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Plans (21) BUP2021 -00102 N e COP', SITE INFORMATION • SIMGOLF TENANT IMPROVEMENT PROJECT ADDRESS 10120 SW SUITE A07WASHINGTON SQUARE RD • Lu PORTLAND, OR 97223 pD LiLl rn PERMIT SET PROPERTY ID : R1410066 F COUNTY: WASHINGTON U p 03. 18 .2021 RECEIVED BUILDING AREA: 84,856 SF Q LL1 TOTAL LAND AREA: 8.03 ACRES 4 00 O Z LEASED SQUARE 5,900 SF CITY OF TIGARD m 3 FOOTAGE BUILDING DIVISION ' Z ZONING: MUR7 a PLAN DISTRICT: TIGARD PROJECT DIRECTORYC ` J*WERWIN��- OWNER It) `� NICK KASSAB PN O1 § r eer s CONTACT: 9 z y o INFO@SIMGOLF.COM OF Q� 503-880-8400 ,�,1_-� ;•, .. . " = ,-. , ,, - ... °__ -; -""`r" � � •`% CONTRACTOR TB 3 rm� D ai f'� fl ARCHITECT ry "a 0RANG EWALLstudios u 240 N BROADWAY STREET, SUITE 308 PORTLAND, OREGON 97227 CONTACT: JEFF ERWIN, PROJECT ARCHITECT JEFFE@ORANGEWALLSTUDIOS.COM ~ J CONTACT : JULIE JENSON, SENIOR INTERIOR DESIGNER JULIEJ@OR ANGEWALLSTUDIOS.COM +r SHEET LIST-ARCHITECTURAL G000 GENERAL INFORMATION ( G003 ADA DIAGRAMS G001 CODE INFO ® AD101 DEMO FLOOR PLAN I \�� M AC E R I C H AD201 DEMO REFLECTED CEILING PLAN Tenant Coordination - A001 SITE PLAN -� A002 WALL&DOOR TYPES, DOOR SCHEDULE ' APPROVED A101 FLOOR PLAN Z A151 ENLARGED PLAN GOLF SIMULATOR W ❑ APPROVED AS NOTED A01 REFLECTED CEILING PLAN -,T A3301 EXTERIOR ELEVATIONS o A401 BUILDING SECTIONS W Q APPROVAL PENDING RESUBMISSION A601 INTERIOR ELEVATIONS > w e � A602 INTERIOR ELEVATIONS D� Comments: O o --'' SHEET LIST-KITCHEN LL Z N 4 K-1 FOODSERVICE EQUIPMENT PLAN K-2 EQUIPMENT SCHEDULE O 00 Charlene Sirokman �' a Z IIn Z U) Oz Sr. Manager, TC 3/24/2021 SHEETLIST-STRUCTURAL Q Y Z � Reviewed by: Date: So.01 GENERAL STRUCTURAL NOTES Z U = O S2.00 STRUCTURAL FIRST FLOOR PLAN W Z Q [L S2.01 STRUCTURAL ROOF PLAN DETAILS ! RSPECIAL �UI State of OrFp ;si . ' asc _ o SE RATE PERMIT SUBMITTALS : N ❑ Concrete and F.olr4orcing!'•.aet O o ITESIN THE LIST BELOW TO BE SUBMITTED BY SEPARATE Botts Installed in Concrete EN ITIES, &ARE NOT INCLUDED AS PART OF THIS DOCUMENT SET G ❑ SPecia;Molnel-Resisting Concrete Frame ABBREVIATIONS GENERAL PROJECT NOTES LANDLORD GENERAL NOTES MECHANICAL ❑ Reinforcing Steel&Prestr:saing Steel Tendons ELECTRICAL ADJ ADJACENT FR FIRE RETARDANT Structural W6 .ng PLUMBING FIRE SPRINKLER/FIRE ALARM AFF ABOVE FINISH FLOOR FRTW FIRE RETARDANT TREATED WOOD 1. FIELD VERIFY ALL EXISTING CONDITIONS & DIMENSIONS 10. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH, & 1. COORDINATE ALL DUMPSTER/TRASH REMOVAL AHJ AUTHORITY HAVING JURISDICTION FRP FIBER REINFORCED PANEL PRIOR TO PROCEEDING WITH THE WORK. TYPE SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING & ACTIVITIES WITH PROPERTY TEAM. ❑ 1-119h,549pra 9clii n4 AL/ALUM ALUMINUM GA GAUGE INSTALLING.ACCESS PANEL LOCATIONS NOT APPROVED BY ❑ Stnlctural Masonry ANDD ANNODIZED GAVL GALVANIZED 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO ARCHITECT WILL BE SUBJECT TO MODIFICATION AT NO ADDITIONAL 2. THESE PLANS SHOULD ALWAYS BE FORWARDED TO THE BD BOARD GWB GYPSUM BOARD NOT SCALE DRAWINGS. NOTIFY ARCHITECT OF COST. PROVIDE RATED ACCESS PANELS WITH THE SAME RATING AWARDED GENERAL CONTRACTOR TO BE ON-SITE. ❑ Reinforcedsnr Concre,e BG BELOW GRADE GALV GALVANIZED DISCREPANCIES PRIOR TO PROCEEDING WITH THE AS WALL/CEILING AT RATED ASSEMBLIES. BLDG BUILDING HB HOSE BIB WORK. 3. TENANT'S CONTRACTOR MUST REPAIR ANY/ALL ❑ Insulating Caycrete Fig VALIDITY OF PERMIT APPROVED BO BOTTOM OF ID INSIDE DIAMETER 11 PROVIDE DEFLECTION HEADS AT WALLS WHICH TERMINATE AT LANDLORD PROPERTY DAMAGED DURING T.I. WORK AND Ma4/20 ❑ SprayAp $ BOD BASIS-OF-DESIGN MAX MAXIMUM 3. CONTRACTOR IS SOLELY RESPONSIBLE FOR UNDERSIDE OF STRUCTURE. COMPLETE LANDLORD'S PUNCH LIST AS DIRECTED BY dFLe ReaistvaMaterials THE ISSUANCE OFPERMIT 3/224/20211 BOT BOTTOM MIN MINIMUM CONSTRUCTION MEANS & METHODS & SHALL MAINTAIN LANDLORD'S REPRESENTATIVE. pilings,L'ri1>tsi piKs and BASED DOCUMENTS CONSTRUCTION ❑ w`dis:;::rls ENTS AND OTHER BTFPTM BEAT TO FIT PAINT TO MATCH MIR MIRROR THE STRUCTURAL INTEGRITY OF CONSTRUCTION UNTIL 12. PROVIDE SEALANT AT JOINTS BETWEEN GYPSUM BOARD & BTBETWEEN MFR MANUFACTURER FINAL LATERAL &VERTICAL CARRYING SYSTEMS ARE CONCRETE & PAINT JOINT TO MATCH GYPSUM BOARD. 4. NOTHING IS PERMITTED TO BE ATTACHED TO, ❑ St-iotcrete DATA SHALL NOT PREVENT W BUR BUILT UP ROOF MP METAL PANEL COMPLETED. SUSPENDED FROM, OR PENETRATE THE ROOF DECK THE CODE OFFICIAL FROM PERMIT SET c .r+L_n.,ndF ❑ ., eclat Gradi. Ezra k�9 P ''9. REQUIRING THE CORRECTI CAB CABINET MTL METAL 13. ALL PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE FIRE ABOVE. YOU ARE REQUIRED TO FRAME, BRACE AND/OR ON CIG CLEAR INSULATED GLAZING MW MICROWAVE 4. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION & STOPPED PER SPECIFICATION SECTION 07 84 00 FIRESTOPPING. SUSPEND, AS NEEDED, TO/FROM THE TOP CHORD OF ❑ Smolke-ControlSySt--ms OF ERRORS. OSSC 105.4 CJ CONTROL JOINT NIC NOT IN CONTRACT COORDINATION OF SUBCONTRACTORS'WORK, RATED ASSEMBLIES SHALL BE CONSTRUCTED TO PREVENT THE JOISTS OR STRUCTURAL STEEL WHICH EXIST ABOVE CL CENTERLINE NTS NOT TO SCALE COMPLIANCE WITH DRAWINGS & SPECIFICATIONS, MOVEMENT OF HOT FLAME OR GASES PER SECTION 714. YOUR RESPECTIVE TENANT SPACE. ❑ °" D - REVISIONS: CLG CEILING OC ON CENTER ACCURATE LOCATION OF STRUCTURAL MEMBERS, & PROJECT SITE # DATE DESCRIPTION CLR CLEAR OD OUTSIDE DIAMETER OPENINGS FOR MECHANICAL, ELECTRICAL, AND 14, CONTRACTOR SHALL SCHEDULE A FIRESTOPPING PRE-1 5. SIGNAGE MUSTB U�AI�dRM EPARATE CMU CONCRETE MASONRY UNIT OFD OVERFLOW DRAIN MISCELLANEOUS EQUIPMENT. CONTRACTOR SHALL NSTALLATION MEETING WITH THE SUB-CONTRACTORS & BUILDING COVE 9�RkF CWAt!(Ajpf ane Go ia1G01 -B;w'y' Lucky Brand s° CO CLEANOUT OF/CI OWNER FURNISHED CONTRACTOR INSTALLED VERIFY DIMENSIONS & OPENING SIZES (CLEARANCES INSPECTOR. Q ameq:m+; 3 COL COLUMN OF/01 OWNER FURNISHED OWNER INSTALLED REQUIRED) FROM MFR PRIOR TO CONSTRUCTION & Approved: Q y CONC CONCRETE OPH OPPOSITE HAND INSTALLATION OF EQUIPMENT, FURNISHINGS, & 15. CONTRACTOR SHALL PROVIDE A LIST OF THE FIRESTOP le Ave S y vans s W OTC: O slice sra+e 95C Bakery CONST CONSTRUCTION PN PLAN NORTH ACCESSORIES. MATERIALS/ASSEMBLIES TO BE USED, THEIR RESPECTIVE 4', Cafe-Portland® q L) CONT CONTINUOUS/CONTINUE PT PAINT/POST TENSIONED PENETRATION TYPES/ LOCATIONS, & UL WOR ICC REPORTS/ Pcrmlt#: t Tak.t a B swlMmann Swrahm, v LLI Bombay Waia of India Crescent Grove Cemeter n 6 Elevation Chiropr CPT CARPET PSMF PREFINISHED SHEET METAL FLASHING 5. CONTRACTOR IS RESPONSIBLE FOR TRADE PERMITS, LISTING NUMBERS TO THE BUILDING INSPECTOR FOR REVIEW & Address: o+.Deli ,y Q Din Ta;wng y m �andRehabilifatioi CTIG CLEAR TEMPERED INSULATED GLAZING PSM PREFINISHED SHEET METAL INCLUDING, BUT NOT LIMITED TO, MECHANICAL, APPROVAL Q ©rak om Ddry a sh D DRYER RD ROOF DRAIN ELECTRICAL, PLUMBING AND EXTERIOR SIGNAGE. REF. Suite #: Amazon Books o 9oeGreaFederation i of Greaser Portlanc DIM DIMENSION REF REFRIGERATOR/REFERENCE SEPARATE PERMITS SUMMARY. 16. SMOKE & FIRE DAMPERS SHALL BE INSTALLED PER OSSC SECTION BY. Datra; �eaoker«° r; DN DOWN RO ROUGH OPENING 717. DS DOWNSPOUT ROW RIGHT OF WAY 6. DETAILS NOTED AS "TYPICAL"OR"TYP"APPLY IN ALLN QT-M°biIPSt«• ¢ swc«is swcaaisr SHEET TITLE. DR DOOR SAFF SELF-ADHERED FLEXIBLE FLASHING CASES UNLESS SPECIFICALLY REFERENCED. DETAILS 17. MECHANICAL EXHAUST OF BATHROOMS & LAUNDRY FACILITIES IS a da ® Red Robin Gourmet DW DISHWASHER SAM SELF-ADHERED MEMBRANE FLASHING THAT ARE SPECIFICALLY REFERENCED SHALL TAKE REQUIRED. AIR CHANGES & DISTANCE OF DISCHARGE FROMA Burgers and Brews ___ OFFICE COPY y ucRrerr- DWG DRAWING SF SQUARE FEET PRECEDENCE OVER DETAILS NOTED AS"TYPICAL"OR OPERABLE OPENINGS SHALL BE COMPLIANT W/OSSC SECTION A n - DoubleTree by Hilton CITY OF TIGARD, 3 Hotel Portland Tigard E EXISTING SIM SIMILAR "TYP". SPECIFIC NOTES AND DETAILS SHALL TAKE 1203.4.2.1. © Q O N ®35'd`Vtol' GENERAL EJ EXPANSION JOINT SST STAINLESS STEEL PRECEDENCE OVER GENERAL NOTES AND DETAILS. REVIIE ED FOR CODE' COMPLIANCE Suburban Propane �__ _� ELEV ELEVATION/ELEVATOR STN STAIN 18. ALL SAFETY GLAZING SHALL BE PERMANENTLY LABELED WITH THE a DXL Big+Tall EQ EQUAL TN TRUE NORTH 7. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE MANUFACTURERS NAME & TEST APPROVAL INFORMATION. 4 m.domavata+= n sw Locust Fidelity I Approvccd:�J] INFORMATION FACP FIRE ALARM CONTROL PANEL TO TOP OF SECURITY OF THE SITE WHILE THE PROJECT IS IN a uua Beauty a TdleQCor FA FIRE ALARM TOB TOP OF BEAM PROGRESS AND UNTIL PROJECT COMPLETION. 19. AN APPROVED GAS SHUT OFF VALVE SHALL BE INSTALLED ON THE OTC' [ ] O `�°^`OCss1are ° °A Uncle Dans Tire WoddQ © & FD FLOOR DRAIN TOC TOP OF CONCRETE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER 9< "re sinoin World Permit #: �tzd ,QL ) _ ne] jO�_ o Bank of America Panera Bread 2' FE FIRE EXTINGUISHER TOS TOP OF STEEL 8. LOCATE EXISTING UTILITIES WHETHER INDICATED OR & BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR T- ak«,«.oelr,�,y 413 Apex Sye a' FEC FIRE EXTINGUISHER CABINET TOW TOP OF WALL NOT AND PROTECT FROM DAMAGE. CONTRACTOR SHALL STRUCTURE CONTAINING THE FUEL GAS PIPING. Address: In 1 � �/ C-4 St d B '.. Sears Appliance Repair Q ATM(Drive thru) 12 M k. Ashley HomeStore 9� MiaDonna FFE FINISH FLOOR ELEVATION TYP TYPICAL BEAR REPAIR OR REPLACEMENT EXPENSES OF UTILITIES •ma•a D6w, PROJECT# 20028 St11CC #: A _ o Bi o'' _ Thirsty Lion D FIN FINISH UNO UNLESS NOTED OTHERWISE OR OTHER PROPERTY DAMAGED BY OPERATIONS IN 20. FIRE SPRINKLER SYSTEMS ARE TO BE APPROVED BY THE AHJ Q s Gastropuband Grill Q a Red Lobster Ij Date: `y 9a W•06w,, 9Tak�ut nd; +y PERMIT FLR FLOOR VERT VERTICAL CONJUNCTION WITH THE PROSECUTION OF THE WORK. PRIOR TO INSTALLATION. Y� , 1� Fisherman's n a o QRidge N FLS FIRE LIFE SAFETY VIF VERIFY IN FIELD / �Marineaoutdoor hhy v DATE: O marine supWy Wore n ® FO FACE OF WIN WINDOW 9. PROVIDE BACKING, BLOCKING, OR STRAPPING AS 21, TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED PER Lincoln Center-Tower m Jaguar Portland FOC FACE OF CONCRETE W/ WITH REQUIRED FOR MOUNTING GRAB BARS, SHELVING, JURISDICTIONAL STANDARDS. p ® agoar°ea'ef H Q DATE: 03.18.2021 FOF FACE OF FINISH EQUIPMENT, HANDRAILS, ACCESSORIES, AND CABINETS. �'1 000 FOS FACE OF STUD VICINITY MAP NOT TO SCALE V W! FOW FACE OF WALL Z x GENERAL NOTES - CODE SUMMARY GENERAL INFORMATION MEANS OF EGRESS CHAPTER 10 N • PERMIT APPLICANT: 0RANG EWALLSTUDIOS EGRESS SIZING (1005.3.2): IW,I 1. PROVIDE UL APPROVED FIRESTOPPING AT ALL PENETRATIONS THROUGH ARCHITECTURE & PLANNING: JEFF ERWIN ARCHITECT MEANS OF EGRESS CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY MEANS • rn RATED CONSTRUCTION. 240 N BROADWAY, SUITE 308 OF EGRESS CAPACITY FACTOR OF 0.2" PER OCCUPANT. W PORTLAND, OR 97227 00 W 2. DOOR LEAVES IN PATH OF EGRESS TO BE MINIMUM 36" WIDE. 114 OCC. X .2"(PER OCC.) /2 EXITS = 11.4" MIN. WIDTH U) PROJECT ADDRESS: 10114 SW WASHINGTON SQUARE RD 32" MIN. CLEAR WIDTH PER SECTION 1009W 04 3. DIMENSIONS SHOWN ON 'G' SERIES SHEETS ARE FOR CODE ANALYSIS ONLY. SUITE 07 97223 COMMON PATH OF TRAVEL(TABLE 1006.2.1): vi ZO 4. ALL WORK SHOWN ON THIS SHEET IS INCLUDED IN THE CONTRACT FOR TIGARA-2 (SPRINKLERED) : 75-0" > 0 CONSTRUCTION, WHETHER SHOWN ELSEWHERE OR NOT. CONTRACTOR SEISMIC ZONE: DESIGN CATEGORY D1 ll� SHALL MAKE ALL ALLOWANCES FOR CONNECTION, HOOKUP, ETC AS NUMBER OF EXITS (TABLE 1006.3.2): o O REQUIRED SO THAT ITEMS, EQUIPMENT, ETC. ARE FIT FOR INTENDED WIND CATEGORY: 120 MPH, EXPOSURE B (2) EXITS MIN REQUIRED FOR OCCUPANT LOADS 1-500 PER STORY p Z PURPOSE. m g OCCUPANCY CATEGORY: II EXIT ACCESS (TABLE 1017.2): • Z � 5. SEE ELECTRICAL& MECHANICAL PLANS FOR ADDITIONAL SYMBOLS. A-2 : 250'-0" N a LEGEND BUILDING NARRATIVE EXIT ACCESS ILLUMINATION REQUIREMENT (SECTION 1008) TENANT IMPROVEMENT OF EXISTING 2 SPACES TO BE COMBINED INTO 1 SPACE FOR A MEANS OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES. IN THE EVENT OF POWER SUPPLY SPORT GOLF SIMULATOR EVENT SPACE. FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE MEANS C,�{� PROPERTY LINE OF EGRESS. A, (/� •"'-""-'^^^'-"• 112 HOUR FIRE PARTITION - 1/3 HOUR DOOR L JEF W. ERWIN APPLICABLE BUILDING CODES PERFORMANCE REQUIREMENTS: y 1 HOUR FIRE PARTITION - 1/3 HOUR DOOR MINIMUM OF 1fc AT THE WALKING SURFACE UNDER NORMAL POWER TO BE PROVIDED. 1 HOUR FIRE BARRIER - 1 HOUR DOOR 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) UNDER EMERGENCY POWER, PROVIDE INITIAL ILLUMINATION THAT IS NOT LESS THAN POO N ,OREGON BASED ON THE 2018 INTERNATIONAL BUILDING CODE AVERAGE OF 1fc AND A MINIMUM AT ANY POINT OF 0.lfc ALONG THE PATH OF EGRESS AT l O� 2 HOUR FIRE BARRIER - 1 1/2 HOUR DOOR FLOOR LEVEL. 2019 OREGON MECHANICAL SPECIALTY CODE (OMSC) OF OV 9 � j 3 HOUR FIRE BARRIER -3 HOUR DOOR BASED ON 2018 INTERNATIONAL MECHANICAL CODE &2018 INTERNATIONAL FUEL GAS LIGHT LEVEL MAY DECLINE TO AVERAGE OF 0.6fc WITH A MINIMUM OF 0.06fc AT ANY POINT ON CODE THE EGRESS PATH AT FLOOR LEVEL AT END OF EMERGENCY LIGHTING TIME DURATION. �� EGRESS PATH OF TRAVEL WITH TRAVEL WIDTH 44 AT>50OCC., REQUIRED (PROVIDE 1 FOOT-CANDLE MINIMUM 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) MAXIMUM TO MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE xxxxxxxxx xxx ILLUMINATION ACROSS ENTIRE EGRESS PATH BASED ON THE 2015 UNIFORM PLUMBING CODE EXCEEDED. AT<50 OCC. AS MEASURED AT FLOOR LEVEL- REFER TO ELECTRICAL DRAWINGS). 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) POWER PROVIDED BY BATTERY INVERTERS (EMERGENCY GENERATOR) (REFERENCE EXIT ACCESS DISTANCE BASED ON 2017 NFPA 70 NATIONAL ELECTRIC CODE ELECTRICAL DOCUMENTS) COMMON PATH OF EGRESS TRAVEL 2019 OREGON FIRE CODE (OFC) ILLUMINATED EXIT SIGNS: REQUIRED PER SECTION 1013.1 BASED ON 2018 INTERNATIONAL FIRE CODE 555> OCCUPANT LOAD AT OPENING 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE AND ASHRAE90.1-2016 ACCESSIBILITY REQUIREMENTS CHAPTER 11, ANSI 117.1 (2009) 555 CUMULATIVE OCCUPANT LOAD AT OPENING IIC ANSI 117.1-2009 THE DESIGN COMPLIES WITH THE FOLLOWING PROVISIONS AS APPLICABLE: BUILDING EXIT BUILDING OCCUPANCY & SEPARATIONS CHAPTER 3 & 5 OSSC 2019, CHAPTER 11 OBUILDING CODE APPEAL ANSI 117.1 (2009) APPLICABLE OCCUPANCY CLASSIFICATION GROUPS: A-2 t®� LIGHTED EXIT SIGN -SHADING INDICATES LIGHTED FACE(S) REQUIRED OCCUPANCY SEPARATION (TABLE 508.4): INTERIOR ENVIRONMENT & INTERIOR FINISHES CHAPTER 8 & 12 I DIRECTION ARROW CORRESPONDS TO DIRECTION ARROW ON SIGN ® LIGHTED EXIT SIGN -CEILING MOUNTED OCCUPANCY REQUIRED SEPARATION (SPRINKLERS PER 903.3.1.1 WILL BE PROVIDED) INTERIOR WALL AND CEILING FINISH MATERIALS(SECTION 803.1.2): A-2 -ACCESSORY NO SEPARATION REQUIRED CLASSIFIED IN ACCORDANCE WITH ASTM E84 OR UL 723 (SPRINKLERED) CLASS A= FLAME SPREAD INDEX 0-25, SMOKE DEVELOPED INDEX 0-450 LIGHTED EXIT SIGN -WALL MOUNTED CLASS B = FLAME SPREAD INDEX 26-75; SMOKE-DEVELOPED INDEX 0-450 CLASS C = FLAME SPREAD INDEX 76-200; SMOKE-DEVELOPED INDEX 0-450 L— FE FIRE EXTINGUISHER (AND CABINET WHERE OCCURS) f BUILDING CONSTRUCTION CHAPTER 5, 6 & 7 INTERIOR WALL AND CEILING FINISH REQUIREMENTS (TABLE 803.13): - z ACCESSIBLE ENTRANCE A-2: INTERIOR EXIT PASSAGEWAYS B W UTILITY EMERGENCY EGRESS LIGHTING & BATTERY PACK (WHERE OCCURS) CONSTRUCTION TYPE: V-B, SPRINKLERED CORRIDORS WITH ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS = B EL _ ROOMS AND ENCLOSED SPACES - C o ALLOWABLE PROPOSED W Q 173 SF INTERIOR FLOOR FINISH (SECTION 804.4.2) \\ LU 300 SF/OCC BUILDING HEIGHT(PER TABLE 504.3) 60'-0" N/A- EXIST NO CHANGE MINIMUM CRITICAL RADIANT FLUX SHALL BE NOT LESS THAN CLASS II IN GROUPS A / OG OF �E 1 OCC B NO OF STORIES (PER TABLE 504.4) 2 10 fn MATERIALS COMPLYING WITH DOC FF-1 "PILL TEST" (CPSC 16 CFR PART 1630) OR WITH ASTM D2859 PERMITTED IN AREAS WHERE CLASS II MATERIALS ARE REQUIRED. 0 UBUILDING HEIGHT AND NO. OF STORIES OF EXISTING BUILDING COMPLIES WITH ALLOWABLE ^^ w co HEIGHT PER TABLE 504.3&TABLE 504.4 OCCUPIED ROOMS: NATURAL VENTILATION PROVIDED PER 1202.5 L.L. wW N — �p — -- -- — 2 1 NFPA 13 COMPLIANT AUTOMATIC SPRINKLER SYSTEM TO BE PROVIDED TOILET& BATH ROOMS: MECHANICAL VENTILATION PROVIDED PER 1202.5.2.1C Q CN -- - — ---- -e -- — — - --- 2 NATURAL LIGHT: NET GLAZED AREA IS GREATER THAN MINIMUM G a 0 /'N R ALLOWABLE AREA PER FLOOR (TABLE 506.2& SECTION 506) : REQUIRED 8% OF FLOOR AREA OF ROOM SERVED PER 1204.2 O 00 _ N_ 'D KIT HEN / A-2 ACC A-2 (TYPE VB-SPRINKLERED) = 24,000 SF PER STORY m (n A-2 ACC / 87 SF CHAPTER 29& PLUMBING CODE fn Z Z q. PROPOSED PROJECT AREA = 6,145 SF PLUMBING FIXTURE REQUIREMENTS Z O 2 243 SF 1 T� 300 SF/OCC (n _ 8 200 SF/OCC // 1 OCC ALLOWABLE AREA FOR ACCESSORY OCCUPANCIES(SECTION 508.2) : J 2 OCC / MEN RR AGGREGATE ACCESSORY = 10% OF FLOOR AREA MAX WATER CLOSET URINAL WATER CLOSET LAVATORIES DRINKING Z Q / ALLOWED ACCESSORY AREA = 6,145 SFX .1 = 614.5 SF OCCUPANCY TYPE „ Z Y = O A-2 ACC (MEN) (MEN) (WOMEN) FOUNTAINS U_ / 101 SF PROPOSED ACCESSORY AREA = 574 SF W Z Q 0- - 0 SF/OCC A-2 REQUIRED 1 PER 75 1 PER 2/3 W.C. 1 PER 75 1 PER 200 1 L� \ FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS(TABLE 601) 2 M TOTAL PROVIDED 1 1 2 4 0' WOMENS RR LL �- FE A-2 ACC `� J i' A-2 ACC ALLOWABLE PROPOSED - Q 140 SF 109 SF BUILDING ELEMENT TYPE V-B TYPE V-B A DRINKING FOUNTAIN NEED NOT BE PROVIDED IN A DRINKING OR DINING ESTABLISHMENT PER N 200 SF/OCC 0 SF/OCC TABLE 2902.1 O o 1 OCC STRUCTURAL FRAME 0 HOUR 0 HOUR "PER OSSC TABLE 2902.1, URINALS MAY REPLACE WATER CLOSETS AT A RATIO OF 1 URINAL /, BEARING WALLS - EXTERIOR 0 HOUR 0 HOUR PER 2/3 WATER CLOSETS v - �� -T-6"/2'(PER OCC)— - 3 -________ _______ - / - - -- 3 BEARING WALLS- INTERIOR 0 HOUR 0 HOUR ---- L 20 e 11'-7 /2' (PER OCC) NONBEARING WALLS&PARTITIONS 0 HOUR o HOUR FIRE REQUIREMENTS PER OREGON FIRE CODE rim=- -J 1 A-2 ACC INTERIOR co 4 U O �5 P = 10 OCC 61 SF - SIGNAGE REQUIREMENTS: (�G // __._. 1 __150 SF/OCC FLOOR CONSTRUCTION 0 HOUR 0 HOUR ROOMS CONTAINING FIRE PROTECTION EQUIPMENT(AIR-CONDITIONING SYSTEMS, FIRE SPRINKLER 1 OCC ROOF CONSTRUCTION 0 HOUR 0 HOUR RISERS &VALVES OR OTHER FIRE DETECTION, SUPPRESSION OR CONTROL ELEMENTS) SHALL BE IDENTIFIED IN AN APPROVED MANNER. REQUIRED SIGNS SHALL BE CONSTRUCTED OF DURABLE k^0 CS�QP� // �\ FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALL(TABLE 602) TIO OCCUPANCY.MANENTLY INSTALLED & READILY VISIBLE. SIGNAGE WILL NEED TO BE APPROVED PRIOR ALLOWABLE PROPOSED DOORS INTO ELECTRICAL CONTROL PANEL ROOMS SHALL BE MARKED W/A PLAINLY VISIBLE AND LEGIBLE APPROVED FIRE SEPARATION DISTANCE TYPE V-B N/A SIGN STATING "ELECTRICAL ROOM". SIGNAGE WILL NEED TO BE APPROVED PRIOR TO OCCUPANCY. Macerich TC / SF/ V plp^i�i �� / X<5' 1 HOUR N/A ALL FIRE DEPARTMENT CONNECTIONS SERVING AUTOMATIC SPRINKLERS, STANDPIPES OR FIRE PUMP 3/24/2021 p 1 d �\ 5,:5 X< 10' 1 HOUR N/A CONNECTIONS SHALL HAVE CLEARLY VISIBLE SIGNAGE MOUNTED AT THE CONNECTIONS. W U I /�\ 10's X< 30' 1 HOUR c N/A a / ALL W ASSEMBLY OCCUPANCIES ARE TO HAVE THE OCCUPANT LOAD OF THAT SPACE IDENTIFIED IN A O X>_ 30' 0 HOUR N/A CONSPICUOUS LOCATION. PERMIT SET STAIRWAYS THAT ACCESS THE ROOF ARE TO BE MARKED AT STREET& FLOOR LEVELS WITH A SIGN �r - — — �\ - ( � FIRE PROTECTION CHAPTER 9 OF OFC INDICATING THAT THE STAIRWAY CONTINUES TO THE ROOF. SIGNAGE TO BE VERIFIED AT TIME OF FINAL REVISIONS 2'(PER OCC J 81 / I INSPECTION. # DATE DESCRIPTION r _ ( 1 // =4 OCC. GOLFSIM REQUIRED PROPOSED TYPE/CLASS AUTOMATIC SPRINKLER SYSTEM YES PER 903.2.1.2 YES NFPA 13 � / 2796 SF 15 SF/OCC STANDPIPE SYSTEM NO PER 905.3 NO FIRE ALARM SYSTEM YES PER 907.2.1 YES NFPA 72 / SMOKE DETECTION SYSTEM NO PER 907.2.10.7 NO SMOKE CONTROL SYSTEM NO PER 909 NO O PORTABLE FIRE EXTINGUISHERS (SECTION 906) REQUIRED IN NEW AND EXISTING GROUP A OCCUPANCIES, INSTALLED AND MAINTAINED PER SHEET TITLE: NFPA 10. 82 82 ORDINARY HAZARD OCCUPANCY (TABLE 906.3(1)): 5 1 > — MINIMUM-RATED SINGLE EXTINGUISHER 2-A _ MAXIMUM FLOOR AREA PER UNIT OF A 1,500 SQ. FT. CODE INFO --- --— �- - - — 6 MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHER = 75 FT. STORA A-2 ACC d 43 SF 300 SF/OCC PROJECT# 20028 co 10CC 42'-2 1/8" PERMITDATE: Q _ > 39'-6"=ALLOWABLE _ro DATE: 03.18.2021 M N 1 FIRE LIFE SAFETY PLAN - LEVEL 01 / z 1/8" = 11410001 a _ _ x N w DOORS PLUMBING FIXTURES CLEARANCES • N co Lu PULL SIDE PUSH SIDE = APPROACH APPROACH MIRROR ACCESSIBLE ROUTE INDICATOR LINE w N rn �_ 36" MIN 36"MIN AREA OF CLEARANCE F rn ��lvz z r // 18 18" MIN (ANSI TYPE A) 18 18"MIN (ANSI TYPE A) y z0 z PIPE 15"MIN (ANSI TYPE B) 15"MIN(ANSI TYPE B) ¢w f - 32" w WRAP,TYP r z .iv iv - - o x v U- LAVATORY LAVATORY O 18" MIN MIN O 14 CD F LL z /VANITY /VANITY O 4 MAX Q p FRAMED WALL AT m zg 24"PREFERRED L- ? AREA OF c z SEE NOTE x SEE NOTE x O w CLEARANCE ` `v O r 4g" MI m ¢ >co co _ i _% Zlw— FUS zwo - - • zoo X=12" MIN WHEN `do r— r� ///�; n O < _ HC � Q v O O gUz � O 32' p DOOR HAS LATCH ~ LLQ a Y � � � px ox F0 � O � Z c� a MIN &CLOSER _j zQO � � w � w � �O z � ¢ � O 8" FRONT APPROACH LAVATORY KNEE N. /J 48" MIN o 2 j Z j j Z U U ¢ � + �� 17" LAVATORY CLEARANCE w O O O n — CLEARANCE& MIRROR APPROACH a o 04 w Ir p PULL SIDE PUSH SIDE MIN O N �„ MOUNTING RESIDENTIAL UNITS ONLY JEF W. ERWIN - REMOVABLE NOTE: WALLS BEHIND REMOVABLE 18 42 TYPICAL ACCESSIBLE ROUTE OF TRAVEL WIDTH y j�� CABINET 30" CABINET 30" REMOVABLE POR N OREGON O Ot INT CLR MIN CABINETRY MUST BE NOTE FOR ANSI TYPE A UNIT: 60" MIN, TYP a- m / INT CLR MIN � � a- T a > 24"MIN FINISHED 24"MIN z 60" IF VANITY ENCROACHES INTO 60" FLOOR 32" X Q 32" 18" FOW Fpyy x SPACE, PROVIDE REMOVABLE CABINET OF Oe MIN L MIN U W/KNEE SPACE PROFILE CUT OUT. 72"AT CLUSTERED 12" 36" 12" X MIN CLEAR / FO W a a ¢ MAILBOXES PROTRUDING 1 0 � N N a - _ WIDTH CEILING OBJECT n a r - - - o � X=36" MIN WHEN Y=60" o =48" IF DOOR " a \ � ( I PROTRUDING X=42" MIN WHEN Y=54"TO 60" LL HAS BOTH APPROACH \ J L LATCH & ?60" REM 60" MIN r WALL OBJECT co REQUIREMENTS CLOSER 30" MIN ® I 4VI-EOIZIEQ \ /� I X<4", Y MAY BE >27" HINGE APPROACH W/0 KNEE SPACE PROFILE CUT OUT EQ EQ CLEARANCE AT WATER CLOSETS \ X>4", Y MUST BE 127" PULL SIDE PUSH SIDE <60" REM 30" MIN ® 3 " 48 \ \ - _ L- - - - - - OR CANE DETECTION PROVIDED F - U U 60" DIAMETER TURNING CIRCLE, TYP T SHAPED SPACE FOR 180 W/KNEE SPACE PROFILE CUT OUT FRONT PARALLEL APPROACH I (REF KNEE CLEARANCE DIAGRAM) APPROACH II TURNS zttl 4"MIN 32" MIN 72" DIAMETER TURNING CIRCLE AT g w > a ANSI TYPE'A'UNIT-REMOVABLE VANITY CLEARANCE ALTERNATE DOOR LOCATION CLUSTERED MAILBOXES >_ 2 (L �I CL CABINETRY 32" 24"MIN( a v 32" 24" MIN ¢ `a MIN ApI1L CLEARANCE AT LAVATORY&VANITY WHEEL CHAIR TURNING SPACE OVERHANGING PROJECTIONS-GENERAL 1I z \ Y=54" MIN IF DOOR HAS CLOSERo HAS CLIOSER OOR ADDITIONAL INFORMATION O co LATCH APPROACHao 7 r x77 X DOOR CLEARANCES AT SWING DOORS ��l 12" X= 56" MIN AT WALL MOUNTED WATER CLOSET v 1 54" 59" MIN AT FLOOR MOUNTED WATER CLOSET - -F111122 Y X Y=42" MIN AT APPROACH SHOWN X<15•• L 48" L72"L 48" MIN ALL OTHER APPROACHESJ 1X>w Z 30" CLEARANCE W 3 2„ MIN m AT ALCOVES p STANDARD p POCKET OR SLIDING DOORCLEAR FLOOR �< >� W < O SPACE F- Y� \\ 1 CLEAR 1= LL: J 32"MIN � \ FLOOR X524" O 30"/ X>24" fn 32" MIN SPACE SWING DOOR d X= 56"MIN AT WALL MOUNTED WATER CLOSET CLEAR SPACES It X M N BIFOLD DOOR 59"MIN AT FLOOR MOUNTED WATER CLOSET z w N DOOR CLEARANCES AT DOORS 36" X 3: Q rn O � M STANDARD STALL LAYOUTS _ - - 0] lA MOUNTING HEIGHTS j _ eo" MIN z p Z PROTRUDING 42"MIN 12" 42"MIN 12" = 16"-18" P QQ NOTE : WALL MOUNTED DEVICES SHALL NOT EXTEND MORE THAN 4" DISPENSER N BEYOND WALL SURFACE WHEN LOCATED BELOW 6'-8" FF ABOVE GRAB 39"-41" 39"-41" I o z Y O 36"MIN BAR MAX z 36"MAX v L/-1 W Z Q a 12" 24 24 "MIN 24"MIN EQ EQ EQ EQ COUNTERS & BARS co Q w oo EQ 48 48" LL a o lEQj U) H � W J o ~ � o v co v �'m� g 30" O N M 0� 0 ¢ a V w m � v ;0)= "' CLEAR FLOOR SPACE AT CLEAR FLOOR SPACE AT SINK&RANGE `�' 2 co REFRIGERATOR& PARALLEL APPROACH ONLY 1 C G ROBE TOWEL HAND PAPER SANITARY SOAP DISPOSAL DISPENSER 24" DISHWASHER FRONT APPROACH REQUIRES 30" HOOK BAR TOWEL TOWEL NAPKIN DISPENSER BELOW GRAB BAR 7"-9'• MIN 42"MAX FRONT OR PARALLEL REMOVABLE CABINET '^ BAR DISPENSER DISPENSER 48" APPROACH CHANGE IN LEVEL-SQUARE CHANGE IN LEVEL-SLOPED V J GRAB BARS AT PUBLIC WC MAX TOILET ROOM ACCESSORY MOUNTING HEIGHTS I I LEVEL CHANGE ON ACCESSIBLE ROUTE 18" EQ EQ I 1 - Ow _ ~ C3— FF SWING DOWNlw I I 1 O J z OF LL 6" 24" GRAB BARS L-- -J APPROVED 0 _ _ a X = 42"MIN 12"MAX z z FACE OF COUNTER OR APPLIANCE Macerich TC j n O i i OLL OJ r MIN 2 z (EXCLUDING HANDLE) 3/24/2021 2. O �1 am n°i O = = U ;� 2., 2,. 2.,O v vco r - _OUTLET ABOVE SWITCH FIRE ALARM M J21. m w - - w Y I I PERMIT SET COUNTER PULL STATION O z co n i ci h O p I I co F" i� p I I m h m 1 I c ~ J �------- REVISIONS: z DISPENSER 1 VANITY WHERE --- MIN MIN OCCURS CLEAR BETWEEN OPPOSING ELEMENTS # DATE DESCRIPTION LINE OF LOWER CABINET GRAB BARS AT RESIDENTIAL WC CLEARANCE AT KITCHEN APPLIANCES i LINE OF UPPER CABINET 48" MIN i OUTLET HEIGHT-SEE DIAGRAM ABOVE 1T1 1 30 1T'-25" OUTLETS/SWITCHES IN CORNERS OVER LOWER CABINET P- CEILING " I/ o c�" 0 z o 17'- 19" SIDE REACH FORWARD REACH 3" MAX PROJECTION 1 —�r SHEET TITLE: o O 4 24" MAX 10" MAX >10"-24"MAX 48" a z -- 30" 30" Z X / Q FREESTANDING FIXTURE FIXTURE IN ALCOVE ? / 1T- 19' 14" I 1 1 1, x 1 ADA U. Max w w v p O MIN - b i O i - -I I O DIAGRAMS 00 Z MN o.z ¢J p M o J I z v \ m w ~ A z EQUIPMENT rn a ° \ p a PERMITTED O ¢ Z a n N not m z IN SHADED O I c� AREA U cc' PROJECT# 20028 N FEC HORN/ STROBES THERMOSTAT/ ROOM SIGNAGE 6"MAX 8"MIN O PERMIT STROBE SECURITY/ 04 N FIRE ALARM URINAL X<25", Z>X. DATE: WHEN X<20", THEN Y=48" MAX °r° OUTLETS, WALL MOUNTED DEVICES &APPLIANCES DRINKING FOUNTAINS, WATER COOLERS & URINALS REACH LIMITS WHEN X=20-25", THEN Y=44" MAX DATE: 03.18.2021 co z 0003 a '9 GENERAL NOTES-DEMOLITION FLOOR PLAN x 1. DURING PRE-CONSTRUCTION MEETING, CONFIRM WHICH • MATERIALS ARE TO BE SALVAGED AFTER REMOVAL. w • y G F E D C B A 2. THE DEMOLITION NOTES LISTED AND REFERENCED IN THE DRAWINGS REQUIRE THE REMOVAL OF A BUILDING ELEMENT OR co Lu 16'-9" 25'-6" 4'-6" 30'- 0" 18'-0" SYSTEM OR COMPLETE COMPONENT COMPRISED OF MULTIMPLE r� N ELEMENTS. THE CONTRACTOR SHALL DISASSEMBLE AND r 04 REMOVE FROM THE SITE EACH ITEM IN ITS ENTIRETY SO AS TO °' I ACCOMMODATE THE INSTALLATION OF NEW CONSTRUCTION TO U) ZO FOLLOW. >C7 • � Lu _ 1 3. ALTHOUGH THE EXISTING BUILDING ELEMENTS ARE NOTED TO 00 to BE DEMOLISHED, THE CONTRACTOR IS OBLIGATED WITHIN THIS p o SCOPE OF WORK TO REMOVE ANY OTHER EXISTING NOW 1 g —�- — — — — — — — — — — fJ — — — — — — 2 STRUCTURAL MATERIALS FOUND TO BE IN THE WAY OF • rco L J I 7 11 I I I I INSTALLING THE MATERIALS AND SYSTEMS INCORPORATED IN o ~ THE RENOVATED BUILDING DESIGN. N Oa MENS � , II JANITOR Nr" RESTROOM _n II II 9 8 0 o LEGENDC WALK-IN COOLER AREA/ z I STORAGE - - - - - - - C^ WALLS/ELEMENTS TO BE REMOVED OR DEMOLISHED J*WERWIIN H---------- PN • -------- EXISTING_—__ 7 � x` k; EXISTING WALL TO REMAIN �� i--------------- MENS 7 4 RESTROOM � OF 0�z ❑ �--0 EXISTING STRUCTURAL COLUMNS TO REMAIN WOMENS i I I I I —T7 1 rO < X AREA NOT IN SCOPE/NO WORK RESTROOM' STORAGE i i KITCHEN L — J I r 2 N \xl 2 — II II ---- _ _ ---__ L r - --il 7 77 r i KEYNOTES-DEMO PLAN 4 1 I I I I I I 1 DEMO WALL L L J J 2 DEMO FIXTURE/EQUIPMENT i i t I 25'- 8" L 3 DEMO CASEWORK 4 DEMO WALK-IN FRIDGE 2 7 2 (E)' 2 5 DEMO FLOOR SINK I I I I BACK SERVICE AREA 2 2 6 STUB OFF EXISTING ELECTRICAL PANELS i t I 0 7 FLOOR SINK TO REMAIN —J L— — J I I 8 8 TRENCH DRAIN TO REMAIN rr----—, r--- ----------� I I WOMENS 9 ELECTRICAL PANEL TO REMAIN rl RESTROOM 10 EXISTING TO REMAIN I I I I I (E) FI U I `----------- L-------- 7 — I I —r-------- I I I I OFFICE I I II I I II I I I II I Z l i 2 BACK SERVICE AREA 2 I I I I I I w F17I I FRONT I I I I I SERVICE AREA I I I I I L)i Q LI I I 2 5 I I II I I I Hui - - - - - - - ----------- 2 f — J L —J - lr — � I r----------�1 a `� I I I I I I I I ' p cin II _ L __J_L_—_JL __J _J I I�I�1I �j I I r— W 04 ----- ----�i 2 IBJ L— 11 -----, i I I I I I c�c Z N rir I –TT– I I I NG � ¢ rn II II I I I I � _ ( i II it — O 00 IIII L 1 . U) z O N _ - I I~� I I � I I z `/) O g � I II I Q zjr I 3 F I I I I I I I I �'�"� Z Q a I I Q L I - - - - - - - - 1 —� F — � FJ_ — 1_ I LL i I I I I I J o 04 - - L___J_L_— _J_L_—_—_— JL — _—_J_ _ - - - - - - - - - -JC - - - - - - - - - - -- - - - - - - - - - - � I J V r L- - a U) I I I I �2 C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I I I L - - - - - - - DINING I i I n-1 I I I � I APPROVED 22 - - - - - - - - - -U I MacerichTC I I I 1 3/24/2021 - - J II III II ( I CASHIER PERMIT SET DINING ( � REVISIONS: II I L--------- - - - - - - - - - J II �.----- ----Z - - - - - - - - - - � i ; I N # DATE DESCRIPTION II ii it � I I SHEET TITLE: I — — — — — — — — — — — — — — — — — — I— 5 DEMO I m FLOOR PLAN co I– 6 a. PROJECT# 20028 N N PERMIT N DATE: 0 DATE: 03.18.2021 DEMO FLOOR PLAN w1/4" = 1'-0" z AD101 R a GENERAL NOTES - DEMOLITION CEILING PLAN x icy 1 1. DURING PRE-CONSTRUCTION MEETING, CONFIRM WHICH • A401 MATERIALS ARE TO BE SALVAGED AFTER REMOVAL. Lu • On 2, THE DEMOLITION NOTES LISTED AND REFERENCED IN THE ~ I DRAWINGS REQUIRE THE REMOVAL OF A BUILDING ELEMENT OR Lu SYSTEM OR COMPLETE COMPONENT COMPRISED OF MULTIMPLE M N ELEMENTS. THE CONTRACTOR SHALL DISASSEMBLE AND w REMOVE FROM THE SITE EACH ITEM IN ITS ENTIRETY SO AS TO ~ �l ACCOMMODATE THE INSTALLATION OF NEW CONSTRUCTION TO w p „ FOLLOW. >C7 I � � — _ — — 3. ALTHOUGH THE EXISTING BUILDING ELEMENTS ARE NOTED TO o ! i +{ I; II r° ❑ II — — II IIII 1 ) III IIII 1 II II BE D E M LI H ED THE CON TRA T R IS OBLIGATED WITH I N THIS o�m �zSCO E OF WORK T REMOVE ANY OTHER EXISTING NON- STRUCTURAL MATERIALS FOUND TO BE IN THE WAY OF g 1 • - - I �I: I IIII IIII IIII IiIt 0z INSTALLING THE MATERIALS AND SYSTEMS IN v OTHE RENOVATED BUILDING DESIGN. a� 4. SECURITY CAMERAS TO BE SALVAGED ADN REUSED. 11 II I I CONTRACTOR TO COORDINATE POWER AND DATA AND LOCATION WITH OWNER. 3 'J Y I ti I c-i ••:,-.—.-.CC•,__))•',.�'•`�._.-,.a-4.•.:':-;a I ' -."u:'n•-;' IIII y?P•--:�s. r yo�:Ik"T•.-. �=-'II-II•=.-CCr^=-.ms.r-µ.'.`�IIII T{�IIIII �IrIIIIIIII ,:• -,—-IIII—.LI s .°':-_�_CC---_I>)I--•_—_IIIIIIII IIIII„ - _----:,.moII.–iLI�,r•;, •`.:; --.-IIII�:•–:.4;".:;.- _–IIII�=_ -- IIII IIIIIII IIIIIIII IIIII /IIIIIIIIIIIIIIIII IIII 2z Ii 2 I I IIIIIIIrIIII —_– J1I{ IIIIIIIiIII / ICI1IFf(IIIIiII :,} ••(; 7P.j.%-•C-_�:•.,C(:;i,,;-)::a'1Ij I: •�'n).vC;:')-•.t�.I{-I{1'Ir1: ' : :^;��-'-•;<II. ;_.�..,•,'I.I.:.(..92r,: �L�.i;.,��C,°—•;'�:./t;�'-:�y-�?,.:III . X� ) X - ) FIIII Lc �-- / �nIII , •. IIII 7IIIIII - - - - An403 1 IIIII 5. MECHANICAL DIFFUSERS C OU L D NO T BE LOCATED ED IN THE # �.,9OOCfQWIJ�--J E F : OYU—:V ER I N - PIEOLOGY SUITE. CONTRACTOR TO COORDINATE ALL MECHANICAL AND ELECTRICAL. PON OREGON N LEGEND F ELEMENTS TO BE REMOVED OR DEMOLISHED EXISTING ELEMENTS TO REMAIN AJ 8' 8" AREA NOT IN SCOPE NO WORK I FE SUPPLY DIFFUSER 171 RECESSED 2X4 LIGHT FIXTURE Y. RECESSED 2X2 LIGHT FIXTURE O ZVARIOUS PENDANTS AND LIGHT FIXTURES W LU o(2NrQo GYPSUM BOARD CEILING/SOFFIT W /LU O n 1 4 2X2 ACOUSTIC CEILING TILE CLW W A Z 2X4 ACOUSTIC CEILING TILE GQC3 m �H 0 Y" Zi0Z KEYNOTES- DEMO RCP cD 1 DEMOLISH WALK-IN FRIDGE ZZ cy 2 DEMOLISH HOOD EXHAUST 3 EXISTING EXPOSED MECHANICAL DUCT TO REMAIN Q-1 ,77 4 DEMOLISH/REMOVE EQUIPMENT 1. _ / LL o APPROVED MacerichTC 3/24/2021 PERMIT SET' 17'-0" REVISIONS DATE DESCRIPTION – – — — SHEET TITLE DEMO REFLECTED I— CEILING PLAN PROJECT# 200r 2 '- 8 7 N PERMIT r N DATE: 0 Q DATE: 03.18.2021 N DEMO REFLECTED CEILING PLAN z AD201 Fy GENERAL NOTES -SITE PLAN x =T 1 SITE PLAN FOR REFERENCE ONLY. N 2. NO EXTERIOR ROOFTOP WORK PROPOSED. • w • N w ro w w � N Wrn � z Wo T (7 � w 00 O0 � z mg • Z � 0o dNa LJEF W. ERWIN Wmf-ZII Nwi-I —I\cytl� POR N ,OREGON — _ — III OF 000 I _— = II IIIIIIIIII ISI—ISI- 1 PROPOSEDTENANT 1111111 1V II IMPROVEMENT; 11111111111= (E) BUILDING B PROJECT (E) BUILDING A ® I �I I94 II _ - 11111 I1 --NO EXTERIOR ROOTOP Lu WORK PROPOSED o U O 0 z z Q d W wCD r` w co w w N I f l o =1 III 1 F— Q c ° III 1 11111 <N U) J Z � II111 a =1 w z mo 1= = III 1 = a 1IIIIIII LL II —III= co N GU O O (E) BUILDING C APPROVED Macerich TC 3/24/2021 _ d S� PERMIT SET TO a 4,`SQ& I REVISIONS: R� # DATE DESCRIPTION _I I SHEET TITLE 1 ) - SITE PLAN 0 PROJECT# 20028 N N —III PERMIT N DATE: 0 ado DATE: 03.18.2021 N SITE PLAN w 1" = 30'-0" z A001 a - - DIM.POINT GENERAL NOTES-INTERIOR WALL TYPES X FACE OF FRAMING —DEFLECTION HEAD TRACK,TYP 1. CONTRACTOR TO COORDINATE STUD MATERIAL THICKNESS OF • INDIVIDUAL WALLS TO MEET ALLOWABLE LIMITING WALL HEIGHT Lu N FLEXIBLE SEALANT&ANGLE TAPE 55 BOTH SIDES TYP 2. ALL FIRE PARTITIONS&FLOORS SHALL BE CAULKED AROUND w HEAD PERIMETER WITH A UL APPROVED NON-HARDENING SEALANT. M N _ DRYWALL FASTENER w 3. WALL ASSEMBLIES TO EXTEND TO UNDERSIDE OF STRUCTURE N m SURFACE BEYOND ABOVE, UNLESS DETAILED OTHERWISE-SEE CEILING PLANS J) p METAL STUD FRAMING FOR PARTIAL HEIGHT WALLS. ¢w (1) LAYER 5/8"GB TYPE W, 5/8" 4. COORDINATE WITH CODE COMPLIANCE SUMMARY DRAWINGS o 0 PLAN COATED GLASS MAT BACKER FOR RATED WALL LOCATIONS-CONTRACTOR TO REFER TO p o BOARD, TYPE'X'AT WET WALLS- APPLICABLE DOCUMENTATION PERTAINING TO FIRE RATING & IY g PVA PRIMER&PAINT, TYP ACOUSTIC REQUIREMENTS NOTED PER ASSEMBLY. DD • Z INSULATION TO FILL CAVITY 5. METAL STUD NON-BEARING WALLS ATTACHED TO STRUCTURE N° a WHERE OCCURS ABOVE TO HAVE DEFLECTION HEAD: WALLS= 10'-5"=3/4" BASE AS SCHEDULED WALLS 10'-5"-20'-0"= 1" BASE WALLS>20'-0"= 1-1/4" CONCRETE SLAB 6. WET WALLS ARE DEFINED AS ANY WALLS WITHIN 4'-0"OF A G`JEF W. ERWII � .• ; - PLUMBING FIXTURE. ALL WET WALLS TO RECEIVE GLASS MAT y I •• BACKER BOARD OR MOLD RESISTANT GWB. INTERIOR FURRING WALL 7. AT WALLS OF DIFFERING THICKNESS INTENDED TO ALIGN, ' �N c FIRE RATING : - "- PROVIDE ADDITIONAL MATERIAL TO CREATE A FLUSH FINISH SOUND RATING : - SURFACE. OF COP DIM.POINT FACE OF FRAMING WALL TAG-KEY I DEFLECTION HEAD TRACK WHERE ASSEMBLY LETTER ATTACHED TO STRUCTURE ABOVE, TYP PRIMARY FRAMING MEMBER SIZE FLEXIBLE SEALANT&ANGLE TAPE INSULATION DESIGNATION BOTH SIDES TYP HEAD A4S DRYWALL FASTENER MEMBER SIZE METAL STUD FRAMING 2 = 2 1/2"METAL STUD FRAMING 4 = 4"METAL STUD FRAMING (1) LAYER 5/8"GB TYPE'X`EA SIDE, 6 = 6"METAL STUD FRAMING PLAN 5/8"COATED GLASS MAT BACKER 8 = 8"METAL STUD FRAMING BOARD,TYPE W AT WET WALLS- 10= 10" METAL STUD FRAMING PVA PRIMER&PAINT,TYP INSULATION TO FILL CAVITY NOTES : WHERE OCCURS 1. SEE STRUCTURAL FOR REQ'D STUD SPACING &ADDITIONAL BASE . ,�BASE ASSCHEDULED INFORMATION CONCRETE SLAB INSULATION DESIGNATION a S =ACOUSTIC BATT INSULATION INTERIOR WALL - STANDARD T= THERMAL BATT INSULATION z - o R = RIGID/SPRAY INSULATION FIRE RATING : W SOUND RATING : - NOTE: FOR ALL WALLS TO RECEIVE ACOUSTIC INSULATION, o DIM POINT HEAD & SILL TRACKS TO BE SET IN ACOUSTIC SEALANT W Q ACE of FRAMING \ LLI 0 co METAL JOIST FRAMING /1/ _ L.L cl -(1) LAYER 1/2" PLYWOOD EA SIDEG' m 0— Lu LU Z N 11,_0., CC Q rn G O !Y DEFLECTION HEAD TRACK WHERE m a O HEAD ATTACHED TO STRUCTURE ABOVE, TYP 00 O H —METAL STUD FRAMING7 Y Z PLAN L W Z C/) d (1) LAYER 1/2" PLYWOOD EA SIDE 3 U- FABRIC WRAPPED, PADDED WALL J N BASE PANEL EA SIDE, SEE FINISH O o SCHEDULE T.O. FLR _ CONCRETE SLAB ie0,_0„ d . a INTERIOR WALL - TYP SIMULATOR BAY Cn FIRE RATING : - B WALL TYPES SOUND RATING : - 1 1/2" = 1'-0" APPROVED ROOM FINISH LEGEND DOOR SCHEDULE Macer24/202211 3//24/2 ID DESCRIPTION MANUFACTURER ITEM COLOR FINISH NOTES ACT-1 ACOUSTICAL CEILING TILE ARMSTRONG FINE FISSURED BLACK WA 24"X 24"SQUARE LAY-IN WITH 15/16 BLACK GRID DOOR FIRE DOOR FRAME HARDWARE ACT-2 ACOUSTICAL CEILING TILE ARMSTRONG CERAMIGUARD WHITE WA 24"X 24"SQUARE LAY-IN WITH 15/16 WHITE GRID MARK DESCRIPTION WIDTH HEIGHT RATING PROFILE MATERIAL FINISH TYPE MATERIAL GROUP NOTES APW-1 ACOUSTICAL PANEL WALL TURF TBD TBD N/A AT SIMULATOR BAY BOX FLOOR LEVEL PERMIT SET AT-1 ARTIFICIAL TURF TURF FACTORY BIRDIE PUTT ELITE N/A N/A AT SIMULATOR BAY PLATFORMS 100 OVERHEAD SECTIONAL 101-91 101-0" WA D ALUM BLACK ALUM ALUM TEMPERED GLAZING, LOCKING DIRECT 105 KITCHEN DOOR T-0' T-0" WA C MFR MFR MFR MFR ELIASON DOOR, DOUBLE ACTING B-1 WALL BASE FLEXCO 4"BASE TBD WA WITH TOE 107A PRIVATE DINING SLIDER 6'-2- 10'-1" N/A B WD PAINT BARN SLIDER,TEMPERED GLAZING REVISIONS: CONC-1 EXPOSED CONCRETE N/A WA WA SEALED EXPOSE AND FINISH EXISTING CONCRETE 107B PRIVATE DINING SLIDER 4'-2" 10'-1" N/A B WD PAINT BARN SLIDER,TEMPERED GLAZING # DATE DESCRIPTION EC-1 SAFETY EPDXY COATING SHERWIN WILLIAMS FASTOP 12s BASE TBD EPOCY(3746)OR FLOORING ALTERNATE: 108 STORAGE 3'-2- 10'-1" N/A A WD PAINT BARN SLIDER, LOCK REQUIRED POLYASPARTIC ALTRO, RELIANCE 25 RESILIENT SHEET. (4850) 10' -0" FRP-1 FIBERGLASS REINFORCED MARLITE SMOOTH SURFACE TBD SMOOTH SMOOTH PLASTIC GF-1 GLAZING FILM TBD TBD CUSTOM DESIGN GF-2 WALL BRANDING DECAL TBD TBD CUSTOM DESIGN NT-1 SIMULATOR BAY GOLF GOLF RANGE #18X1"KNOTLESS DIAMOND BLACK GOLF NETTING AT SIMULATOR BAYS. NETTING NETTING MESH POLYESTER NETTING PL-1 FORMICA TBD TBD TBD STORAGE CABINETS 6" 4" 4" PL-2 PLASTIC LAMINATE FORMICA TBD TBD TBD BAR ACCESS PANELS it SHEET TITLE: PT-1 PAINT:WALU CEILING SHERWIN WILLIAMS TBD TBD SATIN FLAT FOR CEILING, EPDXY FOR ALL TOILET ROOMS � I v I i I I WALL & PT-2 PAINT:ACCENT SHERWIN WILLIAMS TBD TBD SATIN DOOR PT-3 PAINT:ACCENT SHERWIN WILLIAMS TBD TBD SATIN / i i\ / i \ i i / \ PT-4 PAINT:ACCENT SHERWIN WILLIAMS TBD TBD SATIN TYPES PT-5 PAINT: FLOOR TRAFIC PAINT TBD TBD TBD SATIN PROVIDE GRAPHIC TREATMENT FOR CLEAR AREA AT I I ' EACH SIMULATOR BAY. J ' ' i DOOR TEMP I RWS-1 ROLLER WINDOW SHADE MATCH EXISTING MATCH EXISTING MATCH EXISTING I ElElEl \ / cTl� ;cTl� \ / SCHEDULE SSM-1 SOLID SURFACE DUPONT SOLID SURFACING TBD TBD o WA `y--- i 9 T-1 WALL TILE DALTILE COLOR WHEEL, 4X16 ARTIC WHITE TBD SCHLUTER-DILEX-AHKA COVE-SHAPED PROFILE � � _ i _ _ _ _ i _ FFE PROJECT# 20028 `8 TRANSITION AT FLOOR TO WALL TILE. 0' -0" `" TYPE D TYPE C (CC) TYPE B (BB) TYPE A(AA) PERMIT WDP-1 CUSTOM WOOD PANELS VIRIDIAN 3D ARCHITECTURAL PANEL DESIGNPLY+BIRCH CLEAR COAT CUSTOM DESIGN TO INCLUDE SIM GOLF BRANDING DATE: N (3DAP): CUSTOM DESIGN FINISH GLAZED OVERHEAD FLUSH W/ NARROW LITE FLUSH GLAZED FLUSH PANEL m SECTIONAL DOOR DA 03 182021 Z DOOR TYPES & SCHEDULE A002 (L GENERAL NOTES-FLOOR PLANS N 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FINISH AT EXTERIOR WALLS, FACE OF STUD AT INTERIOR WALL, UNLESS N G F E D C Q A NOTED OTHERWISE. • 42'-3" 41-6" 28'- 11" 1'- 1" 18'-0" 2. ALIGN FACE OF NEW FINISH WITH FACE OF EXISTING FINISH,Lum w VERIFY UNLESS NOTED OTHERWISE. M N U) 1 Ern 14 14 A301 1 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS O 0 O O PRIOR TO BEGINNING WORK TO CONFIRM SIGNIFICANT U)0 A401 DISCREPANCIES WITH ARCHITECTURAL DIMENSIONS. >cD 3 _ ¢ Lu io 1 4. CONTRACTOR TO PROVIDE POWER AND DATA AS REQUIRED. 00 *'- COORDINATE WITH OWNER AND ALL EQUIPMENT. p o WH 5 PROVIDE NEW PAINT THROUGHOUT, REFINISH ALL EXISTING 00 Z z g DOORS.. • Zo JANITOR Na Ba 2 n \f\ ii\ ° ui 104 LEGEND B4 64B4 0 C.>� C� 64 ,' 0 NEW FRAMED WALLS, SEE WALL TYPES �1 SIM 2 SIM 1 601 JEF W. ERWIN �, 20 O EXISTING WALLS TO REMAIN 3 (E) A601 10- ' ME S ��POR N ,OREGON N 3 � RES OOM ❑ �--� EXISTING COLUMNS TO REMAIN - 103 1 2IF! 20 i = AREA NOT IN SCOPE- NO WORK PROPOSED F-1 O B6 owe 4 � U i� 4 : N w ® DOOR TAG ALIGN i i e a �O 2 A602 66 17 17 11 - 17 I EXPOSED CONCRETE FLOOR Ll r EPDXY FLOOR FINISH _ 20 i1 5_- i TURF - ---- 5 CLR 0„ y — - 84 4zp+ —1 1 1 1 tt El ' REQ _ ( j/ PAINTED GRAPHIC FLOOR STENCIL 8 A601 .6 - - - - d 12 — —Y 3 zo ESTROOM ` 00 _ � q 12 — — — - 2 KEY _ *' _ _ ® o A601 13 NOTES FLOOR PLANS — o — — — — - — — - — — — 20 (E) 1 RELOCATED ELECTRICAL PANEL PARTY— — ZL 3 2 EXISTING ELECTRICAL PANELS TO REMAIN ROOM 15 3 SEE KITCHEN CONSULTANT DRAWINGS FOR EQUIPMENT LAYOUT, COORDINATE MEP REQUIREMENTS W/SELECTED MEP DESIGN-BUILD O -i COORDINATE CONSULTANTS PER GC, MEP DESIGN IS DELEGATED DESIGN BY I (SCJ BIDDERS. - \ _ L — J L — J �J KFlyi-I 4 EXISTING RESTROOMS TO REMAIN. UPGRADE INTERIOR FINISHES H -- —___- 84 9 "°` AND REPLACE LAVATORY, RESTROOM PARTITIONS AND TOILETS WITH —�� —� — ---------- — 16 -71/2 ' COMMERCIAL GRADE ADA COMPLIANT FIXTURES. REUSE RESTROOM VERIFY WITH SIMULATOR BAY OVERALLWIDTH g ACCESSORIES WHERE POSSIBLE. Z 1p7g I A601 5 DIMENSIONAL BACKLIT LOGO W 3 I 6 PUTTING GREEN SEE MANUFACTURERS SPECIFICATIONS C O I 7 MERCHANDISE DISPLAY SLAT WALL G a B4 A602 I 8 NEW OVERHEAD GLAZED DOOR W w = 11 9 TOUCHTUNE SEE MANUFACTURERS SPECIFICATIONS. PROVIDE > F- F- I POWER AND DATA AS REQUIRED.\ O 10 GAS FIRE TABLE cl) SIM 3 I 11 WOOD SLAT BRANDING WALL 12 BRANDING WALL M N 04 13 FOOSBALL TABLE Z W O T 14 EXISTING DOOR TO REMAIN-LOCKED SHUT, NO LONGER IN USE Q rn m PUTTING 15 CONTRACTOR TO CONFIRM EXISTING CONDITION. COORDINATE WITH O Z) x O I ARCHTECT. 00 0 GREEN O 17 WALL MOUNTED TV. PROVIDE POWER AND DATA AS REQUIRED < Z - I w d j \\\ a/// 18 AV CLOSET. PROVIDE POWER AND DATA AS REQUIRED. Z U) O Z Z F- 2 119 COORDINATE SIMULATOR BAY AND PARTITIONS WITH EXISTING DOOR Q y FRAME 7 Z it 20 PROVIDE CODE REQUIRED SIGNAGE. COORDINATE DESIGN WITH L U 2 O ARCHITECT/OWNER. W Z Q a Lu / > LL o Ba J/ ��/� -- - --= — - - -� - — — — ------------- PATIO go 10 12 LOUNGE E 1 - a V_ 10 — — O 100 1s -- APPROVED 2 3/24/2021C A401 PERMIT SET 6 4 0'-31/4" 0'-0" �A602 o • — g REVISIONS: - RAMP UP 1:12 MAX --- # DATE DESCRIPTION LJ LI_ Ti -Iii III i ' 18 gq A4 A4 B4 O SIM 4 — SIM 5 SIM 6 5 A602 B4 A4 64 SHEET TITLE: B4 STORAGE FLOOR PLAN J 108 O — 19 inLu 1 O O I PROJECT# 20028 .aa w w N A301 PERMIT 0 N DATE: 0 33 N FLOOR PLAN DATE: 03.18.2021 W 1/4" = 1'-0.. Z A101 a FABRIC-WRAPPED, x TRUFLIGHT PADDED WALL &C DENG TMPS N 2 BALL CAMERAS- C14 MOUNTED MULTI-SPORT CAMERAS- CEILING MOUNTED Lu U) CD PROJECTION SCREEN - TRUFLIGHT - c w 2 CLUB CAMERAS- W N = CEILING MOUNTED BALL NET-ATTACHED AT FLOOR AND CEILING F Z PROJECTOR- (ONE AT EACH SIDE OF SIMULATOR BAY) O U) CEILING MOUNTED 3 Lu 00 TV/ MONITOR O 0 (ONE AT EACH SIDE OF SIMULATOR BAY) m m • Z Na LG JEF W. ERWIN t� POR OREGON OF (OP S —' KIOSK IM 3 108 WOOD STUD FRAMED PLATFORM PLYWOOD SUBFLOO R BELOW SIMULATOR BOX = TURF z W PLATFORM WITH TURF c r O :777 _ W CLEAR FLOOR AREA IIIIIIIII—I � IIIIIII—III— � � —� I IIII—IIIIIIIII—III—III— > � PAINTED FLOOR STENCIL cn 3 SECTION- SIMULATOR BOX _ o 4 SIMULATOR BAY 3/4" = 1'-0" 16'-0" < N > - - - - - — BALL NET-ATTACHED AT FLOOR AND CEILING SPRINKLER, COORDINATION LOCATION AND FIXTURE _ o y, - 0, SU T0 (ONE AT EACH SIDE OF SIMULATOR BAY) WITH GOLF IMOR FUNCTIN. 0 Tr z U) p Z v7 -PADDED WALL - - - - - - - W vz U) a I TV/MONITOR -CEILING MOUNTED TV/M NITOR F— I -CEILING MOUNTED LL U) ..I o CN KIOSK O 0 I I CCC� SIM 3 X G -BAR COUNTER 1O8 COFFEE TABLE TRUFLIGHT 2 BALLIGHT I CAMERAS PROJECTION SCREEN jI BOX BALL CAMERAS -BOX MOUN ED OUNTED F1f—I MULTI-SPORT CAMERAS- I CE LING MOU TE MLLTI_SPORTCAMERAS- CEILING MOUNTED T GHT APPROVED Macedch TC TRUFLIGHT ( I CAMERA- 3/24/2021 I /_2 CLUB CAMERA- I MOUNTE CEILING MOUNTED x, F_cli _ — rn of I ° � ° o ° °°° �� L _ — I I PERMIT SET — J I I I I � m I I °r° PROJEC OR- PROJECTOR- REVISIONS: I I CEILING MOUNTED I CEILING OUNTED # DATE DESCRIPTION I II II II J BAR STOOL I I PLATFORM LOUNGE SOFA I I �SAFTY LINE I X SHEET TITLE: I --TV/MONITOR — -CEILING MOUNTED , I ENLARGED PLAN GOLF PADDED WALL I _ I SIMULATOR PROJECT# 20028 0. v - - 3 PERMIT N � 3 _ SPRINKLER, COORDINATION LOCATION AND A151 A151 FIXTURE WITH GOLF SIMULATOR FUNCTION. SIMULATOR BOX DATE: c � - SIMULATOR BOX " 2 REFLECTED CEILING PLAN- GOLF SIMULATOR BAY DATE: 03.18.2021 co o i FLOOR PLAN- GOLF SIMULATOR BAY" 1/2" = 1'-0" A 1 5 1 ' m GENERAL NOTES - CEILING PLAN x 1. ALIGN FACE OF NEW FINISH WITH FACE OF EXISTING FINISH, • N UNLESS NOTED OTHERWISE, N G F E D C B A • N U) 1 2. DETAIL REFERENCES SHOULD BE APPLIED TO ALL INSTANCES w co WHERE THE SAME CONDITIONS APPLY.A401 o r cl) 3. LOCATIONS OF ELECTRICAL DEVICES (RECEPTACLES, F SWITCHES, THERMOSTATS, ETC.) TO BE LOCATED IN THE FIELD WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION. U) 0 >w 4. CENTER CEILING TILE IN ROOM UNLESS NOTED OTHERWISE. ¢ tr T — — 1 00 -- — 5. CONFIRM LIGHT LEVELS WITH ARCHITECT. a0 0 6. ALL FIXTURES TO BE DIMMABLE. REVIEW LIGHT ZONES AND +- i ::•'` SWITCHING WITH OWNER. Z x JA TbR • N 0 P11 ; 7. CONFIRM FIXTURE FINISHES WITH ARCHITECT. ALL FIXTURES AT ACT-1 TO BE FINISH: BLACK. ' 8. PROVIDE POWER AND DATA AS REQUIRED AT ALL CEILING - MOUNTED, TVS, PROJECTORS AND CAMERAS. CONFIRM WITH v� SIM 1 t OWNER. L4 JEF W. ERWiN SI 2 KITCHEN t .' '4 9. FIRE SPRINKLER/ALARM TO BE COORDINATED BY CONTRACTOR. • pOR y MS SIMULATOR BAY BOXES TO BE SPRINKLED. COORDINATE N ,OREGON — ®_ _ ;; -.• �'f� LOCATION AND SPRINKLER HEAD WITH GOLF SIMULATOR BAY �� FUNCTION. CL-2o OF 0� 10. CONTRACTOR TO PROVIDE NEW PAINT AT ALL EXISTING GYP.BOARD CEILING. PATCH AND REPAIR AS REQUIRED. U 11. CONTRACTOR TO PROVIDE MECHANIAL WITH SUB CONTRACTOR. OWNER. ALL LOCATIONS TO BE CONFIRMED WITH ARCHITECT AND is,r. 1 L J 1 LEGEND vacs t� M s EXISTING ELEMENT T REMAIN •CL-1 S O M IN ••4 ' 't� •yi +13' 0" � III I I - - II W I CL 2 r AREA NOT P / �J O SCOPE NO WORK I + II i I - 1 0" 3' . . .. ...... II I W $AR E ..�•'� :is •j :y u 0 a 0 1 0 - + SUPPLY LY DIFFUSER PA TY - - CL- 2 DM- RETURN DIFFUSER I I - 13'- 0" CL-2 CIRCULAR PENDANT LIGHT FIXTURE ui 0 L.LJ Q RECESSED 2X2 LIGHT FIXTURE LLI H It . D O t SURFACE MOUNTED LIGHT FIXTURE � 0 ri � co ICL LLI LU N 0 RECESSED LED STRIP LIGHT Z � � SIM 1 1 - O O 0, r GYPSUM BOARD CEILING/SOFFIT m (n LJ zo 1 1 I Z U) o Q ` 2X2 ACOUSTIC CEILING TILE Q Y Z ~ LI Z 0 Lu " as Z XXXX CEILING TYPE CEILING HEIGHT u- w CL-1 1 ° +13'_0" - - O o CEILING MOUNTED TVS, PROJECTORS AND '^ 0 — — — — — — — — — O EXACCAMET LOCATION WITH OWNER.S. CONFIRM MOUNTING HEIGHT AND G V J 1 m 1 1 F I KEYNOTES- RCP 1 (N) GLAZED OVERHEAD SECTIONAL DOOR III 112 EXISTING EXPOSED DUCT TO BE REUSED. LOCATION TO BE III I COORDINATED WITH SIMULATOR BAY EQUIPMENT. 3 NEW EXPOSED DUCT WORK TO MATCH EXISTING, COORDINATE W/ F1 1 1 1 ° 1 11 1 — HVAC SUBCONTRACTOR. LOCATION TO BE COORDINATED WITH III W W U SIMULATOR BAY EQUIPMENT AND LIGHT FIXTURES APPROVED 4 COORDINATE NET W/RAMP ACCESS Macerich TC III A 01 5 SUSPENDED OVERHEAD PROJECTOR, COORDINATE SUPPORT W/ 3/24/2021 o� 2 °� CL-2 3 III +17'-0" Li 1 1 PERMIT SET O O O O 1 1 1 1 1 1 5 1 1 NE EXPOS D DU ( REVISIONS: LA # DATE DESCRIPTION O ° 4 — — v I I LOUNGE 5'-0° SM4 Sim 5 100 I © SHEET TITLE — — — — — — REFLECTED v CEILING PLAN — — — — — 1— 6 N PROJECT# 20028 M I will N PERMIT N DATE: 0 NNNW 00DATE: 03.18.2021 N REFLECTED CEILING PLAN ujz a x GENERAL NOTES -EXTERIOR ELEVATIONS N 1. ALL GRADES SHOWN ARE APPROXIMATE. • H • V5 PARAPET m w N rn H n rn __-ROOF DECK w O 25' -6" \1 Lu 3 O SIM GOLF EXTERIOR BACKLIT SIGNAGE a d SEE CONSULTANT DRAWING FOR DESIGN g m PATCH AND REPAIR BUILDING AT • Z CD� REMOVED SIGNAGE - - -- - go CL - _ ROOF SOFFIT 15' -0" _ WINDOW HEADER �� r 101-0.1JEF W. ERWIN n H • • � r>aN -1 OF 00 _FLOOR LEVEL -b- (E) '(E)STOREFRONT TO REMAIN (E)STOREFRONT TO REMAIN ELEVATION - SOUTH 1/8" = 1'-0" PARAPET 32, 0" K ROOF DECK Z 25, 7 w C) 0 w\ W / H O � ROOF SOFFIT n/ _ 16-0.1 LL CEILING HticH t._ M 13'_0. V C� Z � N NEW GLAZED OVERHEAD -- - - WINDOW HEAOD_ ER n C O Q � SECTIONAL DOOR, COORDINATE TRACK W/(E)ADJACENT -- 00 U) STOREFRONT MULLIONS O Z L Z Y 0 FLOOR LEVEL / U Q 0- p� -0" V W Z 10'-2" (E) STOREFRONT TO REMAIN VERIFY (E) STOREFRONT U- c/) TO REMAIN J o 2 ELEVATION - EAST O o 1/8" = 1'-0" (D G U) PARAPET _n APPROVED 32'40" V Macerich TC 3/24/2021 -- -- — ROOF DECK 25'-6" V PERMIT SET REVISIONS: # DATE DESCRIPTION ROOF SOFFIT 15' 0" CEILING HuuH I 13'- WINDOW HEADER j 0' _7 SHEET TITLE: i 1 / FLOOR LEVEL n - -- - U' 0„ (E) UTILITY ROOM -- SIM KITCHEN ACCESS (E) DOORS TO REMAIN, EXTERIOR N DOOR TO ' T REMAINS EMAIIN PROPOSED US ELEVATIONS 3 ELEVATION - NORTH a 1/8" = 1'-0" M PROJECT# 20028 M iii iv PERMIT N DATE: 0 DATE: 03.18.2021 M 0 F A301 tOi GENERAL NOTES - BUILDING SECTIONS x 1. ALL DIMENSIONS INDICATED ARE TO FACE OF STUD AT EXTERIOR • N WALLS, CENTERLINE OF STUD AT INTERIOR WALL, UNLESS NOTED N 6 5 4 3 2 1 OTHERWISE. • w _ — _ — _ — I-T — — _ PARAPET n 2 CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR �7 TO BEGINNING WORK TO CONFIRM SIGNIFICANT DISCREPANCIES r � I I ( I WITH ARCHITECTURAL DIMENSIONS. W m � z U) O LEGEND >c7 ¢ w I EXISTING WALLS TO REMAIN o O 2 I ¢ O � A401 z ROOF DECK 0 NEW FRAMED WALLS co g — — — — 25' _6„ -� qo I I I i i t I I I I L, JEF W. ERWtN POR N ,OREGON OF 00 I I I — ROOF SOFFIT 15'-0"�/ _ — CEILING HEIGHT _� 13'-0" v WINDOW HEA1DER — — 0, _o” L014 3E BAR KITCHEN I I 00 1oa 106 105 � � FLOOR LEVEL n 0' -0" W o W\ a / W H 0 � N-S BUILDING SECTION � Z � co 1/4" = 1'-0" OD0� U) co � O z c/) p z OG E D 1 C B Q H Q `TIS A401 < Y Z T 0 1: 0 - - - -- — — — — — — — PARAPE-T_n W Z c/) D_ J N I O o (D G _ — — — —_ROOF DECK - — - -- --- - — — — — — — — — 25,_64 I I I I APPROVED Macerich TC 3/24/2021 PERMIT SET ROOF SOF 15FI0T . .. REVISIONS: CEILING HEIGHT_ # DATE DESCRIPTION _T _ WINDOW H 101-01,1, n §' V I I I LOUNGE SHEET TITLE: I 100 i I I I r --- / \ -- BUILDING SECTIONS FFA- IH � HH I I i T N FLOORLE 0,VEL _0„ V I a n PROJECT# 20028 v M J PERMIT N DATE: 0 DATE: 03.18.2021 2 E-W BUILDING SECTION 0 ' "1/4 = 1 -0" z A401 a x N W N U) Wm W • M N U) FRP-1, TYP. FRP-1, TYP. FRP-1, TYP. FRP-01, TYP. H U) Z U) O QW 00 i l Qz I t & g Na II E� �c� W. ERWIN x y • • COVED BASE COVED BASE 11 \ COVED BASE COVED BASE tf1�POR N ,OREGON 0 OF 00 KITCHEN - N �L KITCHEN E 3 KITCHEN - S - KITCHEN - W 1/4" = V-0" 1/4" = V-0" 1/4"= 1'-0" 1/4" = V-0" WALL MOUNTED TV CEILING MOUNTED TV WALL MOUNTED TV, WDP-1 TYP. —LIQUOR DISPLAY SHELF \ / WALL MOUNTED TV \ / LIQUOR DISPLAY j SHELF i O/�N / \ FRP-1 � \ / \ Lu zo / \ o / v Wa \ / v W COVED BASE 1 -6 COVED BASE COVED BASE O 0 0 -COVED BASE 1 2'_2" FRP-01 ^ Df W ch '-2" WDP-1 cL.L Z W N BAR c BAR BAR ,� BAR G < rn 5 Of 1/4"= 1'-0" 6 1/4"= 1'-0" 1/4" = 1'-0" U 1/4" = 1'-0' O C'1O m U) Z a oz Q z � Z Y = 0 LLI `-' Q a- 3: LL 3 W _l N Oo --DIMENSIONAL BACKLIT MIRROR MIRROR /Il LOGO tCCJ - ---- 77 G T-1 \ r APPROVED N _ - -- Macerich TC - -- 3/24/2021 REMOVABLE PLASTIC 5'- 10" T_1 T-1 LAMINATE PANELS, TYP.� 60"MINIMUM CLEAR PERMIT SET 9 BAR SEATING - N O MEN'S RR - E MEN'S RESTROOM- S �G WOMEN'S RESTROOM - N �OMEN'S RESTROOM - E (SIM AT MEN'S) REVISIONS: 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" # DATE DESCRIPTION SHEET TITLE: INTERIOR ELEVATIONS a o PROJECT# 20028 U) N PERMIT c� DATE: 0 ao DATE: 03.18.2021 z A601 a x N • N • V5 Lu uj CEILING MOUNTED TV CEILING SUSPENDED NET CEILING MOUNTED TV o CEILING SUSPENDED NET n N - 0) rn I - Q 0 Lu Im 7 cm p0 \ / \ Z mg Z No 0/01\N OP�N � �y J*WERWIN 24PN OF 00SIM BAY 3 SLIDING DOOR SIM BAY 1 SIM BAY 3 SIM BAY 1 4 E T1 - W SIMULATOR 3 N EXPOSED DUCTWORK PENDANT FIXTURE CEILING SUSPENDED NET CEILING MOUNTED TV i WDP-01 I i I I � � Z W --� w --- > LU cl --- all / / \ a_ W W N z-7 75 - — -- Q 0 _jx zz - v / Z Q Ao Q Y � J �PREMANUFACTURED RETAIL Z Y = Q DISPLAY WOOD SLAT WALL GLAZED OVERHEAD AV STORAGE — SLIDING DOOR Zcf) a- SECTIONAL DOOR uj 5 AV STORAGE - W 6 STORAGE - W J o MERCHANDISE DISPLAY E N N 4 va„ = 1 .0' 1/4" = 1' 0" 1/4" = 1'-0" 0 N 0 0 (D G U) APPROVED Macedch TC 3/24/2021 PERMIT SET REVISIONS: # DATE DESCRIPTION SHEET TITLE: INTERIOR ELEVATIONS a. a PROJECT# 20028 io N PERMIT N DATE: 0 N DATE: 03.18.2021 M W z A602 Of a GENERAL NOTES O F Q Q O Q T I. IT SHALL BE NOTED BY THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS THAT THIS SET OF PLANS AND THE INFORMATION Zj CONTAINED WITHIN IN NO WAY RELIEVES SAID PARTIES OF THEIR O RESPONSIBILITY TO INVESTIGATE AND COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES AND TO PERFORM ALL WORK TO THE HIGHEST STANDARDS. I ---------- 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL 5UB-CONTRACTOR5 TO VERIFY THE ACTUAL SPACE AND MECHANICAL I� BIB I FRZR ETC., WITH THE OWNER PRIOR TO ROUGH-IN AND CONNECTION. � Y4 O I0 - - 15 2430 3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO IMMEDIATELY M 8 1 9 I \ II u t 16 22 18 11 19 21 MOP SINK a NOTIFY THE KITCHEN EQUIPMENT CONTRACTOR IN WRITING OF ANY CHANGES TO W 20 WATER HEATER HW THE BUILDING THAT AFFECT EQUIPMENT PLACEMENT AND 51ZES (I.E., WALL �J Jl --- LOCATION - VFY --- I CHANGES, WATER HEATER LOCATIONS, ELECTRICAL PANELS, ETC). I a 2 w i ICE I 3 21 U/C 4. SUITABLE WALL BACKING AS SHOWN ON THESE PLANS AND AS REQUIRED BY Y9 FRZR THE OWNER SHALL BE PROVIDED AND INSTALLED BY THE GENERAL R L/ CONTRACTOR • i ------------------------------------------------------------------------- ----------+-------------------------------------------------------•------- --------------------------------------------•---------------------•--------- ! 35 I I � I1 3 3 I I 31 i 6__ I w .................'m.--•............. I •-•-•---•--•--•--'�----------------• r--.........--•--nik................r ! 34 'I `\II ` II — -- -- ------- 36 j '--------------------------------- -- j '-------------------------------•---0 •---- \ / 2� 5. THE GENERAL CONTRACTOR SHALL PROVIDE FLOOR, WALL, CEILING AND U) PREP =_____ ____ __ ___ / HOOD ROOF PENETRATIONS, INCLUDING, BUT NOT LIMITED TO TH05E REQUIRED FOR: < o ---i I I MAKE-UP AIR, CLA55 II EXHAUST DUCTS, FIRE-RATED 5HAFT5 FOR CLA55 I �--� EXHAUST DUCTS. MM o 0 h+� z o - - - 5 I ° ' 6. THE GENERAL CONTRACTOR SHALL PROVIDE CONDUIT AND SLEEVES FOR Z t. t REFRIGERATION LINES, SYRUP, CARBON DIOXIDE GAS, BEER LINES, LIQUOR 0 I I - - --- - u LINES, AND DATA LINES. CONDUIT SHALL BE CIRCULAR PVC EQUAL TO THE h I 41 145 ;IIIII!Illlfl j ! 40 41 / / 42 43 / 44 / \ �IIGkNII 49 DIAMETER INDICATED ON PLANS. ALL BENDS SHALL HAVE A MINIMUM RADIUS I ' t IItlallltl OF TWENTY-FOUR INCHES. F- --'- , 11 61 ;(05 60 561 54 GW 1. THE GENERAL CONTRACTOR SHALL PROPERLY SEAL ALL WALL AND FLOOR +' PENETRATIONS AFTER THE INSTALLATION OF RELATED EQUIPMENT AND l2 10 69 68 66 63 62 61 59 58 5l 55 53 Ii II Ila FURNISHING ITEMS. Q ± ± - } } _ ___ . t--- --+ _ I — III VIII 51 CIICIIIII 8. ALL DIMENSIONS SHOWN ARE FROM FACE OF FINISHED WALL OR FLOOR -------•--- : - _ ® 0 illll I.I. 52 W ,_ a - z LIII'6111J I - ! -------------- I I, -_ i 9. ALL UTILITY ROUGH-INS SHOWN ON THESE PLANS ARE SUBJECT 70 CHANGE ~ -- - - - - - - - --- --- - - ------- - - -- - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- --- --- --------- - - - - - - - - - - - - - - - - - - - . _ - - - - - - - - - � PENDING FINAL EQUIPMENT SELECTION AND LOCATION. I j C/) --- ---- -------- 10. ALL UTILITY ROUGH-INS, FINAL CONNECTIONS, AND NOOK-UPS SHALL BE 80 18 11 16 19 80 PROVIDED AND PERFORMED BY THE RESPECTIVE LICENSED SUB—CONTRACTORS IN COMPLIANCE WITH APPLICABLE NATIONAL AND LOCAL N 1 CODES. 11. SEISMIC BRACING INFORMATION, IF REQUIRED, IS NOT INDICATED ON THESE J U) 0-) PLANS NOR IS IT PROVIDED BY THE KITCHEN EQUIPMENT CONTRACTOR UNLESS O Z 11� f i OTWERIU15E SPECIFIED HEREIN. � n 00 j V 1 i i i 12. WHERE EQUIPMENT PRODUCES NOISE THAT MAY VIBRATE THROUGH WALLS C Q TO ANY PUBLIC AND/OR DINING AREAS, THE GENERAL CONTRACTOR SHALL G Z E i I I PROVIDE AND INSTALL ADEQUATE SOUND PROOFING IN WALLS. ^ — Qr� I I I I � I Vl rr I I I Q I rr j I I I ' ; r � 1 I 1 • I j I I I I I I I I I LA I I I I 21 I I I I I I I i i • REVISION INFORMATION ] - - - - - - - i _ - — — — - — — - - # DATE - - - - - - ---------------[ - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - ----- - --- ------------- 0 02110/202 1- - - --- - I I I I I I 1 -- I 2 I I I I I -- ! : I v - v I 3 ---- ------ - -----------------•--- ------------------------------------ - --------- ----------- ! I 5 - --- ----------------- 6 ---- I ------------ I 7 1 I 8 - This plan is the property of Bargreen Ellingson and is loaned subject to the I I I I II condition that itis not to be copied, I reproduced,or distributed either in whole or in part, permiwithout ssion,and snotto be used in any way detrimental to the best I I I III I interests of the company. ---------r-------------------------t--------------------------------------------------- ©2012 BARGREEN ELLINGSON INC. _________________•---- ------------------------------------------------------------------ ______________________..____..___________________________________.____.__________________ ---------- J------ UK----------------- _____________________________ ________ •-------------_----- — .................. ' ! 1 ------------------ . .............. _ ___-. I DRAWN BY: i — M. PHAN z PROJECT MANAGER: I i I i r S. BRITT ry i i i • I I i i j I SHEET TITLE: i FOODSERVICE I CID 3 - - - - - E -------------- - - - - - - - - - - - - - - - - - - ----- - - - - - -- - - - - - - - -- - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ - - - � ll�ll EQUIPMENT i PLAN i I I i j I Km 1 SHEET NUMBER I I I I I i I N I I I I I I KITCHEN S BAR EQUIPMENT PLAN Scale: v4"=I'-m" 2 OF 7 PROJECT NUMBER C�11 80105286 � o m 5UPf'LIER DE5CRIPTION MANUFACTURER ELECTRICAL PLUMBING GA5 NOTES p •0 f__ MODEL NUMBER Cn ua r Ljw w w � � Q O = 0 O O Q O NL O O C'S v Q s > (L U z U �D U m �l I ><I I ICE MAKER SCOTSMAN C0630MA?3 6.4 1 ?08-23C 3 JBOX •3/8" FS ROUTE WATER THROUGH FILTER CUBE SIZE 1/Sxl/8x1/8 I_i 2 � 1 ICE BIN I SCOTSMAN 5530P FS 3 7c� 1 WATER FILTER EVERPURE EV9324-21 3/8" 4 - SPARE NUMBER 1.4 4 5 - SPARE NUMBER W 6 - SPARE NUMBER o in I F>< I BAG IN BOX SODA SYSTEM BY PURVEYOR VERIFY LOCATION d REQ'S WITH PURVEYOR =� 8 I CO2 TANK BY PURVEYOR VERIFY LOCATION 4 REQ'S WITH PURVEYOR ~J u 9 1 CARBONATOR BY PURVEYOR 12 1/3 110 1 PLUG 1/2" FS VERIFY LOCATION 4 REQ'S WITH PURVEYOR FF 11 a LL 10 1 IF - `i - 2 LOCKERS I EXISTING RELOCATE 11W II I 1 REACH-IN FREEZER I ATOSA MGF8406GR 2b 1 120 1 5-15P 11 WITH CASTERS. ^ 12 - SPARE NUMBER 13 - SPARE NUMBER 14 - SPARE NUMBER 15 ® 1 HAND SINK WALL MOUNT W/FAUCEET EXISTING RELOCATE 1/2" 1/2" 1-1/2" WITH LEFT 4 RIGHT END SPLASHES. SOAP 4 TOWELS BY OWNER I6 � 1 DISH STORAGE SHELVING CENTAUR C2430 5 TIERS HIGH WITH 86" POSTS. 11 ><11 3 COMP SINK EXISTING RELOCATE FS �/ N o I8 � 1 PRE-RINSE FAUCET W/ SWING SPOUT EXISTING RELOCATE 1/2" 1/2" WITH 5-0230-K KIT. ^ a 19 ® 1 FAUCET 11" SPOUT SPLASH MOUNT I EXISTING RELOCATE 1 1/2" 1/2" WITH 5-0230-K KIT. 20 ® 3 LEVER WASTE EXISTING RELOCATE M o 21 7;:�71 2 WALL SHELF CENTAUR CI448WSK-5R w Z o 22 >_� 1 DISH MACHINE UNDER COUNTER CHAMPION UH3305 2.0 32.0 1 208 1 JBOX 1/1" FS I LEASED MACHINE. - z 23 - SPARE NUMBER z 3 24 - SPARE NUMBER M a 25 - SPARE NUMBER 26 >E�] 1 WORK TABLE L-SHAPED CUSTOM STAINLESS 60X% WITH OPEN BASE. 21 1 2 DOOR FREEZER, UNDER COUNTER ATOSA MGF8406GR I 2b 1/4 120 1 5-15P WITH CASTERS. 26 1 OVEN COMBI W/ STAND ELECTRIC RATIONAL ICP6-HALF/STAND 1 108 35.0 208/240 3 1 JBOX I FS -REQUIRES (2)WATER CONNECTIONS. 29 >�_7 I 1 WATER FILTER I RATIONAL 1900.1154U5 •VERIFY REQUIREMENTS. 30 77-77 1 VENTLESS HOOD RATIONAL ULTRAVENT PLUS 1.1 120 1 5-15P 11 31 [5-" 1 WORK TABLE CUSTOM STAINLESS 30X24 WITH UNDERSELF. I� 32 u] 4 WALL SHELF CENTAUR CI448WSK-5R O 33 D 1 REF. PREP TABLE ATOSA M5F8308GR 1 2.8 1/5 120 1 5-15P WITH CASTERS. Q 34 1'% 1 1 COMP PREP SINK EXISTING RELOCATEFS WITH LEVER WASTE BRACKETS. 35 I FAUCET 12" SPOUT SPLASH MOUNT EXISTING RELOCATE I/1" I/1" 1 1 WITH 8-0230-K KIT. 111 36 1 LEVER WASTE EXISTING RELOCATE f- 31 - SPARE NUMBER 38 SPARE NUMBER Z) 39 1 1 1 1 - SPARE NUMBER (n 40 11 LOT UPPER BACK BAR CUSTOM MILLWORK 41 1 1 2 POS SYSTEM 4 PRINTER BY OWNER 15.0 120 1 5-15P DEDICATED 4 ISOLATED CIRCUIT. VERIFY REQ'S WITH OWNER Q 42 1®1 1 1 4 DOOR BACK BAR COOLER PERLICK 5B5I08L-LLRR 42 I/4 120 I 5-15P 43 ® 2 BEER TOWER 5 FLAVOR PERLICK 69526-5TT FS WITH DRIP TRAY. N 44 ® 1 1 4 DOOR BACK BAR COOLER PERLICK 555108R-LLRR 42 1/4 120 1 5-15P 45 ® 1 1 FILLER CABINET I CUSTOM STAINLESS SEE PLAN FOR SIZING. LL d 46 1 - SPARE NUMBER 41 1 - SPARE NUMBER 48 1 - SPARE NUMBER O Z 49 ® 1 1 DRAIN BOARD GLASS RACK PERLICK 1055A-D FS O O 50 ®® 1 GLASS WASHE LOW TEMP CHAMPION UL-130 09 12.0 1 120 1 •JBOX 3/4" FS 51 ® 1 1 DRAIN BOARD FILLER PERLICK T5015 FS f" 52 >< 1 1 DRAIN BOARD CORNER PERLICK T5024RIC FS (� 53 ® 1 SODA GUN CHASE I PERLICK T5F45GB z 54 1 SODA GUN BY PURVEYOR I VERIFY REQ'S WITH PURVEYOR — Q 55 > I COCKTAIL STATION PERLICK T5301CI0 FS 56 >< I SPEED RAIL SINGLE PERLICK 5R-530A 51 >C� 1 UNDERBAR LIQUOR STEPS PERLICK T5121L5 56 7:;-77 1 DUMP SINK 4 FAUCET PERLICK T50I2145 3/8" 3/8" FS WITH SCRAP BASKET. > ~ 59 17E7 I WASTE BRIDGE PERLICK TSF125TB 60 I WASTE RECEPTACLE TRIMLINE 23 GAL, CARLISLE 34202323 (GRAY) 61 1 DRAIN BOARD GLASS RACK I PERLICK 1055A-D FS 62 I HAND SINK 4 FAUCET PERLICK T512HSN 3/8" 3/8" 1-1/2" SOAP 4 TOWELS BY OWNER 63 ® I DRAIN BOARD GLASS RACK PERLICK 1055A-D FS 64 1><1 1 SODA GUN CHASE PERLICK T5F45G8 65 F5,! I SODA GUN BY PURVEYOR VERIFY REQ'S WITH PURVEYOR 66 >< I COCKTAIL STATION PERLICK T5301CIO FS 61 I>< I SPEED RAIL SINGLE PERLICK 5R-530A 68 ><I 1 UNDERBAR LIQUOR STEPS PERLICK T5121_5 O 69 ® I DUMP SINK 4 FAUCET I PERLICK T5DI2H5 3/8" 3/8" FS WITH SCRAP BASKET. 10 � 1 WASTE BRIDGE I PERLICK T5FI28T5 ll ® 1 1 WASTE RECEPTACLE TRIMLINE 23 GAL. CARLISLE 34202323 (GRAY) 12 >< I DRAIN BOARD GLASS RACKI PERLICK 1055A-D FS 13 SPARE NUMBER 14 - SPARE NUMBER REVISION INFORMATION 15 - SPARE NUMBER # DATE 16 ® LOT BAR DIE WALL BY G.G. 120 1 VFY FOR UNDER BAR LIGHTS ON BARTENDER SIDE. ---LIGHT CONNECTION 120 1 1 VFY I I FOR UNDER BAR LIGHTS ON CUSTOMER SIDE. 0 02/10/2021 ll ® LOT FINISHED BAR FRONT CUSTOM MILLWORK 1 l-5 7'=I LOT FINISHED BAR TOP CUSTOM MILLWORK 73 11><J I LOTFINISHED ADA TOP CUSTOM MILLWORK 2 ---- 80 11=1 I LOT11 DRINK RAIL 11 CUSTOM STAINLESS FS 11 1 11 WITH REMOVABLE PERFORATED INSERT. 3 -- 4 -- 5 6 --- 7 This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced,or distributed either in whole or in part,without written permission,and is not to be used in any way detrimental to the best interests of the company. ,D2012 BARGREEN ELLINGSON INC. DRAWN BY. M. PHAN z PROJECT MANAGER: S. BRITT SHEET TITLE EQUIPMENT LLI SCHEDULE Reference only SHEET NUMBER Not part of this permit ry K=2o g 3OF7 PROJECT NUMBER fill 80105286 M x w GENERAL REQUIRED SPECIAL INSPECTIONS AND TESTS N 1. MATERIALS AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF CONSTRUCTION 1. PROVIDE SPECIAL INSPECTION, SPECIAL TESTING, REPORTING AND COMPLIANCE PROCEDURES ACCORDING TO CHAPTER 17 OF THE IBC. Lu DOCUMENTS, AND THE FOLLOWING: 2. SPECIAL INSPECTOR SHALL DEMONSTRATE COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING QUALIFICATIONS TO THE MACERICH® 00 o Lu 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) SATISFACTION OF BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION IN QUESTION. lV Tenant Coordination w N ASCE/SEI 7-16 ASCE MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND 3. PRIOR TO BEGINNING OF CONSTRUCTION, REVIEW SPECIAL INSPECTION REQUIREMENTS WITH ARCHITECT, ENGINEER, BUILDING t rn OTHER STRUCTURES (ASCE) OFFICIAL, GENERAL CONTRACTOR,AND SPECIAL INSPECTOR. APPROVED Z REFERENCE TO CODES, RULES, REGULATIONS, STANDARDS, MANUFACTURER'S INSTRUCTIONS OR q, DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED T0: O REQUIREMENTS OF REGULATORY AGENCIES IS TO LATEST PRINTED EDITION OF EACH IN EFFECT AT A. OBSERVE WORK FOR CONFORMANCE WITH APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. BRING DISCREPANCIES TO APPROVED AS NOTED ¢ w DATE OF CONSTRUCTION DOCUMENTS, UNLESS CODE REFERENCE DATE IS SPECIFICALLY SHOWN. IMMEDIATE ATTENTION OF GENERAL CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER OF RECORD AND p SHOWN. ( 2. GENERAL NOTES SUPPLEMENT REQUIREMENTS OF PROJECT SPECIFICATIONS. IN CASE OF CONFLICT BUILDING OFFICIAL APPROVAL PENDING RESUBMISSION ¢ p BETWEEN PLANS AND SPECIFICATIONS, CONTACT ENGINEER OF RECORD. B. FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO ARCHITECT, ENGINEER, BUILDING OFFICIAL, AND GENERAL CONTRACTOR W Z 3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE IN A TIMELY MANNER. Comments: m g NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, USE SIMILARC. SUBMIT A FINAL REPORT STATING WHETHER WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND WHETHER WORK IS IN Z DETAILS OF CONSTRUCTION, SUBJECT TO REVIEW BY ENGINEER OF RECORD. CONFORMANCE WITH APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. Structural drawings 8fE Approved N a 4. INFORMATION SHOWN ON DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENT PRESENT 5. DUTIES OF THE GENERAL CONTRACTOR INCLUDE, BUT ARE NOT LIMITED T0: KNOWLEDGE WITHOUT GUARANTEE OF ACCURACY. REPORT CONDITIONS THAT CONFLICT WITH A. NOTIFY SPECIAL INSPECTOR THAT WORK IS READY FOR INSPECTION NO LESS THAN 24 HOURS PRIOR TO INSPECTION BEING Charlene Sirokman CONTRACT DOCUMENTS TO ENGINEER OF RECORD. DO NOT DEVIATE FROM CONSTRUCTION REQUIRED. PED P OFF DOCUMENTS WITHOUT WRITTEN DIRECTION FROM ENGINEER OF RECORD. B. MAINTAIN ACCESS AND EXPOSURE TO WORK REQUIRING SPECIAL INSPECTION UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE Sr. Manager, TC 4/16/21 5. DO NOT SCALE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK OF ALL TRADES IN CONFORMANCE BY SPECIAL INSPECTOR AND APPROVED BY BUILDING OFFICIAL. Reviewed by: Date: � 013 9 7 AND CHECKING DIMENSIONS. NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES AND RESOLVE C. PROVIDE SPECIAL INSPECTOR ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT JOB SITE. BEFORE PROCEEDING, D. MAINTAIN JOB SITE COPIES OF ALL REPORTS SUBMITTED BY SPECIAL INSPECTOR. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING A SAFE PLACE TO WORK AND MEETING 6. IF INITIAL TESTS OR INSPECTIONS REVEAL ANY PORTION OF WORK DOES NOT COMPLY WITH THE CONSTRUCTION DOCUMENTS, REQUIREMENTS OF ALL APPLICABLE JURISDICTIONS. EXECUTE WORK TO ENSURE THE SAFETY OF ADDITIONAL TESTS, INSPECTIONS, AND NECESSARY REPAIRS SHALL BE MADE AT THE CONTRACTORS EXPENSE. q cFMe p9 PERSONS AND ADJACENT PROPERTY AGAINST DAMAGE BY FALLING DEBRIS AND OTHER HAZARDS IN 7. SPECIAL INSPECTION FREQUENCY DEFINITIONS: DO NOT ATTACH ANYTHING TO THE UNDERSIDE OF 9F� N FISG�� CONNECTION WITH WORK. PROVIDE MEASURES NECESSARY TO PROTECT STRUCTURE DURING A. CONTINUOUS SPECIAL INSPECTION (C): SPECIAL INSPECTOR SHALL OBSERVE WORK REQUIRING SPECIAL INSPECTION AT ALL TIMES. THE ROOF DECK. ALL LOADS AND BRACING MUST BE CONSTRUCTION. SUCH MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO, BRACING AND SHORING B. PERIODIC SPECIAL INSPECTION (P): SPECIAL INSPECTOR SHALL BE PRESENT IN AREA OF WORK INTERMITTENTLY AND AT ADEQUATELY SUPPORTED FROM THE GROUND OR EXPIRES:12/31/2021 FOR LOADS DURING CONSTRUCTION. ADEQUATELY BRACE STRUCTURE AND ALL STRUCTURAL COMPLETION AS REQUIRED TO CONFIRM WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE. FROM THE PRIMARY ROOF STRUCTURE. COMPONENTS AGAINST WIND, EARTH, AND SEISMIC FORCES UNTIL THE PERMANENT LATERAL-FORCE RESISTING SYSTEMS HAVE BEEN INSTALLED. RETAIN A LICENSED CIVIL ENGINEER TO DESIGN BRACING, SHORING, ETC. SITE VISITS BY ENGINEER OF RECORD DO NOT INCLUDE OBSERVATION OF TABLE 2 REQUIRED STRUCTURAL SPECIAL INSPECTIONS SHORING, PROTECTION, ETC. LISTED ABOVE. WAYP ti`J I N T 7. APPLY, PLACE, ERECT, OR INSTALL ALL PRODUCTS AND MATERIALS IN ACCORDANCE WITH INSPECTION MANUFACTURER'S INSTRUCTIONS. SYSTEM or MATERIALCODE or FREQUENCY REMARKS E N G I N E E R I N G IBC CODE STANDARD POST-INSTALLED ANCHORS REF REFERENCE C P nfo 360.63 .6611com 360.635.6611 POST INSTALLED ANCHORS 601 Main Street, #400 1. INSTALL POST-INSTALLED ANCHORS ACCORDING TO MANUFACTURER'S SPECIFICATIONS. Vancouver, WA 98660 2. PROVIDE SPECIAL INSPECTION ACCORDING TO REQUIRED SPECIAL INSPECTIONS AND TESTS SECTION SPECIAL INSPECTIONS APPLY TO ANCHOR http://waypointwa.com AND TABLES. PRODUCT NAME, TYPE, AND DIMENSIONS, HOLE 1909.1 ICC EVALUATION DIMENSIONS, COMPLIANCE WITH DRILL BIT 3. PROVIDE STAINLESS STEEL ANCHOR FOR EXTERIOR USE OR WHEN EXPOSED TO WEATHER. PROVIDE INSPECTION OF ANCHORS INSTALLED IN 1705.1.1 REPORT GALVANIZED CARBON STEEL ANCHOR AT ALL OTHER LOCATIONS, UNO. HARDENED CONCRETE TABLE ACI 318: X REQUIREMENTS, CLEANLINESS OF THE HOLE 4. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, 1705.3 3.8.6, 8.1.3, 21.1.8 AND ANCHOR, ADHESIVE EXPIRATION DATE, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH POST-INSTALLED ANCHORS. ANCHOR/ADHESIVE INSTALLATION, ANCHOR 5. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT HOLE LOCATION TO EMBEDMENT, AND TIGHTENING TORQUE AVOID REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS OR 111, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN ANCHOR OR DOWEL AND THE ABANDONED HOLE. FILL ABANDONED HOLE WITH NON-SHRINK GROUT. IF ANCHOR OR DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, ENGINEER OF RECORD SHALL DETERMINE A NEW LOCATION. 6. REMOVE GREASE, OIL, RUST, AND OTHER LAITANCE FROM ANCHOR OR DOWELS PRIOR TO INSTALLATION. T INSTALL ANCHOR OR DOWELS NO SOONER THAN 21 DAYS AFTER CONCRETE PLACEMENT. 8. INSERT ANCHOR OR DOWEL IN HOLE WITH A TWISTING MOTION TO REQUIRED EMBEDMENT DEPTH. DO NOT PUMP ANCHOR OR DOWEL IN AND OUT OF HOLE, 7 9. WEDGE ANCHOR OR DOWEL TIGHT AND CENTERED IN HOLE UNTIL ADHESIVE SETS. L W PRODUCT APPROVALS r- 1. FOR ITEMS IN CONSTRUCTION DOCUMENTS NOT NOTED WITH A SPECIFIC PRODUCT TYPE OR WQ MANUFACTURER, THE CONTRACTOR SHALL PROVIDE THE PRODUCT SPECIFIED IN TABLE BELOW. > W F-- 2. THE FOLLOWING PRODUCTS SHALL BE INSTALLED PER REQUIREMENTS OF REFERENCED Z) PRODUCT APPROVALS BELOW, UNO. O U) 3. AT CONTRACTOR'S OPTION, PRODUCTS MAY BE SUBSTITUTED FOR LIKE PRODUCT PER SCHEDULE 0 BELOW IF APPROVED BY THE ENGINEER OF RECORD, I..1.. W � N Z W W � ACCEPTED EVALUATION Co O ITEM APPROVED PRODUCTS REPORT j 0 Of EXPANSION ANCHOR HILTI KWIK BOLT TZ ESR-1917 TO CONCRETE SIMPSON STRONG-BOLT 2 ESR-3037/ER-2407 < Z 0 SLEEVE ANCHOR HILTI LOW-VELOCITY X-U ESR-2269 L� Q � Q TO CONCRETE SHOTPIN UNIVERSAL POWDER-DRIVEN ESR-2269 L Z HILTI X-CF 72 POWDER-DRIVEN ESR-2379 z L Ir SIMPSON POWDER-DRIVEN ESR-2138 U = O Uj ITW RAMSET POWDER-DRIVEN ESR-1799 Z Q n SHEET METAL SCREW SIMPSON X-SERIES SDS ESR-3006 HILTI KWIK SDS ESR-2196 to ELCO DRIL-FLEX SDS ESR-3332 o N SCREW ANCHOR SIMPSON TITEN HD ESR-2713 O TO CONCRETE SCREW ANCHOR ESR-3027 f n HILTI KH-EZ ESR-3027 VC G COLD FORMED STEEL FRAMING Cn 1. REFERENCE STANDARDS (CURRENTLY ADOPTED EDITIONS) A. AISI " SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS". 2. MATERIAL: A. ASTM A 653, GRADE H (FY = 50 KSI) FOR 54 MIL AND THICKER STOCK. B. ASTM A 653, GRADE A(FY = 33 KSI) FOR 43 MIL AND THINNER STOCK. 3. FASTENING OF COMPONENTS SHALL BE WITH #10 SELF-DRILLING SHEET METAL SCREWS (SMS), UNO. A. SCREW SPACING AND EDGE DISTANCE SHALL BE NOT LESS THAN 3X THE NOMINAL SCREW DIAMETER. B. PENETRATIONS OF SCREWS THROUGH JOINED MATERIAL SHOULD NOT BE LESS THAN THREE (3) EXPOSED THREADS, C. WHERE FEASIBLE, INSTALL SCREWS FROM THINNER MATERIAL TO THICKER MATERIAL. D. SCREWS SHALL BE INSTALLED AND TIGHTENED IN ACCORDANCE WITH SCREW MANUFACTURER'S SPECIFICATIONS. PERMIT SET 4. WHERE INDICATED, FASTENING COMPONENTS WITH WELDING SHALL MEET THE FOLLOWING REQUIREMENTS: A. ALL WELDS SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. B. ALL WELDING SHALL CONFORM WITH AWS SPECIFICATIONS. TOUCH UP WELDS WITH ZINC-RICH REVISIONS. PAINT. # DATE DESCRIPTION C. WELDERS SHALL BE AWS CERTIFIED FOR COLD-FORMED METAL WELDING. D. WELDING ELECTRODES SHALL BE E60XX. E. WELDING IS ONLY ACCEPTABLE ON MATERIAL 43 MIL AND THICKER. 5. STEEL STUDS OR JOISTS SHALL HAVE STIFFENED LIPS, UNO, AND SHALL BE MANUFACTURED BY MEMBERS OF THE STEEL STUD MANUFACTURER'S ASSOCIATION. SIZES AND GAUGE ARE SHOWN ON DRAWINGS. 6. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE APPROVED AND PROPER INSTALLATION. Macerich TC 7. END BLOCKING SHALL BE PROVIDED WHERE JOIST ENDS ARE NOT OTHERWISE RESTRAINED FROM 4/16/21 ROTATION. 8. JOIST SHALL BE LOCATED DIRECTLY OVER BEARING STUDS, UNO, WITHIN A TOLERANCE OF ty INCH. 9. SPLICES IN AXIALLY LOADED STUDS SHALL NOT BE PERMITTED, SHEET TITLE: 10. EACH FLANGE OF WALL STUDS SHALL BE SECURELY ATTACHED TO FLANGES OF BOTH UPPER AND LOWER TRACKS. 11. WHEN METAL STUDS ARE USED IN BEARING WALL CONSTRUCTION, STUDS MUST FIT TIGHTLY INTO THE GENERAL TOP AND BOTTOM TRACKS. END GAPS ARE NOT ALLOWED. 12. PROVIDE BLOCKING BETWEEN STUDS (OR OTHER MEANS OF BRACING)AT COLD FORMED STEEL STRUCTURAL BEARING WALLS TO PREVENT STUD BUCKLING PRIOR TO INSTALLATION OF GYPSUM WALLBOARD. NOTES 13. ALL TRACKS AND WALL LEDGERS SHALL BE ANCHORED WITH A MINIMUM OF THREE (3)ANCHORS PER PIECE. 14. ALL FRAMING CONNECTORS SHALL BE SIMPSON OR APPROVED, FILL ALL HOLES WITH SCREWS AS SPECIFIED BY THE MANUFACTURER, UNO. 15. INTERIOR NON-LOAD BEARING WALL TRACK TO CONCRETE SLAB: HILTI X-U, 0.157 INCH DIAMETER, %4' PROJECT# 21118 EMBEDMENT AT 2'-0" OC OR SIMPSON %" DIAMETER TITEN HD SCREW ANCHOR, EMBEDMENT 2y"AT 64'OC. PERMIT _ DATE: DATE: 04.08.2021 z S0 . 01 x a - M - X STRUCTURAL PLAN NOTES: • N �+ 1. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS N V F E D `'C A AND ALL ITEMS REQUIRED TO BE COORDINATED WITH THIS WORK, BUT NOT SHOWN ON THESE DRAWINGS. ILL! o 2. PARTIAL HEIGHT METAL STUDS TO BE EITHER 40OS125-43 (Fy=33 M N w CN KSI)AT 16" OC OR 600S125-43 (Fy=33 KSI)AT 24" OC, SEE ARCH FOR WALL ASSEMBLY. z O 3. FULL HEIGHT METAL STUDS TO BE EITHER 40OS125-43 (Fy=33 ¢ w — � KSI)AT 12" OC OR 6005125-43 (Fy=33 KSI)AT 24" OC, SEE ARCH o p FOR WALL ASSEMBLY. ¢ o –� — — — — — — — `L wz 4. REFER TO SO SHEETS FOR ABBREVIATIONS, SYMBOLS, Co g HATCHES AND SHEET INDEX, GENERAL STRUCTURAL NOTES, • z AND SPECIAL INSPECTIONS AND TEST TABLES. N a 5. REFER TO S3 SHEETS FOR TYPICAL CONCRETE AND FOUNDATION DETAILS. gEPED P OFFS Li e 013 I I I m y9 yp R 0� \�Q Fp N F15G; � EXPIRES:7?/37/2021 I I I WAY INT z 3.0o ENGINEERING TYP info@waypointwa.com 360.635.6611 601 Main Street, #400 Vancouver, WA 98660 http://waypointwa.com I i I I I I— Z I W w 2 o = 3.00 TMP o Uj > 1= °z O U) I U) Z (E)SOG ^^ D L.L w w N N O Q zw I I I z <Q Z p QQ Y Z FJ w I U Lll U :r 0 Z < L.L. _1 0 O CNJCD (E)STEEL f^ COLUMN,TYP V) I I I I I I I I I I I I PERMIT SET I RAMP REVISIONS: 1:12 MAX UP # DATE DESCRIPTION i 2 I I 3.00 I TYP APPROVED 2 � r Macerich TC 4/16/21 3.00 TVP I SHEET TITLE: I I I I - -� STRUCTURAL FIRST FLOOR PLAN PROJECT# 21118 PERMIT DATE: DATE: 04.08.2021 STRUCTURAL FIRST FLOOR PLAN w SCALE: 114"=V-0" Z NORTH S2 . 00 a M STRUCTURAL PLAN NOTES: v • N C 1. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS N C D A AND ALL ITEMS REQUIRED TO BE COORDINATED WITH THIS U) WORK, BUT NOT SHOWN ON THESE DRAWINGS, Lu 00Lu 0 2. ALL METAL STUDS TO BE EITHER 40OS125-33 (Fy=33 KSI) OR M N U) 6005125-27 (Fy=33 KSI), SEE ARCH FOR WALL ASSEMBLY. � z I 3. REFER TO SO SHEETS FOR ABBREVIATIONS, SYMBOLS, U) O S RAL NOTES, O — _ — _ - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - - - - - - - - - - - - - _ — AND PECIALINSPECTIONSANDTESTTABLES. o �l - - - - - - - - - - - - - - - - - - - - - - � HATCHES AND SHEETIIONSAND EST TABLES. - - - - -I � — _—_ _ _ _ _ _—_— _ _ - - - - - - - - - - - r, — r - - - - - - - - - - - - - - - - - - - - - '1 p � — — — — — — — — — — — — — — — 2 4. REFER TO S3 SHEETS FOR TYPICAL CONCRETE AND z �r - - - - -- - - - - -- - - - - - - - - T - - - - -- IIII I + I I 0a I I FOUNDATION DETAILS. . Co IIIII I I IIII I + I I I j O Na I III II IIII I � II I I I 11 I III II III I� I KEYED NOTES: 5� PEO P �FEss I III I I IIIIIII I + I I II I I — J I ``�\ � ey ' III II - - - - - - - - - - - - - - - - � e 013 9 III I I I I I I 1O INDICATES 80OS200-43 (Fy=33 KSI)AT 16"OC. III t II 8 IIII 1 I � I I I I o N o I I I 1 IIII + I I I I v9FMa n 0 �P III TYP I Fo N F15G� II EXPIRES:12/31/2021 IIII I II � I II I � � I jl II I I I I I I I I I I I I I I I I 6 I - - - - - - - - - - - I L - -_ _ —_ - - -I I WAY )-INT II � � S3 00) I II s P II II Ir-- - — - - - - - ENGINEERING l info@waypointwa.com IIII I - S3.00 TMI I 360.635.6611 SEE 7/S3.00 FOR I _ I I 601 Main Street, #400 I CONNECTING CEILING I I I Vancouver, WA 98660 MOUNTED ITEMS TO 1 I http://waypointwa.com I (E) OWSJ, TYP I SEE 7/S3.00 FOR CONNECTING CEILING 24 O"OCC AT IIII I I MOUNTED ITEMS TO I I 24 I � — I I (E) OWSJ, TYP l r - - - - � d I I II II ILJ I I I I II i (E) OWSJ GIRDER TRUSS (E) OWSJ GIRDER TRUSS (E) OWSJ (E)OWSJ GIRDER TRUSS I I 1 I � (E) OWSJ GIRDER TRUSS IIII I GIRDER TRUSS L� — — — — — — — I LJ I I I I I I I II— - - - - - - - - - - - - - - - - - - - - - � - - - - � — z — - - - - - IIII I r - - - - - - - - - - - - - - - - - - - - - - - CW w I II G Lu II II I Lij Q o iii III � LU IIII O :D o I l z I I o I I I I BOXED HDR (DBL JST) < AT EDGE OF BAY, TYP I ULI w I I z wrn W I I (E)OWSJ AT IIII O z IIII 2a OC Q I ~ Q z I Z I 1 i t z Q�Q O� Q w I \--SEE 7/53.00 FOR Y Z v I I CONNECTING CEILING F- MOUNTED ITEMS TO III L) 2 0 (E)OWSJ, TYP Z QQ- w IIII I I 3: I I L I J o ICN _ - - - - - - O 1II 14T-1 — — — — — o (E)OWSJ GIRDER TRUSS (E)OWSJ GIRDER TRUSS (E) OWSJ GIRDER TRUSS — � ) C I I I I c 9 I U) I S3.00 TMP II i II IIII I (E) OWSJ AT SEE 7/53.00 FOR i 24"OC CONNECTMOUNTED IITCEILING I (E) OWSJ, TYP I I I i I SEE 7/S3.00 FOR I CONNECTING CEILING --- --------_--------- MOUNTED ITEMS TO I I (E) OWSJ, TYP I I PERMIT SET I I I I I I I I I IIII i I REVISIONS: # DATE DESCRIPTION I I I II II I I I I II II III — —� 8 IIIII r I I IIII I 53.00 TYP APPROVED III 8 I IIII I I Macerich TC i III S3.00 P j l 11 1 I I 4/16/21 I III I II IIII II I i I I I SHEET TITLE: IIIII 1 11 11 1 Illi I I II I I I III , II IIIL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � I I (E) OWSJ GIRDER TRUSS I I (E)OWSJ GIRDER TRUSS I (E)OWSJ GIRDER TRUSS — O STRUCTURAL II11 I J I1 _ _ _ 11_ _ _ _ _ _ _ _ ROOF PLAN — — — — — — — —— — — — — — — � L — — -- - - - - - - - - (E) OWSJ AT 24" OC PROJECT# 21118 PERMIT DATE: DATE: 04.08.2021 STRUCTURAL ROOF PLAN WSCALE. 1/4"=1'0" z NORTH S2 . 01 a io x N X aQ • w! • N! 00 w GAP-TRACK w LEG SCREW N x U) � ^ SCREW ATTACHMENT U) O I a � STEEL STUDS, SEE PLAN 00 O p FOR SIZE AND SPACING z SMS AT 12" OC STUD TO METAL STUD WALL REQS, m g z � STUD, TYP SEE PLAN, SA o SCREW AS REQD N a I I FINISHES, SA SECTION A-A Eo PAB. SEE PLAN, SW OFFS SW SHTHG, SEE PLAN I SC EDA CONT BOTT TRACK W/#8 AND GSNS e 013 Fy s TEK SCREW EA FLANGE OF EA STUD AND 0.143"DIAx-w" (E) SOG POWDER ACTUATED 43 MIL DEF'L TRACK o N o PAPS AT 16" OC 6 ti I FASTENER AS READ m ® W/X" SLOTS .-'��$� 99FpQ Fs p9G��Q CORNER STUDS SHALL T/SLAB, gK m c' N FIS BE ATTACHED CONT , SA Y TRACK, SEE PLAN m m m .�� TOP TRACK, SEE PLAN, EXPIRES:ty31/2021 SW SCHED, AND GSNS NOTE: DASHED STUD INDICATE WALL FIN SA a EITHER/OR ALT ORIENTATE A WAY P tip!I N T THE STUD AT CONTRACTOR'S STEEL STUDS, SEE PLAN yy OPTION FLR ANCHOR CLIP "FA° FOR SIZE AND SPACING E N G I N E E R I N G info@waypointwa.com 360.635.6611 601 Main Street, #400 Vancouver, WA 98660 http://waypointwa.com 2STUD DEFLECTION TRACK-IN-TRACK ASSEMBLY TYPICAL Y PICA-0WALL CORNER FRAMING DETAIL METAL" SCALE oSTUDWALL AT SLAB 3 TSO FLOOR ANCHORING DETAIL DEFL" 14 SCALE o (E) MTL DECK (E) MTL DECK (2)#12 SMS TO OWSJ I— TOP FLANGE EA BRACE z WEB STIFFENER W „WST" (E) METAL DECK (E) OWSJ ¢ c� I I GCD ® SLOTTED DEFLECTION W Q ® STEEL STUDS, SEE TRACK W/ (2) SMS TO EVERY W OTHERS (E) OWSJ, TYP 1 1 (E) OWSJ PLAN FOR SIZE AND 1 1 O SPACING - - - - - - - - - - �/ TRACK, SEE PLAN � 350S162-33 (Fy= 33 KSI) AT 16" OC 0L � � M JSTS PERP TO WALL STAGGERED EA DIRECTION (CLIP W N FLANGES AS REQD TO INSTALL C Z W N AGAINST MLT JST) C � Q m (E) MTL DECK (E) OWSJ, TYP _ C) D w ® 3/" U-BOLT, TYP - - - - m 00 O SCREW AS REQD ® P2785 BEAM < Z CLAMP, TYP _ - - z V) O55 Q EL <m I q 1 1 I #12 SMS, Y z_ � (2)#12 SMS TO (E) OWSJ - - - - - - - - - - - - - - - - - - Z - - - - - - - - - - TMP U = O JL P1010 NUT WITH W Z < a P1000 CHANNEL AT 48" I P1000 CHANNEL P1064 WASHER I— OC I AND LOCK NUT TRACK, SEE PLAN U) ILL U) (2)#12 SMS TRACK TO BLKG, TYP 12"THREADED J o JST SEE PLAN I ROD O o SLOTTED DEFLECTION fn STEEL STUDS, SEE STEEL STUDS, SEE PLAN TRACK 1 MIL GA HEAVIER V PLAN FOR SIZE AND FOR SIZE AND SPACING THAN STUDS NOTE: SPACING JSTS PARALLEL TO (E) JST 1. SEE 5/S3.00 FOR CALLOUTS IN COMMON. 2. SEE ARCH DRAWINGS FOR ADDL FINISHES NOT SHOWN U) JOIST WEB STIFFENER END SUPPORT G PARTITION WALL TO FRAMING CONNECTION UNISTRAT AT BEAM CONNECTION PARTITION WALL TO (E) OWSJ 6 SCALE W=1'-0" 6 SCALE: V=V-D" SCALE 1 1/2"=1'-0" V SCALE: V=T 0' (E) MTL DECK P1010 NUT WITH P1000 CHANNEL, SEE P1064 WASHER 7/S3.00 FOR CONN TO 2" MB, TYP AND LOCK NUT (E) OWSJ, TYP DO NOT ATTACH ANYTHING TO THE UNDERSIDE OF PERMIT SET THE ROOF DECK. ALL LOADS AND BRACING MUST BE ADEQUATELY SUPPORTED FROM THE GROUND OR REVISIONS: FROM THE PRIMARY ROOF STRUCTURE. V// # DATE DESCRIPTION 1 1 (E) OWSJ 1 1 3505162-33 (Fy= 33 KSI)AT 16" OC STAGGERED EA DIRECTION APPROVED SHTHG, SEE (CLIP FLANGES AS READ TO Macerich TC ARCH INSTALL AGAINST MLT JST) 4/16/21 SHEET TITLE: #12 SMS, TYP 1DETAILS I PROJECT# 21118 PERMIT NOTE: DATE: 1, SEE 5/S3.00 FOR CALLOUTS IN COMMON. 2. SEE ARCH DRAWINGS FOR ADDL FINISHES NOT SHOWN DATE: 04.08.2021 w 9 PARTITION WALL TO (E) OWSJ (PARALLEL) ^ . 0O SCALE'. 1"=1'-0" J of a - — - - -- -