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Plans NOTE : ( 1 ) PERMIT (2) SET OF PLANS BUP2016 - 00006 VICINITY MAP RESPONSIBILITY CHART Q n E Q M o T= TENANT C= GEN. CONTRACTOR(GC) L= LANDLORD(LL) E= EXISTING N r R w Q � o � d FURNISH INSTALL REMARKS CEIVED ~ " ' `o n L Z p�X °oQ WASHINGTON SQUARE STOREFRONT T SL L E T I C I L TME o stri • N 2016 u- 773—sure o WAVING • o@ storefront • • CI OFTIGARD Q w C2 me°bra piers • BUIL ING DIVISIOr, o a N bulkhead • E v o D Vase • 1 1 • 1F a _ - alum,num/glass storefront system. ii I 1 • storefront poster hack • • SUPPLIED BY 'ROSE DISPLAY' banneade • • canopy ledge,steel and metal wrap • • signage • • 3CTO COORDINATE WITH TENANTS VENDOR +e'. WALKING COMPANfaux stone • • rwn ' ' I THE ter 4 GENERAL T C L E T C L demising wall studs • .._ ;.. u cdon isish ng waste do, • 0 • • : GC m patch as required for finishes `x WASHINGTON SQUARE t interior docs and frames • • cleanup • • •r.w»» s c cooncrete n pre slab GC to patch as required for fniahea floc preparation • 40 SW Washington Square Road y fire extinguishers • • GC to provide new if r demolition • •cl n dumpsters • • ` > ~- ^°w••• ° " "+ ^"^ Space G 01 rear door and frame • • Fs framing and d '�I.a rear doe vestibhle • • C7 THOMAS A.PIRTLE, Ill it Portland , OR 97223 - H� No.4171 .) .� n W � SALceiES gypsum board T C L E L T C ....'r panitions • • `y gypsum board • • OF 0C" pantingihnishing • • column finish(as notated) • • transition strips • • DEC 2 8 2015 wall finish:paint • • CTS electrical wiring • • termination by TWC Data contractor WASHINGTON SQUARE MALL SITE MAP PROJECT DATA CTS data&eommunlcation wring eminatron by TWG Data contractor SHEET INDEX CTS Tula ens °n" • CTS TV screens • • Building Codes: ARCHITECTURAL MECHANICAL freestanding floor floerepackage • • provibyTenanfsMillwork Vendor/GCtoinstalt SPACE G01 FOR: 2014 Oregon Electrical Specialty Code (OESC) AO COVER SHEET M1 MECHANICAL PLAN 2014 Oregon Plumbing Specialty Code (OPSC) AO.1 GENERAL NOTES M2 MECHANICAL DETAILS posters wall graphics • • THEW UUNGCOMPANY Al DEMOLITION PLAN M3 MECHANICAL SPECIFICATIONS bamboo panels • • proYdedbyTenants Millwork Vendor/GCtoinstall 2014 Oregon Mechanical Specialty Code (GMSC) A2 FLOOR PLAN flooring:TILE • • 2014 Oregon Structural Specialty Code (OSSC) A2.1 SCHEDULES &WALL SECTIONS PLUMBING base WOOD • • THE WAU(ING �rORriPAS JCPenrtey A2.2 RESTROOM PLAN &DETAILS P1 PLUMBING PLANS 2014 Oregon Energy Efficiency Specialty Code (OEESC) A3 REFLECTED CEILING PLAN &DETAILS P2 PLUMBING SPECIFICATIONS A4 FIXTURE PLAN A4.1 FIXTURE DETAILS ELECTRICAL 1 •Ze id, GC_ A4.2 FIXTURE DETAILS E1 ELECTRICAL POWER PLAN A5 INTERIOR ELEVATIONS E2 ELECTRICAL LIGHTING PLAN c A5.1 INTERIOR ELEVATIONS E3 ELECTRICAL SINGLE LINE STOCKROOM T C L E T CIL ry A6 STOREFRONT PLAN, ELEVATIONS E4 ELECTRICAL SPECIFICATIONS ceiling-EXPOSED DICKS u A6.1 STOREFRONT SECTIONS E5 ELECTRICAL ENERGY COMPLIANCE Gong-VCT •• •• Washington Square SPORTING — A6.2 STOREFRONT DETAILS _ GOODS �� FIRE PROTECTION shelving system 0 installed by Tenants Vendor-PippMobile 9585 SW Washington FP1 FIRE PROTECTION PLAN shelving and standards • • installed by Tenants Vendor-PippMobile painting/finishing • • primer on all walls only base:rubber _ Square Road V - transition strips Space G01 TOTAL SHEETS 26 g 44ss�..e g y 1_ 3 jj LOAD FACTORS: Portland, OR 97223 Building Type: Type II-N, Fully Sprinklered RESTPOOn T C L E T C L verity floor waterproofing It Occupancy Group: M-Merchantile PROJECT SUMMARY VCT fborirq aro vias,e ase • • { OCCUPANT LOAD CALCULATION: S.F. Load Factor Occupants gyp bd ceiling • • 1 lavatory • • u SALES AREA 1,080 30 36 THIS PROJECT IS A RENOVATION TO AN EXISTING RETAIL SPACE WITHIN AN ENCLOSED REGIONAL SHOPPING oilet • • NORDSTROM m STOCKROOM 674 300 2 CENTER. fro on the walls-48'aff • • e NON-SALES/RESTROOMS/HALLWAY/E)CIT ALCOVE 175 N/A 0 exhaustfaMi htcsnibo • • i - =7 _ fill E i ry '+x THE DEMISING WALLS, ROOF STRUCTURAL SYSTEM, HVAC, INTERIOR STRUCTURAL COLUMNS, INTERIOR SLAB, g :r , r c GO GROSS SQUARE FOOTAGE 1,929 38 ARE ALL EXISTING TO REMAIN. toilet paper dispenser • • h.c.Grab bars _ • • Project No.: 52.27.15 ( ' r TENANT SCOPE OF WORK SHALL BE TO INSTALL NEW STOREFRONT, STOREFRONT GLAZING SYSTEM, SIGN, GYP. ' • • Drawn By: STAFF BD. CEILINGS, LIGHTS, FLOORING, INTERIOR SALES/STOCK PARTITION, INSTALL FREE-STANDING MERCHANDISING door&bathroom signs • • water heater • • _ Checked By: TAP Exits Required: 38 OCCUPANTS x 0.2 INCHES PER OCCUPANT = 7.6 INCHES FIXTURES IN SALES AREA,ADD NEW SERVICE FIXTURES WITH INTEGRATED POS SYSTEM/TELEPHONE, NEW painting/finishing • • — ONE EXIT IS REQUIRED MINIMUM SINCE OCCUPANT LOAD IS LESS THAN 50 ACCESSIBILITY RESTROOM , MOP SINK AND NEW ELECTRICAL PANELS. Issued Date: 12.04.15 transition strips • • Revision No. Date Exits Provided: (2) EXIT(S) PROVIDED FOR A TOTAL WIDTH OF 102 INCHES Preliminary Submittal 12.04.15 HVAC T C L E IT IC IL Issue for permit and LL review 12.18.15 ALTERATION OF SPRINKLERS REQUIRES SEPARATE PLANS AND PERMIT. GC TO COORDINATE WITH TENANT PROJECT MANAGER REGARDING THE TIMING AND ACCESS FOR THE HVACUnit-VAVUNIT • 1 1 GC TO RELOCATE EXIST ING UNIT VARIOUS TENANT SERVICE PROVIDERS AND SHALL COMPLETE ALL NECESSARY INFRASTRUCTURE WORK PRIOR ductwork to • TO COMPLETION OF SERVICE PROVIDER WORK. diffusers • • PROJECT TEAM DIRECTORY HAZARD OF CONTENTS CLASSIFICATION IS ORDINARY return air grilles 0 • TENANT arbalancing • • The Walking Company ALL SIGNAGE WILL REQUIRE A SEPARATE PERMIT roof work-roof curbs • 2475 Townsgate Road, Suite 200 Westlake Village, CA 91361 T: (805) 496.3005 x2247 F: (805) 496.3240 smoke evacuation system N/A Contact: Chris R. Cartwright email: ecartwright@thewalkingcompany.com SYMBOL LEGEND toilet exhaust faNlight combo • • SEE MECH FOR SPEC toilet exhaust duct stub • • SEE MECH.FOR SPEC. LANDLORD EXTERIOR ELEVATION fire alarm system • • The Macerich Company ( y 7� DOOR NUMBER thermostat • • LOCKABLE COVER NOT TO INTERFERE W/GRAPHICS p Y 9 EXTERIOR ELEVATION NUMBER 401 Wilshire Blvd., Suite 700 Santa Monica, CA 90401 T: (310) 394-6000 A6.1 SHEET WHERE ELEVATION OCCURS FLOOR FINISH TAG Material herein is for use by authorized contractors, bidders and subcontractors in connection wRh this FINISH REFERENCEPLUMBING project only.Al dimensions in these drawings shall take �Sr T C L E T C L precedence over scaled dimensions. Contractors shall TENANT COORDINATOR INTERIOR ELEVATION (SEE SHEETA0.2) fires nklermain/cutoff • p The Macerich Company WALL DESIGNATION LETTER fire sprinkler lid's heads • • the er ob.onsible to verity all dimensions and conditions on 11411 N Tatum Blvd. Phoenix, AZ 85028 T: 602 953-6526 F: 602 953-6449 A rs 9 cshall revise wherea licabie due to new walls ( ) ( ) � WALUCEILING FINISH TAG water stub • • ARCHITECT must be notified of any variations from the Contact: Karen Maynard -AVP,Tenant Coordination email: karen.maynard@macerich.com1 INTERIOR ELEVATION NUMBER CB5>f— FINISH REFERENCE plumb g vent s:ub • C B • dimensions and conditions shown by these drawings. AS �// (SEE SHEET stubnsewer • SHEET WHERE ELEVATION OCCURS ARCHITECT _ • DTM Architect D water meter • 6031 1-20 West, Suite 260 Arlington,Texas 76017 T: (817) 265.2415 F: (817) 483.7377 s KEYNOTE mop sink • • Contact: Thomas A. Pirtle III email: OfficeReply@DtmArchitect.com WALL SECTION 99 KEYNOTE NUMBER- NUMBER Sheet Title: 9 WALL SECTION NUMBER CORRESPONDS TO NUMBER IN KEYNOTE LEGEND ELECTRICAL T C L E T C L DESIGN CONSULTANT A6.1 electrical wince • SHEET WHERE SECTION OCCURS OF 11 COVER SHEET BluArc Design +8'-0" ELEVATION TARGET OR electrical Panels • • • edstin robe rel 33 Music Square West, Suite 106a Nashville,TN 37203 T: (615) 227.7209 F: (615) 228.7218 WORKING POINT emergency lights • • VIEWED t4i Contact: Doug Cox email: dcox@bluarcdesign.com T.O. STUD lending • •DETAIL BUBBLE light fixtures • • MPE ENGINEER DETAIL NUMBER exit lights • •Kohrs Lonnemann Heil Engineers, PSC meter socket1538 Alexandria Pike Suite 11 Ft. Thomas, KY 41075 T: (859) 442-8050 F: (859) 442-8058 SHEET WHERE DETAIL OCCURS outlets.swfloesContact: Adam Pulskamp DETAIL SECTION firre am to system 0 Suite #2 9 DETAIL NUMBER transformer • • stereo • • eet No.: A6.1 SHEET WHERE DETAIL OCCURS telephone/daia feed • • G.0 TO COO l9%TEW/TENANTS VENDOR telephone/care conduits • • speakers and wire • 0 AO CONTRACTOR INFORMATION GENERAL NOTES <o � o 1. G.C. SHALL STRICTLY ADHERE TO ALL REQUIREMENTS AS DESCRIBED IN THE DRAWINGS. r m <o 1. THE EXISTING CONDITIONS IN THE CONSTRUCTION DOCUMENTS ARE BASED ON INFORMATION RECEIVED w < o m FROM TENANT DESIGN REVIEW APPROVED SET (THINGS REMEMBERED) ISSUED ON 06.20.1997 VIA CAD 2. G.C. TO COORDINATE ALL MILLWORK, LIGHTING AND FLOORING SHIPMENTS DIRECTLY WITH ~ z ,5 n V.I.F. (SEE NOTES A & B) CONSULTANTS, INC. VENDORS. v = m� � E ANY DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE ACTUAL FIELD CONDITIONS SHALL BE m N � 18" TYP 36' TO 42' LEVER BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. 3. ALL WORK SHALL BE ACCORDING TO THE LATEST ADOPTED LOCAL, STATE AND FEDERAL CODES < a o ° v E CLEARANC OR u SHMED ND REQUIREMENTS AND HANDICAPPED ACCESSIBILITY STANDARDS (ADA). d = uNf n NOTES TOILET SEAT RMOLE 2. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD g < N DISPENSER (WHERE OCCURS) CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN, ANY CONFLICTS OR 18" MIN. to' WIN. BOTTOM 4. FIRE EXTINGUISHERS AND CABINETS AS REQUIRED BY LOCAL GOVERNMENT AGENCIES SHALL BE 0 E � RVL oR pRONDE OMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR 0m 0 X 1-1/2"0 DIAMETER IOGc PLAE TO THE PERFORMANCE OF ANY WORK IN QUESTION. PROVIDED BY G.C. AT NO ADDITIONAL COST TO TENANT. 6L GRAB BAR W/ PEENED FINISH \ 3. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT 36"; (MIN.) GRAB BAR &250 LBS. CAPACITY 5. G.C. SHALL BE THOROUGHLY FAMILIAR WITH THESE DRAWINGS AND SHALL VISIT THE SITE PRIOR� o, OR NOT IN CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO THESE ITEMS. 4. THE CONTRACTOR SHALL MAINTAIN, FOR THE ENTIRE DURATION OF THE WORK, ALL EXITS, EXIT TO COMMENCING WORK. 36" MAXIMUM � LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES 6. ALL DIMENSIONS SHALL BE FIELD VERIFIED. IT IS THE G.C. RESPONSIBILITY TO FIELD VERIFY ALL 42" 24• DETAIL ON AND ORDINANCES. o z 12� DIMENSIONS AND CONDITIONS WITH THE LOCAL LANDLORD AUTHORITY PRIOR TO COMMENCING OF GRAB BAR 5. EXISTING WORK: WITH PRIOR APPROVAL OF OWNER AND RETURN OF PROPER CREDIT, EXISTING TENANTS CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN SITE N WORK WHICH FITS THE SCHEME MAY BE RE-USED. CONDITIONS AND THESE DRAWINGS FOR CLARIFICATION AND CORRECTION BY ARCHITECT. G.C. 30"X 48" 48" 6. DEMOLITION: REMOVE ALL INTERIOR PARTITIONS, CASEWORK, STOREFRONTS, CEILING, FINISHED SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED DUE TO HIS FAILURE TO DO SO. MIN. CLR. 3 o x FLOORING AND ALL OTHER ITEMS NOT USED IN NEW SCHEME. FLR. SPAC " SZ ¢ z Z 7. G.C. TO LABEL ELECTRICAL SWITCHES AND THERMOSTATS AS SHOWN ON ELEC. &MECH. DWGS. _ _ 7. ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED IN FIELD BY THE CONTRACTOR AND 3/8" HIGH LETTERS MIN., WHITE TYPEFACE TYP. ALL LABEL TEXT STYLES TO MATCH. 48" MIN.WHEN FRONT ® � < COORDINATED WITH THE LANDLORD PRIOR TO CUTTING/CORING. ENTRY DOOR OR 60"MIN. N 0 o I 8. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT 8. G.C. SHALL BE RESPONSIBLE FOR ALL COSTS REQUIRED BY THESE CONTRACT DOCUMENTS OR BY WHEN SIDE ENTRY DOOR a AAJ � AND NEIGHBORING TENANTS. GOVERNMENT AGENCIES WITH REGARD TO INSPECTIONS AND TESTING. 17"TO 19"TO 9. TYP.' SHOULD MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS CLFI4RANCE NOTES: TOP OF TOILET SEAT AX. °�° THROUGHOUT, UNLESS OTHERWISE NOTED. 9. GG.C. SSHALL PROVIIDEEANDDBEERESPPONSSIIBLE FORRALL CGOSVTESypFINO�R PP�UBBLLIIC��PrR;�OFTTECTION AS J 10. PROVIDE PORTABLE FIRE EXTINGUISHER(S)WITH U.L. LABEL AND A RATING OF NOT LESS THAN 2-A tiTTi�( �HALLMARE NO AEVISISNS, ALTERA DNSGOA GRARGES W4WEWAS SHOWN IN THE A. 28" CLR. BETWEEN LAVATORY ROLL PAPER HOLDER NOTE: 48" WITH 75 FT.TRAVEL DISTANCE TO ALL POSITIONS OF STORE OR AS DIRECTED BY THE FIRE CONTRACT DOCUMENTS WITHOUT THE PRIOR WRITTEN APPROVAL OF TENANT. 32" CLR. AND EDGE OF WATER CLOSET WITHOUT STOPS DEPARTMENT FIELD INSPECTOR. �F`�� C,y TANK LID WHEN TANK WATER PROVIDE PRIVACY DOOR LOCK WHEN IT ISA 11. G.C. SHALL PROVIDE THE BUILDING OFFICIAL WITH A CERTIFICATE OF CONSTRUCTION CLOSET OCCURS. 11. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN ALL PARTITION LOCATIONS. ALL DOOR PRIVATE TOILET OR FOR UNISEX USE. COMPLIANCE WITH ENERGY CONSERVATION STANDARDS UPON FINAL BUILDING DEPARTMENT 18" MIN. CLEAR, B. 28" MIN. CLR. TO EDGE OF AND OPENING LOCATIONS SHALL BE SHOWN ON FLOOR PLAN. IN OF CONFLICT, NOTIFY THE 24" PREFERRED BOWL WHEN FLUSH VALVE WATER © ELEVATIONS A HIGH FORWARD REACH LIMIT INSPECTION. GRAB BARS; SEE TYPICAL ACCESSIBILITY ARCHITECT. FLOOR PLAN BY ARCHITECT SUPERSEDES OTHER PLANS. ALL DIMENSIONS MARKED C7 THOMAS A.PIRTLE, III CLOSET OCCURS. NOTES SHEET. X "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING r, �ig A17 12. G.C. SHALL PROVIDE ACCESS PANELS FOR ALL TRADES AS REQUIRED BY CODE. LOCATIONS TO ORTH, (28"MIN. CLR. BETWEEN CARPET, PAD, CERAMIC TILE, V.C.T., ETC BE APPROVED BY ARCHITECT PRIOR TO EXECUTION OF WORK. �- F TEXAS AD PLAN LAVATORY TO FURTHEST 12. ALL DIMENSIONS ARE TO THE FACE OF GYPSUM BOARD FINISH, U.O.N. PROTRUDING EDGE OF WATER 13. CONTRACTOR SHALL MARK LOCATIONS OF PARTITIONS AND DOORS FOR REVIEW BY THE 13. G.C. IS REQUIRED TO VERIFY THE EXISTING ELECTRICAL SERVICE AND IS RESPONSIBLE TO MAKE CLOSET,TYPICAL.) REPRESENTATIVE PRIOR TO INSTALLATION. REVIEW WILL BE FOR DESIGN INTENT. SUB-CONTRACTOR AND/OR ALL MODIFICATIONS REQUIRED TO ENSURE THAT THE TOTAL CONNECTED LOAD DOES NOT OF X I o SHALL COORDINATE AND VERIFY ALL CONDITIONS TO ENSURE PROPER FIT. EXCEED THE ELECTRICAL SERVICE IF PANELS TO BE REUSED. EC 2 S 2015 } I 14. COLUMN CENTER LINE (OR GRID LINES) ARE SHOWN FOR DIMENSIONING. VERIFY EXACT LOCATIONS IN FIELD. 14. NOTHING IS PERMITTED TO BE ATTACHED TO, OR SUSPENDED FROM, OR PENETRATE THE ROOF J DECK ABOVE. G.C. IS REQUIRED TO FRAME, BRACE AND/OR SUSPEND AS NEEDED TO/FROM THE TOP CHORD OF JOISTS OR STRUCTURAL STEEL WHICH EXISTS ABOVE THE SPACE. 15. G.C. TO PROVIDE COORDINATION OF ANY STRUCTURAL ENGINEERING OR CALCULATIONS REQ'D BY 2 LANDLORD OR LOCAL BUILDING JURISDICTION FOR ANY NEW HVAC EQUIPMENT TO BE MOUNTED ON 15. COMBUSTIBLE MATERIALS USED FOR CONSTRUCTION IN THIS SPACE MUST BE STAMPED AS 2 LANDLORD'S STRUCTURE, FIRE-RATED. FIELD APPLIED TREATMENTS TO COMBUSTIBLE MATERIALS ARE NOT PERMITTED. 48• 48• 16. G.C. TO COORDINATE WORK SHOWN IN THE ELECTRICAL DRAWINGS WITH THE ARCHITECTURAL DRAWINGS. ANY DISCREPANCIES TO BE COMMUNICATED TO THE ARCHITECT FOR CLARIFICATION. 16, G.C. TO COORDINATE DELIVERY OF AN EMPTY 30 CU. YD. DUMPSTER FOR THE USE OF TENANT NOTES: 17. G.C. SHALL BEAR FULL RESPONSIBILITY AND COST FOR THE FOLLOWING: PERSONNEL DURING STORE SETUP AND OPENING. 1. X SHALL BE < 25 INCHES; Z SHALL BE �, X. 18A. ALL PERMITS TO COORDINATE RECEPTION OF BUILDING PERMIT WITH LANDLORD. yy�p ,.e��/ 2. WHEN X < 20 INCHES,THEN Y SHALL BE 48 INCHES MAXIMUM. 18B. ALL TEMPORARY POWER AND UTILITIES INCLUDING HOOK-UP AND ALL RELATED FEES/CHARGES. 17. SIGN(S)TO BE MANUFACTURED BY TENANTS VENDOR. G.C.'s FOREMAN TO REQUEST DELIVERY, THE WAWNG COryiPA 1 18C. ALL TRASH REMOVAL SHALL BE DISPOSED OF IN A MANNER COMPLIANT WITH ALL APPLICABLE SUPERVISE INSTALLATION &VERIFY SIGN IS FREE OF DEFECTS @ TIME OF INSTALL. 3. WHEN XIS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM. LAWS AND REGULATIONS. 18. DO NOT REFUSE DROP SHIPMENTS. QUESTIONS REGARDING SHIPMENTS TO BE © MAXIMUM FORWARD REACH OVER AN OBSTRUCTION DIRECTED TO TENANTS CONSTRUCTION PROJECT MANAGER. IT IS VERY IMPORTANT THAT ALL PAINTED 19. ELECTRICAL FIXTURES AND BULBS TO BE FURNISHED BY TENANT. GC TO COORDINATE SHIPMENTS W/ SURFACES RECEIVE (1 ) PRIMER COAT AND (2) TENANTS VENDOR. Washington Square / FINISH COATS. GC TO COORDINATE. 201)BIFLANDLO DARRICADE OSUPP IESIB RRCADE: GON CONOASSUREDOUBLE3'-0" DOORS ARE INSTALLED. Chapter 4.Aaweeitle Routes ICC A117.+ 2080 9585 SW Washington(/ 2) IF SUBCONTRACTOR BUILDS BARRICADE: BUILD DOUBLE DOORS. Square Road - - M `1 21. PAINT SURFACE PREPARATION: G.C. SHALL FILL CRACKS AND NAIL HOLES WITH PATCHING 30" FIRE PROTECTION SPECIFICATIONS PASTE/SPACKLE AND SAND SMOOTH. JOINT COMPOUNDS MUST BE CURED AND SANDED SMOOTH. Space G01 h-'------ REMOVE ALL SANDING DUST. Portland, OR 97223 CLEAR FLOOR SPACE HIGH AND LOW 1. IF EXISTING HEADS ARE TO REUSED, GC SHALL ENSURE THAT HEADS MANUFACTURED BY 22. G.C. TO ENSURE A HAZARDOUS FREE WORK ENVIRONMENT AND THAT ALL WORKERS, SUBCONTRACTORS, I I 11 i I PARALLEL APPROACH SIDE REACH LIMITS CENTRAL SPRINKLER ARE NOT TO BE REUSED DUE TO A NATIONWIDE RECALL. IF CENTRAL TRADESMEN, ETC. WILL COMPLY WITH ALL APPLICABLE OSHA GUIDELINES AND STANDARDS. G.C. SHALL HOLD 806 j I = SPRINKLER HEADS ARE INSTALLED, REPLACEMENT SHALL BE AT GC'S EXPENSE. TENANT AND ARCHITECT HARMLESS FROM ALL CLAIMS FILED AS A RESULT OF ANY HAZARDOUS CONDITIONS. I 4E6 I 24• 30' 2. PROVIDE MATERIAL AND LABOR NECESSARY TO MODIFY EXISTING SPRINKLER SYSTEM TO 23. AT END OF PROJECT.ALL THERMOSTAT INSTRUCTIONS, KEYS,WARRANTIES, C. OF O.AND ANY OTHER ACCOMMODATE NEW CONSTRUCTION AS INDICATED ON DRAWINGS.VERIFY HAZARD RATING OF PAPERWORK TO BE GIVEN TO THE CONSTRUCTION PROJECT MANAGER AS PART OF THE"CLOSE-OUT' a MAXIMUM SIDE EACH AREA AND HYDRAULICALLY DESIGN TO MEET THE FOLLOWING CRITERIA: PACKAGE. SUPERINTENDENT TO DO AN "IN-SERVICE"WITH STORE MANAGER AT END OF JOB. ---- REACH OVER AN LIGHT HAZARD 0.10 GPM OVER MOST REMOTE 1500 S.F. ORDINARY HAZARD GROUP 1 0.16 GPM OVER MOST REMOTE 1500 S.F. 24. G.C. TO PROVIDE THE WALKING COMPANY WITH A CONSTRUCTION SCHEDULE TO INCLUDE TENTATIVE weanaweramlr�hw j OBSTRUCTION ORDINARY HAZARD GROUP 2 0.19 GPM OVER MOST REMOTE 1500 S.F. DATES FOR INSPECTIONS IN ORDER TO MEET TARGET STORE TURN OVER DATE TO OPERATIONS AND STORE OPENING. Project No.: 52.27.15 W fterillAPM661%PW 1•sa (b)Fr0MAPPraaah,Push NO °a 3. ALL WORK MUST CONFORM TO STATE AND LOCAL FIRE MARSHALL CODES AND REQUIREMENTS; IN ADDITION TO LANDLORD'S INSURANCE UNDERWRITER. 25. IN EXISTING STORE SPACES G.C. TO VALIDATE EXISTENCE OF SPEAKERS FROM PREVIOUS TENANT. IF NO Drawn By: STAFF r--- ------------ -t ---------- ( SPEAKERS ARE PRESENT, G.C.TO PROVIDE AND INSTALL. G.C. TO RUN SPEAKER WIRE TO LOCATION CALLED I I , I Checked By: TAP 4. ALL WORK SHALL BE DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 13 (1996) OUT ON DRAWING. t ( r AND ARTICLE 17 (OBBC 4101:2017) FIRE PROTECTION SYSTEMS. AND CFC 2001, LOCAL CODES, Issued Date: 12.04.15 42 i3 24" MIN. EXTERIOR & RCFPD ORDINANCES 15&39 18" MINIMUM INTERIOR Revision No. Date I 916 I I I I BEYOND STRIKE EDGE OF A 5. ALL EQUIPMENT SHALL BE UL APPROVED AND SO LABELED. Preliminary Submittal 12.04.15 r ____ GATE OR DOOR ON THE ---- SIDE TOWARD WHICH IT 6. PROVIDE SUBMITTALS (MANUFACTURER'S LITERATURE) FOR ALL MATERIALS AND PROJECTS Issue for permit and LL review 12.18.15 SWINGS. INCORPORATED. �HrtYaAPPrcaeAlhegif0a (nHhp APVraaa4Pu8i1tY 48• MINIMUM 7, BEFORE FABRICATION OF SYSTEM, COMPLETE SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE FIRE MARSHALL'S OFFICE FOR APPROVAL. SHOP DRAWINGS AND CALCULATIONS BEARING FIRE MARSHALL STAMP OF APPROVAL SHALL BE ON JOB SITE AT ALL r-- i 32' CLEAR (INTERIOR TIME. SUBMIT TO THE LANDLORD'S INSURANCE UNDERWRITER FOR REVIEW&APPROVAL. -- TENANT SPECIFICATIONS ----------1 I r <13 i 24• MIN. 8. PIPE SHALL BE SCHEDULED 40 BLACK STEEL IN ACCORDANCE WITH ASTM A53 DESIGNED OF 175 MALL CRITERIA: SIGNAGE CONTRACTOR IS RESPONSIBLE FOR OBTAINING MALL SIGNAGE i t �0 $ I I J EXTERIOR PSI WORKING PRESSURE. FITTINGS SHALL BE 125 AND/OR 250 POUND SERVICE CAST IRON 1 CRITERIA FROM GENERAL CONTRACTOR OR MALL,AND FOR COMPLIANCE WITH ALL MALL OF BLDG. SPRINKLER FITTINGS, SCREWED OR FLANGED AS REQUIRED SUBJECT TO APPROVAL BY LOCAL � AUTHORITIES. REQUIREMENTS REGARDING FABRICATION, FASTENER DETAILING, INSTALLATION, ETC., OF FINISHED SIGN. FINAL INSTALLATION MUST BE APPROVED BY MALL. 9. PROVIDE INSPECTORS TESTIS) AND/OR SYSTEM DRAINS AS REQUIRED. SHOP DRAWINGS: SIGNAGE CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL SIGNAGE Material herein is for use by authorized contractors, o M 2' bidders and subcontractors in connection with this min(1370)tlrJwarY Z INCLUDING MAIN STOREFRONT SIGN. SHOP DRAWING SUBMITTAL TO CONFIRM ALL '64 m { pry DOOR WIDTH PL S 42" 10. HYDROSTATIC TEST: PURGE SYSTEM OF AIR. CHARGE SYSTEM WITH WATER AT 200 PSI FOR 2 DIMENSIONS, POSITIONING, FASTENINGS, FINISHES, COLORS, ETC. project only.All dimensions in these drawings shall take j o HOUR DURATION (PRESSURE GAUGED AT BOTTOM OF STANDPIPE). TEST SHALL BE CONDUCTED IN precedence ove scaled dimensions. Cont ac ors shall be responsible to verity all dimensions and conditions on THE PRESENCE OF AUTHORIZED REPRESENTATIVE OF THE LOCAL FIRE DEPARTMENT. •tl8otltaleuroMlalohreeP�d g, SIGNAGE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING SHOP DRAWINGS TO LANDLORD the job. 48 mV {12M)tlOotfr cieaerand lalorr Ro+betl FOR APPROVAL PRIOR TO FABRICATION. ARCHITECT must be notified of any variations from the 11. SUBMIT SPRINKLER SHOP DRAWINGS TO LANDLORD'S INSURANCE UNDERWRITER FOR APPROVAL dimensions and conditions shown by these drawings. PRIOR TO COMMENCEMENT OF WORK. TOILET SYMBOL: PROVIDE APPROVED ACCESSIBILITY SYMBOL FOR UNISEX TOILET TO BE (a)Hlnpa Approach,Push so (t)Latch Approach,Pull aide 4. MOUNTED ON FACE OF TOILET DOOR. TRIANGLE WITH 12" SIDES MOUNTED ON CIRCLE, BOTH ---------- OF 4"THICK MATERIAL: CONTRAST COLOR TO DOOR. �p PROVIDE SHOP DRAWING FOR VERIFICATION OF REQUIREMENT AND MOUNTING HEIGHTS, ETC. Sheet Title: I p,p a © RAMP LANDING AT © VESTIBULE PLAN COLD FORMED METAL FRAMING NOTES 5. REQUIRED SIGNAGE AT STOREFRONT DOORS: A READILY VISIBLE SIGN WITH LETTERS NOT { LESS THAN 1" HEIGHT ON A CONTRASTING BACK GROUND STATING "THESE DOORS TO GENERAL NOTES & DOORWAY PLAN Metal studs are per MSMA requirements. ICBG : ER No. 4943. Refer to table. Studies shall be galvanized with REMAIN UNLOCKED DURING BUSINESS HOURS" MUST BE MOUNTED ON OR ADJACENT TO ( y g THE DOORS IF REQUIRED). ADA DETAILS UM) © � C RRIDOR PLAN NOTES: minimum field strength of 33 Ksi. ( Rack' I pr�•d 1. CLEAR SPACES MUST BE LEVEL TO PREVENT WHEELCHAIRS FROM ROLLING WHEN THESTOREFRONT SIGN SHALL BE UNDER A SEPARATE BUILDING PERMIT. OCCUPANT RELEASES THE WHEEL GRIPS TO REACH FOR THE DOOR. 1/4"PER FOOT METAL STUD PROPERTIES DESIGNATION PER MSMA IS ALLOWED FOR DRAINAGE. TYPE DEPTH GAGEICEIO 4943 (p)Lateh#ppreeeh,PMM Skle I FULL HT. 6" 20 60OXC20 2. WHERE DOORS OPEN ONTO, BUT NOT INTO A CORRIDOR,THE REQUIRED LEVEL AREA VERT T S FM 4"J= i BEYOND THE DOORS MAY BE A MINIMUM OF 48". FULL HT. 4" 20 400XC20 MANEiJYlRBVG CL0ApA110E AT MANUAL{1Yflk�IG DOORS VERT STUDS 1e PARTIAL HT. 3 5/8" OR 4' 20 40OXC20 Sheet NO.: VERTSTUDS TRACK MATCH STUD 20 600ST20 OR 400ST20 BRACE 6" 20 600ST20 AOm 1 ACCESSIBILITY CLEARANCE GUIDELINE Q r E W N (� Qmo � ® ~ Z n I- X. u- E - Xu- E d Q dN Wn�1 � EO r] o Cc G ~ a 0 11'-1$' 116-4 ❑ GC TO CUT NEW OPENING FOR DELIVERY DOOR 6 ❑ ��ii II ------------ -T- -1-----r---- I I I I I I 1 Ej l _ I I I 1 1 I I I I I I I 1 I 1 I I 1 I I I _� I 9 I I 1r 1-----r----T----1-----r----T----l-----r----T----l-----r----T----1--- -r----T----1-----r----T----7----- I L/ I I L�(._______yrGC SHALL CAP ALL ABANDONED Jr9PLUMBING LINES BELOW SLAB AND FILL WITH CONCRETE. PATCH -----+----{-----X-----+----4-----�----+----{----- ----+----{--- +----+----{----+----+----{----- — I LL-- I 6 5 - FLOOR SLAB FOR SMOOTH FINISH o, 1 t7 I c7 I c71 t7 I I I I I 1 I I 1 cv I cY I c7 1 c7 I ` 1 1 r __}____1__-__L__- L____L____1____�____L____1___ _L___-L-___1____�-___L___-1_____L____l_� I I II I I I I I 1 I I 1 I I 1 I I I I I I I I I Y r-- I \ I -- � L I I n I I I I I I I I c7 ___ 1 1 7 i l r---� LI _ II 1 I 1 ___ 1 1 I I I �� I t1� I �� I I I I I I I 1 I - --- I I Ir ,I --- , I , 1�-JI T____ _ ____r-___ _____r____T____T____TT __T___ r____T.___ _____r___-T____.T_____r____T_.� _-_ rt--� (n IL t �z r-- --- "J -__ ==� '� pIRTLE.Ili I 11 1 I I I I I I 1 1 I I I �� 1 i I I I �� I p n i I I I • 1 ` ------r--- THOMAS A• --- -__—_+____ _—__}_--_{___ _ __--}___—{__—__�F____{aI__—+____}—a / 1 ---- I � 1 I CLl No. �Tl I u I I I - I v I I I I I I I i� IIN N I 1 1 1M I II I I I I I n I �� 1 I I 1 I I 1 I I I `� III I 1 11 M 1 k----31----_L----LL____L____ L --- I N I 1 t ,\ I I I I u I I I �� I I 1 I �� 1 I I I �. �. ./ I I OF Q I I ALL UNUSED CONDUITS SHALL BE ��_I �_�_I I I I I I I I I I REMOVED-AS WELL AS ALL -, ',- r�r—r----r----�— r----r----�; . r----r---- -----r----r----�--- r, .r---- -----r----r----��----r----T—i L L------ -- ----L--- t D C 2 S 2015 _1 ---I I I UNUSED CEILING SUSPENSION I 1 I , I I I 1 I I A 1 I i I I I ► 1 I I I 1 11 � I I 1 I❑ I I I I WIRES, MISC FRAMING, I i I n I I I I 1 I\ ,1 I I I I I i�. 1 1 1 6 I 8 9 I I T____{ ��_�____+____{_____�____}____{_��+_-__ __ _ �____}____{___ +_�_}-___{____+____}-___ill ~--_-+-41 I I 1 3 4 I 1 1 I I 1 I I 111 I I Ir---r---------7----------T_-- I I II I 1 I 1 1 I I I 1 c7 I ^a I c7 I I v I 1 I11 I �I I I I I I I I u I I 1 I I I I I I v I I v 1 I v I 1 I I ^ 1 I I I I I I I 8 9 1 I I I I 1 I I I Nva 1 I I I I I I __-_L____1____�____L____1_____L_-__ _ _ -----L---- - I �---N-------=- --------- I I 1 I I I I I I I I I I I I I 1 I I I I I I I I 1 I ✓� I 1 1 v I �: I II I I 1 ON 1 I I I I �� I I 1 11 -- __-_ I 1 I 1 1 1 I I I I I I I 1 I I I I I I I I JulN I I I I 1 1 I I I I I 1 I I I 1 1 I n 1 I 1 1 I 11 1 --------1 -- ----�-----r----T----T----r----T----Z----T----r----7-----r-- —T----Z-----r----T'---7-----I�F� —_"T-----1—'l --------- 1 L--- --- --- I 1 I I 1 I I 1 1 1 1 1 1 1 1 1 I I I I---I , , I I I I I t ri 1 1 I I 1 11 ARIFY IF EXISTIN o -- -- n 2 T— I� �� I 4 eI I I 1I " 1 1 1 1 I I I 1 1 I 1 1 1 1 I 1 1 1 1 1 I ---r---------T—ter•----r___ 1 I N I I 1 I 1 I I I I I 1 I I I 1 I I I 1 1 I I I ❑ I .. I I COMPAW ----- -------- _ _L--_-L__-_1_____L____L____ ____L____1___ _L.-___L-___1____ ___ I It I ♦ / I I I 1 1 � / I I I I 1 \ / I Ir----L-J L---i______T'--� ----+--- IIL li v \i %� v �i v 1 I I I I I I I 1 I 1 1 I I c7 c7 c --- __T____ T____ 1 i IC x'11 I I I I 1 I I I v II I v 1 vl t I v I I I I 9585 SW Washington ware Washington S I I N I I 1 I I I I I I 1 I I I I I I 1 I l Ir shington I I I II I 1 . I I 1 I I I I I I I ., I 1 1 I I ., 1 '00 Square Road 1 ko 1 t 12 �� i iI i i i �� 6 12 1 L �L-.1 1 A� 1 I I__II -r � n I Space 01 1 I I I I I I 11 411 I I I I 1 1 I I I I I I I I I I L- e_1 Portland, OR 97223 _I--T--F—{— + —r—{--t— —{-- +IS— — -- — �I == = - � _❑I I I I I I I I -T 112 --------ix --------------- --- ____---______---_____— —___ NJ 11 kI I T ri111 -T--r11h1--T ❑� I I I , 1 1111 1 1 11 ❑ 10,_0„ ❑ 1f 0' 8._87„ 5t 9,_8.. i g, 3,_9„ 3_Q„ 1.4 1 I( i i Project No.: 52.27.15 Drawn By: STAFF Checked By: TAP Issued Date: 12.04.15 O 1 a 2 3 Revision No. Date Preliminary Submittal 12.04.15 Issue for permit and LL review 12.18.15 t DEMOLITION PLAN 1/4„ = V-0 DEMOLITION GENERAL NOTES LEGEND DEMOLITION KEY NOTES 1. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE ❑ GC TO REMOVE(E) STOREFRONT SIGNAGE, STOREFRONT GLAZING/SYSTEM, ENTRY&FACADE AND PROCEEDING WITH WORK. (E)WALL TO REMAIN 4 FLOORING 2. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S). PROVIDE AND PLACE BRACING OR SHORING AND Material herein is for use by authorized contractors, bidders and subcontractors in connection with this BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE.ASSUME LIABILITY FOR SUCH MOVEMENT, __---___ (E)WALL/MISC.TO BE REMOVED SETTLEMENT, DAMAGE OR INJURY. P 3 GC TO REMOVE ALL PERIMETER WALL FIXTURES BACK TO FACE OF DEMISING WALL GYP. BD. (IF projectped only.AN dimensions.in tions drawings oras take precedence over scaled dimensions. Contractors shall EXISTING)AND PREP WALLS FOR NEW FINISH be responsible to verify all dimensions and conditions on the 3.CEASE OPERATIONS AND NOTIFY OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE (E) DOOR TO BE REMOVED ARCH. ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURES AND DO NOT RESUME OPERATIONS ii I ❑ IF ANY SALES AREA MERCHANDISING FIXTURES OR FURNITURE REMAIN,GC TO REMOVE AND ARCHITECT must be notifiedsof any variations from the UNTIL SAFETY IS RESTORED. 1 4 dimensions and conditions shown by these drawings. DISPOSE 4.ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF ❑ GC TO REMOVE(E) RESTROOM INCLUDING FIXTURES,WALLS, DOOR, FLOORING AND DRAIN, LIGHTS DEMOLITION. DISCONNECT AND STUB OFF. NOTIFY THE AFFECTED UTILITY COMPANY AND BUILDING 5 &FAN. GC TO CAP ALL(E) PLUMBING LINES BELOW FLOOR AND PREP FOR NEW FLOORING. MANAGER IN ADVANCE AND OBTAIN APPROVAL BEFORE STARTING WORK. ❑6 GC TO REMOVE(E)WALLS (WALL FURRING), PARTITIONS, SOFFITS AND DOORS AS NOTED Sheet Title: 5. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE LINES AND GC TO REMOVE JE) CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. IF ANY ELECTRICAL, PLUMBING, MECHANICAL OR DISPOSE. CLEAN AND PREP FOR NEW FLOORINGFLOORING AND FIXTURES (IF AVAILABLE)AND DEMOLITION PLAN 6. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSSESSION OF MATERIALS BEING DEMOLISHED AND ANY OTHER FINISH OR ELEMENT IS REUSABLE IMMEDIATELY REMOVE FROM SITE. ❑S SALES&STOCKROOM (E)AREA FLOORING TO BE REMOVED-GC TO CLEAN/PREP FOR NEW 7. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK, BUT DRAWINGS STATE TO REPLACE, G.C. SHALL FLOORING INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. PROTECT EXISTING FOUNDATIONS 9 GC TO REMOVE(E) GYP BD CEILINGS/SOFFITS, SUSPENDED CEILING TILES,GRID, RECESSED LIGHTS, AND SUPPORTING STRUCTURAL MEMBERS. PHASE DEMOLITION IN ACCORDANCE WITH CONSTRUCTION CONTACT TENANTS CONSTRUCTION PROJECT TRACK AND TRACK LIGHTS THROUGHOUT ENTIRE SPACE. ALL HVAC SUPPLY, DIFFUSERS, RETURNS SCHEDULE. MANAGER TO DISCUSS. AND SPRINKLER HEADS TO BE ADJUSTED ACCORDINGLY. 8. PERFORM DEMOLITION IN ACCORDANCE WITH ALL APPLICABLE AUTHORITIES HAVING JURISDICTION. 10 PROTECT ALL EXISTING FINISHES AND ITEMS TO REMAIN. WHERE CONDITIONS TO REMAIN ARE EFFECTED BY REMOVE(E) ELECTRICAL PANEL(S) DEMOLITION, RELOCATION, NEW CONSTRUCTION, ETC. THE CONTRACTOR SHALL REPAIR, PATCH,REFINISH, 11 Sheet No.: (E) STRUCTURAL COLUMNS TO REMAIN, GC TO REMOVE (E) FINISH BACK TO GYP BD ON OR REPLACE SAID ITEMS AS REQUIRED TO MATCH EXISTING AT NO CHARGE TO THE OWNER. SALES/STOREFRONT COLUMN 9. REMOVE AND RELOCATE EXISTING SPRINKLER PIPING AND HEADS AS REQUIRED. 12 OTHER (E) COLUMNS TO BE EXPOSED 10.ANY DEMOLITION REQUIRED OUTSIDE THE TENANT LEASE LINE SHALL BE THE RESPONSIBILITY OF THE LANDLORD. SCHLUTER > II I _< ^ E SCHIENE AE-100 cc L < 0 o TRANSITION STRIP W U In N m Y wo � m F U CERAMIC TILE < �' FLOORING / = Z rn k m < WC1 U = i DOOR HARDWARE GROUP FINISH MATERIAL LEGEND U mW n v A. ENTRY DOOR HARDWARE / LOCKSET � N n CODE MATERIAL MANUFACTURE DESCRIPTION w a m b - PIVOT: RIXSON H28 PIVOT SET W/95° HOLD OPEN (CONCEALED FLOOR CLOSURE) ~ z r'n `r`° EXISTING DECK INDICATES 3/4" FIRE RATED PLYWOOD -TOP PIVOT: RIXSON H340 PIVOT SET FLOORING = = v, X LL E ON 16 GA 3 5/8"METAL STUDS @ 16" -LOCK: FALCON 6-PIN CYLINDER RETRACTABLE HARDWARE &RECEIVING SOCKETS. m N o O.C. MAX- PROVIDE FR 1x4 TRIM AT T 2 - PUSH/ PULL: BRUSHED ANODIZED STEEL PULL TO BE FURNISHED&INSTALLED BY G.C. 36" HIGH - < a 3o 0 EDGE OF WALL F7 MALL TILE SEE MALL OPS OR a rn w > 1 1/2" DIAMETER PULL-C.R.LAURENCE LP 3634SC CRITERIA FOR SPECS ¢ - L6 o TOP RAIL 2" r rn a N m - BOTTOM RAIL: 10"H ST. STL. BOTTOM RAIL W/INTERIOR THUMBTURN LOCKS AND EXTERIOR KEYED DALTILEo E O r STYLE: EVERQUARTZ TILE O °p O LOCK F2 EVERQUARTZ THNSE MORTAR AND GROUT COLOR: CRYSTALWHITE SIZE: 24"X24" f' a 5/8"GYP. BD. STOP: DUST PROOF STRIKE faF.ci.) GROUT: LATRICRETE SPECTRALOCK IN SILVER SHADOW (214)3043361-RON MADDOX CEILING -GC SHALL - HOLDER: (1) IVES FLOOR MOUNT HALF MOON VINYL ARMSTRONG COLOR: BLUE/GREY STANDARD TEXTURE: IMPERIAL PAINT CEILING P-1 FINISH: SATIN CHROME F3 COMPOSITE TILE (717) 209-8793 SIZE: 12"X 12" SHELLEY ACKERMAN BASE: 6" (C.F.C.I.) NEW GYPSUM BOARD C4 CONCRETE FLO OLOR XISTING COLOR CEILING IN SALES AREANOCEILING IN STOCKROOM STOCKROOM TOILET B. STOCKROOM/UTILITY DOOR LOCKSET STAIN I WALL BASE Q404 HINGES: TOP (2) E-HINGE w/SADDLE - STAINLESS STEEL- CHASE#KKO062 EXISTING %" TYPE"X" BOTTOM (2) L-BRACKET w/ g'" RECEPTACLE- STAINLESS STL- PART#KO0883 B1 BASE-WOOD TBD STYLE: MATCH ASIAN SUN LAMINATE GYP. BD. ON 6"METAL EXISTING 1 HR RATED - LOCKSET: (1) FALCON PASSAGE SET 93KON16STK SIZE: 6" (C.F.C.I.) STUDS @ 16"O.C:GC TO DEMISING WALL- UL# -CLOSER: LCN #4030, FACE MOUNTED ALUMINUM FIN. MOUNTED ON PULL SIDE ENSURE WALL IS FIRE U465 - SILENCER: IVES#20 (5) PER JAMB 82 BASE -VINYL JOHNSONITE =SIZE: C-34 ALMOND TAPED, CAULKED AND 5/8"TYPE"X"GYP. BD. 5/8"GYP. BD. FLOOR STOP: IVES#436, 626 FIN. OVE (C.F.C.I.) READY FOR TENANTTO CEILING _ FINISHES. P1 PAINT - DOOR KICK: 10"HIGH POLISHED ALUM. KICK PLATE WITH BEVELED EDGES @ 3 SIDES. o MISC FINISHES P1 PULL/PUSH: (1) OUTWATER PULL# PUL-8112-S-PA28 SURFACE MOUNTED W/ALUMINUM FINISH OR 3 5/8" METAL STUD EQUAL. BAMBOO RSVC COMPANY MDF BOARD- BAMBOO-LOOK LAMINATE IN ASIAN SUN BAMBOO LAMINATE @ 16 O.C.TYP. (1) 3"X 12" PUSH (IVE-8200-3X12-32D) OR EQUAL. Lp 4 cy GC SHALL PROVIDE FRP O KEIT 6GRUB 6 (C.F.C.I.) LAMINATE PANELS KITH GRUBER AT SALES WALL STUDS GO TO DECK PANEL THOMAS A.PIRTLE, 111 (n OR TO BE DIAGONALLY C. STANDARD RESTROOM DOOR LOCKSET BREAK METAL BRUSHED ALUMINUM OR BRUSHED NICKEL .125 ADJACENT TENANT UP TO 48"AFF WITH "I SALES AREA OR BRACED ABOVE 12'-6"A.F.F. CLOSURE STRIP AT TOP T G.C. TO INSTALL PER MFG. SPECIFICATIONS-SEE SHEET N0.CANOPY TBD =1a 4171 HINGES: 3 BUTTS TA2714-26D 4)/2"X 4Y" NRP (McKINNEY) A6 &A6.1 FOR MORE INFORMATION C.F.C.I.) STOCKROOM MALL CORRIDOR OVER EXISTING - PRIVACY SET: (1) FALCON PRIVACY SET 93KOL16STK FINISH (SATIN CHROME) DRYWALL WALLS. GC TEMPERED STOP/HOLDER: (1) IVES#450 FINISH: 26D SATIN CHROME O BUTT JOINT W/MIN.Yz"GAP. SHALL PAINT WALLSGLASS TBD ( )-COAT HOOK: (1) IVES # SP571-A92 OR EQUAL ALUM. FINISH T POLISH ALL EDGES (LOCATION OF ABOVE FRP P-1 STOREFRONT ONT WOOD BASE PART OF FRP @ NEW MOP THRESHOLD: (1) TRANSITION STRIP IF NEEDED I I OF THE BAMBOO LAMINATE SINK BEYOND) -CLOSER: LCN # 1071- HINGE FACE MOUNTED, ALUM. FINISH (MOUNTED(Z—D PUSH SIDE) PAINTS HOLD GYP. BD. %" r - DOOR KICK: 10" HIGH POLISHED ALUM. KICK PLATE W/BEVELED EDGES @ 3 SIDES (TOILET ROOM EC 2 8 2015 OFF FINISH FLOOR SIDE) PAINT-GYP. BD. COLOR: BM-AC-40 GLACIER WHITE FINISH FLOOR P7 CEILING @ SALES BENJAMIN MOORE FINISH: LATEX EGGSHELL FOR WALLS 6"VINYL BASE 6"VINYL BASE D. EXIT SERVICE DOOR LOCKSET &WALLS AS NOTED LATEX FLAT FOR CEILINGS, WALLS AS NOTED ON PLAN FINISH FLOOR FINISH FLOOR P - AL +} a:� s�:ti, .-,�;�.�• - HINGES: 3 BUTTS TA2714-26D 4Y2'X 4Y2" NRP (McKINNEY) P2 WINDOW BENJAMI -EXIT DEVICE: DETEX ECL-600 FINISH: - KICK PLATE: POLISHED STAINLESS STEEL 12"X 34"X.050" CLOSER: CLOSERPLUS. #8501 BF INSIDE SPACE PA ra- ;e:'..�._:. :-w :f:r:..•.. . i:"at; -SILENCER: IVES#20 (5) PER JAMB ...-;,, j( ; , �r< j:i;f„•:a P3 STOCKROOM BENJA ='�'''•"� ': *s,'.^`•^ F=" "3''t PEEP HOLE: IVES 698 WIDE ANGLE 63-626D FINISH INSTALL @ 5-0"A.F.F. @ EXIT DOOR ONLY FINISH: - DOOR SWEEP: WEATHER TIGHT DOOR SWEEP PER LOCAL AVAILABILITY RESTROOM WALL 2 TYP. DEMISING WALL SECTION 3/4"=1'-0" 3 TYP. WALL SECTION @ TOILET 3/4"=1'-0" DOOR BUZZER WITH CHIME OVER SALES/STOCK DOOR MARLITE THE WAU(ING COMPANY WHERE EGRESS DOORS ARE USED IN PAIRS MANUALLY OPERATED FLUSH BOLTS OR SURFACEWC1 FRP PANEL (330) 343-6621 COLOR: WHITE (C.F.C.I.) BOLTS ARE NOT PERMITTED AS PER IBC 1008.1.9.4. FLUSH BOLTS ARE PERMITTED ON THE INACTIVE ROBERT PERLSTEIN LEAF COMPLYING WITH IBC 1008.1.9.4 EXCEPTION 4 PROVIDED THAT LEAF HAS NO DOOR HARDWARE CEILING FINISHES EXISTING DECK or STYLE: MESA-SQUARE I AYAN 687) STRUCTURE ABOVE AC1 EXISTING „ DOOR HARDWARE NOTES ACOUSTICAL REPAINT (E) EXPOSED I FE AC2 EXISTING/N STYLE/SIZE : M Washington Square DOOR NOTES: ACOUSTICAL TILE 877 REPAINT (E) P1 9585 SW Washington 1. DOORS WITHIN THE PATH OF TRAVEL FOR HANDICAPPED TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER, PANIC BAR, OR PUSH/PULL HARDWARE. Ct GYPSUM BOARD e"THICK TYPICAL, UNO Square Road 38 20 GA METAL STUD 2. EXIT DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE DIAGONAL BRACING OR EFFORT. INSIDE FACE TO BE THUMBTURN, OUTSIDE FACE KEYED. Space G01 @ 6'-0" -SECURE 3. DOOR CLOSERS TO BE ADJUSTED TO PROVIDE FOR A MAXIMUM EFFORT TO OPERATE OF 5 LB.AT FIRE 6-0` O.C.O. ABOVESEEDOOR USE MINIMUM FORCE ACCEPTABLE BY FIRE MARSHALL. PAINT SPECIFICATIONS: Portland, OR 97223 TO DETAIL SEEA2.1 4. THRESHOLDS SHALL NOT EXCEED 1/2" HEIGHT. REFER TO SHEET A2 5. BOTH SIDES OF DOORS SHALL BE FINISHED THE SAME UNLESS NOTED OTHERWISE. io 6 .EXIT DOORS AT STOREFRONT SHALL HAVE SIGN ON TOP RAIL STATING 'THE DOOR TO REMAIN UNLOCKED CASINGS, TRIMS,WOOD BASE& PAINTED MILLWORK SHALL BE PAINTED WITH SATIN FINISH ENAMEL. DURING BUSINESS HOURS" IN 1" HIGH WHITE LETTERS ON A TRANSPARENT BACKGROUND. LOCKING DEVICE SHALL BE A TYPE THAT IS READILY DISTINGUISHABLE AS LOCKED. WALLS TO BE LATEX EGGSHELL FINISH BASED PAINT. 7. UNLESS NOTED OTHERWISE, DOORS NOT LOCATED BY DIMENSION SHALL BE CENTERED ON THE WALL OR NEW GYPSUM BOARD LOCATED 4" FROM WALL TO EDGE OF DOOR BUCK. CEILINGS AND SOFFITS TO BE FLAT FINISH LATEX BASED PAINT. CEILING IN SALES AREA 8.ALL LEGAL EXITS SHALL BE PROVIDED WITH SELF-ILLUMINATING EXIT SIGNS HAVING 6" LETTERS WITH 3/4" NO CEILING IN STOCKROOM STROKES IN CONTRASTING LETTERS (PROVIDED BY TENANT, INSTALLED BY G.C.). DOOR HARDWARE NOTES: IT IS VERY IMPORTANT THAT ALL PAINTED 1. LOCK CORES: PROVIDED BY OWNER, INSTALLED BY OWNER. SURFACES RECEIVE (1 ) PRIMER COAT AND (2) Project No.: 52.27.15 2. G.C. TO PROVIDE CONSTRUCTION CORES DURING CONSTRUCTION. Drawn By: STAFF 3.ANY EQUIVALENT HARDWARE MUST BE APPROVED BY THE ARCHITECT OR BY THE TENANT DIRECTOR OF FINISH COATS. GC TO COORDINATE. CONSTRUCTION. Checked By: TAP 4.5. ALL DOORS AND FRAMES TODWARE FINIAL TO HBRUSHED BE PAINTED OIL BASE, SEMOME #626. I-GLOSS.SBINEXCEPT FOR DOOR#2 RIN EFERAO DETAIL ACOUSTICAL TILE SPECIFICATIONS:RDWARE Issued Date: 12.04.15 6. ALL HARDWARE TO SHALL COMPLY WITH APPLICABLE BUILDING CODES, Revision No. Date INSULATION BOTH THERMAL AND ACOUSTIC SHALL 7 MAXIMUM DOOR OPENING EFFORT: EXTERIOR DOORS:85 LBS. INTERIOR DOORS: 5 LBS CHAORACTERISTECSNCLASS USTICAL CILIG TILE S4 ALL BE ASTM E84 SURFACE BURNING Preliminary Submittal 12.04.15 FIRE RATED DOORS: 15 LBS COMPLY WITH IBC 803.8 & 719 & ASTM E84 FLAME SPREAD: 25 SMOKE DEVELOPED: 10 Issue for permit and LL review 12.18.15 STOCKROOM SALES AREA ANCHOR STUD BRACING TO DECK OR STRUCTURE ABOVE AS FOLLOWS: #8X3/8"MAX METAL SCREWS @6'O.C. INTO DECK DOOR SCHEDULE MILLWORK FINISH SPECIFICATIONS: 16 GA. MIN. SLOTTED STRUCT. 3 5/8" METAL STUD TOP TRACK WITH STAND ABOVE 3/s" —LAG BOLT MK SIZE QTY TYPE FRAME HDWR. NOTES LOCATION BAMBOO-LOOK LAMINATE IN ASIAN SUN @ 16"O.C.TYP. OFF WASHERS- STUDS GO TO DECK UL-HW-D028 OR METAL STUDSO PAIR ALUM./GLASS . O.H. NPUCHED @ 6'-0" T-0"x 9'-0" AL A NEW STOREFRONT 1 OR TBE DIAGONALLY SLIPTRACK SYSONDOORS BRACED ABOVE 12'-6"A.F.F. SLOTTED SINGLE O.C. (MAX.) -MIN. 2 A TRACK WHI 495-1266A 1 -#8 PER WALL SECTION, PAIR BAMBOO LAMINATE APPROVED ALTERNATE. SCREW 45"MAX STAGGERED 2 4'-0"x T-0" 1 ELIASON DOOR HM B NEW STOCKROOM AT SALES WALL POWDER DRIVEN PINS TYP) Material herein is for use by authorized contractors, (PDP) @ 12"O.C.TO 8" MIN. AT WALLS 33'-0"x 6'-8" 1 S.C. WOOD HM C NEW RESTROOM bidders and subcontractors in connection with this STRUCTURE ADJACENT TO DOOR project only.Al dimensions in these drawings shall take PERIMETER COVEHM precedence over scaled dimensions. Contractors shall NEW SERVICE EXIT be responsible to verify all dimensions and conditions on O 3'-0"x 6'-8" 1 20 MIN LABEL HM D 5/8"GYPSUM BD. (SEE the job. ELEV. FOR FINISH) ARCHITECT must be notified of any variations from the CONT.TOP TRACK dimensions and conditions shown by these drawings. A - STOREFRONT DOOR - SEE SHT. A6 TYPE "X"GYP. METAL STUDS @ BD. EACH SIDE 16"O.C. (TYP. ALL WOOD BASE PARTITIONS) FINISH TO MATCH Sheet Title: INDICATES WINDOWS PROVIDE BALL WALL-SEE INSUL. 3/"EXP BOLTS @ FULLY WELDED MILLWORK DWGS SCHEDULES & WALL WOOD BASE PART OF 48"O.C., MAX. METAL FRAME VINYL BASE THE BAMBOO LAMINATE CONT. BOTTOM W/ASIAN AMBOO SECTIONS FLOOR COVERING FINISH FLOOR TRACK EXIST. CONC. SLAB LAMINATE KNOCKDOWN (SEE SHEET A2&A2.1) FINISH- Y FRAME C9 FINISH FLOOR APPLIED BY GC `o 20 GAUGE 3 B"OR&METAL STUDS @ 16"O.C. MAX. METAL STUDS MANUFACTURED BY: MILCOR, ICBO#2048P, OR MSMA, ICBO#4943, KICK o _ OR USG, ICBO#1497, OR WESTERN ICBO#2274. PLATE KICK PLATE N Sheet No.: :..... METAL TO METAL FRAMING CONNECTIONS WHEN DRYWALL, PLYWOOD OTHER 5 SIMILAR WALL MATERIALS ARE NOT USED ON METAL STUDS, USE #12 SCREWS. B - HOLLOW METAL C - HOLLOW METAL CONCRETE SLAB A2.1 ELIASON - DOUBLE SWING D - SOLID CORE WOOD 1 TYP. WALL SECTION 3/4"=1'-0" 4 TYP. WALL BRACING DETAIL 11/2"=1'-0" DOOR ELEVATIONS 5 TYPICAL BASE N.T.S. A2ml f— Q o r 7'-2" Lu Q d Q a t- Z o 5 30" 60" 5" = E 5 7 9 4 6 1 6 6 6 7 7 5 9 7 Y 3 N D ao9aUa N c N a 16" 15 18" EoQn P1t 39 D a' o - 41 WALL a PAINT 12" 3'-6" WALL WALL \ TYPICAL PAINT TYPICAL 17" MIN PAPAINT INT � 2-0 MIN TYPICAL TYPICAL \ r \ 5 \ MOP ,)ink00 A I co 3' 0' �� 6" MIN. TLL 0 o \ ) wc1 rr 2 B 0' UU)i __ f Z - - A2.2 I to CO o z wc1 \\ — �� v — j wc1 M wc1 co / o co 0) W L9 lV (7 V i \ 3 z „ _rr 1 a 11 12 �� 3 z �THOMAS A.PIRTLE,III C� 15 MIN 16" - 18" 8" MIN 3'-0" x 6' 8" (EXISTING) Ct1 �io.4,71 �' T28 • l A B C KNEE CLR D water dispenser2 RESTROOM ELEVATIONS 1/2" = 1'-0" RESTROOM NOTES: I / CLEARANCE AT LAVATORIES IS 30" METAL STUDS WIDE BY 48" DEEP PER SECTION 305 NOTES: G.C.TO DETERMINE IF BOTH SIGNS ARE REQUIRED BY LOCAL JURISDICTION. AND 306 ANSI A,17.1-2003 I SIGNS ARE PHOTO POLYMER SUBSTRATE WITH PROVIDE SQUARE SIGN ONLY IF TWO SIGNS NOT REQUIRED. 1/32"RAISED TYPOGRAPHY AND BRAILLE G.C.TO VERIFY WI LOCAL JURISDICTION IF STAINLESS STEEL SIGNS ARE AN CLEARANCE AROUND TOILET IS 60" I EQUIVALENT LAMINATED TO 1/8"TH. ACCEPTABLE ALTERNATIVE, IF SO,GC TO PROVIDE STAINLESS STEEL SIGNAGE MINIMUM PERPENDICULAR FROM THE L J PAINTED ACRYLIC. SIGN BACKGROUNDS SIMILAR TO BELOW 5/8"GYP. BD. SIDE WALL AND 78 INCHES MINIMUM AND RETURNS ARE TO HAVE CONTRASTING PERPENDICULAR FROM THE REAR COLORS TO PICTOGRAMS. FRP PANELS&TRIM THE WALIGNG COMPANY WALL PER 604.3.1 MN BLDG CODE SIGNAGE COLOR&LETTER SIZE SHALL COMPLY 1 RESTROOM PLAN 1/2" = V-0" w/LOCAL CODE&ADA REQUIREMENTS. 1'-0" 1-1/4"STAINLESS STEEL 5/8"GYP. BD. GRAB BAR BY: WASHROOM 2"x 12" FIRE RETARDANT • ACCESSORIES#MK 20, MODEL A WD BLOCKING CENTERED RESTROOM KEY NOTES CEEARANCE ATOLAVATORIES IS 30" - - b _ _ s a WOOD 12" FIRE-TREATED — — — — AT ABOVE FINISH FLOOR WIDE BY 48" DEEP PER SECTION 0" A.F.F. WOOD BLOCKING — I — — AT GRAB BAR LOCATION Washington Square 1 TOILET AND 306 ANSI Al 17.1-2003 — FASTEN BAR TO 9585 SW Washington CLEARANCE AROUND TOILET IS 60" EQ F.R. WOOD GRAB BAR ❑2 WALL BASE 82 MINIMUM PERPENDICULAR FROM THE BLOCKING W (2) Square Road SIDE WALL AND 78 INCHES MINIMUM ' UNISEX �`� 2-1/2" PHIILILIPS HEAD SHEET Space G01 ❑3 LAVATORY PERPENDICULAR FROM THE REAR DOOR MTD.SIGNAGE I �Ik WALL PER 604.3.1 MN BLDG CODE SEE NOTES ABOVE METAL SCREWS ❑4 PAPER TOWEL DISPENSER EQ.... • Q2 LL: Portland, OR 97223 WALL MTD.SIGNAGE ON LATCH SIDE ENTRY- t'- ❑5 SOAP DISPENSER RAISED TYPOGRAPHY IS FRANKLIN NOTE: GOTHIC DEMI BOLD.COLOR IS WHITE TO GRAB BAR MUST NOT S.S. 36"&42"GRAB BARS MATCH 3M SCOTCHCAL#3470 WHITE ROTATE IN SLEEVE. WAINSCOT AND EDGE TRIM -48"TALL WCt ❑7 ALSO SEE NOTES ABOVE PAINT BRAILLE TO MATCH SIGN BACKGROUND DETAIL PIAN ❑8 TOILET PAPER DISPENSER NOTE: GRAB BARS SHALL SUPPORT 250 LBS 24"w x 36"h MIRROR MINIMUM IN ALL DIRECTIONS F-9 Ict ,D 4 RESTROOM HC SIGNAGE 1 1/2" = V-0" 5 HC GRAB BAR DETAIL N.T.S. DrawnB : 5STAF5 Drawn By: STAFF 11 S.S. 18"VERTICAL GRAB BAR Checked By: TAP 12 SEAT COVER DISPENSER Issued Date: 12.04.15 Revision No. Date RESTROOM GENERAL NOTES Preliminary Submittal 12.04.15 RESTROOM FIXTURE / ACCESSORIES SCHEDULE Issue for permit and LL review 12.16.15 PLAN AND ELEVATIONS AS DRAWN ARE TYPICAL AND ARE INTENDED TO BE NOTE: GC SHALL PROVIDE AND INSTALL THE FOLLOWING ACCESSORIES IF DIAGRAMMATIC ONLY. SOURCE:ADA FEDERAL FEG.VOL.56, No. 144 DATED NOT EXISTING IN THE RESTROOMS TO BE REUSED: 7/26/91, RULES AND REGULATIONS. REFER TO PLAN ABOVE FOR LOCATION, CONFIGURATIONS AND OVERALL ROOM DIMENSIONS. CONTRACTOR TO DETERMINE IF (E) TOILET AND SINK CAN BE REUSED PRIOR FIXTURE / TO DEMOLITION. ACCESSORIES MANUF MODEL # FINISH MTG. REMARKS INSTALL NEW TOILET AND SINK IF (E) FIXTURES DO NOT MEETS A.D.A. REGULATIONS. TOILET PAPER BOBRICK #B-2730 S.S.W/ SURFACE DISPENSER SATIN FINISH WATER CLOSET- SEAT SHALL NOT BE SPRUNG TO RETURN TO LIFTED POSITION-CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE 42"GRAB BAR @ SIDE, S.S.W/ WIDE SIDE OF TOILET AREAS. WC BOWL SHALL BE OF THE ELONGATED TYPE BOBRICK #B-6806 SATIN FINISH SURFACE Material herein is for use by authorized contractors, 36"GRAB BAR bidders and subcontractors in connection with this project only.All dimensions in these drawings shall take SEAT-COVER DISPENSER BOBRICK #B-4221 S.S.W/ SURFACE precedence over scaled dimensions. Contractors shall LAVATORY- HOT WATER AND DRAIN PIPES SHALL BE INSULATED SATIN FINISH be responsible to verify all dimensions and conditions on the job. GRAB BARS-SHALL BE 1 1/4" DIA. W/ 1 1/2"CLEARANCE TO WALL. BAR SSW/ io ARCHITE and conditionshown of a b variationsfromthe . . FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND 250 PAPER TOWEL BOBRICK #B-4262 SURFACE dimey these drawings. LBS. IN BENDING, SHEAR AND TENSION. DISPENSER SATIN FINISH HC SIGNAGE-SEE SHEET A2.2 SANITARY NAPKIN BOBRICK SURFACE S.S.W/ SURFACE AS REQUIRED IN CERTAIN DISPOSAL #B-270 SATIN FINISH LOCATIONS LAVATORY AND WATER CLOSET CONTROLS -SHALL BE OPERABLE WITH Sheet Title: ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF SOAP DISPENSER BOBRICK #B-4112 S.S.W/ SURFACE THE WRIST. SHALL BE OPERABLE BY FORCE OF MAX. 5 LBS,AND SHALL BE SATIN FINISH LOCATED 44"A.F.F. MAX. RESTROOM PLAN & GC SHALL INSTALL FRP BOARD AND EDGE TRIM FULL WIDTH BEHIND MIRROR-24"X36" BOBRICK #B-165-2436 S'S'W/ SURFACE (NEW) MOP SINK UP TO 8'-0"A.F.F. -THE SAME FRP BEING USED IN THE SATIN FINISH DETAILS RESTROOM WILL BE USED INSTANT HOT WATER CHRONOMITE S SERIES, 3.0 kW, REFER TO MECH. FOR DISPENSER 208 V, 15 A SPECIFIC MODEL LAVATORY FAUCET SYMMONS S-20 SERIES, #LP SATIN FINISH SURFACE ADA COMPLIANT PLUMBING CONTRACTOR SHALL CLEAN OUT THE EXISTING SANITARY SEWER LINES FROM THE TENANT'S SPACE TO MAIN Sheet No.: BUILDING SEWER LINE WHICH SHALL BE FIELD VERIFIED.THIS LINE SHALL BE CLEARED OF ALL EXISTING DEBRIS AND SHALL BE GUARANTEED THAT A CLEAR FLOW SHALL EXIST WHEN THE TENANT TAKES POSSESSION. i ¢ I a Mo I++ F o 0) n v J C') Nn � U J W G ;u rpv ? Q F C) ont — ztnn � 2 = .X m Q (E) MALL SERVICE CORRIDOR w I m m ~ o S c3 o � Ud ¢ L N 09 , Q — _ L m r M Q N K ADJACENT o ° m 6 14 TENANT 110 A I -—-—-—-—-—- - - _ - -—-—-—- -— .' O --- 11H ---- ---- rGw.. ...... .. .;. .' ' , centered : , . m I I o I on m •�• - :,..;; '':: X1 AiiG�urae- centered otV mtduee-typ a 09 typ MMM I M M M M M M M 2-14� tz . .. — — — — — f __Tl " 3'- �3'fr" 3'-10'" 3'-1 44 " 6 9 �....I N).HC TLT.. .' thim If on j oLTNL. t DP -f fr. ' NLMIFM _ _ O _ _ _ _ _ M M a 0" co q STOCKROOM q D I f o° I 2.64Co " 4_o° 4._0„ a_o, 4'-0" 2,X34„ I I j ¢ I J J J 1 J I f - - - - 111L^^-�^--111 O D! _ _ oT _ D[r _ _ _ r l of i V kliorAa.'Pti W �iI-� I I tSo.dt7i I I I f s ¢ I - I MFM I M M 10 I MFM W I 4 0„ b rn _0„ ZIP j SALES . _L _ . _ . _ J J EXPOSED CEILING NL W q IN STOCKROOM �3'-6" a'-o" i 8'-a' 6,_0„ I , I EC 2 8 2015 — sf Dco L — _ � _ — �[ - - - — — — DP — - - r f j 4'_0" 4'-0' f 4'-0" 4'-0" 4'-0" —J _J 1 J —J 2-0 — — - I f f� ADJACENT �" i Icentered p (T� I TENANT Iflxture8- \�J'J GYP. BD. CEILING I I I 'P ' SIN fN I @ 12--0" A.F.F. I g�g £L: _ $" — . _ — — . — . _ _ . _ . _ _ �'T.'� cx,tend +�� If' on flnuree a 1'-10 OL DL y° THE WALIa G CO A,N Ed M 1 N f 8 0 lewtaniid Mry-ryp 6,_0„ 7 2'0" 1,�„� 4'-0” � �ry„ ! f I f —5'4 74, o �" I -1v ADJACENT — fl ;o I v n TENANT v J J HHR HHR HHR HHR HHR HHR HMR HHR 2 f ......... 3'03'-03' 0' 3+" 3'-0' 3'-0 � I — " — 3,_0, f " Washington Square M col _ ® 9 _—SMe N R ® ® , 9585 SW Washington 10 ° A Square Road _ 3 Space G01 I11 I 1' 8" 3'-6 -8" 1 " T-6" ' '$' 1'±' V-&' 1'-8" 2' 6" 4'-6" 3'-0' -� -� 6'-4" Portland, OR 97223 9 3 8 4 12 TMp (E) MALL COMMON AREA 10 1a 2 3 Project No.: 52.27.15 Drawn By: STAFF Checked By: TAP Issued Date: 12.04.15 Revision No. Date Preliminary Submittal 12.04.15 Issue for permit and LL review 12.18.15 1 REFLECTED CEILING PLAN 1/4" = V-0" REFLECTED CEILING PLAN GENERAL NOTES LIGHTING LEGEND REFLECTED CEILING PLAN KEY NOTES 1. G.C. TO INSTRUCT LIGHTING INSTALLER TO 5. GC TO ENSURE THAT ANY EXISTING CEILING TILE SYMBOL DESCRIPTION LAMP SYMBOL DESCRIPTION LAMP ❑ Material herein is for use by authorized contractors, LOCATE LIGHTS PER THE DIMENSIONS SHOWN ON TO REMAIN ARE INA"LIKE NEW CONDITION. DL COLUMBIA 1 EXPOSED TO DECK IN THE STOCKROOM bidders and subcontractors in connection with this CON-TECH LIGHTING 120 V/LED 4' Lensed LED Striplight, 3000K, Medium Lumen Output, 120 V/ (2) 4'32W T8 project only.All dimensions in these drawings shall take SHEET A3. DO NOT SCALE LIGHT LOCATIONS FROM OTHERWISE CEILING TILE TO BE REPLACED. 8 x 8, Recessed, LED Downlight, Matte White Trim Finish ❑2 NEW BREAK METAL CLAD CANOPY @ 9'-0"A.F.F. , SEE SHEET A6&A6.1 precedence over scaled dimensions Contractors shall Interior sales INTEGRAL40W LED 0-1OVDimming, Universal Voltage THE ELECTRICAL LIGHTING PLAN. ( riP) MODEL: RLBSQLED40K12DEBLISWHT J be responsible to verity all dimensions and conditions on 6. (N) GYP. BD. SOFFIT AND CEILING IN SALES MODEL: LCL4-30ML-ED-U the job. 3 NEW GYP. BD. CEILING & LIGHTS AT WINDOW DISPLAY @ 12'- 8'A.F.F., SEE PLAN ABOVE- P1 ARCHITECT must be notified of an 2. G.C. TO COORDINATE WITH SPRINKLER SYSTEM AREA. DIFFUSERS IN SALES ARE TO EXISTING-SEE CON-TECH LIGHTING COLUMBIA y variations from the S M S dimensions and conditions shown by these drawings. DESIGNER/INSTALLER TO ENSURE THAT PLANS Mini 02 Multiple LED Recessed Downlight Adjustable, 1200 4' Lensed LED Striplight, 3000K, Mediumn Lumen Output, ❑4 INDICATES NEW STOREFRONT SIGN- SEE SHEET A6 FOR ADDITIONAL INFORMATION SPRINKLER HEADS THROUGHOUT STORE DO NOT110001 Lumens, 3000K, 120V TRIAC Dimming (Forward Phase), Spot 120 V/LED JE 0-1 OVDimming, Universal Voltage With Emergency Battery 120 V/(2) 4,32W TS INTERFERE WITH DOWN LIGHT PLACEMENT AS 7. GC TO SUPPLY SPRINKLER DRAWINGS AND APPLY (display tables typ) Beam, Three Linear Lamps, Matte White Housing/Head Finish, INTEGRAL few LED Pack PROVIDE WITH 90 MINUTE BATTERY SHOWN. ANY CONFLICTS BETWEEN SPRINKLER FOR PERMIT AS REQUIRED. Matte White Trim Finish MODEL: LCL4-30ML-ED-U-ELL14 BACKUP AND UNCONTROLLED HOT 5 @EF Pb4li 1489+r+E PLACEMENT AND DOWN LIGHT LOCATIONS TO BE MODEL: RDA41_2301<12D1SX3WHT-P BARRON EXITRONIX Sheet Title: BROUGHT TO THE ARCHITECT'S ATTENTION FOR 8.ALL SPRINKLER HEADS LOCATED WITHIN THE CON-TECH LIGHTING EM EMERGENCY LIGHT SUPPLIED W/LEAD-CALCIUM 2HLEDS ❑6 NEW RESTROOM GYP. BD. CEILING @ 9'4"A.F.F., SEE PLAN ABOVE-P1 RESOLUTION PRIOR TO INSTALLATION, GYPSUM SOFFIT MUST BE CONCEALED TYPE HEADS M M M Mini 02 Multiple LED Recessed Downlight Adjustable, 1200 BATTERY MODEL: LED-90 (WHITE) WITH COVER PLATES TO MATCH CEILING FINISH. 0 0 O .D Lumens, 3000K, 120V TRIAC Dimming (Forward Phase), RECESSED ADJ EMERGOWNLIGHT ❑7 NEW GYP. BD. BULKHEAD @ 11'-10"A.F.F. - Pt FLAT REFLECTED 3. GC SHALL SET ALL CEILING AND SOFFITS USING A ALL OTHER HEADS MAY BE SEMI-RECESSED HEADS. 120 V/LED ER(perimeter typ) INTEGRAL 18W LED MODEL: RDG-6-12-WHO 120V, 4.OW CEILING PLAN iMedium Beam,Three Linear Lamps, Matte White LASER LEVEL TO ACHIEVE A CEILING THAT IS ❑S NEW ACCESS PANEL IN GYP BD @ 9'-0'A.F.F., REFERENCE DETAIL 3/SHEET A3 PLUMB, LEVEL AND SQUARE TO ALL WALLS AND Housing/Head Finish, Matte White Trim Finish EXITRONIX MODEL: RDA4L230K12D1 MX3WHT-P 120 V/INTEGRAL,LESS THAN 5W SOFFITS. ® LED Exit Sign, Edge-Lit, Single Face, Self Testing Exit Sign PER FACE.PROVIDE WITH 90 9 INDICATES 36" LONG POSTER HANGING TRACK SECURED TO GYP CEILING- MOUNTED 32" FROM FACE CON-TECH LIGHTING X2 (SALES ENTRY) MINUTE BATTERY BACKUP AND OF STOREFRONT 4. GC SHALL PROVIDE 2'-0"X 2'-0" FLUSH MOUNTED M F M Mini 02 Multiple LED Recessed Downlight Adjustable, 1200 MODEL: S902-WB-SR-RC-WH UNCONTROLLED HOT ACCESS PANELS IN GYP BD. CEILINGS TO SERVICE Lumens, 3000K, 120V TRIAC Dimming (Forward Phase), Three 120 V/LED EXITRONIX120 V/INTEGRAL,LESS THAN SW 10 NEW GYP BD CEILING -SALES AREA @ 12'-0"A.F.F. EQUIPMENT IN THE CEILING SPACE IF REQUIRED, (interior sales typ) Linear Lamps, Matte White Housing/Head Finish, Matte White INTEGRAL 18W LEDf A LED Exit, Red, Universal, Plastic Housing, With Battery, PER FACE.PROVIDE WITH 90 INCLUDING BUT NOT LIMITED TO HVAC UNITS, Trim Finish Xt 17_71Q White Finish MINUTE BATTERY BACKUP AND JUNCTION BOXES, AND VOLUME DAMPERS. PANELS MODEL: RDA4L230K12D1 FX3WHT-P UNCONTROLLED HOT 11 MODEL: VEX-U-BP-WB-WH Sheet No.: ARE TO FIT FLUSH WITH CEILINGS AND SHALL BE PAINTED TO MATCH ADJACENT CEILING. CREE GC TO SELECT id119TIH19 EI@i IT@ 14T p141111l8 Alii @T961K19@M p @11miEMiiF1611T TB Reil Ylli 6" LED Recessed Down Light New construction Housing 120V, HH O$ 41NCH DIAMETER CEILING MOUNTED SPEAKER, GU24 Socket, IC Rated With 800 Lumen 3000K LED Module, (2) PER STORE --" -r,". a i, Ril. S +nrte : e,e+IT8 41 B Uig" 0-P.P., @EE RW* 0,@@ RI HHR White Finish SUPPLIED BY TWCo .e.e.._o,.��K .. �� MODEL: RC6-12W-GU24/CR6-80OL-30K-12-GU24 JJ O RECEIVER 14 NEW GYP BD CEILING AT REAR DOOR ALCOVE @ 10'-0"A F F. Remodel Housing Available MODEL:T.B.D n E r V 10Q N r m m U I F- z05' P,- 2 m DIM I= y r3 =� ° o @) < J N mN d � cn4N ¢ E o / (E) MALL SERVICE CORRIDOR = I ° m a p i GC to provide&install VITAPUR hot, room THIS STORE DOES NOT HAVE A CHECKOUT AREA and cold drinking water dispenser ADJACENT Model no: VWD54468LS OR CASH TRANSACTION COUNTER. THE Purchase from Home Depot TENANT 1.-41., 1.-41.. EMPLOYEE USES THE CTS STATION (COMFORT 2'-0" 4'-32" 2 2 4'�„ TECHNOLOGY STATION) AS A PLACE OF - -—-—-—-—- - - - - - -—- -—-—- TRANSACTION MUCH LIKE A CONCIERGE DECK. SHOULD A PERSON NEED A LOCATION FOR AN 1 a KEEP CLEAR \ 181vx6( h L---- I F2 4'4 F2 mirror ____ -_____-- _ II ACCESSIBLE STATION THE BACK OF THE DISPLAY m I I ZONE 12'-0"ABED display — � 2' 9" i TABLES ARE 32" A.F.F. AND CAN BE USED A CHECK o 1 1 _F2t �' 2 WRITING LEDGE _ u I � T NOTE: \\ (N) HC TLT/ 6-3-- 5 '-3" 5 _ \ / seat 4'-0" seat 1 GC SHALL UNPACK, SET AND LEVEL FLOOR FIXTURES I 4sx1z" 3'-11a" - - - �\ �� 3'-°" ; `Gj ll ON BEHALF OF THE TENANT 1 I o water /' `� zaXza inner dig x I f T-0- spinner Q C7 seat i7 THONIA$A.�11.Ir•Ill / r dispenser \ ¢ 0 LL 1 a No.4171 mobile aisle 34' ( i o STOCKROOM ^ ° w x - S o Jf- O n g¢ I U J H n x12" W > r, mIs STOCK SHELVING REQUIRES A 42X,2" 48x,2' a a a ¢ 1 48"x12" L — 'i all O. O H N 00 SEPARATE PERMIT FOR I Cr L 42"x,2" 48"x,2" 0 " EC 2 8 2015 W 48'x12. LLO ('L,1 m 2 O CIL 1 ANCHORAGE AND ENGINEERING Lu = J Cn � creat 4-2" a�' ¢ I 48'x12- F a W f� X mobile ebb 30' F O LU Up, Q � Lu v r 5'-0., I b m J 48"X12" C ¢Q ¢ 0 O ^ 1 z Itl ~ O ~ 4z"x4 48"X12" SALES 6'-0" G.C. SHALL PROVIDE AND 2 .x12. 42x,2" 48X,2' _ A LD LU INSTALL WATERPROOFING I 36x12 6'x12' 42x12 v ; AS I m 1 48'x12- 48'x12= D e C MATERIAL THAT MEETS WITH 1 3x'2" 3e"X'2" 42"X'2" 3-°., 48'x12" 148'x12"a I I B — II B 1 A ADJACENT LANDLORD CRITERIA & ALL 1 mobbaleb35 mobilealab30 I seat I seat seat LL I TENANT APPLICABLE ENTITIES FOR THE „ I 4-2" a'-°" a'-o" THE WALIaNG COMPANY rot TOILET ROOM AND ALL WET 36'x12' 6X12" 42'x12" 8"x12" – I I AREA FLOORS. ( 36"x12" 36"X12" 42"x12" 48"x12" 36"x1 I I display table display table display table 36'x12" 6"x12" 42'x12" 48'x12' 36"z ti 1 _ 36"x12" 36'x12" 42'x4 COMMON PATH OF EXIT o - 48'x12' 36'X1 N E) N SHALL NOT EXCEED 110 n ADJACENT v a I - TENANT Washington Square 36"x12" 36"x12" 42-x12" v i I�pi I 36'X12' 36"x12" 42-x12" I I 36'x1 I wrw tnino,� 36-x12- 6'X12' 42'x12- 3'-2" I mirror a Ai 9585 SW Washington 1 0 i36.x Square Road 36'x12" 6"x12- 42"x12" 3'-6" 36"X12' - 1 _ " 36-X12" 36"x12" 42"x12" I 36"x12" Igterrent graphic i t\x Space G01 /� display able p y a y A Portland OR 97223 PIPP CAPACITY ANALYSIS 6"x12" 42'x12' --- =—\ display table dis a abia 48"x12- 36"x12" 36"x12" 36"x12" 36 12' BASED ON 10' HEIGHT SHELVING 1 36"x12" NO DESCRIPTION (21) 48 x 12 UNITS x 105 PAIRS = 2,205 3-6" I 3'-0" 2-6" &1 2'-6° 3'-0" (16) 42 x 12 UNITS x 79 PAIRS = 1 ,264 odiptes3x4x1displaycases rlw(37) 36 x 12 UNITS x 79 PAIRS = 2,923 tone finish -typ(e romhee or stone finish-ryp(see cul sheet or mig instillation spars) (2) 30 x 12 UNITS x 79 PAIRS = 158 I (E) MALL COMMON AREA Project No.: 52.27.15 Drawn By: STAFF TOTAL CAPACITY: 6,550 Checked By: TAP O 1a 2 3 Issued Date: 12.04.15 SQUARE FOOTAGE ANALYSIS Revision No. Date Preliminary Submittal 12.04.15 SPACE SQ. FT. Issue for permit and LL review 12.18.15 SALES AREA (not incl recessed entry to LL) 1 ,058 STOCKROOM (not incl restroom OR alcove) 674 TOTAL USEABLE SQUARE FOOTAGE: 1,732 TOTAL LEASELINE SQUARE FOOTAGE: 1,929 1 FIXTURE PLAN Material herein is for use by authorized contractors, FINISH NOTES FIXTURE SCHEDULE SEE SHEET AI FOR BENCH AND TABLE DETAILS CRITICAL NOTES bidders and subcontractors in these iwings this project only.All dimensions in these drawings shall take precedence over scaled dimensions. Contractors shall be responsible to verify all dimensions and conditions on 1. ALL PAINTS &WALL COVERING SHALL BE APPLIED IN ACCORDANCE W/ MANUFACTURER'S SPECIFICATION the job. AND RECOMMENDATION FOR THE PARTICULAR SURFACE. display table a za', a G.C. SHALL PROVIDE TYPE 2A-108:C FIRE EXTINGUISHERS AT A RATE OF (1) PER ARCHITECT must be notified of any variations from the graphic P EVERY 3,000 SQ FT AND SHALL BE PLACED SUCH THAT THE MAXIMUM DISTANCE dimensions and conditions shown by these drawings. 2. PAINT FINISH OF METAL PARTS OF DOOR FRAMES, DOORS AND EXISTING COLUMNS ETC. SHALL BE SEMI-GLOSS ENAMEL. CTS/POS TRAVEL DISTANCE TO ANY EXTINGUISHER SHALL NOT EXCEED 75 FEET. FIRE ' 2°�•� EXTINGUISHERS ON THE PLAN ARE INDICATED BY"FE" BUT THE FINAL LOCATION 3. ALL METAL SURFACES SHALL BE PROPERLY PREPARED PRIOR TO PAINTING, IF REO'D. p F2 SHALL BE COORDINATED WITH THE FIRE DISTRICT REPRESENTATIVE. Sheet Title: 4. ALL WALLS SHALL BE PROPERLY SPACKLED, SANDED AND PRIMED W/ (2) COATS PRIMER PRIOR TO PAINTING 777perimeter wall ABEO brand wall EXTINGUISHERS SHALL BE AFFIXED TO A LOCATION WITH A MOUNTING BRACKET comfort technology station and pos merchandise display merchandise display BETWEEN 3 AND 5 FEET ABOVE THE GROUND PER CFC 1002. FIXTURE PLAN OR WALL COVERING. (PAINTED TO MATCH THE METAL SHELVING STANDARDS). w/t.v. monitor above 5. TYPICAL FLOOR COVERING TRANSITION IS AT CENTERLINE OF DOOR OR AT CENTERLINE OF OPENING zs•xee 24- 18' WHERE DOOR IS PRESENT. seat Fl- 6. FLOOR STONE OR PATCH ALL AREAS WHERE FLOOR IS NOT LEVEL OR CRACKED PRIOR TO FLOORING 4 long seating INSTALLATION WITH EPDXY CONCRETE MIX OR SIMILAR MATERIAL.. bench 24"square stacking stockroom non-stacking stockroom 7. G.C.TO PROVIDE AND INSTALL METAL'TERRAZZO"STRIP AT FLOORING MATERIAL TRANSITIONS. "spinner"unit shelving units shelving units Sheet No.: 6. PAINT FINISH OF ALL WALL SURFACES AS INDICATED ON SHEET A4.1, A6 AND A6.1 0 24"w x 60"h z•'"�T DISPLAY TABLE mirror display table stockroom desk a' All-0"w 2 x -6"d Q E H IS O r U co qO U Q� N n m W ' F2 U MR Z r f--- WRITE P.AM WALL DISPLAY UNIT EXPLODED VIEW ` WALL DBItAY UNITC U m m ~ .n tE ----------- SILVER 110 E f `� � �1 �\ z '� ( ': It : ai is i U` `Fi K/ ```amu m N i { Y! � MEND►Ova Ul .ve i �y U li i1 LLi � ,� a I F-- t i In OIDss Era I ,.. n r�—� ��I��4 0000 •' ''�� ' �;�� tA"O� tDl PAF6 lIi J_______________L - /\ . !� MDTE '`/ 100000 Ta LLlCmew A H 4r / . D1d aer'rF Fn TWnt1e M NF!arr 7 ---CA dR3urb.tlemw,MmAwr TOPMIEW W T nsurArw rdrxxn.a pterin My,• I T SILVER 2"0 LEGS J rellnmr mob 101. /'•1 N I CO �40 11r Is, 00 � BILL OF NATEIEAL/ BILL OF MATERJIALS / O ( O a' ear DosompTow FAR MOB �YVA'1� �� Y I flBe DBEOA►na P"I wm CpJ U%rr 00a Z A PairlM e'!Q'a1t►vana.Poar , � �� -y 8 � A 1FM 1g1tA'IN,.VBIM.iLPOBi I >� -- I ------ I -- --- --- ? B RiLNMAiMurgIFRBRALRfBtR1Ce I Y . V U�'j ,B AU,EGAIWY.YDNI*/NG¢rDC111pA It __ __ __ ___ _ 2 D Pa•1/MOJMFWOETt7P a �" .' f22/2' j j ;_ D FBarTMAFAri PMYC<aUU7M•1a , '~� ID 9PP^MAPMlLFMMl W1�1'101•t? - I I W E F&=lSMW%ryAb4nr O1 SM a >� ' �• L� THOMA P 1OFtarIAPk6VFORF • P PaYn � BNt a ( LIQNo.d17711 ��I (D I I 0 10'AMALtB.ILM/D/1! FRONT 5 6E 0 17lDaAWerW POm a 1 I I N e7'.4 AURrxU11/Ce1, �• N IItaSAWYMM FOm I 12"AAMMMOW 1 terata AUAWMaw Pf=LNM J J OWNUKLWKR 41.W ,��• K BD►Ati Nr•r atPl•rrwrayr Y 60PwMLNe.le+1 NDE VIEW el. } ,ALIS .2a 9 D C 2 8 2015 •..,Ursa DtSPIAY TABES R10NTY" SMV" iROW4,-r-w 1 4.b�IflR.i PAS'° DISPLAY TABLEVIEFITCAL POST THE WALIGNG COMPA�`. .'/�'' WALL DISPLAY UUIEEXPLODEDVIEW qi WALL DISPLAY OMIT NY MOUNT BRAQETTOP lutructiors -Screw on VDia.atandofh{B)to top IMK(A) L JIM PANELS -Screw on Pisa,400)to cable top(C) y �`.�/,' F OI OMP40 HEADER -mount Shadand ttandofb and top aheif to table top throuin a holtl p > •secure top Shed and Standoffs to top Na Wnhen(E)and nut(F) Ue U U- f U> �' 2 S 2 I I ff�� r52, r�n- !� >(� �1• Lou� B I,`� • u Yl� I6 MV2• BBsN" Y1J 6 uv�s �< � i�- frill Washington Square 9585 SW Washington Square Road i Space G01 t Z t - z Portland, OR 97223 I C T V c Li_ B .) J i • LL ISPMA19tlALE `S� 8 • B nomoupTm FOR UN" j. . . . . . . . E il leer Y i A iB RYNMAMLLMCWraaAlAreDRpF a 3 # p O PawMorMrBeADeerTa a Project No.: 52.27.15 D Paerta6LFAMLAL"*VnIM1r t • • Drawn By: STAFF DsW C E PJ-=WMWArY I-"r CMDMBM a 1 a ~ �/ /W�1 P n<wrwPwrLwProAr s Checked By: TAP J p WWJrAUNOWPOM oSir 47]111 aTBA• —� ,,, Issued Date: 12.04.15 N retaAU&IR MFDe1, ... a2 a/tERevision No. Date 1 a,l„a. � , gBhi' ' ��- iil+lf J aAAFreeew2rR t •.,, Preliminary Submittal 1204.15 ww.sn K MDPMILLWnB.rr-rYrrsp• - FIIONTEtEYATbM 7 M Issue for permit and LL review 12.18.15 EXPLODED VIEW 17 1 BENCH AND DISPLAY TABLE INFORMATION NTS 2 F2 FIXTURE INFORMATION NTS Material herein is for use by authorized contractors, bidders and subcontractors in connection with this project only.All dimensions in these drawings shall take precedence Over scaled dimensions. Contractors shall be responsible to verily all dimensions and conditions on the job. ARCHITECT must be notified of arty variations from the dimensions and conditions shown by these drawings. GENERAL NOTE FOR ALL DETAILS - SEE SHEET A2.1 FOR MILLWORK FINISHES - SEE SHEET A4 & A5 FOR FIXTURE PLANS AND ELEVATIONS Sheet Title: FIXTURE DETAILS & BENCHES Sheet No.: A4 . 1 F ¢ o M o r U gi! fhLOM1 fiOl U X N t M Z NEW CTS UNIT v -5 � nt scale:3/8"= V-0" OPEN SHELVING = Z v, a (A) 48"SHELF STANDARD - QTY:2 =m LL E u u (8)16"SHELF BRACKET - QTY:6 A Q a 3: U) 0 (C)3/4"X16"X36" WHITE MELAMINE SHELF - QTY:3 C� mom! a @" a m �y $ F Ecnary d z Z x O ' U O c Q I; Q 4 F a0 ou 34z ° iy I� I TOP VIEW 16° H Atly Sir Z TOP VIEW Z U Cl) 4 3 LU TI W3ICAAS#.MIE,III %. 0.4171 r LL • O O 4 t9 , Z z DE 2 8 20)5 4r 42° 34° 34' THE WALIONG COMPANY Y'nr'OGr 1I.11'Hrt arc Ars•Af � a�u+u :"mio ri n c�nr a 141/2" 4D1/4" 1/4" �— 23" —46" ,� � � FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW a ra w•".r:.+t Washington Square o•rx w"acrcw 9585 SW Washington 2 DESK SHELVES Square Road m Space G01 NEW CTS UNIT Portland, OR 97223 scale: 3/8"= V-0" 1. Attach wall cleats to wall with#10x3"screws making sure to mount onto will studs. 2. Mount CTS Wall 3, Attach Base with(4)5/16"-18 screws to CTS HiQ Wali y $ 4. Place Top onto base and attach with(4) 000,0 u 5/16"-18 screws rn v� �� Project No.: 52.27.15 Drawn By: STAFF Checked By: TAP p ° Issued Date: 12.04.15 1 Revision No. Date Preliminary Submittal 12.04.15 Issue for permit and LL review 12.18.15 O l Z 3U W Z r I � VMaterial herein is for use by authorized contractors, GENERAL NOTE FOR ALL DETAILS —� bidders and subcontractors in connection with this �! project only.All dimensions in these drawings shall take —' CD - SEE SHEET A2.1 FOR MILLWORK FINISHES precedence over scaled dimensions. Contractors shall Z be responsible to verify all dimensions and conditions on - SEE SHEET A4 & A5 FOR FIXTURE PLANS AND ELEVATIONS. the job. ARCHITECT must be notified of any variations from the o dimensions and conditions shown by these drawings. W F Sheet Title: FIXTURE DETAILS " lra1Y"1"fY an est" e�awxw� 14� Sheet No.: 7r "rtncria" 1 CTS UNIT INFORMATION NTS A4m2 INTERIOR ELEVATION KEY NOTES ¢ n E ¢ o r7 ° r ° 2 ElPAINT P1 -SEE FINISH SCHEDULE ON SHEET A2.1 w ¢ o m r zin �r � U BAMBOO-LOOK LAMINATE IN ASIAN SUN PANELS = w ¢ U = °0i_- ` E m � o 13 3 3 ❑3 6" BASE- SEE FINISH SCHEDULE ON SHEET A2.1 ¢ r 3 1; aNmNT 13 ,g ❑a INTERIOR DOOR TO STOCKROOM a N O E ❑5 F2 FIXTURE-SEE SHEET A4.1 ° a 0 Ir 7 ❑s GRAPHIC PANEL-TYP. a U ❑ I tCL o (N) ALUMINUM CANOPY SOFFIT-ANODIZED ALUMINUM FINISH O O o O ps I I H1 to (N) STOREFRONT&ENTRY-ANODIZED ALUMINUM FINISH hkrnechaicd bWwea C' 2 SLATWALL PANEL OVER BAMBOO LAMINATE PANEL 3 4" FLAT TRIM MOLDING-PROVIDE BY FIXTURE MANUFACTURER U 14❑ CZ 4 INSTRUCT ONSE BY FIXTURE MANUFACTURER-SEE MFG INSTALLATION D td C LL 15 a) kill CUSTOM PAIR STOCKROOM DOORS- BAMBOO PANEL FINISH �r,� o N THOMANo. 417RTLE,Iii .7 cm O SEE SHEET A2.1 FOR MATERIAL SCHEDULE • 1�hx I 00 OF A mirror ALL NOTED WALL PAINT COLORS ARE TO EXTEND TO THE CEILING INTERIOR NOTES: C 2 8 2015 eq '� eq I LOCATION OF WALL BASE TO BE BASED UPON HIGHEST POINT OF THE FLOOR IN THE STORE- INSTALLER TO USE A LASER TO DETERMINE CO _ STOCKROOM F2 5 furred wall angled wall F2 side 3 3"5 3 5 3 side THE WALIWNG COMPANY Washington Square 1A REAR DISPLAY WALL ELEVATION 1/2" = ''-0" 9585 SW WashingtonSquare Road Space G01 , Portland, OR 97223 storefront gyp only and gyp bd ceiling/soffit 10 10 10 2 13 2 13 13 13 Cl- foreground 13 coc E FT Project No.: 52.27.15 a Drawn By: STAFF Checked By: TAP \ Issued Date: 1204.15 Revision No. Date Preliminary Submittal 12.04.15 Issue for permit and LL review 12.18.15 m \ GC TO INSTALL SHELVING CUU \ / \ \ STANDARDS WITH Y 9 COUNTERSUNK SCREWS d 7 9 10 / 10 9 C I I 10 ( - N y 0 \ / \ \ a0 as L left, \ / rn \ _ T 3'-0„ (3) HD KNAPE&VOGT 0 I I I right, \ / t0 SHELF STANDARDS @ O - back \ / 12"OC(TYP) &(12) 18" Material herein is for use by authorized contractors, CV sides \ o HD BRACKETS- bidders and subcontractors in connection with this r ,8"w x \ / \ F2 < PROVIDED BY TENANT project only.All dimensions in these drawings shall take precedence over scaled dimensions. Contractors shall 60'h 1 B'w x CO & INSTALLED BY GC- be to verify all dimensions and conditions on T co i mirror \ \ / 60"h side GC TO PROVIDE ALL theNECESSARY BLOCKING ARCHITECT must be notified of any variations from the mirror dimensions and conditions shown by these drawings. I I T111111 MIA I I I 1 11111111 WL 12" a ° MELAMINE LAM / t SHELVES W/ EDGE TRIM PROVIDED BY TENANTJ11 Sheet Title: INSTALLED BY GC L L P 1 1 INTERIOR ADJACENT F2 DISPLAY WINDOW DISPLAY WINDOW DISPLAY WINDOW —�F STOCKROOM ELEVATIONS TENANT entry Column side 3 30D m COLUMN 10 3 12 N 24 x 36 WORK TABLE PROVIDED BY TENANT, INSTALLED BY GC Sheet No.: i/2" = f -°° 1 E STOCK DESK ELEVATION NOT TO SCALE A5 1 B FRONT DISPLAY WALL ELEVATION � INTERIOR ELEVATION KEY NOTES < o m o � U PAINT a-SEE FINISH SCHEDULE ON SHEET A2.1w < o v 5 1- U 'S m BAMBOO-LOOK LAMINATE IN ASIAN SUN PANELS x ? X m v — ot-- LL E ❑3 6" BASE SEE FINISH SCHEDULE ON SHEET A2.1 ¢ n- o o a (Ja N mN T 2 �a INTERIOR DOOR TO STOCKROOM HN E mo Q m U ❑5 F2 FIXTURE- SEE SHEET A4.1 U rLo- a p 13 3 �s GRAPHIC PANEL-TYP. 13 Q E (N)ALUMINUM CANOPY SOFFIT-ANODIZED ALUMINUM FINISH L I I I I I I I I I 10 (N) STOREFRONT&ENTRY-ANODIZED ALUMINUM FINISH 1 I I ❑ I ❑ I I I I I I I ❑ I ❑ I ❑ 12 SLATWALL PANEL OVER BAMBOO LAMINATE PANEL 13 4" FLAT TRIM MOLDING- PROVIDE BY FIXTURE MANUFACTURER 0 14 "ABED" FIXTURE INSTRUCT ONS BY FIXTURE MANUFACTURER- SEE MFG INSTALLATION � E _0 Q 15 CUSTOM PAIR STOCKROOM DOORS- BAMBOO PANEL FINISH ��v All co r(, ca U i rJJ� o U THOMAS A p{RTl E,ttl -5 W No.4171 CD E a SEE SHEET A2.1 FOR MATERIAL SCHEDULE e U Z O I e I O O I ALL NOTED WALL PAINT COLORS ARE TO EXTEND TO THE CEILING00 �J - - (D -1 CM N CTS INTERIOR NOTES: DEC2 8 2015 LOCATION OF WALL BASE TO BE BASED UPON HIGHEST POINT OF THE FLOOR IN THE STORE- INSTALLER TO USE A LASER TO DETERMINE F2 ide I Itill, I I I (0 AIR THE WALKING COMPANY angled wall STOREFRONT foreground — 3 3 3 3 Washington Square 1 C SIDE DISPLAY WALL ELEVATION 1/2" - V-13" 9585 SW Washington Square Road Space G01 Portland, OR 97223 2 13 Project No.: 52.27.15 foreground 13 Drawn By: STAFF a Checked By: TAP Y , c3 Issued Date: 12.04.15 w E Revision No. Date bI I Iv I I I I I I I I I I I I I I II Preliminary Submittal 12.04.15 Issue for permit and LL review 12.18.15 1 Fl LT I I Tj—, I TFT 11111111 , 17 1 �j I I III I I a ( I I I I I I I I I I I I I I I I I I I a F5 U U 1— U) N I I I I I I I (C Material herein is for use by authorized contractors, -p / bidders and subcontractors in connection with this -0 E project only.PJI dimensions in these drawings shall take CL O O O y precedence over scaled dimensions. Contractors shall be responsible to verity all dimensions and conditions on I I I I I I - the job. 00 - - ARCHITECT must be notified of any variations from the N CTS 15 15 0, dimensions and conditions shown by these drawings, r r C N r T I I I I I • . . I I I � �j . I Sheet Tide: INTERIOR /�� I I ELEVATIONS STOREFRONT �# TO STOCK ROOM F2 furred column 5 5 5 5 3 3 2 3 side Sheet No.: A5 1 1D SIDE DISPLAY WALL ELEVATION 1/211 = 1 -0�� ■ NEW ALUMINUM STOREFRONT SYSTEM SHALL BE STONE VENEER IS TO BE CENTURION STONE KEY NOTES a >_ KAWNEER TRIFAB 400 OR APPROVED EQUAL - MILL COLOR KENTUCKY IN A STACK PATTERN. a ° (N) STOREFRONT SIGN ❑5 (N) STOREFRONT (E) MALL FINISHES TO REMAIN, GC TO PATCH/REPAIR oIWO FINISH ALUMINUM IN CLEAR ANODIZED - CENTER WHERE APPLICABLE w ¢ s SPLINE - 3/8" CLEAR GLASS - TEMPERED ON THE STONE SILL IS TO BE CENTURION STONE ROCK ~ (Z)z 'nL rp .- LOWER GLASS PANELS. DOORS SHALL BE FACE SILL #878. (E) NEUTRAL PIER BY LANDLORD ❑s INDICATES NEW BLADE SIGN (REF TENANT CRITERIA) M: =w E 10 TENANT STONE FINISH m N MN T KAWNEER 190 MEDIUM STYLE ENTRANCE DOORS TENANT BULKHEAD ❑7 (N) TEMPERED GLASS STOREFRONT < a ° t � WITH 4" TEMPERED GLASS MILL FINISH ALUMINUM BASE IS TO BE 6" BREAK METAL TO MATCH THE 11 4" REVEAL AS REQ'D BY LANDLORD F W o a n IN CLEAR ANODIZED - INSTALL PER MFG ALUMINUM STOREFRONT - CLEAR ANODIZED F LEASELINE ❑ NEW CANOPY FOR SIGNAGE - FINISH TO BE BRUSHED 0 ° ALUMINUM PANELS ON 5/8" DENSGLASS 12 6 CLEAR BRUSHED ALUM BASE RECOMMENDATIONS. B �� 1- a o i 6'-6 3/411 I ' 36"x12" 36"x12" N 42"x 12" 36"x 12" I I _-- I 4 36"x12" 36"x12" 42"x12" indicates (e) ri36"x12" N N I s exposed 36"x12" 36"x12" 42"x12" column - v.i.f. r 'I 36"x12" A 2" _ t1 T 36"x12" 36"x12" 42"x12" 5„ — Ig e �� indicates (e) D �C indicates (e)11 1 1 '-3 /411 di lay to e i ❑i fire hose El exposed displa ab d play table 36"x12" 36"x12" 42"x12" column v.i.f. �' U THOMAS A. PIRTLE, III> Ch 1& 4171 ti 9 T n' TH,TEXASa)F • 48"x12" 36"x12" 36"x12" 36"x12" 36'1x12" 11 36"x12" C'') OF XXXXX- - - - - - - - - 7 3 B 7 1 7 7 7 2 s 2 C282015 -C indicates ) co umn v.i.f. 411 4 4 T Cn 0) 3'-611 3'-0" 2'-6" 3'-0" 2'-6' 3'-011 3'-4" 7 1 4It 1 1 /2" stone finish wrap corner 1 11 . „ a� 0 0 22'-2" I 111-87/811 6'-4" 111-75/811 /411 31-23/411 C indicates 3' x 4' x V display cases Cn CZ CV 3 3 4 5 291-91/811 r (E) MALL COMMON AREA THE WALIGNG COMPANY 1 '-5 1 /2" T 1 STOREFRONT PLAN 21 '-10 3/8" leaseline to leaseline 1/2" = V-0" SIG AGE AS SHOWN IS DIAGRAMMATIC. Washington Square S/Gi VAGE IS SUBJECT TO CITY APPROVAL UNDER A SEPARATE SIGNAGE SUBMITTAL 10 9585 SW Washington AND PERMITTING PROCESS AND MAY NOT BE AS SHOWN ON THESE DRAWINGS. 291-85/811 2 Square Road tenant storefront clad w/ stone s Space G01 3/4It 11 3 �131ade Sign 3 „ Portland, OR 97223 10 3 M 1 3/4„ 11 M BREAK METAL PANEL - BRUSHED ALUMINUM BREAK METAL PANEL - BRUSHED ALUMINUM _0 BREAK METAL PANEL - BRUSHED ALUMINUM — — — — _ _ D ❑ _ ❑ ❑ ❑ ❑ �� T T _ _ T T T _ - T - T - T Drawn By: STAFF Q Q Ic Checked By: TAP z z y y y Issued Date: 12.04.15 — _ _ Revision No. Date ❑ / / / / � Preliminary Submittal 12.04.15 T - T - T - �j _ — Issue for permit and LL review 12.18.15 p) BREAK METAL PANEL BRUSHE ALUMINUM �❑ /� �❑ /� /� /� /� /� /� /� CANOPY - - a� / / \ r tenant _ _ _ _ r recessed ❑ / \ Material herein is for use by authorized contraGors, bidders and subcontractors in connection with this - - display - - - _ - project only.All dimensions in these drawings shall take ' / / O \ ❑ dimensions. Contctors s ] be responsible o verify precedence over all dimensions and oo diions on case - typ - - - / / / \ _ the job. ( l _, \ ARCHITECT must be notified of any variations from the e/ _ — dimensions and conditions shown by these drawings. fire box - �J L Jr---��r�� Sheet Title: _o co `Q J_ ~ _ \ / _ STOREFRONT r _ PLAN & a N - - a� a� QC `" - 7 CD= 7 7 \ = 7 7 7 ELEVATION M - ❑ ❑ ❑ � ❑ ❑ ❑ - � PRECAST STONE ROCK FACE SILL entry Sheet No.: 3/4" 12 12 12 11 2 STOREFRONT ELEVATION 22'-2 1 /2" foreground 1/2" = V-0" A6 Q o o^i o ^ U U N ^ U W Z N ^ rb LL E o � (d Q 6 N C N d Q a eJ N F N h Q N m E ^ v o L 0- 0 DECK HEIGHT DECK HEIGHT FIELD VERIFY FIELD VERIFY 'mac i� THOMAS A.PIRTLE,III � No.4171 (x WORTH,TEXAS O� MALL FINISHES MALL FINISHES EC 2 8 2015 J4 15'-10" A.F.F. 15'-10" A.F.F. MALL BULKHEAD MALL BULKHEAD INDICATES BLACK 4" REVEAL 20 GA 3 a" METAL INDICATES BLACK 5" REVEAL 20 GA 3 8" METAL BETWEEN MALL FINISHES STUD FRAMING BETWEEN MALL FINISHES @ 16" OC MAX STUD FRAMING @ 16" OC MAX INDICATES BREAK METAL PANEL ON AND KICKERS @ INDICATES BREAK METAL PANEL ON AND KICKERS @ 5" DENGLASS PANEL 48" OC 5„ 48" OC THE WALIUNG COMPANY s s DENGLASS PANEL 1 '4 STONE ON 8" DENSGLASS 1 "' STONE ON e' DENSGLASS BOARD ON 20 GA 6" METAL STUDS BOARD ON 20 GA 6" METAL STUDS @ 16" OC MAX. @ 16" OC MAX. 2" x 3" X 4' CONT STEEL ANGLE FOR 2" x 3" X "' CONT STEEL ANGLE FOR STONE SUPPORT SECURE WITH INDICATES STONE SUPPORT SECURE WITH INDICATES Washington Square SELF TAPPING SCREWS AT EVERY UPPER CEILING SELF TAPPING SCREWS AT EVERY UPPER CEILING — STUD RECESSED CAN STUD RECESSED CAN 9585 SW Washington LIGHT LIGHT Square Road SIGNAGE J-BOX WITH FLEXIBLE CONDUIT SIGNAGE J-BOX WITH FLEXIBLE CONDUIT INDICATES Space G01 AND PULL WIRE - SEE ELEC. DWG. FOR AND PULL WIRE - SEE ELEC. DWG. FOR BREAKMETAL Portland, OR 97223 ADDITIONAL INFORMATION ADDITIONAL INFORMATION CLAD 3 X 3 UP TO GYP CEILING TENANT SIGN - ALUM. PLATE TENANT SIGN - ALUM. PLATE LETTERS 3" X 11" FASTENED LETTERS 3" X 11" FASTENED TO CANOPY TO CANOPY _ _ _ _ _ _ HSS 9'-0" A.F.F. 9'-0" A.F.F. - - - - - - 6X3X1/4" B.O. BREAK METAL CANOPY NEW ALUMINUM STOREFRONT SYSTEM SHALL BE B.O. BREAK METAL CANOPYj6BEAM KAWNEER TRIFAB 400 OR APPROVED EQUAL - MILL FINISH ALUMINUM IN CLEAR ANODIZED - CENTER Project No.: 52.27.15 BREAK METAL .125 TH CANOPY ON GYP. BD. CEILING GYP. BD. CEILING ( � AT 12'-0" AFF SPLINE - 3/8" CLEAR GLASS - TEMPERED ON THE BREAK METAL (.125 THK) CANOPY ON AT 12'-0" AFF Drawn By: STAFF 5/8" DENSGLASS GOLD & F.R. WOOD LOWER GLASS PANELS. DOORS SHALL BE 5/8" DENSGLASS GOLD & F.R. WOOD Checked By: TAP SHIM O/ 1-5/8" 5/8" FURRING CHANNEL KAWNEER 190 MEDIUM STYLE ENTRANCE DOORS SHIM O/ 1-5/8" 5/8" FURRING CHANNEL Issued Date: 12.04.15 WITH 4" TEMPERED GLASS - MILL FINISH ALUMINUM Revision No. Date IN CLEAR ANODIZED - INSTALL PER MFG I Preliminary Submittal 12.04.15 RECOMMENDATIONS. 1/2" TEMPERED CLEAR GLASS DOOR I Issue for permit and LL review 12.18.15 STONE VENEER IS TO BE CENTURION STONE COLOR KENTUCKY IN A STACK PATTERN. STONE SILL IS TO BE CENTURION STONE ROCK FACE SILL #878. 3/8" TEMPERED CLEAR GLASS BASE IS TO BE 6" BREAK METAL TO MATCH THE ALUMINUM STOREFRONT - CLEAR ANODIZED I STORE INTERIOR MALL MALL Material herein is for use by authorized contractors, bidders and subcontractors in connection with this project only.All dimensions in these drawings shall take precedence over scaled dimensions. Contractors shall 3/8" TEMPERED CLEAR GLASS 3/8" TEMPERED CLEAR GLASS \ I be responsible to verify all dimensions and conditions on IN ALUMINUM STOREFRONT the job. IN ALUMINUM STOREFRONT ARCHITECT must be notified of any variations from the dimensions and conditions shown by these drawings. FRAMING SYSTEM (TYPICAL) FRAMING SYSTEM (TYPICAL) 7 BRUSHED ALUMINUM FINISH BRUSHED ALUMINUM FINISH (BEYOND) (BEYOND) Sheet Title: STOREFRONT CJN 0'-0" - T.O. FIN. FLOOR 0'-0" - T.O. FIN. FLOOR SECTION Sheet No.: 2 STOREFRONT SECTION 1 STOREFRONT SECTION A6ml T THESE TWO REAR r ¢ o r o V COLUMNS ARE CLAD INv m 0 ....... .. .. r- BREAKMETAL AND EXTEND 1211 w ¢ ° o v p; UP TO THE DECK OR ~ z n t� STRUCTURE ABOVE — = F LL E �— indicates (e) 511 1 '-3 3/411 +� N Z' 11-33/411 /� �\ fire hose SMPEFRDNT DEM a N 0 E M _/moi �� 0 mIF T J ~ a0 1 p SHY AS REDTI B1CIIlt RDD d SEWK I I �Im sops AT SOFW AL JLII 411 zt Y — — - - - - 4 Still AS REDb 1— — LJ— — — — 1 1/211 stone finish wrap corner EAM B� ROD : I — — — — — — — 7 1/411 I I I I A"CEMENT BOARD, 111-87/811 6'-4" 11 '-7 5/8" I 3'-2 3/4" I I BEAM STEEL TURES, 11 — — — — — — — 6x3xJ TS METAL STUDS 291-91/811ORyW WIAL oDs MuullY eRFMc (E) MALL COMMON AREA 11-51/211 (am M10(®) _Gp A{ — — — � A �7•'A o _ 774•:. . .y ` �. .. Jn (`- 7H0MAS A.PIRTLE,iII 3 N 417 0RTN1TEXAS °} 2 smREtnan-DEmx � � �� 3 x 3 STL COL 3 x 3 STL COL }•CM 1E1RQiED OF O� SS FULL HEIGHT FULL HEIGHT J I {'L� 311 311 6'-5SMREFROIff DEM CV 6 x 3 x 1/4"STL BEAM = 18 T4r SMFHRONf SLL 2u SHY AS FM 600 ROD 3 SEWNT INDICATES EDGE OFr2 A FLOOR BRUSHED ALUMINUM CLAI J (EM FIi9ED UOR CANOPY-NOT ALL FRAMIN6"MT TUDS D�IYG CONC• SIAB " OR FURRING IS SHOWN a indicates (e) PER CITY OF BLOOMINGTON - NO PLYWOOD SHALL BE x fire hose USED AS BLOCKING - GC SHALL USE CEMENTITIOUS x • �° BOARDS INSTEAD. 6x3x14"STL BEAM 6X 3 X14"STL BEAM 6x3x14" :• ° THE WALIGNIG . .. E1OSI71G FY51ED FLOOR TD ROM ZNA 3 x 3 STL. COL. 3 x 3 STL. COL. 3 x 3 STL.COL. 3 x 3 STL.COL. FULL HEIGHT(TYP) FULL HEIGHT(TYP) FULL HEIGHT(TYP) FULL HEIGHT(TYP) Washington Square 4 CANOPY PLANS 2 STOREFRONT DETAIL NTS 9585 SW Washington Square Road Space G01 4112- Portland, OR 97223 STOREFRONT DEPTH SIGNAGE AS SHOWN IS DIAGRAMMATIC. z o THE ACTUAL SIZE, LOCATION, QUANTITY AND TYPE OF a a y SIGNAGE IS SUBJECT TO CITYAPPROVAL UNDER A o Ra SEPARATE SIGNAGE SUBMITTAL AND PERMITTING LL no OFeM/ DOOR OK" J7 VAF. 1PROCESS AND MAY NOT BE AS SHOWN ON THESE ' • : • . . aAsss� i' DAFNCMETAL — — - - - - - - - - - - - - - - - .MI7r7Y e�Mc rfT� DRAWINGS. (aFwRMao�D) — — - - - - - - - - - - - - - - - - Project No.: 52.27.15 TA — — DBSTAFF CL — — rawn y: STEEL PNOr MENT BOARD, }I'CEMENT BOARD, STEEL TUBES BACKER ROD asEALANr STEELTUBES, Checked By: TAP / 6x3x*TS SHIM AS REO'D Bz3 z}^TS BEAM Issued Date: 12.04.15 • METAL STUDS / 3 x 3 STEEL COLUMN ANCHORED TO THE SLAB WITH AN NEW ALUMINUM STOREFRONT SYSTEM SHALL BE BSA AW kiwm INTERNAL SLEEVE WITH EXPANSION BOLT-SURROUND METAL Revision No. Date 51 WITH FIRE TREATED PLYWOOD AND 16 GA BRUSHED KAWNEER TRIFAB VERSA GLAZE 451 OR APPROVED (am AM) + ALUMINUM BREAKMETAL ON ALL SIDES-COLUMNS EXTEND EQUAL - MILL FINISH ALUMINUM - CENTER GLAZED �AtNrr Preliminary Submittal 12.04.15 i ' •':, FROM THE SLAB TO THE DECK/STRUCTURE ABOVE-GC - 3/8" CLEAR INSULATED GLASS - TEMPERED ON ,r: Issue for permit and LL review 12.18.15 SHALL CONTACT ARCHITECT PRIOR TO FRAMING IF .• EXISTING CONDITIONS INHIBIT THE INSTALLATION AS THE LOWER GLASS PANELS. DOORS SHALL BE 2' cWME)01 cum 71711 W 1711D-OFe1 ;: / INTENDED TEMPERED GLASS - MILL FINISH ALUMINUM FOR Ci ca z a 1FADm i HEAD AND KICK - SEE A2.1 FOR HARDWARE WIT,,'�,T� aaR Ran a SMAHr INFORMATION - INSTALL PER MFG �A1N N100� SIAM AS Rmv J RECOMMENDATIONS AND PROVIDE SEALANT AT PhOf ALL EXTERIOR WALL INTERSECTIONS —CRL4'sari 000A wIm®• EFArt TaPmm Material herein is for use by authorized contractors, 2• bidders and subcontractors in connection with this SISI REDb ALUMINUM STOREFRONT ANCHORAGE I S AS project only.All dimensions in these drawings shall take ace ROD } SEWx precedence over scaled dimensions. Contractors shall Ly RCM RM ; g/4W FOLLOWS: be responsible to verify all dimensions and conditions on bl the job. from the AT TOP OF MULLIONS AND ON EITHER SIDE OF THE ARCHITECT must bdition ted shown y these dimensions and conditions shown by these drawings. aam SHM AS ED CANOPY - #12 TEK SCREWS AT 16" OC MAX •: tO•St .Da•MIUM BWM METAL Is 'st MOMW ODOR AAL (MM AAIOD®) AT THE STOREFRONT SILL - PROVIDE a" nnf HILTI QUIK uxx �Trt BOLTS TZ - 2 INCH IMBED INTO THE EXISTING Sheet Title: 3x3 }'TS 3x3 }"TS '�` b coL COL CONCRETE PROVIDE ONE ON EITHER SIDE OF THE DOORS AND 48" MAX OTHERWISE n STOREFRONT . . lJ CFL BMW ITOr 4T DETAILS 3/4'CEMENT BOARD, � 3/4'CEMENT BOARD, STEELTUBES STEELTUBES V&4&E GAM VLSADIE MASS V.G IE11 FNSHED RM .010•MM ®) 2• 7110 DlA 2' 1 rl FRAIE Siff FRAME SZE 41•Y.I.F. ROUGH OF'EM ROUGH Ope" 4�•VA.F, EIEW 177510 FLOOR , DIEM III DIEM( METAL 7RN SON SRR R O71E16 Sheet No.: •3r AEF. IDIO Iq1 SRR MIX OF PLYM 3 STOREFRONT PLAN DETAIL 1 ENLARGED SECTION AT CANOPY 1" = 1°ffs A6m2 W �77 Zv�� _ _ m L) m LL K rL a a N 0 i< IL ROOF DECK 14 GAGE x4'x4'xO'-6' 14 GAGE x4'x4'x0'-6' EXST MALL CLIP ANGLE w/ 5-012 TEK EXST MALL CLIP ANGLE w/ 5-012 TEK 2-012 TEK SCREW SUCKHEAD STUDS EACH LEG 5UCKHEAD STUDS EACH LEG ro��GIN IR— DECK HEIGHT - - DECK HEIGHT - - (V I FIELD VERIFY - _-- - - �FIELD VERIFY _ _ _ _., 4-012 TEK INTO JOIST 4-012 TEK INTO JOIST 50TTOM CHORD 50TTOM CHORD EXST JOIST �— EXST JOIST 9 . 8 - R9nirIdIft EXST JOIST 2-012 TEK SCREW /5OX BEAM: (2) 6005162-33 2-"'12 TEK SCREW 50X BEAM: (2) 6005162-33 w/ 2-20 GAGE TRACKS w/ 2-20 GAGE TRACKS p WA�I;Q � CONNECT w/ "12 TEK a 6' ;�,L BQEAD CONNECT w/ 012 TEK a S' NEW 6' 20 GAGE NEW 6' 20 GAGE f CONSTRUCTION600162-33 a 32'o.c. GONSTRUCtION 600162-33 a 32'o.c. X a a a a 4-012 TEK 4-M2 TEK Washington Square 9585 SW Washington 600162-33 Square Road a 16'o c. w/ Space G01 Ir-4r FjF SHEATHING &O.BREAK KETAL CANOPY Borth SIDES Portland, OR 97223 Project No.: 52.27.15 Drawn By: EMC Checked By: DKB Issued Date: 12.04.15 Revision No. Date Preliminary Submittal 12.04.15 Issue for permit and LL review 12.18.15 Landlord Comments & Tenant Comments Q 01.15.16 1Y4'-T.O.FIN.FLOOR O4'-T.O.RN.FLOOR LOD revisions Q 01.21.16 145 POWDER ACTIVATED POWDER ACTIVATED 1454) POWDER ACTIVATED FASTENERS a 16'o.c. FASTENERS a 16'0.c. FASTENERS a 12'o c. Material herein is for use by authorized contractors, bidders and subcontmctors in connection with this 1 project only.All dimensions in these drawings shall take In STOCK � �� SECTION precedence o er verify all dimensions. d conditions shall be responsible to verify all dimensions and conditions on N STORE FRONT 5ECTION STONE WALL STORE FRONT SECTION the job. from the SCALE: I/z V-0 SCALE: I/1 = V-0' SCALE: I/z' = 1'-0' ARCHITECT must be ions ed shown n yvariations these nawings. . . dimensions and condiEone shown by these drawings. 0 0 iG E Sheet Title: m N STRUCTURAL C DETAILS U 4 O h 9 ? iu Sheet No.: W Oe b y � to (] ` H Si M0 N w v^i n 16041 U 3 M