WINDOW FRAME AND FLASHED ROUGH C. COORDINATE INSTALLATION OF SHEET METAL FLASHING AND TRIM WITH INTERFACING AND ADJOINING DENSITY OF 3 LB/CU. FT. (48 KG/CU. M)WITH FLAME-SPREAD INDEX OF 25 OR LESS. FRAMING. APPLY SEALANT AT JAMBS AND HEAD, LEAVING SILL UNSEALED.APPLY SEALANTS IN CONSTRUCTION TO PROVIDE A LEAKPROOF, SECURE, AND NONCORROSIVE INSTALLATION. H. MINERAL-FIBER-BLANKET INSULATION: ASTM C 665, TYPE I, UNFACED WITH FIBERS ACCORDANCE WITH SEALANT MANUFACTURER'S INSTRUCTIONS AND ASTM C 1193. D. FABRICATE SHEET METAL FLASHING AND TRIM TO COMPLY WITH RECOMMENDATIONS IN SMACNA'S MANUFACTURED FROM GLASS, SLAG WOOL, OR ROCK WOOL, WITH FLAME-SPREAD INDEX OF 25 OR "ARCHITECTURAL SHEET METAL MANUAL"THAT APPLY TO THE DESIGN, DIMENSIONS, METAL,AND OTHER 9. POSITION WEATHER BARRIER HEAD FLAP ACROSS HEAD FLASHING.ADHERE USING 4-INCH WIDE LESS. DUPONTw STRAIGHTFLASHTM OVER THE 45-DEGREE SEAMS. CHARACTERISTICS OF THE ITEM INDICATED. I. CELLULOSIC-FIBER LOOSE-FILL INSULATION: ASTM C 739; CHEMICALLY TREATED FOR FLAME- 10. TAPE TOP OF WINDOW IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. E. GENERAL: PROVIDE MATERIALS AND TYPES OF FASTENERS, SOLDER, WELDING RODS, PROTECTIVE RESISTANCE, PROCESSING,AND HANDLING CHARACTERISTICS. 11. ON INTERIOR, INSTALL BACKER ROD IN JOINT BETWEEN FRAME OF WINDOW AND FLASHED ROUGH COATINGS, SEPARATORS, SEALANTS,AND OTHER MISCELLANEOUS ITEMS AS REQUIRED FOR COMPLETE J. GLASS-FIBER LOOSE-FILL INSULATION: ASTM C 764, TYPE 1, PNEUMATIC APPLICATION, WITH FLAME- FRAMING. APPLY SEALANT AROUND ENTIRE WINDOW TO CREATE AIR SEAL.APPLY SEALANT IN SHEET METAL FLASHING AND TRIM INSTALLATION. Project#18-097 SPREAD INDEX OF 25 OR LESS. ACCORDANCE WITH SEALANT MANUFACTURER'S INSTRUCTIONS AND ASTM C 1193. F. BUTYL SEALANT: ASTM C 1311, SOLVENT-RELEASE TYPE, FOR EXPANSION JOINTS WITH LIMITED K. SELF-SUPPORTED, SPRAY-APPLIED, CELLULOSIC INSULATION: ASTM C 1149, WOOD-BASED M. OPENING PREPARATION (FOR USE WITH FLANGED WINDOWS): REFER TO MFR INSTALLATION MOVEMENT. CELLULOSIC FIBER, TYPE I,APPLIED WITH LIQUID ADHESIVE; CHEMICALLY TREATED FOR FLAME- INSTRUCTIONS FOR ADDITIONAL INFORMATION G. ASPHALT MASTIC: SSPC-PAINT 12,ASBESTOS FREE, SOLVENT TYPE. 44�0 RESISTANCE, PROCESSING,AND HANDLING CHARACTERISTICS.E 1. CUT WEATHER BARRIER IN AN"-CUT" PATTERN. A MODIFIED-CUT IS ALSO ACCEPTABLE. H. ROOFING CEMENT: ASTM D 4586, TYPE I, ASBESTOS FREE,ASPHALT BASED, 2. CUT WEATHER BARRIER HORIZONTALLY ALONG THE BOTTOM AND TOP OF THE WINDOW OPENING. L. VAPOR RETARDER: POLYETHYLENE, 6 MILS (0.15 MM) THICK. I. COMPLY WITH SMACNA'S"ARCHITECTURAL SHEET METAL MANUAL." ALLOW FOR THERMAL EXPANSION; N. INSTALL INSULATION IN AREAS AND IN THICKNESSES INDICATED OR REQUIRED TO PRODUCE R- 3. FROM THE TOP CENTER OF THE WINDOW OPENING, CUT WEATHER BARRIER VERTICALLY DOWN TO THE SET TRUE TO LINE AND LEVEL. INSTALL WORK WITH LAPS, JOINTS,AND SEAMS PERMANENTLY WATERTIGHT J DUNN VALUES INDICATED. CUT AND FIT TIGHTLY AROUND OBSTRUCTIONS AND FILL VOIDS WITH INSULATION. SILL- AND WEATHERPROOF; CONCEAL FASTENERS WHERE POSSIBLE. 3 4. FOLD SIDE AND BOTTOM WEATHER BARRIER FLAPS INTO WINDOW OPENING AND FASTEN. O. EXCEPT FOR LOOSE-FILL INSULATION AND INSULATION THAT IS FRICTION FITTED IN STUD CAVITIES, 1. ROOF-EDGE FLASHINGS: SECURE METAL FLASHINGS AT ROOF EDGES ACCORDING TO FMG LOSS � BOND UNITS TO SUBSTRATE WITH ADHESIVE OR USE MECHANICAL ANCHORAGE TO PROVIDE 5. CUT AHEAD FLAP AT 45-DEGREE ANGLE IN THE WEATHER BARRIER AT WINDOW HEAD TO EXPOSE 8 PREVENTION DATA SHEET 1-49 FOR SPECIFIED WIND ZONE. a OREGON S PERMANENT PLACEMENT AND SUPPORT OF UNITS. INCHES OF SHEATHING. TEMPORARILY SECURE WEATHER BARRIER FLAP AWAY FROM SHEATHING WITH J. SEALED JOINTS: FORM NONEXPANSION, BUT MOVABLE, JOINTS IN METAL TO ACCOMMODATE Oti P. PLACE LOOSE-FILL INSULATION TO COMPLY WITH ASTM C 1015. TAPE. ELASTOMERIC SEALANT TO COMPLY WITH SMACNA STANDARDS. 59 EI 1. COMPLY WITH THE CIMA'S SPECIAL REPORT#3, "STANDARD PRACTICE FOR INSTALLING N. FLASHING (FOR USE WITH FLANGED WINDOWS): REFER TO MFR INSTALLATION INSTRUCTIONS FOR K. FABRICATE NONMOVING SEAMS IN SHEET METAL WITH FLAT-LOCK SEAMS. , OF Og rn CELLULOSE INSULATION." 1. CLEAN SURFACES TO BE SOLDERED, REMOVING OILS AND FOREIGN MATTER. PRETIN EDGES OF o Q. EXTEND VAPOR RETARDER TO EXTREMITIES OF AREAS TO BE PROTECTED FROM VAPOR ADDITIONAL INFORMATION TN Tm Tm Tm SHEETS TO BE SOLDERED TO A WIDTH OF 1-1/2 INCHES 38 MM), UNLESS PRETINNED SURFACE WOULD 04I TRANSMISSION. SECURE IN PLACE WITH ADHESIVES OR OTHER ANCHORAGE. LOCATE SEAMS AT 1. CUT[7-INCH] [9-INCH]WIDE DUPONT FLEXWRAPTM OR DUPONT FLEXWRAP NF A MINIMUM OF 12 SHOW IN FINISHED WORK. ( ) JONATHAN DUNN,ARCHITECT am FRAMING MEMBERS, OVERLAP,AND SEAL WITH TAPE. INCHES LONGER THAN WIDTH OF SILL ROUGH DUPONTm F L. SEPARATION: SEPARATE NONCOMPATIBLE METALS OR CORROSIVE SUBSTRATES WITH A COATING OF PERMIT SET c 2. COVER HORIZONTAL SILL BY ALIGNING ONT FLEXWRAP EDGE WITH INSIDE EDGE OF SILL. 08.08.19 ADHERE TO ROUGH OPENING ACROSS SILL AND UP JAMBS A MINIMUM OF 6 INCHES. SECURE FLASHING ASPHALT MASTIC OR OTHER PERMANENT SEPARATION. REV DESCRIPTION DATE o TIGHTLY INTO CORNERS BY WORKING IN ALONG THE SILL BEFORE ADHERING UP THE JAMBS. UI 3. FAN DUPONTT"' FLEXWRAPTM AT BOTTOM CORNERS ONTO FACE OF WALL. FIRMLY PRESS IN PLACE. SECTION 072500 WEATHER BARRIERS MECHANICALLY FASTEN FANNED EDGES. MECHANICAL FASTENING IS NOT REQUIRED FOR DUPONT TM FLEXWRAPTm NF. U 4. ON EXTERIOR,APPLY CONTINUOUS BEAD OF SEALANT TO WALL OR BACKSIDE OF WINDOW MOUNTING y A. SUBMITTALS: PRODUCT DATA: SUBMIT MANUFACTURER CURRENT TECHNICAL LITERATURE FOR FLANGE ACROSS JAMBS AND HEAD. DO NOT APPLY SEALANT ACROSS SILL. EACH COMPONENT, SAMPLES: WEATHER BARRIER MEMBRANE, MINIMUM 8-1/2 INCHES BY 11 INCH. 5. INSTALL WINDOW ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 1. QUALITY ASSURANCE SUBMITTALS: DESIGN DATA, TEST REPORTS: PROVIDE MANUFACTURER 6. APPLY 4-INCH WIDE STRIPS OF DUPONT TN STRAIGHTFLASHT" AT JAMBS OVERLAPPING ENTIRE w TEST REPORTS INDICATING PRODUCT COMPLIANCE WITH INDICATED REQUIREMENTS. MOUNTING FLANGE. EXTEND JAMB FLASHING 1-INCH ABOVE TOP OF ROUGH OPENING AND BELOW BOTTOM MANUFACTURER INSTRUCTIONS: PROVIDE MANUFACTURER'S WRITTEN INSTALLATION ami INSTRUCTIONS. MANUFACTURER'S FIELD SERVICE REPORTS: PROVIDE SITE REPORTS FROM EDGE OF SILL FLASHING. 7 E AUTHORIZED FIELD SERVICE REPRESENTATIVE, INDICATING OBSERVATION OF WEATHER BARRIER APPLY 4-INCH WIDE STRIP OF DUPONT TIM STRAIGHTFLASHT" AS HEAD FLASHING OVERLAPPING THE MOUNTING FLANGE. HEAD FLASHING SHOULD EXTEND BEYOND OUTSIDE EDGES OF BOTH JAMB FLASHINGS. o ASSEMBLY INSTALLATION. 0 8. POSITION WEATHER BARRIER HEAD FLAP ACROSS HEAD FLASHING. ADHERE USING 4-INCH WIDE B. SPECIAL WARRANTY: SPECIAL WEATHER-BARRIER MANUFACTURER'S WARRANTY FOR WEATHER DUPONT STRAIGHTFLASHT OVER THE 45-DEGREE SEAMS. M BARRIER FOR A PERIOD OF TEN (10)YEARS FROM DATE OF PURCHASE. E 1. PRE-INSTALLATION MEETINGS AND JOBSITE OBSERVATIONS BY WEATHER BARRIER 9. TAPE HEAD FLAP IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. MANUFACTURER FOR WARRANTY ARE REQUIRED. 10. ON INTERIOR, INSTALL BACKER ROD IN JOINT BETWEEN FRAME OF WINDOW AND FLASHED ROUGH m 2. WARRANTY AREASAIR BARRIER CONTINUITY AND PERFORMANCE. FRAMING.APPLY SEALANT AROUND ENTIRE WINDOW TO CREATE AIR SEAL.APPLY SEALANT IN ACCORDANCE WITH SEALANT MANUFACTURER'S INSTRUCTIONS AND ASTM C 1193. C. MANUFACTURER: U 1. DUPONT; 4417 LANCASTER PIKE, CHESTNUT RUN PLAZA 728, WILMINGTON, DE 19805; 1-800-44- TYVEK(8-9835); HTTP://WVWV.CONSTRUCTION.TYVEK.COM w g 2. FORTIFIBER BUILDING SYSTEMS GROUP; 300 INDUSTRIAL DRIVE, FERNLEY, NV 89408; a 800-773-4777; WWW.FORTIFIBER.COM w v D. MATERIALS: TM A702 :0 IN 00 1. BASIS OF DESIGN: SPUNBONDED POLYOLEFIN, NON-WOVEN, NON-PERFORATED, WEATHER N BARRIER IS BASED UPON DUPONT TYVEK®COMMERCIALWRAP®AND RELATED ASSEMBLY v COMPONENTS. SPECIFICATIONS o N 2. ALTERNATE: FORTIFIBER®/WEATHERSMART®COMMERCIAL AND RELATED ASSEMBLY o C-0 COMPONENTS. 3 i SECTION 079200-JOINT SEALANTS SECTION 092900-GYPSUM BOARD ■ A. SUBMITTALS: PRODUCT DATA AND COLOR SAMPLES. A. SUBMITTALS: PRODUCT DATA. B. ENVIRONMENTAL LIMITATIONS: DO NOT PROCEED WITH INSTALLATION OF JOINT SEALANTS WHEN B. FIRE-RESISTANCE-RATED ASSEMBLIES: PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE AMBIENT AND SUBSTRATE TEMPERATURE CONDITIONS ARE OUTSIDE LIMITS PERMITTED BY JOINT SEALANT TESTED IN ASSEMBLIES PER ASTM E 119 BY AN INDEPENDENT TESTING AND INSPECTING AGENCY ACCEPTABLE TO MANUFACTURER OR ARE BELOW 40 DEG F. AUTHORITIES HAVING JURISDICTION. C. COMPATIBILITY: PROVIDE JOINT SEALANTS, JOINT FILLERS,AND OTHER RELATED MATERIALS THAT ARE C. STC-RATED ASSEMBLIES: PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER SERVICE AND APPLICATION ASSEMBLIES PER ASTM E 90 AND CLASSIFIED PER ASTM E 413 BY A QUALIFIED INDEPENDENT TESTING AND CONDITIONS. INSPECTING AGENCY. D. SEALANT FOR USE IN BUILDING EXPANSION JOINTS: D. PROVIDE IN MAXIMUM LENGTHS AVAILABLE TO MINIMIZE END-TO-END BUTT JOINTS. 1. SINGLE-COMPONENT, NEUTRAL-CURING SILICONE SEALANT,ASTM C 920,TYPE S; GRADE NS; E. INTERIOR GYPSUM BOARD: ASTM C 36/C 36M OR ASTM C 1396/C 1396M, IN THICKNESS INDICATED,WITH CLASS 25; USES T, M,AND O,WITH THE ADDITIONAL CAPABILITY TO WITHSTAND 50 PERCENT MANUFACTURER'S STANDARD EDGES. REGULAR TYPE UNLESS OTHERWISE INDICATED. MOVEMENT IN BOTH EXTENSION AND COMPRESSION FOR A TOTAL OF 100 PERCENT MOVEMENT. F. EXTERIOR GYPSUM SOFFIT BOARD: ASTM C 931/C 931M OR ASTM C 1396/C 1396M, IN THICKNESS INDICATED, E. SEALANT FOR USE ON FIBER-CEMENT SIDING/TRIM: WITH MANUFACTURER'S STANDARD EDGES. REGULAR TYPE UNLESS OTHERWISE INDICATED WOODBLOCK ARCHITECTURE.INC. 1. OSI QUAD MAX, COLOR MATCH TO FIBER-CEMENT SIDING G. TRIM ACCESSORIES: ASTM C 1047, FORMED FROM GALVANIZED OR ALUMINUM-COATED STEEL SHEET, ROLLED POsw2ND AVENSUITE aoo PoRT�+D.OR F. SEALANT FOR GENERAL EXTERIOR USE WHERE ANOTHER TYPE IS NOT SPECIFIED ONE OF THE ZINC, PLASTIC, OR PAPER-FACED GALVANIZED-STEEL SHEET. FOR EXTERIOR TRIM, USE ACCESSORIES FORMED I 972eTzoe I v + FOLLOWING: FROM HOT-DIP GALVANIZED-STEEL SHEET, PLASTIC, OR ROLLED ZINC. 1. SINGLE-COMPONENT, NONSAG POLYSULFIDE SEALANT,ASTM C 920, TYPE S; GRADE NS; 1. PROVIDE CORNERBEAD AT OUTSIDE CORNERS UNLESS OTHERWISE INDICATED. CLASS 12-1/2; USES NT, M, G,A, AND O. 2. PROVIDE LC-BEAD(J-BEAD)AT EXPOSED PANEL EDGES. 2. SINGLE-COMPONENT, NEUTRAL-CURING SILICONE SEALANT,ASTM C 920,TYPE S; GRADE NS; 3. PROVIDE CONTROL JOINTS WHERE INDICATED. CLASS 25; USES T, NT, M, G, A,AND O. H. ALUMINUM ACCESSORIES: EXTRUDED-ALUMINUM ACCESSORIES INDICATED WITH MANUFACTURER'S STANDARD 3. SINGLE-COMPONENT, NONSAG URETHANE SEALANT,ASTM C 920, TYPE S; GRADE NS; CLASS 25;AND CORROSION-RESISTANT PRIMER USES NT, M,A,AND O. I. JOINT-TREATMENT MATERIALS: ASTM C 475/C 475M. G. SEALANT FOR EXTERIOR TRAFFIC-BEARING JOINTS,WHERE SLOPE PRECLUDES USE OF POURABLE 1. JOINT TAPE: PAPER UNLESS OTHERWISE RECOMMENDED BY PANEL MANUFACTURER. SEALANT: 2. JOINT COMPOUNDS: SETTING-TYPE COMPOUNDS 1. SINGLE-COMPONENT, NONSAG URETHANE SEALANT, ASTM C 920, TYPE S; GRADE NS; CLASS 25; 3. SKIM COAT: FOR FINAL COAT OF LEVEL 5 FINISH, USESETTING-TYPE, SANDABLE TOPPING COMPOUND. USES T, NT, M, G, A,AND O. 4. CEMENTITIOUS BACKER UNIT JOINT-TREATMENT MATERIALS: PRODUCTS RECOMMENDED BY CEMENTITIOUS H. SEALANT FOR EXTERIOR TRAFFIC-BEARING JOINTS,WHERE SLOPE ALLOWS USE OF POURABLE BACKER UNIT MANUFACTURER. SEALANT: J. ACOUSTICAL SEALANT FOR EXPOSED AND CONCEALED JOINTS: NONSAG, PAINTABLE, NONSTAINING LATEX 1. SINGLE-COMPONENT, POURABLE URETHANE SEALANT,ASTM C 920,TYPE S; GRADE P. CLASS 25, SEALANT COMPLYING WITH ASTM C 834. USES T, M, G,A, AND O. K. SOUND-ATTENUATION BLANKETS: ASTM C 665, TYPE I (UNFACED). I. SEALANT FOR USE IN INTERIOR JOINTS IN CERAMIC TILE AND OTHER HARD SURFACES IN KITCHENS AND L. INSTALL GYPSUM BOARD TO COMPLY WITH ASTM C 840. TOILET ROOMS AND AROUND PLUMBING FIXTURES: 1. ISOLATE GYPSUM BOARD ASSEMBLIES FROM ABUTTING STRUCTURAL AND MASONRY WORK. PROVIDE 1. SINGLE-COMPONENT, MILDEW-RESISTANT SILICONE SEALANT,ASTM C 920, TYPES; GRADE NS; EDGE TRIM AND ACOUSTICAL SEALANT. CLASS 25; USES NT, G,A,AND O; FORMULATED WITH FUNGICIDE. 2. SINGLE-LAYER FASTENING METHODS: FASTEN GYPSUM PANELS TO SUPPORTS WITH SCREWS J. SEALANT FOR INTERIOR USE AT PERIMETERS OF DOOR AND WINDOW FRAMES: M. INSTALL CEMENTITIOUS BACKER UNITS TO COMPLY WITH ANSI At 08.11. 1. LATEX SEALANT, SINGLE-COMPONENT, NONSAG, MILDEW-RESISTANT, PAINTABLE,ACRYLIC- N. FIRE-RESISTANCE-RATED ASSEMBLIES: COMPLY WITH REQUIREMENTS OF LISTED ASSEMBLIES. EMULSION SEALANT COMPLYING WITH ASTM C 834. O. FINISHING GYPSUM BOARD: ASTM C 840. K. ACOUSTICAL SEALANT FOR EXPOSED INTERIOR JOINTS: 1. AT CONCEALED AREAS, UNLESS A HIGHER LEVEL OF FINISH IS REQUIRED FOR FIRE-RESISTANCE-RATED L. ACOUSTICAL SEALANT FOR CONCEALED JOINTS: ASSEMBLIES, PROVIDE LEVEL 1 FINISH: EMBED TAPE AT JOINTS. 1. NONDRYING, NONHARDENING, NONSKINNING, NONSTAINING, GUNNABLE, SYNTHETIC-RUBBER 2. AT SUBSTRATES FOR TILE, PROVIDE LEVEL 2 FINISH: EMBED TAPE AND APPLY SEPARATE FIRST COAT OF SEALANT RECOMMENDED FOR SEALING INTERIOR CONCEALED JOINTS TO REDUCE TRANSMISSION OF UNLESS OTHERWISE INDICATED, PROVIDE LEVEL 4 FINISH: EMBED TAPE AND APPLY SEPARATE FIRST, FILL,AND AIRBORNE SOUND. FINISH COATS OF JOINT COMPOUND TO TAPE, FASTENERS, AND TRIM FLANGES. M. GENERAL: PROVIDE SEALANT BACKINGS OF MATERIAL AND TYPE THAT ARE NONSTAINING; ARE 3. WHERE INDICATED, PROVIDE LEVEL 5 FINISH: EMBED TAPE AND APPLY SEPARATE FIRST, FILL, AND FINISH COMPATIBLE WITH JOINT SUBSTRATES, SEALANTS, PRIMERS, AND OTHER JOINT FILLERS;AND ARE COATS OF JOINT COMPOUND TO TAPE, FASTENERS,AND TRIM FLANGES. APPLY SKIM COAT TO ENTIRE APPROVED FOR APPLICATIONS INDICATED BY SEALANT MANUFACTURER. SURFACE. N. CYLINDRICAL SEALANT BACKINGS: ASTM C 1330, OF SIZE AND DENSITY TO CONTROL SEALANT DEPTH P. TEXTURE FINISH APPLICATION: MIX AND APPLY FINISH USING POWERED SPRAY EQUIPMENT, TO PRODUCE A AND OTHERWISE CONTRIBUTE TO PRODUCING OPTIMUM SEALANT PERFORMANCE. UNIFORM TEXTURE FREE OF STARVED SPOTS OR OTHER EVIDENCE OF THIN APPLICATION OR OF APPLICATION O. BOND-BREAKER TAPE: POLYETHYLENE TAPE OR OTHER PLASTIC TAPE RECOMMENDED BY SEALANT PATTERNS. MANUFACTURER FOR PREVENTING SEALANT FROM ADHERING TO RIGID, INFLEXIBLE JOINT-FILLER MATERIALS OR JOINT SURFACES AT BACK OF JOINT. P. COMPLY WITH ASTM C 1193. Q. COMPLY WITH ASTM C 919 FOR USE OF JOINT SEALANTS IN ACOUSTICAL APPLICATIONS. SECTION 081113-HOLLOW METAL DOORS AND FRAMES SECTION 099100-PAINTING A. SUBMITTALS: PRODUCT DATA AND SHOP DRAWINGS. A. SUMMARY: PAINT EXPOSED SURFACES AS INDICATED ON DRAWINGS B. COMPLY WITH ANSI/SDI A250.8. 1. DO NOT PAINT PREFINISHED ITEMS, ITEMS WITH AN INTEGRAL FINISH, OPERATING PARTS, AND LABELS UNLESS C. COLD-ROLLED STEEL SHEETS: ASTM A 1008/A 1008M, SUITABLE FOR EXPOSED APPLICATIONS. OTHERWISE INDICATED. D. HOT-ROLLED STEEL SHEETS: ASTM A 1011/A 1011M, FREE OF SCALE, PITTING, OR SURFACE DEFECTS. B. SUBMITTALS: E. METALLIC-COATED STEEL SHEET: ASTM A 653/A 653M, WITH G40(Z120)OR)A40(ZF120) METALLIC 1. PRODUCT DATA COATING. 2. SAMPLES. F. FRAME ANCHORS: ASTM A 591/A 591M, 40Z((12G))COATING DESIGNATION; MILL PHOSPHATIZED. C. STANDARDS: INTERIOR PAINTS AND COATINGS SHALL MEET THE FOLLOWING STANDARDS FOR VOC OFFGASSING: 1. FOR ANCHORS BUILT INTO EXTERIOR WALLS, SHEET STEEL COMPLYING WITH ASTM A 1008/A 1008M 1. TOPCOAT PAINTS-GREEN SEAL STANDARD GS-11, PAINTS, FIRST EDITION MAY 20, 1993. OR ASTM A 1011/A 1011M, HOT-DIP GALVANIZED ACCORDING TO ASTM A 153/A 153M, CLASS B. 2. ALL OTHER COATINGS, PRIMERS AND UNDERCOATS: SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE G. INSERTS, BOLTS, AND FASTENERS: HOT-DIP GALVANIZED ACCORDING TO ASTM A 153/A 153M. 1113,ARCHITECTURAL COATINGS, EFFECTIVE JAN. 1, 2004. H. DOORS: COMPLYING WITH ANSI 250.8 FOR LEVEL AND MODEL AND ANSI A250.4 FOR PHYSICAL- 3. PAINTS, COATINGS AND PRIMERS APPLIED TO WALLS AND CEILINGS- ENDURANCE EILINGS-ENDURANCE LEVEL INDICATED, 1-3/4 INCHES THICK UNLESS OTHERWISE INDICATED. a. FLATS: 50 G/L(GRAMS PER LITER) b. NON-FLATS: 150 G/L 1. INTERIOR DOORS: LEVEL 1 AND PHYSICAL PERFORMANCE LEVEL C(STANDARD DUTY). 4. SEALERS 2. EXTERIOR DOORS: LEVEL 2 AND PHYSICAL PERFORMANCE LEVEL B (HEAVY DUTY) METALLIC- a. WATERPROOFING SEALERS: 250 G/L COATED STEEL SHEET FACES. b. SANDING SEALERS: 275 G/L 3. HARDWARE REINFORCEMENT: FABRICATE ACCORDING TO ANSI/SDI A250.6 WITH REINFORCEMENT c. ALL OTHER SEALERS: 200 G/L PLATES FROM SAME MATERIAL AS DOOR FACE SHEETS. 5. SHELLACS I. FRAMES: ANSI A250.8, CONCEAL FASTENINGS UNLESS OTHERWISE INDICATED. a. CLEAR: 730 G/L 1. STEEL SHEET THICKNESS FOR INTERIOR DOORS: 0.042 INCH. b. PIGMENTED: 550G/L 2. STEEL SHEET THICKNESS FOR EXTERIOR DOORS: 0.053 INCH. 6. STAINS 3. FABRICATE INTERIOR FRAMES WITH MITERED OR COPED AND CONTINUOUSLY WELDED CORNERS, a. 250 G/L 4. FABRICATE EXTERIOR FRAMES FROM METALLIC-COATED STEEL SHEET, WITH MITERED OR COPED 7. USE REPROCESSED LATEX PAINT IN ACCORDANCE WITH THE EPA'S COMPREHENSIVE PROCUREMENT AND CONTINUOUSLY WELDED CORNERS. GUIDELINES ON ALL PAINTED SURFACES WHERE FEASIBLE. 5. HARDWARE REINFORCEMENT: FABRICATE ACCORDING TO ANSI/SDI A250.6 WITH REINFORCEMENT D. MOCKUPS: FULL-COAT FINISH SAMPLE OF EACH TYPE OF COATING, COLOR, AND SUBSTRATE, APPLIED WHERE PLATES FROM SAME MATERIAL AS FRAMES. DIRECTED. 6. FRAME ANCHORS: NOT LESS THAN 0.042 INCH THICK. E. EXTRA MATERIALS: DELIVER TO OWNER 1 GAL. OF EACH COLOR AND TYPE OF FINISH COAT PAINT USED ON J. GLAZING STOPS: NONREMOVABLE STOPS ON OUTSIDE OF EXTERIOR DOORS AND ON SECURE SIDE OF PROJECT, IN CONTAINERS, PROPERLY LABELED AND SEALED. EMBASSY CENTER INTERIOR DOORS; SCREW-APPLIED, REMOVABLE, GLAZING STOPS ON INSIDE, FABRICATED FROM SAME F. MATERIAL COMPATIBILITY: PROVIDE MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH - RENOVATIONS MATERIAL AS DOOR FACE SHEET IN WHICH THEY ARE INSTALLED SUBSTRATES. 9020 SW WASHINGTON K. DOOR SILENCERS: THREE ON STRIKE JAMBS OF SINGLE-DOOR FRAMES AND TWO ON HEADS OF 1. FOR EACH COAT IN A PAINT SYSTEM, PROVIDE PRODUCTS RECOMMENDED IN WRITING BY MANUFACTURERS OF SQUARE RD. DOUBLE-DOOR FRAMES. TOPCOAT FOR USE IN PAINT SYSTEM AND ON SUBSTRATE INDICATED. TIGARD, OR 97223 L. GROUT GUARDS: PROVIDE WHERE MORTAR MIGHT OBSTRUCT HARDWARE OPERATION. G. COLORS: AS SELECTED M. PREPARE DOORS AND FRAMES TO RECEIVE MORTISED AND CONCEALED HARDWARE ACCORDING TO H. REMOVE HARDWARE, LIGHTING FIXTURES,AND SIMILAR ITEMS THAT ARE NOT TO BE PAINTED. MASK ITEMS THAT ANSI A250.6 AND ANSI A115 SERIES STANDARDS. CANNOT BE REMOVED. REINSTALL ITEMS IN EACH AREA AFTER PAINTING IS COMPLETE. N. REINFORCE DOORS AND FRAMES TO RECEIVE SURFACE-APPLIED HARDWARE. I. CLEAN AND PREPARE SURFACES IN AN AREA BEFORE BEGINNING PAINTING IN THAT AREA. SCHEDULE PAINTING SO O. PRIME FINISH: MANUFACTURER'S STANDARD, FACTORY-APPLIED COAT OF LEAD-AND CHROMATE-FREE CLEANING OPERATIONS WILL NOT DAMAGE NEWLY PAINTED SURFACES. PRIMER COMPLYING WITH ANSI/SDI A250.10 ACCEPTANCE CRITERIA. J. APPLY PAINTS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. P. INSTALL HOLLOW METAL FRAMES TO COMPLY WITH ANSI/SDI A250.11. 1. USE BRUSHES ONLY FOR EXTERIOR PAINTING AND WHERE THE USE OF OTHER APPLICATORS IS NOT 1. FIRE-RATED FRAMES: INSTALL ACCORDING TO NFPA 80. PRACTICAL. Q. INSTALL DOORS TO PROVIDE CLEARANCES BETWEEN DOORS AND FRAMES AS INDICATED IN 2. USE ROLLERS FOR FINISH COAT ON INTERIOR WALLS AND CEILINGS. ANSI/SDI A250.11. K. APPLY PAINTS TO PRODUCE SURFACE FILMS WITHOUT CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, R. PRIME-COAT TOUCHUP: IMMEDIATELY AFTER ERECTION, SAND SMOOTH RUSTED OR DAMAGED AREAS ROLLER TRACKING, RUNS, SAGS, ROPINESS, OR OTHER SURFACE IMPERFECTIONS. CUT IN SHARP LINES AND COLOR OF PRIME COAT AND APPLY TOUCHUP OF COMPATIBLE AIR-DRYING RUST-INHIBITIVE PRIMER. BREAKS. 1. IF UNDERCOATS OR OTHER CONDITIONS SHOW THROUGH TOPCOAT,APPLY ADDITIONAL COATS UNTIL CURED FILM HAS A UNIFORM PAINT FINISH, COLOR,AND APPEARANCE. L. APPLY STAINS AND TRANSPARENT FINISHES TO PRODUCE SURFACE FILMS WITHOUT COLOR IRREGULARITY, CLOUDINESS, HOLIDAYS, LAP MARKS, BRUSH MARKS, RUNS, ROPINESS, OR OTHER IMPERFECTIONS. USE MULTIPLE Project#18-097 M. COATS TO PRODUC BOARDE A SMOOTH SURFACE FILM OF EVEN LUSTER. NOID 1. FLAT LATEX: TWO COATS OVER PRIMER/SEALER: �g G. ANTI-OUND RAFFITI: PROVIDE CLEAR, NON-SACRIFICIAL,ANTI-GRAFFITI COATING TO ALL EXTERIOR WALL SURFACES OF A LOORJ UUNN E O. SMOKE CONTAINMENT SYSTEM AUXILIARY RAILS: PAINT MUST BE HEAT RESISTANT TO 300 DEGREES AND BE SPRAY Cl 8 APPLIED, MAXIMUM 5 MILS THICK INCLUDING PRIMER 0 3 SECTION 092216-NONSTRUCTURAL METAL FRAMING OREGON S 59 A. SUBMITTALS: PRODUCT DATA. Orj uvu E B. FIRE-RESISTANCE-RATED ASSEMBLIES: PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE 0)1 TESTED IN ASSEMBLIES PER ASTM E 119 BY AN INDEPENDENT TESTING AND INSPECTING AGENCY ACCEPTABLE TO JONATHAN DUNN,ARCHITECT o AUTHORITIES HAVING JURISDICTION. PERMIT SET NI C. STC-RATED ASSEMBLIES: PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN m ASSEMBLIES PER ASTM E 90 AND CLASSIFIED PER ASTM E 413 BY A QUALIFIED INDEPENDENT TESTING AND 08.08.19 U REV DESCRIPTION DATE INSPECTING AGENCY. D. STEEL FRAMING MEMBERS, GENERAL: ASTM C 754. 0 1. STEEL SHEET COMPONENTS: ASTM C 645. THICKNESS SPECIFIED IS MINIMUM UNCOATED BASE-METAL UI THICKNESS. 2. PROTECTIVE COATING: MANUFACTURER'S STANDARD CORROSION-RESISTANT ZINC COATING. U E. SUSPENDED CEILING AND SOFFIT FRAMING: T 1. TIE WIRE: ASTM A 641/A 641 M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.0625-INCH DIAMETER, OR DOUBLE y STRAND OF 0.0475-INCH DIAMETER WIRE. a 2. WIRE HANGERS: ASTM A 641/A 641 M, CLASS 1 ZINC COATING, SOFT TEMPER,AND 0.162-INCH (4.12-MM) E DIAMETER. N 3. CARRYING CHANNELS: COLD-ROLLED STEEL, 0.0538 INCH (1.37 MM)THICK, 1-1/2 INCHES DEEP. z F. PARTITION AND SOFFIT FRAMING: 1 1. STUDS AND RUNNERS: IN DEPTH INDICATED ON DRAWINGS Q 2. FLAT STRAP AND BACKING: 0.0179 INCH THICK. G. GENERAL: COMPLY WITH REFERENCED INSTALLATION STANDARDS. 1. FASTENERS FOR METAL FRAMING: OF TYPE, MATERIAL, SIZE, CORROSION RESISTANCE, HOLDING POWER, E AND OTHER PROPERTIES REQUIRED TO FASTEN STEEL MEMBERS TO SUBSTRATES. H. ACOUSTICAL SEALANT FOR CONCEALED JOINTS: NONSAG, LATEX SEALANT COMPLYING WITH ASTM C 834. I. INSTALL STEEL FRAMING TO COMPLY WITH ASTM C 754 AND WITH ASTM C 840 REQUIREMENTS THAT APPLY TO FRAMING INSTALLATION AND WITH UNITED STATES GYPSUM'S"GYPSUM CONSTRUCTION HANDBOOK" U 1. GYPSUM PLASTER ASSEMBLIES: ALSO COMPLY WITH ASTM C 841. w 2. PORTLAND CEMENT PLASTER ASSEMBLIES: ALSO COMPLY WITH ASTM C 1063. g 3. GYPSUM VENEER PLASTER ASSEMBLIES: ALSO COMPLY WITH ASTM C 844. ~ o_ U J. INSTALL SUPPLEMENTARY FRAMING,AND BLOCKING TO SUPPORT FIXTURES, EQUIPMENT SERVICES, HEAVY A703 v TRIM, GRAB BARS,TOILET ACCESSORIES, FURNISHINGS, OR SIMILAR CONSTRUCTION. CO K. ISOLATE STEEL FRAMING FROM BUILDING STRUCTURE, EXCEPT AT FLOOR,TO PREVENT TRANSFER OF LOADING o C14IMPOSED BY STRUCTURAL MOVEMENT. m 1. WHERE STUDS ARE INSTALLED DIRECTLY AGAINST EXTERIOR WALLS, INSTALL FOAM-GASKET ISOLATION SPECIFICATIONS o N STRIP BETWEEN STUDS AND WALL. m L. FIRE-RESISTANCE-RATED ASSEMBLIES: COMPLY WITH REQUIREMENTS OF LISTED ASSEMBLIES. SEISMIC POST SCHEDULE MFRS SEISMIC POST (E) STRUCTURE 1. UP TO -0". USE (1) 3 5/8 25 SEISMIC JOINT — HANGER WIRE ■ GAUGE MTL STUD AT 12'-0" TIE 8' OC � CLIP -- W/3 TURNS IN 1 2. 8'-0"TO 10'-0". USE (2) 1 5/8", ph 1/2" -TYP (3)#12 SM SCREWS 25 GAUGE MTL STUDS AT - HORIZ. RESTRAINT BRACE 12 12'-0"OC, FASTENED BACK GAUGE WIRE SPLAYED AT 450 IN AT EACH SIDE OF MAIN 4 DIRECTIONS. ALL WIRES RUNNER-TYP. ATTACHED TO MAIN RUNNER. 3. 10'-0"TO 15'-0". USE (2) 2 1/2", 25 GAUGE MTL STUDS. FASTEN SAME AS NOTE#2. 8 MAX ACT 4. ALTERNATE: UP TO 5'-0" USE SUSPENDED - 3/4" EMT CONDUIT. CEILING GRID PERIMETER SEISMIC WOODBLOCK NC. CLIP 27SW 2ND AVENUE,SUITE 300 p PERIMETER WIRES AT 80 PORTLAND,OR 1 97200 1 P 503.889.04 �I• a v`0 ALL EDGES 2„ CLIP ANGLE WITH ANCHORAGE SUSPENDED CEILING GRID TO EXISTING DECK ABOVE SEISMIC JOINT CLIP CROSS RUNNER 60OS162-33, CUT FLANGES AND BEND WEB TO FORM 2"CUP SUSPENDED CEILING GRID CLOSURE ANGLE AS V-15"±6" MTL STUD BRACE. TRIM MAIN RUNNER SPLICE: PROVIDE (2)#10 SM SPECIFIED FLANGES AT ROOF SCREWS AFTER TILE PANEL IS INSTALLED. ACT WALL j LATERAL SUPPORT BRACE DETAIL SEISMIIC_CONTROL JOINT SEISMIC CONNECTION TO WALL w FASCIAS BRACE LE SCA13" = T-0" I NO. 12 GA. VERTICAL WIRE HANGER, TURN UNDERSIDE OF FLOOR OR ROOF STRUCTURE ABOVE CEILING GRID LEVEL PRIOR TO SETTING TUBE I VERTICAL COMPRESSION STRUT @ 12'-0" O.C. SEE NOTE BELOW "EMT"SLEEVE DRILL 5/32" HOLE AND METAL CEILING GRID INSTALL 1/8" BOLT AND SPLAYED BRACING WIRES ,__ 7/8"X 1" FOAM TAPE AT SOUND WOOD SPACER BLOCK-NON- LOCKING NUT TO SECURE RATED T ONE TUBE TO THE OTHER. LAP TUBES 4" MIN. IN RMX 12 MAIN TEE BLOCKS PARTITION BETWEEN COMBUSTIBLE FULLY EXTENDED POSITION (2)60OS162-33 BRACING SUSPENDED ACOUSTICAL CEILING BACK TO BACK @ 8'-0' OC ACT-2 CEILING SYSTEM CONNECT W/(3)#8 SM _ SCREWS @ 12"OC INDEPENDENT CADY SUPPORT CLIP @ EACH SUSPENDED LIGHT (2)#8 SM SCREWS @ 1'-0"OC � 3 1/2"MTL HEADTRACK- FIXTURE CONNECTION ' BO A_CT CELING , A SECTION FOR LENGTH OF BRACE PAINTED FLAT BLACK GYPSUM PANEL11'-9"AF 9'-0"AFF AT SIM CONT. "L" MTL-TAPE AND FINISH SMOOTH MAIN RUNNER BRACE TO STRUCTURE P —RCX 4 CROSS CHANNEL AT 24"O.C. 362S162-33 @ 16" OC BO GWB CEILING SLOT END OF TUBE TO FIT OVER — — —9'-0"AF-F p 4 (2)60OS162-33 BRACING CEILING RUNNERBACK SEE RCP ii + CONNECT W/ (3)#8 BACK @ 8 SM SCREWS VERTICAL COMPRESSION STRUTS 4 @ 12"OC 1. UP TO 8'-O" USE 1-3 5/8"25 GA. MTL. STUD @ 12'O.C. + 2. 8'-0"TO 10'-0" USE 2- 1 5/8"25 GA. MTL. STUDS @ 12'-0"O.C. FASTENED BACK TO h + BACK AT EA. SIDE OF MAIN RUNNER, TYP. GWB CORNER BEAD, TYP + 5/8"TYPE"X" GWB 3. 10'-0"TO 15'-0" USE 2-2 1/2" 25 GA. MTL. STUDS @ 12'-0"O.C. FASTEN SAME AS NOTE#2 + ABOVE 4. ALTERNATE: UP TO 5'-0" USE 3/4"o EMT CONDUIT 6"METAL STUD AT 16" OC MAX (4)#12 SM SCREWS ; r. 2 1/2 MTL. STUDS i l8"GYP EMBASSY CENTER - RENOVATIONS VERTICAL COMPRESSION STRUT DETAIL GWB CEILING TRANSITION DETAIL __ _ -_ __ METAL BRACE CONNECTION WALL HEAD DETAIL 9020 SW WASHINGTON -- 7 Q - - -- -- SQUARE RD. 5 SCALE 1 3"= T-0" SCALE 1 3"= T-0" SCALE 1 1 1/2"= T-O" �/ SCALE 1 3"= 1'-0" TIGARD, OR 97223 UNDERSIDE OF STRUCTURE BRACE TO STRUCTURE ABOVE W/2-1/2" METAL STUD @ 4'-0"OC Project#18-097 SOUND BATT INSUL ABOVE PARTITION. EXTEND 2'-0" MIN EITHER SIDE OF OFFICE PARTITIONOYD $ SUSPENDEDACOUSTICAL CEILING SYSTEM SUSPENDED CEILING NOTES J N . DUPJN REFER TO WALL HEAD DETAIL VERTICAL HANGERS 1. SUSPENSION WIRES OF 12-GAUGE GALVINIZED, SOFT ANNEALED MILD STEEL WIRE AT 4' OC EACH WAY. HANGERS TO BE ATTACHED TO SUSPENSION MEMBERS AND TO THE SUPPORT ABOVE WITH A MINIMUM OF THREE TURNS. HANGERS SHALL NOT ATTACH TO OR BEND AROUND P OREGON OTHER MATERIAL OR EQUIPMENT AND SHALL NOT BE MORE THAN 1 IN 6 OUT OF PLUMB WITHOUT BEING COUNTER-SPLAYED. req m 5/8"GWB 2. ALL CONNECTION DEVICES SHALL BE OF AN APPROVED TYPE, CAPABLE OF SUPPORTING 100 POUNDS AND BE SECURED TO THE BUILDING ESTRUCTURE. OF 0� 3. A TRAPEZE OR EQUIVALENT SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT ATTACHMENT TO THE STRUCTURE. TRAPEZE N SUSPENSIONS SHALL BE A MINIMUM OF BACK TO BACK 1-1/4"COLD COLD-ROLLED CHANNELS WHEN SPANS EXCEDE 48". JONATHAN DUNN, ARCHITECT METAL STUDS PERIMETER HANGERS 4. ALL RUNNERS SHALL BE INDEPENDENTLY SUPPORTED WITH 12-GAUGE WIRE AT THE PERIMETER WITHIN 8"OF THE WALL OR CEILING PERMIT SET c DISCONTINUITY. THE WALL ANGLE OR CLOSURE STRIP SHALL NOT BE ALLOWED TO BE USED FOR THIS PURPOSE. 08.08.19 LATERAL BRACING 5. WITHIN 4' OF THE WALLS AND AT 12' OC IN EACH DIRECTION, (4) 12-GAUGE WIRES SHALL BE CONNECTED WITHIN 2" OF AN INTERSECTION OF A REV DESCRIPTION DATE MAIN RUNNER WITH A CROSS RUNNER AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE U PLANE OF THE CEILING. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING c _ WIRE. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6 INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS U NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WHICHEVER IS GREATER. EGALV STL RUNNER CHANNEL- ATTACHMENT OF 6. MEMBERS PERPENDICULAR TO THE WALL SHALL BE TIED TOGETHER (STABILIZED)TO PREVENT THEIR SPREADING. THIS SHALL BE DONE ANCHOR TO FLOOR PERIMETER MEMBERS IMMEDIATELY ADJACENT AND PARALLEL TO THE WALL. THE WALL OR CLOSURE ANGLE SHALL NOT BE USED FOR THIS PURPOSE,ALTHOUGH TO c FACILITATE INSTALLATION, RUNNERS MAY BE ATTACHED TO THE CLOSURE ANGLE AT TWO ADJACENT WALLS WITH CLEARANCES BETWEEN THE WALL AND THE RUNNER BEING MAINTAINED AT THE OTHER TWO WALLS. PARTITION WALL DETAIL LIGHT FIXTURES 7. ALL LIG TOF HE FIXTURE WEIGHT BE N ANY DIRECTION.ATTACHED TO THE SUSPENSION SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 9 SCALE 11 1/2"= 1'-0" 8. ONLY INTERMEDIATE-DUTY AND HEAVY-DUTY SUSPENSION SYSTEMS SHALL BE USED TO SUPPORT LIGHT FIXTURES. WHEN INTERMEDIATE-DUTY W SUSPENSION SYSTEMS ARE USED, THE GRID MEMBERS SHALL HAVE SUPPLEMENTAL SUPPORT WITHIN 3"OF EACH CORNER OF THE FIXTURE J9 WITH A 12-GAUGE HANGER. WHERE HEAVY-DUTY SUSPENSION SYSTEMS ARE USED, SUPPLEMENTAL SUPPORT IS NOT REQUIRED. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. 9. IN ADDITION TO THE ABOVE, FIXTURES OR OTHER EQUIPMENT WEIGHING LESS THAN 56#SHALL HAVE (2) 12-GUAUGE WIRES FROM THE HOUSING (j TO THE STRUCTURE ABOVE OR TO OTHER HANGER WIRES. THESE WIRES MAY BE SLACK. FIXTURES OR OTHER EQUIPMENT WEIGHING IN EXCESS OF 56#SHALL BE INDEPENDENTLY SUPPORTED WITH A 12-GAUGE WIRE AT EACH CORNER TO THE STRUCTURE ABOVE. PENDANT HUNG FIXTURES SHALL BE INDEPENDENTLY SUPPORTED WITH A MINIMUM OF (1) 9-GAUGE WIRE. 10. SYSTEM TO BE HUNG FROM EXISTING CONCRETE STRUCTURE AOVE. 11. MAIN RUNNERS SHALL BE HEAVY DUTY. w A801 U U W CEILING AND SOFFIT 'o ao DETAILS $ BOX METAL STUD TYP SLIDING DOOR HEAD A WALL AS SCHEDULED BREAK ROOM CONFERENCE WOODDLOCK ARCHITECTURE,INC. SLIDING DOOR HEAD TRACK 827 SW 2ND AVENUE,SUITE 300 CENTER ON POCKET PORTLAND.OR 97204 P 801889.0804 INSTALL PER MFR INSTRUCTIONS WALL BEYOND SLIDING DOOR PANELS RECESSED LIGHT RECESSED LIGHT SEE 4 / A801 AND 6 / A801 — SEE 4 / A801 AND 6 / A801 — 7 !-RAUMPLUS S42 DETAIL - HEAD AT SLIDING DOOR SCALE 13"= 1'40" FACE OF WALL - FACE OF WALL PROVIDE BACKING AS NEEDED PROVIDE BACKING AS NEEDED BOX METAL STUD TYP. SLIDING DOOR JAMB l -- WALL AS SCHEDULED CASEWORK UPPER MTL TRANSITION STRIP- FLOOR TILE CABINET SCHLUTER SCHIENE OR EQ. [JECARPET BREAK ROOM CONFERENCE I P CASEWORK UPPER ` WIRE PULL WIRE PULL — — CABINET e e e a , d SLIDING DOOR BOTTOM TRACK BEYOND I I SLIDING DOOR PANELS CONCRETE SUBSTRATE SETTING MATERWL I I CEMENTITIOUS 1 BACKERBOARD 11 1 WT-2 CEMENTITIOUS RAUMPLUS S42 DETAIL - JAMB AT SLIDING DOOR CARPET TO TILE DETAIL BACKERBOARD SCALE 13"= 1'-0" 3 SCALE 16"= 1'-0" F-1 WT-2 I I I ---� GLASS CHANNEL SHOWN 2'_ 1" DASHED WHERE OCCURS CARPET I I � I I RUBBER EDGE GUARD OHNSTONE-COLOR TB L J S 1 VERIFY THAT MINI- S-1 INI- P PROFILE#EGXXJ)OR EQD FRIDGE WILL FIT UNDER BREAK ROOM CONFERENCE 34"ADA HT COUNTER -- CONCRETE CASEWORK BASE c CABINET I WALL BEYOND 'I' N a SLIDING GLASS DOOR AS SCHEDULED s e 5 . • O BASE AS SCHEDULED, RETURN AND STOP SHORT OF SLIDING DOOR EMBASSY CENTER f . FLOORING AS SCHEDULED - ' d " •4.. - - RENOVATIONS - 9020 SW WASHINGTON SQUARE RD I TIGARD OR 97223 131 DETAIL AT CAFE SINK A DETAIL AT CAFE - DW AREA C RAUMPLUS S42 DETAIL -THRESHOLD AT SLIDING DOOR CARPET TO CONCRETE DETAIL SCALE 11"= T-0" 7 SCALE 11 = 1'-0" SCALE 1 3"= 1'-0" SCALE 16"= 1'-0" SLIDING DOOR BOTTOM 1 TRACK BEYOND I 1 I , 1 - SLIDING DOOR PANEL Project#18-097 I I Z BREAK ROOM CONFERENCE ti.0 SOFFIT ABOVE WDIM o ALUM. PLATE-1/8" �y CARPET TILE BELOW APPLIED TO I / • • GYP BD 5/8"TYP. BACK OF COUNTER 1� P OREGON / AS BACKSTOP AND 1 59 E ��/// 1" MTL STUD LIGHT BLOCK. 1 OF rtCl "/ rnl O VERIFY FINAL 1 -- — 16 GA. PREFIN LOCATION AND DIM. I JONATHAN DUNN,ARCHITECT m METAL CLADDING AT (E)WOOD PANELS TO REMAIN IN FIELD I j DOOR POCKET 08.08.19 U PERMIT SET WOOD SLAB REV DESCRIPTION DATE U (E) WOOD AND STEEL .- BAR COUNTER I CENTER ON GRILL RAILING SYSTEM TO REMAIN / WALLAS SCHEDULED CARPET C v (E) EXT. WINDOW RUBBER REDUCER STRIP (JOHNSONITE-COLOR TBD GYP BD. 5/8" @ TOP AND £ BOTTOM OF BOX OUT PROFILE#CTA)XC)OR EQ. LU — — ^ I WALKOFF MATT E V (E) EXT. WALL o° ztj t •. P • - : T _ ALIGN GWB TO GLAZED OPENING - CORNER BEAD, TYP U w J.2 A802 ' 1 DETAIL AT BALCONY DETAIL COUNTER / GLAZING w DETAIL AT SLIDING DOOR END POCKET 1 CARPET TO WALKOFF MAT J N SCALE 11 = 1'-0" SCALE 13"= 1'-0" •F f SCALE 16"= 1'4Y' rSCALE 16"= V-0" DETAILS 3 00 o