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BUP2021 -00135 iiiiiiiiiBUILDING TI SETiiiiiiiii a � LOCHTE 0 o FIECjEV ARCHITECTURAL GROUP \` MACERICH® Tenant Coordination -NOTE INDEX ;! Iv ( ZQ 123019TH A REFERENCES FULL SACRAMENTO, CA 95811 B IL l0 DVA Ib, I TELEPHONE: 916.502.8099 PELOTON 1APPROVED COMPILED TI SET- >(APPROVEDASNOTED HIGHLIGHTED TENANT ONE PELOTON /�� ¢ 125 W.25TH STREET, 11TH FLOOR � APPROVAL PENDING RESUBMISSION INCLUDED IN THIS SET W NEW YORK, NY 10001 N C: RYAN BADGER Comments: W E: ryan.badger@onepeloton.com w C: DENICE BOCEK E: denice.bocek@cbre.com SHEET TITLE SYY331 n N LANDLORD MACERICH ARCHITECTURAL 11411 NORTH TATUM BLVD,I2HOENK AZ85028 Charlene Sirokman G001 COVER SHEET • • C:CHARLIE SIROKMAN G002 EXITING AND ACCESSIBILITY DIAGRAMS • E:CHARLENE.SIROKMAN@MACERICH.COM Sr. Manager, TC 5/27/2021 7:602.953.6377 6003 GENERAL ACCESSIBILITY COMPLIANCE GUIDELINES • 0004 GENERAL ACCESSIBILITY COMPLIANCE GUIDELINES • Reviewed by: Date: 3005 RESPONSIBILITY SCHEDULE • • ARCHITECT LOCHTE ARCHITECTURAL GROUP 1230 19TH ST. SACRAMENTO,CA 95811 WASHINGTON SQUAREE 7C::91S6R.5U0T2H.8I 0S9E9 S Un K AR "a"•7 L'�e E: s.sekar@lochteag.wrn -OFFICE COPY SPOT SPECIFICATIONS • C: BLAKE THOMAS ❑ Concrete and ReirWoreing Steel SP02 SPECIFICATIONS • E: b.thomas@lochteag.com 9374 S .W. WASHINGTON SQUARE ROACM °FTIcAxnL SP03 SPECIFICATIONS MCPS sraucruwu THORSON BAKER+ASSOCIATES ❑ solts i"stl"v 'n COncrete BIE'VIE `rum CUDE COMPLIANCE 3030 W.STREETSBORO N RICHFIELD,OH 44286 ❑ Special Moment-Desisting Concrete Frame Arp�py� A710 CONSTRUCTION FLOOR PLAN • • T: 330.659.6688 SPACE R0513 Reinlorcing Steel&Prestressing Steel Tendons OTQ Attl DOOR SCHEDULE AND DOOR TYPES • C: BRYAN MELVIN [ Structural4Velding PCtm1101 ) A120 REFLECTED CEILING PLAN AND SCHEDULES • • E: b.melvin@thorwribaker.com TIGARD , OR 97223 ❑ Hbh••Stre4Nh7Bolting Baa ( A130 POWER, DATA AND SECURITY FLOOR PLAN • • 13 Structural Masonry Suite �•� A140 FIXTURE FLOOR PLAN • • OFF COPY Brl ❑ Reinforced t9ypsum Concrete Data ■;P- ISI_2 � A150 FINISH FLOOR PLAN • • A151 FINISH SCHEDULE • • Insulating Concrete Fill t , A200 STOREFRONT PLAN & ELEVATION • • ❑ SprayApn;ied Fira-H esistive Materials A201 STOREFRONT SECVALIDITY OF PERMIT TIONS • HSSUANCE OF A PERMIT —10 A300 INTERIOR ELEVATIONS - SALES FLOOR • THE EISED SUANCE CONSTRUCTION A.C. AIR CONDITIONING FL. FLOW LINE PR. PAIR SALES Pilings. Drilled Piers and Caissons A301 ENLARGED PLANS AND INTERIOR ELEVATIONS • PARTITION TAG DOCUMENTS AND OTHER ACT ACOUSTIC CEILING TILE FLASH. FLASHING PRCST. PRECAST � ROOM / CEILING X H ❑ Shotcrete A302 ENLARGED PLANS AND INTERIOR ELEVATIONS • DATA SHALL NOT PREVENT ACCES. ACCESSIBLE FLUOR. FLUORESCENT PT. POINT 12'-0' TAG X=TYPE, , A303 ENLARGED PLANS AND INTERIOR ELEVATIONS • THE CODE OFFICIAL FROM ACCOUST. ACOUSTICAL F.O. FACE OF P.T.D. PAPER TOWEL DISP. H=RATING ❑ Special Urading, Excavation and Filling A.A. AREA DRAIN F.O.C. FACE OF CONCRETE PTD. PAINTED Smn �. A304 ENLARGED PLANS AND INTERIOR ELEVATIONS • REQUIRING THE CORRECTION a, ADJ. ADJACENT F.O.F. FACE OF FINISH PTN. PARTITION + CEILING TAG 8 MILLWORK TAG A305 RESTROOM ENLARGED PLANS AND INTERIOR ELEVATIONS • OF ERRORS.OSSC 105.4 V ADJ. ADJUSTABLE F.O.S. FACE OF STUD P.T.R. PAPER TOWEL RECEP. Alm llln A306 B.O.H. ENLARGED PLAN AND INTERIOR ELEVATIONS • A.E.S. ABOVE (E) SLAB F.P. FIRE PROOF PU. POLYURETHANE f FINISH TAG A400 TYPICAL PARTITION DETAILS • LU A.E.S. ARCHITECTURAL FRPR'G. FIRE PROOFING PY. POLYCARBONATE WI1.1 A401 PARTITION TYPES • V EXPOSED STRUCT. STL. F.R. FIRE RETARDANT Q.H. QUARRY TILE DD EXTERIOR , " A.F.F. ABOVE FINISH FLOOR F.T. FIRE TREATED R. RISER A-00 ELEVATION TAG A402 TYPICAL CEILING DETAILS • LL LL A403 FLOOR TRANSITION DETAILS • A404 CEILING DETAILS • AGGR. AGGREGATE FT. FOOT / FEET RAD. RADIUS 17 KEY NOTE ', ALUM. ALUMINUM FTG. FOOTING RCP REFLECTED CEILING A "''I I' A405 CEILING DETAILS • ARCH. APPROXIMATELY F.S. FULL SIZE PLAN r A406 DOOR DETAILS • ARCH. ARCHITECTURAL FURR. FURRING R.D. ROOF DRAIN ASB. ASBESTOS FLIT. FUTURE RDWD. REDWOOD D OO B INTERIOR '�� A407 DOOR DETAILS • APPROVED ASPH. ASPHALT GA. GAUGE REF. REFERENCE p-pD ELEVATION TAG FIRST FLOOR ELEVATION h .I" Ma27/20 TC 0 AT GALV. GALVANIZED REFR. REFRIGERATOR f 0 -D MARKER 1� o' •tis t e A500 MILLWORK DETAILS • 5/27/2021 BD. BOARD G.B. GRAB BAR REINF. REINFORCED C A501 MILLWORK DETAILS • BITUM. BITUMINOUS G.C. GENERAL CONTRACTOR REG. REGISTER �" — A502 MILLWORK DETAILS • BLDG. BUILDING G.H. GARMENT HOOK REQ. REQUIRED �,_�. FF A503 MILLWORK DETAILS • BILK BLOCK GL. GLASS RESIL. RESILIENT 00 DETAIL TAG � BENCHMARK a A504 MILLWORK DETAILS • BLK'G. BLOCKING GND. GROUND RET. RETARDANT A-00 0'-0' AFF R y A505 MILLWORK DETAILS • BM. BEAM GR. GRADE RGTR. REGISTER (CASH) B.0. BOTTOM OF GSM. GALV. SHEET MTL. RM. ROOM A506 MILLWORK DETAILS • BOT. BOTTOM G.W.C. GYPSUM WALL BOARD R.O. ROUGH OPENING ° A507 MILLWORK DETAILS • CAB. CABINET H.B. HOSE BIB R.W.L RAINWATER LEADER SECTION TAG O A508 MILLWORK DETAILS • C.B. CATCH BASIN H.C. HOLLOW CORE S. SOUTH A-00 A509 MILLWORK DETAILS • CEM. CEMENTITIOUS HD. HAND S.B.O. SUPPLIED BY OWNER CER. CERAMIC HDWD. HARDWOOD S.C. SOLID CORE O COLUMN GRID STRUCERAL NOES P E L O T O N URAL C.I. CAST IRON H.M. HOLLOW METAL S.C.D. SEAT COVER DISPENSER AREA REFERENCE LINES S001 GENERAL NOTES AND SPECIFICATIONS • C.L. CENTER LINE HOR. HORIZONTAL SCH. SCHEDULE TAG 5002 GENERAL NOTES AND SPECIFICATIONS • CLG. CEILING HR. HOUR SCHED. SCHEDULE(D) S101 PARTIAL EXISTING FOUNDATION PLAN • WASHINGTON SQUARE MALL CLKG. CAULKING HT. HEIGHT S.A. SOAP DISPENSER _ S102 FOUNDATION DETAILS AND SECTIONS • CLO. CLOSET 1.D. INSIDE DIAMETER SECT. SECTION V BREAKLINE SPACE R05 CLR. CLEAR INSUL. INSULATION S.E.D. SEE ELECTRICAL DWG. 29 WINDOW TAG S201 PART AL EXISTING 2ND FLOOR FRAMING PLAN • C.M.U. CONIC. MASONRY UNIT INT. INTERIOR S.H. SHELF a NOTE: DESIGN CONCEPT RENDERING - NOT SITE SPECIFIC. 5202 FRAMING TYPICAL DETAILS • 9374 S.W. WASHINGTON SQUARE CNTR. COUNTER JAN. JANITOR SHR. SHOWER TRUE NORTH MECHANICAL ROAD, CO. CORIAN JT. JOINT SHT. SHEET 9 DOOR TAG ARROW SITE TIGARD, OR 97223 COL. COLUMN L. ANGLE SIM. SIMILAR NORTH MI10 MECHANICAL PLAN • COM. COMPACT LAM. LAMINATE S.M.D. SEE MECH. DWG. W20 MECHANICAL NOTES AND DETAILS • CONIC. CONCRETE LAV. LAVATORY S.N.D. SANITARY NAPKIN KM30 MECHANICAL SPECIFICATIONS • ISSUE HISTORY CONN. CONNECTION ILL.CONSTR. CONSTRUCTION LKR. LOCKER S.N.R. SSANTARYRNAPKIN SYMBOL LEGEND 11 STOREFRONT RENDERING 5 ELECTRICAL 2 PRELIMINARY LL REVIEW 05.07.2021 CONT. CONTINUOUS LT. LIGHT RECEPTACLE NONE NONE 02 ISSUE FOR PERMIT/ LL RENEW 05.24.2021 CORR. CORRIDOR MANUF. MANUFACTURER S.P.D. SEE PLUMBING DWG. Et10 ELECTRICAL LIGHTING PLAN • C.S.C.I. CONTRACTOR MAX. MAXIMUM SPEC. SPECIFICATION BUILDING INFO E110A LIGHTING FIXTURE SCHEDULE • SUPPLIED & INSTALLED M.C. MEDICINE CABINET SPEC'D SPECIFIED Ettl ELECTRICAL POWER PLAN • C.T. CERAMIC TILE MDF MEDIUM DENSITY SQ. SQUARE CTR. CENTER FIBERBOARD S.S.D. SEE STRUCTURAL DWG, ZONING CLASS MERCANTILE E120 ELECTRICAL DETAILS • 3o CTSK. COUNTERSUNK MECH. MECHANICAL S.S.K. SERVICE SINK TENANT OCCUPANCY M - MERCANTILE (NO CHANGE) E121 PANEL SCHEDULES • o DBL. DOUBLE MEMB. MEMBRANE SST. STAINLESS STEEL BUILDING TYPE TYPE IIB, FULLY SPRINKLERED (NO CHANGE) E122 ONE LINE DIAGRAMS • cD DEPT. DEPARTMENT MFR. MANUFACTURER ST. STONE BUILDING LEVELS 2 LEVELS E130 ELECTRICAL SPECIFICATIONS • D.F. DRINKING FOUNTAIN MLLWK. MILLWORK STA. STATION TENANT SPACE LEVEL 1 E131 ELECTRICAL SPECIFICATIONS • —I DEPT. DEPARTMENT M.H. MANHOLE STD. STANDARD FLOOR AREA 2,761 SF 'c-:') DIA. DIAMETER MIN. MINIMUM STL. STEEL OCCUPANT LOAD 42 OCCUPANTS E132 ELECTRICAL SPECIFICATIONS • o DIM. DIMENSION MIR, MIRROR STOR. STORAGE PELOTON • 2019 OREGON STRUCTURAL SPECIALTY E140 FIRE ALARM PLAN • ON. DOWN MISC. MISCELLANEOUS STRUCT. STRUCTURAL CODE INFO CODE (OSSC) E141 FIRE ALARM NOTES • D.O. DOOR OPENING M.0. MASONRY OPENING SUSP. SUSPENDED SPACE R05 APPLICABLE CODES . 2021 OREGON ENERGY EFFICIENCY E150 STUB-UP PLAN • E DRESS. DRESSING MTL. METAL SYM. SYMETRICAL �� SPECIALTY CODE (OEESC) EN110 MECHANICAL COMPLIANCE FORMS • D.S. DOWNSPOUT MTD. MOUNTED T. TREAD 0� ,J PROJECT NUMBER D.S.P. DRY STANDPIPE MUL. MULLION T.B. TOWEL BAR �F,�' � 2019 OREGON ZERO ENERGY READY ENm MECHANICAL COMPLIANCE FORMS • 21003 y DTL. DETAIL MWC MILLWORK CONTRACTOR TO TOP OF CURB 0 COMMERCIAL CODE MECHANICAL EN1I2 ELECTRICAL COMPLIANCE FORMS • DWG DRAWING N. NORTH T.C. TERRA COTTA 2019 OREGON MECHANICAL SPECIALTY PLUMBING SCALE AS NOTED N q4 . 2021 OREGON ELECTRICAL SPECIALTY SHEET TITLE a E. EAST (N) NEW TEMP. TEMPERED SIV y CODE (GMSC) PI10 DOMESTIC WATER PLAN • o EA. EACH N.LC. NOT IN CONTRACT TER. TERRAllO 6� Pill SANITARY WASTE AND VENT PLAN • E.J. EXPANSION JOINT NOM. NOMINAL THK THICK 141 CODE (OESC) PI20 PLUMBING DIAGRAMS • EL. ELEVATION N.T.S. NOT TO SCALE T.O. TOP OF 2021 OREGON PLUMBING SPECIALTY ELEV. ELEVATOR P130 PLUMBING SPECIFICATIONS • COVER SHEET j. NUMBER T.O.C. TOP OF CONCRETE � '- - CODE (ODBC) � EMER. EMERGENCY O.A. OVERALL T.O.P. TOP OF PAVEMENT RITE PROTECTION ENCL. ENCLOSURE OBS. OBSCURE T.O.S. TOP OF SLAB F?110 FIRE PROTECTION PLAN • E.P. ELECTRICAL PANEL BD. O.C. ON CENTER T.S. TUBE STEEL O 2 e SUMMARY OF NEW LEVEL '1' TENANT IMPROVEMENT IN EXISTING "M" OCCUPANCY BUILDING (FULLY SHEET NUMBER o E.Q. EQUAL OFF. OFFICE TYP. TYPICAL ( � a SPRINKLERED) UP TO TENANT VERTICAL LEASE UNE. SCOPE TO INCLUDE NEW G001 W EQPT. EQUIPMENT O.A. OUTSIDE DIAMETER LINED. UNEQUAL FEAR }- WORK EXTERIOR FACADE, INTERIOR PARITITIONS, FLOORS, CEILINGS, LIGHTING, MILLWORK, V E.W.C. ELEC. WATER COOLER OPENING 210 S �0 217 HVAC DISTRIBUTION, AND PLUMBING FIXTURES. Ii E EXISTING 0 HP'G OPPOSITE HAND UR. N URINAL OTHERWISE 0 L ' ' PROFESSIONAL SEAL LL ESC. ESCALATOR O S TOTAL ISSUED: 8 71 O EXP. EXPANSION O.S.C.I. OWN. SUPPLIED V.I.F. VERIFY IN FIELD SEPARATE A SEPARATE APPLICATION AND PERMIT IS REQUIRED FOR: o EXPO. EXPOSED CONTRACTOR INSTALLED VERT. VERTICAL PERMITS A. FIRE SPRINKLERS ARC, EXT. EXTERIOR OWN. OWNER VEST. VESTIBULE B. FIRE ALARM _ F.A. FIRE ALARM P. PAINT W WEST C. SIGNAGE G� � C' F.B. FLAT BAR PC. PRECAST CONCRETE W/ WITH Uti STEPHEN o w N F.D. FLOOR DRAIN PCS. PIECES W.C. WATER CLOSET LOCHTEaJ FDN. FOUNDATION PL. PLATE WD. WOOD b HOSE CABINET H it o F.E.C. FIRE . CAB. PLAM. PLASTIC LAMINATE . WINDOW � �� • S RAMENTO, CA FIN. FINISH PLYWD. PLYWOOD WP. WALLPAPER • F.H.C. FIRE HHOSE CABINET PLAS. PLASTER W 0 WITHOUT ARI-13364 FIXT. FIXTURE POL. POLISHED WT. WEIGHT OF oC" ABBREVIATIONS 13 VICINITY MAP 10 SITE PLAN 7 BUILDING CODE INFO SCOPE OF WORK 4 SHEET INDEX 1 NONE NTS NTS ONE NONE PLUMBING CALCULATIONS LEGEND: L 0 C H T E OCCUPANCY AREAS A R C H I T E C T U RAL GROUP (1) DRINKING FOUNTAIN REQUIRED, (1) DRINKING FOUNTAIN PROVIDED ; (1) SERVICE SINK REQUIRED, (1) SERVICE SINK PROVIDED PATHS OF ACCESSIBLE TRAVEL AND 123019TH ST. BOH/STORAGE: 494 SF ROUP OCCUPANT LOAD FACTOR PER OPSC 2021, TABLE 422.1 SACRAMENTO, CA 95811 GM GROUP M / U —— 40 OCC ACCESSIBLE ENTRANCE / EXIT TELEPHONE: 916.502.8099 RETAIL: 2,370 SF 36" MIN. CLR. AISLE/32" MIN. CLR, THROUGH DOORS TENANT ONE PELOTON EXITING CALCULATIONS PER OPSC 2021, TABLE 422.1 125 W.25TH STREET, 11TH FLOOR NEW YORK,NY 10001 21 FEMALES: C: RYAN BADGER 1 WATER CLOSET REQUIRED 1 WATER CLOSET PROVIDED TRAVEL DISTANCE OCCUPANCY USE: ( ) , ( ) E: DENICE BOCEnepeloton.com C: DENICE BOCEK MERCANTILE 2,370 / 60 = 40 OCCUPANTS (1) LAV REQUIRED, (1) LAV PROVIDED MAXIMUM DIAGONAL DISTANCE E: denice.bocek@cbre.com STORAGE — BOH 494 / 300 = 2 OCCUPANTS LANDLORD MACERICH 21 MALES: / — 11411 NORTH TATUM BLVD,PHOENK AZ851Y18 C:CHARLIE SIROKMAN TOTAL OCCUPANTS: 40 + 2 = 42 OCCUPANTS < 50 (1) WATER CLOSET REQUIRED, (1) WATER CLOSET PROVIDED 5'-0" TURNING RADIUS E:CHARLENE.SIROKMAN@MACERICH.COM (1 EXIT REQUIRED, 3 EXITS PROVIDED) (1) LAV REQUIRED, (1) LAV PROVIDED \ _�� T:602.953.6377 r - - - � EGRESS WIDTH: MIN. PUSH / PULL DOOR ARCHITECTLOCHTE ARCHITECTURAL GROUP 42 OCCUPANTS X .2" = 8.4" EGRESS WIDTH REQUIRED PER OSSC 2019 SECTION 2902.2, SEPARATE FACILITIES: I 1230 19THST. WHERE PLUMBING FIXTURES ARE REQUIRED, SEPARATE FACILITIES SHALL BE CLEARANCE SACRAMENTO,CA 95811 MIN. 36" EGRESS WIDTH PROVIDED L PROVIDED FOR EACH SEX. — J C9S .502.899 SEKAR EXCEPTIONS— xi WALL MOUNTED EXIT SIGN. SEE E: s.sekar@lochteag.com 1006.2.1 TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE 3. SEPARATE FACILITIES SHALL NOT BE REQUIRED IN MERCANTILE OCCUPANCIES A120 FOR SPECIFICATION E: BLAKE THOMAS PROVIDED WHERE THE DESIGN OCCUPANT LOAD OR THE COMMON PATH OF IN WHICH THE MAXIMUM OCCUPANT LOAD IS 100 OR LESS. EGRESS TRAVEL DISTANCE EXCEEDS THE VALUES LISTED IN TABLE 1006.2.1. smucTUn THORSON BAKER+ASSOCIATES xi CEILING MOUNTED EXIT SIGN. SEE 3030 W.STREETSBORO TOTAL OCCUPANT LOAD IS 42 OCC < 100 ® A120 FOR SPECIFICATION RICHFIELD,OH 44286 THE COMMON PATH OF TRAVEL > 75' = 2 EXITS REQUIRED (2 EXITS PROVIDED) p T: 330.659.6688 /fOW� FIRE EXTINGUISHER C: BRYAN MELVIN PER OOSC 2019 SECTION 2902.3, EMPLOYEE AND PUBLIC TOILET FACILITIES: E: b.melvin@thorsonbaker.com EMPLOYEES SHALL BE PROVIDED WITH TOILET FACILITIES IN ALL OCCUPANCIES. EMPLOYEE TOILET FACILITIES SHALL BE EITHER SEPARATE OR COMBINED EMPLOYEE AND PUBLIC TOILET FACILITIES. NOT USED 15 NOT USED12 OCCUPANCY CALCULATIONS NONE 9 PLUMBING CALCULATIONS NONE 6 EXITING AND ACCESSIBILITY LEGEND 3 NOW NONE MALL CORRIDOR \ MALL CORRIDOR 2•_10• \ eoH �2�1� ea, OL L�► - APPROVED Macerich TC ,\ r 5/27/2021 i TRIAL TREAD IFEAD / TRIAL TREAD- . TREAD LgMOE TRIAL BOOIA� TMMC 80011 LqMN TRIAL FpOY_ TRIAL BOGY 1W 1D6 1D6 ' 70i 106 106 I ♦ 112 DKE <-_ BRE iL- � ♦� - - _._-_. TRIAL raaA ❑ i YAruGel Boot TRIA107 L r1oaA A - - - �,',� �, �/ / ��.,\yi `��yl MANAGER BODY F 112— _ P E LOTO N ♦ X1� WASHINGTON SQUARE MALL �,,. -�`�_ I 1 ter ' , ♦ I SPACE R05 DICE I 1 ------ ---- _ 9374 S.W. WASHINGTON SQUARE TRIAL FaoY TRIAL 1i001AROAD, -� I - aeET CxoeEr a106 �I g I W� I - � � � RD , OR 97223 �- TIGA XI M ^ 0. ISSUE HISTORY 02 ISSUE FOR PERMIT/ LL REVIEW 05. 4.2021 VESTIBULE Room ® FEBTROOM /BHOWE R fRO l 0 I r I REITTRCCIM /SROWER RID 102 - ---F N%M L mil ♦ 1D L777L I CD Y 1 4P j Y � I O N o les I PROJECT NUMBER 21003 j SCALE o ;4j III II SHEET TITLE AS NOTED E I EXITING 0 ♦ ♦ ; 01 I AND ACCESSIBILITY &AM BALI$ DIAGRAMS FLOOR R.00fl >� >m I , jil SHEET NUMBER L; F ®111• >n®,, a G002 - ♦ — PROFESSIONAL SEAL cv I ♦ 40:1 I D OCC it o EXIT EXIT D ARC N `$r r CD D D STEPHEN LOCHTE c) o TOGATOGA • S RAMENTO, CA • ARI-13364 ACCESSIBILITY DIAGRAM 7 EXITING DIAGRAM 1 OF O0'p 3/18• -T O' 3/16• -1' O' A. CORRIDORS D. HARDWARE G. SKIS AND IDENTIRCATION(CONT.) I. TOILET FIXTURES AND ACCESSORIES (CONT.) L O C H T E 1. CORRIDOR WIDTHS: EVERY CORRIDOR SERVING AN OCCUPANT LOAD OF 10 OR 1. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 60° MIN. CLEAR B) RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH TOILET TISSUE DISPENSERS ARCHITECTURAL c R o u P MORE OR MORE SHALL BE NOT LESS THAN 44" IN WIDTH. CORRIDORS 34" AND 44" A.F.F. LATCHING AND LOCKING DOORS THAT ARE HAND (MAX. OF 2"). 1. TOILET TISSUE DISPENSERS SHALL BE 7" MIN. AND 9" MAX. IN FRONT OF THE SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL NOT BE LESS ACTIVATED AND ON AN ACCESSIBLE PATH OF TRAVEL SHALL BE OPERABLE C) PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE 36" MIN. WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE 1230 19TH ST. THAN 36 IN WIDTH. WITH A SINGLE EFFORT; LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE 12" 1e" OUTLET OF THE DISPENSER SHALL BE BELOW THE GRAB BAR, 15" MIN. AND SACRAMENTO, .5 95811 2.809 ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE W/O MIN. MIN. " TELEPHONE: 916.502.8099 / OUTSIDE DIMENSION OF THE PICTOGRAM SHALL BE A MIN. OF 6 IN HT. 48 MAX. A.F.F. AND SHALL NOT BE LOCATED BEHIND GRAB BARS. 2. CORRIDORS THAT EXCEED 200 FEET IN LENGTH SHALL HAVE MINIMUM CLEAR REQUIRING THE ABILITY TO TURN, TWIST, PINCH OR GRASP THE OPENING I TENANT ONE PELOTON WIDTH OF 60"; OR HAVE, AT A CENTRAL LOCATION, A 60-INCH MINIMUM HARDWARE. 6. CHARACTERS ON SIGNS SHALL HAVE AWIDTH-TO-HEIGHT RATIO OF BETWEENa I 2. TOILET TISSUE DISPENSER SHALL ALLOW FOR CONTINUOUS PAPER FLOW AND 125 W.25TH STREET, 11TH FLOOR WHEELCHAIR TURNING SPACE OR PASSING ALCOVE; OR, HAVE AT A CENTRAL I NEWYORK,NY 10001 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10. I I DOES NOT CONTROL DELIVERY. C: RYAN BADGER 2. KEY-LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN A DURABLE 1s'M • ' , z E: ryan.badger@onepeloton.com LOCATION, AN INTERVENING CROSS TEE CORRIDOR, A MINIMUM OF 44" IN WIDTH; 1a°M I URINALS C: DENICE BOCEK OR HAVE ATA CENTRAL LOCATION AN OPENABLE DOOR. SIGN IS POSTED ON OR ADJACENT THE DOOR STATING "THIS DOOR MUST 7. CHARACTERS SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE ' I I 1. URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE RIME: denice.booek@cbre.com REMAIN UNLOCKED DURING BUSINESS HOURS". LETTERS SHALL BE NOT LESS FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR / „i I 17 INCHES (430 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. URINALS LAND1ORD MACERICH 3. EVERY AISLE SHALL BE NOT LESS THAN 36» WIDE IF SERVING ONLY ONE SIDE, THAN 1 HT. ON A CONTRASTING BACKGROUND. BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK I p I I 11a11NORTHTATUMBLw,PrIOENDCAze5oz8 n I 5' I SHALL BE 13 1/2 INCHES (345 MM) DEEP MINIMUM MEASURED FROM THE C:CHARLIE SIROKMAN AND NOT LESS THAN 44 WIDE IF SERVING BOTH SIDES. SUCH MINIMUM WIDTH CHARACTERS ON A LIGHT BACKGROUND. I L J- - - E:CHARLENE.SIROKMAN@MACERICH.COM SHALL BE MEASURED AT THE FARTHEST POINT FROM AN EXIT, CROSS AISLE - - - - � - J /30" MIN. OUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE. T:602.9W.6377 OR FOYER AND SHALL BE INCREASED BY 1-1/2" FOR EACH 3'-0" IN LENGTH E. LEVEL FLOOR LANDING AT DOORS 8. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE / " 1. THE FLOOR OR LANDING ON EA. SIDE OF AN EXIT DOOR SHALL BE LEVEL AND _ W/ ONE HAND AND TOWARD THE EXIT, CROSS AISLE OR FOYER. WITH CONTINENTAL SEATING VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM - - 2. FLUSH CONTROLS SHALL BE AUTOMATIC OR OPERABLE SIDE AISLES SHALL NOT BE LESS THAN 44" IN WIDTH. CLEAR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF THE CHARACTER HEIGHT SHALL COMPLY WITH TABLE 703.5.5. THE MINIMUM HEIGHT SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. ARCHITECT LOCHTE ARCHITECTURAL GROUP 1230 19TH ST. DOOR SWING OF AT LEAST 60" AND LENGTH OPPOSITE THE DIRECTION OF DOOR IS MEASURED USING AN UPPER CASE LETTER "I". LOWER CASE CHARACTERS SACRAMENTO,CA 95811 SWING 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ARE PERMITTED. VISUAL CHARACTERS SHALL BE 40 INCHES MIN. ABOVE THE WATER CLOSETS 7:918.502.8099 B. DOORS n C: SRUTHI SEKAR 1. DOOR SIZE: EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE TO PERMIT ITS CLOSED POSITION. FINISH FLOOR OR GROUND. 1. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MIN. 17 AND A E: s.sekar@lochteag.com MAX. 19" MEASURED TO THE TOP OF THE TOILET SEAT. CONTROLS SHALL BE C: BLAKE THOMAS INSTALLATION OF A DOOR NOT LESS THAN 3'-0" IN WIDTH AND AND NOT LESS E: b.thomas@lochteag.com THAN 6TIO IN HT. WHEN INSTALLED IN EXIT DOORWAYS, EXIT DOORS SHALL BE 2. WHERE THE PLANE OF THE DOORWAY IS OFFSET OR LOCATED IN AN ALCOVE, 9. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS AUTOMATIC OR OPERABLE W/ ONE HAND AND SHALL NOT REQUIRE TIGHT MEPB THE PROJECTION DISTANCE ALLOWED TO PROJECT INTO THE REQUIRED DOOR ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. 18° 32" GRASPING, PINCHING OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH smucTuau THORSON BAKER+ASSOCIATES CAPABLE OF OPENING AT LEAST 90" AND SHALL BE SO MOUNTED THAT THE STRIKE CLEARANCE MEASURED FROM THE FACE OF THE WALL TO THE FACE OF » » MIN• CLR. �L 3030 W.STREETSBORO CLEAR WIDTH OF THE EXIT WAY IS NOT IS NOT LESS THAN 32 . DOTS SHALL BE 1/10 ON CENTERS IN EACH CELL WITH 2/10 SPACE CLR. VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS, NO MORE RICHFIELD,OH 44286 THE DOOR IS LIMITED TO 8". BETWEEN THE CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THAN 44" A.F.F. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE C: BRYAN MEL VIN 2. HINGED DOORS: THE OPENING WIDTH SHALL BE MEASURED W THE DOOR THE BACKGROUND. SINGLE OCCUPANCY PRIVACY TOILET NO GREATER THAN 5 LBS FORCE. E: b.melvin@thorsonbaker.com / 3. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS POSITIONED AT AN ANGLE OF 90' FROM ITS CLOSED POSITION. SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR 10. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN DOORS AND 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS. EQUILATERAL TRIANGLE 1 4" THICK W EDGES 12" L AND A VERTEX POINTING GRAB BARS 3. PAIR OF DOORS: WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE / / I. TOILET FIXTURES AND ACCESSORIES 1. LOCATION: GRAB BARS FOR WATER CLOSETS SHALL BE PROVIDED ON THE UPWARD. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL. THE DOORS SHALL PROVIDE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32" WITH � - - - - � LAVATORIES REQUIRED 1 4" THICK AND 12" IN DIAMETER. UNISEX SANITARY FACILITIES SHALL BE 1. THE REQUIREMENTS SHALL APPLY TO LAVATORY FIXTURES, VANITIES AND THE LEAF POSITIONED AT AN ANGLE OF 90' FROM ITS CLOSED POSITION. Z I CLEAR SPACE " 2a° MIN. EXTERIOR IDENTIFIED BY A CIRCLE 1/4' THICK, 12" IN DIAMETER W A 1/4' THICK BUILT-IN LAVATORIES. SIDE WALL GRAB BAR SHALL BE 42 LONG MIN., LOCATED 12 MAX. FROM THE 18" MIN. INTERIOR / / / REAR WALL AND EXTENDING 54" MIN. FROM THE REAR WALL WITH THE FRONT 4. PUSH EFFORT: MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. 5 LBS. FOR EXTERIOR AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR BETWEEN 58" 2. A CLEAR FLOOR SPACE 30" X 48" SHALL BE PROVIDED IN FRONT OFA END POSITIONED 24" MINIMUM IN FRONT OF THE WATER CLOSET. THE REAR BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER AND 60" ABOVE FINISH FLOOR. THEIR COLOR AND CONTRAST SHALL BE LAVATORY TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOORSPACE WALL GRAB BAR SHALL BE 36" LONG MIN. AND EXTEND FROM THE CENTERLINE PLANE OF SLIDING DOORS, COMPENSATING DEVICES CENTER PLANE OF SLIDING � 'REQUIRED SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO OF THE WATER CLOSET 12" MIN. ON ONE SIDE AND 24" MIN. ON THE OTHER OR FOLDING DOORS. COMPENSATING OR AUTOMATIC DOOR OPERATORS MAY BE is DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. 12° MIN. KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. SIDE. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33" MIN. UTILIZED TO MEET THE ABOVE STANDARDS. WHERE FIRE DOORS ARE REQUIRED, - - - J a. MATERIAL: UNISEX & WHL.CHR. SIGN PANELS TO BE 3mm SINTRA W/ SCOTT -ADA'S AND 36" MAX. ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO F. TRESHOLDS 1/32" THICK LETTERS & SYMBOLS HELVETICA MEDIUM UPPER CASE. ALL LETTERS TO 3. LAVATORIES ADJACENT TO A WALL SHALL BE MOUNTED WITH A MIN. DISTANCE GRIPPING SURFACE. (609.4) EXCEED 15 LBS. 1. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE BE 1" HIGH BRAILLE LETTERS TO BE GRADE 2ADA APPROVED. TILES TO BE 3/16" 18" TO THE CENTER LINE OF THE FIXTURE. ALL ACCESSIBLE LAVATORIES THRESHOLD OF A DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" PLEXI W/ POLISHED EDGES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 250 LB. CAPACITY 5. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC, NO STILE & SLIDING 34" A.F.F. & WITH A CLEARANCE OF 29" MIN. A.F.F. TO THE BOTTOM OF THE GRAB BAR SEAT COVER SHALL BE BEVELED W/ A SLOPE NO GREATER THAN 1:2. CHANGE IN LEVEL b. FIGURE TO BE 3 16" PLEXI APPLIED TO BACKGROUND n 36" MAX. DISPENSER DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE n / APRON W KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MIN. 30 IN 1 1/4" To DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP GREATER THAN 1/2 SHALL BE ACCOMPLISHED WITH A RAMP. c. BRAILLE TILES & CHASE: STOCK BLACK WIDTH W/ 8" MIN. DEPTH AT THE TOP. CLEARANCE SHALL BE 17" DEPTH TO MI = t 1/ ° APPROVED OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED A 10' „ „ "MA • DIA. Macerich TC WALL AT 29 HEIGHT. TOE CLEARANCE SHALL BE 30 WIDTH AND SHALL BE A HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, COMPRESSED CARPET D d. CIRCLE AND TRIANGLE: GREY PL MIN. OF 9" HIGH FROM THE FLOOR AND A MIN. 17" DEEP FROM THE FRONT OF ��TOILET TISSUE 5/27/2021 WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEEL-CHAIR FOOTREST MAX. W THRESHOLD FINISH FLOOR LEVEL *6 o DISPENSER n WITHOUT CREATING A TRIP OR HAZARDOUS CONDITION. THRESHOLD THE LAVATORY. I w o ^ oma 6. WHEN THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER 4. HOT WATER AND DRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE ACCESSIBLE SANITARY FACILITIES GRAB BAR SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE 2 2. THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS AND MOUNTING LATCH MEASURE TO THE LANDING EDGE OF THE DOOR. DEVICES SHALL MEET THE FOLLOWING SPECS: 5. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN AVERTICAL OR HORIZONTAL FORCE OF 250 POUNDS (1112 N) IS APPLIED AT ANY p E L O T O N 7. PROVIDE CLEAR SPACE OF 12" PAST STRIKE EDGE OF THE DOOR ON THE � UNISEX sc ) OF THE WRIST. THE FORCE REQ'D. TO ACTIVATE CONTROLS SHALL BE NO POINT ON THE GRAB BAR, FASTENER, MOUNTING DEVICE, OR SUPPORTING OPPOSITE SIDE TO WHICH THE DOOR SWINGS IF THE DOOR IS EQUIPPED WITH late" PUSH-TYPE AND ELECTRONICALLY 1/4° MAX. 1/2" MAX. s s GREATER THAN 5LBS. LEVER-OPERATED, BOTH A LATCH AND A CLOSER. THRESHOLDS -�� --,� CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. STRUCTURE. WASHINGTON SQUARE MALL G. SIGNS AND IDENTIFICATION SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT 3. DIAMETER OR WITH: THE DIAMETER OR WIDTH OF THE GRIPPING GRAB BAR SPACE R05 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE UNISEX TOILET ENTRY SIGN LEAST 10 SECONDS. SHALL BE 1-1/4" TO 1-1/2" OR THE SHAPE SHALL PROVIDE AN EQUIVALENT 9374 S.W. WASHINGTON SQUARE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR N0. GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE 11. A SIGN STATING EXIT IN RAISED CHARACTERS AND BRAILLE AND COMPLYING WITH ICC ROAD, 15090 IN FEDERAL STANDARD 5958. CONTRASTING BACKGROUND (DARK ON A117.1 SHALL BE PROMDED ADJACENT TO EACH DOOR TO AN AREA OF REFUGE, AN LINE INDICATES MIN. SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2". TIGARD , OR 97223 2" CLR. 2" CLR. LIGHT OR LIGHT ON DARK) MAY BE SUBSTITUTED FOR COLORS ABOVE WHERE EXTERIOR AREA FOR ASSISTED RESCUE, AN EXIT STAIRWAY, AN EXIT RAMP, AN EXIT 17" MIN. AREA REQUIRED FOR SPECIFICALLY APPROVED BY LOCAL AUTHORITIES. PASSAGEWAY AND THE EXIT DISCHARGE. 25° MAX. KNEE CLEARANCE 4. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE CLEAR OPENINGS MUST BE CLEAR OPENING FOR TWO LEAF UNDER COUNTER OR FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL SHALL HAVE A ISSUE HISTORY BETWEEN THE DOOR IN IT'S 90' DOOR MUST BE BETWEEN EITHER WALL HUNG LAVATORY 17" » 02 ISSUE FOR PERMIT/ LL REVIEW 05.24.2021 OPEN POSITION AND THE FACE DOOR IN IT'S 90' POSITION AND 2. WHERE NOT ALL ENTRANCES COMPLY WITH 404, ENTRANCES COMPLYING WITH 12. SIGNAGE SHALL BE COMPOSED OF BLACK CHARACTERS, PICTOGRAMS MIN. MIN. RADIUS OF 1/8". GRAB BARS SHALL NOT ROTATE BETWEEN THEIR P90. 9o• THE EDGE of THE OTHER DOOR. 404 SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND BRAILLE ON A GREY FIELD. __ _ _ _ _ _ _ - FITTINGS. COMPLYING WITH 703.7.2.1. DIRECTIONAL SIGNS COMPLYING WITH 703.5 THAT - - INDICATE THE LOCATION OF THE NEAREST ENTRANCE COMPLYING WITH 404 ,, / I J. EMPLOYEE FACILITIES EXIT EXIT TO EXIT o SHALL BE PROVIDED AT ENTRANCES THAT DO NOT COMPLY WITH 404. 17P ,/ a° MIN. I o 1. EMPLOYEE AREAS SHALL CONFORM TO ALL REQUIREMENTS OF THE OFFICE OF o C. VESTIBULE ROUTE EXIT STAIR UP �' IM THE STATE ARCHITECT /ACCESS COMPLIANCE SECTION IN THE LOCAL BUILDING rl) 1. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, 3. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES OFA tela"' tela tela / �-INSULATE HOT z M - - J CODE, PLUMBING CODE AND ELECTRICAL CODE. CD SERVING OTHER THAN A REQUIRED EXIT STAIRWAY, SHALL PROVIDE A MIN. 48° BUILDING OR SITE, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE "M�ODA I.____6'___I _ / DRAINWATERPIPED MAOF CLEAR SPACE FROM ANY DOOR OPENING IN SUCH VESTIBULE WHEN THE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 703. SIGNS SHALL H. SINGLE ACCON SANITARYACILITI S 48" MIN. 2. SPECIFIC WORK STATIONS WITH THE EXCEPTION OF WORK STATIONS IN SALES DOOR IS POSITIONED AT AN ANGLE OF 90' FROM ITS CLOSED POSITION. BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. " FACILITIES, CHECK STANDS, TICKET BOOTHS, AND OTHER WORK STATIONS WITH 0 1. THERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR tM6 AX. DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE MEASURING 30" WIDE BY 48" LONG TO ENTER THE ROOM AND PERMIT THE SPECIFIC REQUIREMENTS CONTAINED IN OTHER PORTIONS OF THE REGULATIONS, FROM THE SPACE BETWEEN THE DOORS. LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, NEED ONLY COMPLY WITH AISLE WIDTH, FLOORS AND LEVELS, AND ENTRYWAYS „ DOOR TO CLOSE. COUNTER WITH LAVATORY » as° MIN. PREFERABLE ON THE RIGHT. MOUNTING HEIGHT SHALL BE 48 MIN. A.F.F. TO SHALL BE 32 IN CLEAR WIDTH. BASELINE OF LOWEST TACTILE CHARACTER AND 60" MAX. A.F.F. TO BASELINE " PROJECT NUMBER 2. THERE SHALL BE IN THE ROOM, A CLEAR FLOOR SPACE OF AT LEAST 60 IN 21003 i� OF THE HIGHEST TACTILE CHARACTER IN COMPLIANCE WITH SECTION 703.4. DIA. OR A T-SHAPED SPACE COMPLYING WITH 304. DOORS SHALL NOT SWING MIRRORS 3. EMPLOYEE WORK AREAS SHALL BE ACCESSIBLE BY MEANS OF 36" MINIMUM SCALE - ��. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A CLEAR FLOOR SPACE INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. 1. MIRRORS SHALL BE MOUNTED W/ THE BOTTOM EDGE OF THE REFLECTING AISLE AND 32 MINIMUM CLEAR OPENING DOOR WIDTH. o • » » n SHEET TITLE � eY� 4OF 18 MIN. BY 18 MIN., CENTERED ON THE TACTILE CHARACTERS IS PROVIDED DOORS SHALL BE PERMITTED TO SWING INTO THE REQUIRED TURNING SPACE. SURFACE 40 MAXIMUM A.F.F. GENERAL a BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND EXCEPTIONS: 45 DEGREE OPEN POSITION. 2. WHERE THE TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND TOWEL, SANITARY NAPKINS AND WASTE RECEPTACLES ACCESSIBILITY 5 A CLEAR FLOOR SPACE COMPLYING WITH 305.3 IS PROVIDED WITHIN THE 1. WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES, AND OTHER SIMILAR COMPLIANCE GUIDELINES DOORS ® ADJACENT WALLS DOORS IN A SERIES 4. WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND ROOM BEYOND THE ARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED. AT LEAST ONE OF EACH SPACE OF A BUILDING OR SITE, THEY SHALL COMPLY WITH SECTIONS 703.4.2. TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY SHEET NUMBER 48" MIN. L 4a• MIN. L MEANS OF EGRESS SIGNS AND IDENTIFICATION FOR VISUAL EXIT SIGNS, TYPE SHALL BE LOCATED W/ ALL OPERABLE PARTS, INCLUDING COIN SLOTS, � �r FIXTURE. GRAPHICS, ILLUMINATION, POWER SOURCE, TACTILE EXIT SIGNAGE, TACTILE STAIR WITHIN 40" AFF. G003 LEVEL IDENTIFICATION AND SPECIAL EGRESS CONTROL DEVICES SHALL COMPLY 3. CLEARANCE AROUND A WATER CLOSET SHALL BE 60" MIN. MEASURED TOWELS PROFESSIONAL SEAL N WITH SECTIONS 1011. PERPENDICULAR FROM THE SIDE WALL AND 56" MIN. MEASURED PERPENDICULAR & WASTE TOWELS SANITARY LWASTE HAND NAPKINS CUPS ..G D ARO Z 5. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, FROM THE REAR WALL. THE CENTERLINE OF THE WATER CLOSET SHALL BE DRYERtiTHEY SHALL CONFORM TO THE FOLLOWING: 16 -18 FROM THE SIDE WALL. _ _ _®_ _ �_ _ �c�`S �A Lri A) LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED OR RECESSED 4. ALL DOORS, FIXTURES, AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE o < LOCH STEPHEN yNTH DOORS 0 OPPOSITE WALLS BOTH DOORS OPEN OUT 1/32 MIN. AND SHALL BE SANS-SERIF UPPERCASE CHARACTERS A MIN. CLR. WIDTH OF 36" EXCEPT AT DOORS. IF A PERSON INA d ACCOMPANIED BY GRADE 2 BRAILLE. WHEELCHAIR MUST MAKE A TURN AROUND AN OBSTRUCTION, THE MIN. CLR. • S RAMENTO,CA • * PROVIDE THIS SPACE IF DOOR IS SECURED W/ BOTH A LATCH AND CLOSER WIDTH OF THE ACCESSIBLE ROUTE SHALL BE AS SHOWN IN FIGURE 118-SE ARI 13384 a TOILET ACCESSORIES q GENERAL ACCESSIBILITY COMPLIANCE GUIDELINES OF 0 0 NONE 1 K. SALES FACILITIES L FLOORS AND LEVELS(CONT.) O. TYPICAL DEVICE ELEVATIONS L O C H T E 1. EMPLOYEE WORK STATIONS SHALL BE LOCATED ON ACCESSIBLE LEVELS AND 6. IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, IT ARCHITECTURAL G R O U P SHALL BE SIZED AND ARRANGED TO PROVIDE ACCESS TO EMPLOYEES IN SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, PAD OR BACKING OR WHEELCHAIRS. NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED LOOP. LEVEL 1230 19TH ST. CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SACRAMENTO, CA 95811 2. THE CUSTOMER SIDE OF SALES AND CHECKOUT STATIONS SHALL BE SHALL BE 1/2". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR TELEPHONE: 916.502.8099 ACCESSIBLE. SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. TENANT ONE PELOTON CARPET EDGE TRIM SHALL COMPLY WITH SECTION 303. 125 W.25TH STREET, IITH FLOOR 3. IN NEW CONSTRUCTION, PROVIDE ACCESSIBLE CHECK STANDS. CHECK STANDS, NEW YORK,NY 10001 INCLUDING SERVICE COUNTERS REQUIRING A SURFACE FOR TRANSACTIONS, C: RYAN BADGER 7. IF GRATINGS ARE LOCATED ON FLOORS THEN THEY SHALL HAVE SPACES NO E: ryan.badger@onepeloton.com SHALL BE MADE ACCESSIBLE BY PROVIDING A MINIMUM 36" AISLE ON THE GREATER THAN 1/2" WIDE IN ONE DIRECTION. IF GRATINGS HAVE ELONGATED E: denice.bo k@ bre.com CUSTOMER SIDE OF THE CHECK STAND WITH AN ADJOINING COUNTER HEIGHT FIRE HOSE " PERPENDICULAR TO THE DOMINANT DIRECTION TOF TRAVEL.ODIMENSION IS FM CAerFr F�WARDEN WALL LANDLORD MACORRTH TATUM BLVD,PHOENK AZ 85028 NOT EXCEEDING 34 ABOVE THE FINISH FLOOR AND WITH THE TOP OF THE11411 COUNTER LIP NOT TO EXCEED 36" ABOVE THE FINISH FLOOR. CABl6T STATION TFC C:CHARLIE SIROKMAN MERCOM FIRE ALARM E:CHARLENE.SIROKMAN@MACERICH.COM 8. STAIRS: E 0... PULL©AT ON r T:602.953.6377 4. ACCESSIBLE CHECK STANDS SHALL BE IDENTIFIED BY A SIGN CLEARLY VISIBLE 8.1. ALL TREAD SURFACES ARE SLIP RESISTANT L TO THOSE IN WHEELCHAIRS WHICH DISPLAYS THE INTERNATIONAL SYMBOL OF 8.2. ALL RISERS ARE CLOSED FIE HOSE ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND AND SHALL STATE "THIS 8.3. RISERS ARE SLOPED OR THE UNDERSIDE OF THE NOSING IS ANGLED NOT ARCHITECT LOCHTE ARCHITECTURAL GROUP 19TH ST, CHECK STAND TO BE OPEN AT ALL TIMES FOR CUSTOMERS WITH DISABILITIES". LESS THAN 60' FROM THE HORIZONTAL AND THE UNDERSIDE OF NOSINGS v SACRAMENTO,CA 95811 ARE NOT ABRUPT L 2 7:916.502.8099 " 8.4. RADIUS Of THE LEADING EDGE OF THE TREAD IS NOT GREATER C: SRUTHI SEKAR 5. WHERE QUICK CHECK STANDS ARE PROVIDED, AT LEAST ONE SHALL BE E: s.sekar@lochteag.com ACCESSIBLE. THAN 1/2" 0 Q 4 C: BLAKE THOMAS 8.5. IN ANY ONE FLIGHT OF STAIRS, ALL STEPS HAVE A UNIFORM RISER DATA DUPLEX QUAD E: b.thomas@lochteag.com 6. IN EXISTING BUILDINGS BEING REMODELED, AT LEAST ONE CHECKOUT AISLE HEIGHT AND TREAD WIDTH 12" ' N MSTFWM�E THORSON BAKER+ASSOCIATES BORO SHALL BE ACCESSIBLE IN FACILITIES WITH UNDER 5000 SQUARE FEET OF 1 1/4" TO 1 1/2" DIA. HANDRAIL-I" 3030W. LD,OH 286 RICHFIELD,OH 44286 SELLING SPACE. IN AN EXISTING BUILDING, WITH 5000 OR MORE SQUARE FEET SLOPE E0. 11° W/ 1 1/2" CLEAR TO WALL T: BRYAN MEL TO 1 TREAD MIN. ELEVATION ELEVATION C: BRYAN 6688 OF SELLING SPACE, AT LEAST ONE OF EACH DESIGN OF CHECKOUT AISLE ' FIRE PROTECTION DEVICES RECESSED E: b.melvin@thorsonbaker.com SHALL BE MADE ACCESSIBLE WHEN ALTERED UNTIL THE NUMBER OF RECEPTACLES ACCESSIBLE CHECKOUT AISLES OF EACH DESIGN EQUALS THE NUMBER M M REQUIRED IN NEW CONSTRUCTION. o M 7. WHERE FITTING OR DRESSING ROOMS ARE PROVIDED FOR MALE OR FEMALE CUSTOMERS, PATIENTS, EMPLOYEES OR THE GENERAL PUBLIC, 5 PERCENT, BUT NEVER LESS THAN ONE, OF DRESSING ROOMS FOR EACH TYPE OF USE IN EACH CLUSTER OF DRESSING ROOMS SHALL BE ACCESSIBLE BY PROVIDING THE 4" MIN. TO 7" MAX. FOLLOWING: NOTE: ALL EXTERIOR STAIR TREADS TO HAVE WARNING STRIPES PER SEC. 3306(q). INTERIOR STAIR A. DOORS SHALL NOT SWING INTO THE ROOM UNLESS A TURNING SPACE TREADS TO HAVE WARNING STRIPES @ TOP AND BOTTOM STAIRS ONLY PER SECTION 113384.4 COMPLYING WITH SECTION 11B-304.3 (60" CIRCULAR OR T-SHAPED) IS M. CONTROLS AND OPERATING MECHANISMS PROVIDED BEYOND THE ARC OF THE DOOR SWING. 1. CONTROLS AND OPERATING MECHANISMS SHALL COMPLY WITH THE B. FULL-LENGTH MIRRORS AT LEAST 18 WIDE BY 54 HIGH, THE BOTTOM OF REQUIREMENTS OF SECTION 309. WHICH IS NO HIGHER THAN 20" A.F.F. AND MOUNTED IN A POSITION AFFORDING A VIEW TO A PERSON ON THE BENCH AS WELL AS TO A 2. CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 THAT ALLOWS A FORWARD PERSON IN A STANDING POSITION. OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE C. CLOTHING HOOKS LOCATED NO HIGHER THAN 48" A.F.F. PROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES AND D. A 20" TO 24" BY 48" BENCH MOUNTED TO THE WALL ALONG THE LONGER OTHER OPERABLE EQUIPMENT. DIMENSION OF THE ROOM 17" TO 19" A.F.F. WITH A CLEAR SPACE APPROVED DATA ALONGSIDE THE BENCH TO ALLOW A PERSON USING A WHEELCHAIR TO 3. THE MAXIMUM HEIGHT FOR CONTROLS, SWITCHES, RECEPTACLES OUTLETS AND ACLS 5/2»2s 0 i MAKE A PARALLEL TRANSFER ONTO THE BENCH. THE STRUCTURAL THERMOSTATS IS 48" MEASURED TO THE TOP OF THE BOX TO THE LEVEL OF ORSWC" STRENGTH OF THE BENCH AND ATTACHMENTS SHALL COMPLY WITH SECTION FINISH FLOOR OR WORKING PLATFORM. THE MINIMUM HEIGHT FOR RECEPTACLES ��� ��� 6" 903. IS 15" MEASURED TO THE BOTTOM OF THE BOX TO THE LEVEL OF FINISH FLOOR OR WORKING PLATFORM. L. FLOORS AND LEVELS 2012 TAS SECTION 308. coLlMst7cr�aaA WALL PARTITION 1. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON EO. LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, 4. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND EO. WALL MOUNTED AND SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST. DEVICES PASSENGER ELEVATORS, OR SPECIAL ACCESS LIFTS. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER MIN 2. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE THAN 5 LB. P E L O T O N ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS AND CURB FIN. FLR. RAMPS, SHALL BE STABLE, FIRM, AND SLIP-RESISTANT. 5. THE CENTER OF THE GRIP OF THE OPERATING HANDLE Of CONTROLS OR DIM PT WASHINGTON SQUARE MALL SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA SPACE R05 3. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, ELEVATION PLAN 9374 S.W. WASHINGTON SQUARE TREATMENT. HEATING, AND VENTILATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF WALL DATA DEVICE / DEVICES LOCATED A ROAD, SECTION 305, SPACE ALLOWANCE AND REACH RANGES, FOR PERSONS WITH RECEPTACLE / SWITCH WALL CORNER TIGARD , OR 97223 4. CHANGES IN LEVEL BETWEEN 1/4" MIN. AND 1/2" MAX. SHALL BE BEVELED DISABILITIES AND SHALL NOT BE MORE THAN 48" ABOVE THE FLOOR OR WITH A SLOPE NO STEEPER THAN I VERTICAL TO 2 HORIZONTAL. WORKING PLATFORM. ISSUE HISTORY 02 ISSUE FOR PERMIT/ LL RENEW 05.24.2021 5. CHANGES IN LEVEL GREATER THAN 1/2" SHALL BE RAMPED WITH A RUNNING 6. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED SLOPE TO COMPLY WITH 405 OR 406. 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK. 7. IF EMERGENCY WARNING SYSTEMS ARE REQUIRED THEY SHALL ACTIVATE A _OF DOOR CD J, MEANS OF WARNING THE HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL s° EQ. EO. C 0 HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. FIN. CLNOOIL "I S DIM. PT. 0 0 EXIT EXIT SIGN TO BE MOUNTED: j CD 1) 6° BELOW CEILING FOR WALL MOUNT OR 4" ABOVE DOOR, WHICHEVER E IS GREATER, U.O.N Fm CEINMOUNT @ PROJECT NUMBER 2) HEIGHT DOORS U O.NLL 21003 SCALE - E TEMPERATURE \ SHEET TITLE SENSOR _ GENERAL ® � KM ACCESSIBILITY THTAT �A COMPLIANCE GUIDELINES 0 SHEET NUMBER G004 E_ a PROFESSIONAL SEAL � N S �D 4ko FIN. FLR. `t o DN. PT. LOGHTE �� N ELEVATION �] n DEVICES LOCATED ADJ. TO DOOR `q DEVICES TO BE CENTERED ON A WALL OR COLUMN U.O.N ARrI�3384'CA Cal GENERAL ACCESSIBILITY COMPLIANCE GUIDELINES OF0� ; . o G 1 NONE 1 I OWNER'S OWNER'S L O C H T E G.C. PELOTON LANDLORD G.C. PELOTON LANDLORD 1. SPECIAL INSPECTION SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF VENDOR VENDOR WORK AND SHALL BE IN COMPLIANCE WITH CBC 1705: A. HIGH STRENGTH BOLTING. ARCHITECTURAL GROUP B. FIELD WELDING (EXCEPT FURRING CHANNELS, ETC.) 1230 19TH ST. p _J p _ p C7 = p -i _ pp _j = p -1 C. POST INSTALLED ANCHORS. SACRAMENTO, CA 95811 d Z � a _j cn a -i LD a _j D. REBAR OR BOLTS ANCHORED BY EPDXIES OR GROUTS TELEPHONE: 916.502.8099 zz o a �z o z o a z o F z o O Q z O a z o Q W DESCRIPTION w DESCRIPTION J J ~ m J ~ J E. SPRAYED FIRE RESISTANT MATERIALS �x a j z z x z c c z 2. THE OWNER SHALL RETAIN THE SERVICES OF AN APPROVED SPECIAL a LL z LL I_ w LL � a z LL z LL D z INSPECTION AGENCY OR FIRM TO COMPLETE THE SPECIAL INSPECTIONS AS TENANT ONE PELOTON 125 W.25TH REQUIRED ABOVE. THE AGENCY OR FIRM SHALL PROVIDE QUALITY NEW YORK,NY 10001 STREET, 1FLOOR 01. GENERAL REQUIREMENTS 10. SPECIALTIES ASSURANCE AND TESTING PROGRAMS AS REQUIRED BY THE IBC. C: RYAN BADGER 1. PERMITS AND FEES • w 1. LOUVERS AND VENTS • • • -- _ _ 3. THE TYPE AND FREQUENCY OF TESTING SHALL BE AS INDICATED IN THE IBC. E: ryan.badger@onepeioton.com C: DENICE BOCEK 2. INSPECTION / COORDINATION • INCLUDES SPECIAL INSPECTIONS ¢ 2. GRILLES AND SCREENS • • • -- 4. THE REPORTS OF TESTING AND SPECIAL INSPECTION SHALL BE IN A E: denice.bocek@cbre.com WRITTEN FORMAT DELIVERED TO THE STRUCTURAL ENGINEER OF RECORD I 3. TEMPORARY HEAT • IF REQUIRED ,C5 3. SIGNAGE -- ARCHITECT OF RECORD AND LOCAL BUILDING OFFICIAL WITHIN 5 BUSINESS LANDLORD MACERICH 0 4. TEMPORARY ELECTRICAL • -- A. ACCESSIBILITY SIGNAGE • • • INCLUDES EVAC MAPS DAYS OF COMPLETION OF THE REPORT OR TESTING RESULTS. C:CHA�ESIROKr�nnw,FIIOENaaz 1E:CHARLENE.SIROKMAN@MACERICH.COM 5. CLEAN UP • DAILY DURING THE COURSE OF WORK AND FINAL, B. STOREFRONT SIGNAGE • • • SUBMIT SHOP DRAWINGS FOR LL APPROVAL SPECIAL INSPECTION LIST w INCLUDE WINDOW WASHING 4. FIRE EXTINGUISHERS & CABINET • • • CABINET IF REQ. IN FOH 3B T:602.953.6377 C-D6. INSURANCE • -- 5. HIGH DENSITY SHELVING UNITS • • • PIPP MOBILE SHELVING- SEE SP03 AND A140 BY OWNER: 5. LIGHTING FIXTURES- CAPITOL LIGHTING 7. WALL / CEILING / MWC LAYOU • -- 11. EQUIPMENT 1. SALES AREA FIXTURES • LIGHT FIXTURES ARCHITECT LOC HTE ARCHITECTURAL GROUP • TREADMILLS AND BIKES • LAMPS 1230 19TH 8. REVIEW & APPROVAL Of LAYOUT • -- 1. CASH REGISTER/POS SYSTEM • • • G.C. TO COORDINATE UNLOADING AND STORING SACRAMENTO,CA 95811 - z • MANNEQUINS AND VISUAL • EXIT SIGNS 7:916.502.8099 9. PUNCH LIST • • • • G.C. & MWC TO PROVIDE PUNCH LIST 2. WALL MOUNTED LED SCREENS • • • INCLUDE MOUNTING BRACKET MERCHANDISING • INVERTER C: SRUTHI SEKAR a E: s.sekar@Iochteag.com COMPLETION REPORT 3. B.O.H UNDERCOUNTER REFRIGERATOR • • • • AREA RUGS • TRANSFER SWITCHES C: BLAKE THOMAS 02 SITE WORK o • DIMMERS E: b.thomas@Iochteag.com 2. OPERATIONAL ITEMS • OCCUPANCY SENSORS MER�n�AL THORSON BAKER+ASSOCIATES Y 1. DEMOLITION • • • AS REQ., COORDINATE W/ LL & ARCHITECT 12. FURNISHINGS • CASH REGISTER/POS EQUIPMENT • CONTACTORS TH W.STN BAKER 2. CONSTRUCTION BARRICADE • • • -- 1. FURNITURE • • • G.C. TO COORDINATE UNLOADING AND STORING • U/C REFRIGERATOR • TIME CLOCK RICHFIELD, 286 8599.8888.6688 C D T: 3300. 3. BARRICADE GRAPHICS • • • BOSTON BARRICADE = 2. PIPP SHELVING • • • -- BY OWNER VENDOR: 6. AV/IT BY PPI AND LERNER C: BRYAN MELVIN f' 3. DUMPSTERS / TRASH DISPOSAL • • • -- z 3. OFFICE SUPPLIES • • • -- 3. MILLWORK BY EYELEVEL • SCREENS AT MW FIXTURES- PPI E: b.melvin@thorsonbaker.com • FREE STANDING FIXTURES • A/V SYSTEMS & SPEAKERS- LERNER 4. VISUAL MERCHANDISING • • • • SALES AREA WALL FIXTURES • IT RACK- LERNER 03. CONCRETE 5. BOH FILE CABINET • • • • BENCHES w 1. STRUCTURAL CONCRETE • • • • FITTING RM HANG BARS 7. WOOD FLOORING Z 2. LEVELING OF CONCRETE FLOOR • • • AS REQUIRED 23. MECHANICAL 4. OPERATIONAL ITEMS 8. STONE SOURCE FLOORING CD 3. CONCRETE SEALER • • • AS REQUIRED ¢ 1. HVAC (E) RTU • SECURITY SYSTEM 04. MASONRY z A. UNITS • • • -- • ANTI-THEFT DETECTION EQUIPMENT 1. STONE B. DUCTWORK/DISTRIBUTION/DIFFUSERS • • • -- SUMMARY OF OWNER-SUPPLIED ITEMS o A. FACADE -- 2. TEMPERATURE CONTROLS • • • -- NO scA� 3A B. FLOORING • • • -- 3. EXHAUST FANS • • • -- 05. METALS 4. SPRINKLER SYSTEM USE BASE BLDG CONTRACTOR SAMPLES: MEP SUBMITTALS: 1. STRUCTURAL STEEL AT FACADE • • • -- A. MAIN • -- - STOREFRONT GLASS / IGU - HVAC EQUIPMENT AND DIFFUSERS 2. RTU SUPPORT PLATFORM • • • B. DISTRIBUTION PIPING • • • -- - STOREFRONT METAL/ACM FINISH - ELECTRICAL PANEL 3. COMMUNITY WALL METAL GRID FRAME • • • C. RELOCATION OF E VALVES __ - ELECTRICAL EQUIPMENT & FLOOR ( ) • • • BOX/POKE THROUGH 4. FACADE PANELS • • • W-9 BY G.C. C. SPRINKLER HEADS • • • -- SUBMITTALS: - PLUMBING FIXTURES 06. WOOD AND PLASTICS 5. PLUMBING -- - STOREFRONT PRODUCT DATA - ACCESS PANELS - STOREFRONT SHOP DRAWINGS APPROVED Lo 1. CARPENTRY BLOCKING • • • INCLUDES FOR INSTALLATION Of MILLWORK A. WATER/WASTE/VENT • • • SEE MEP - SPRINKLER SHOPS MacerichTC Q2. SALES AREA MILLWORK FIXTURES • • • G.C. TO PROVIDE BLOCKING AND BACKER BOARD B. PLUMBING FIXTURES • • • SEE MEP - STOREFRONT IGU GLASS PRODUCT DATA - FIRE ALARM SHOPS 5/27/2021 3. CABINETRY AT STORAGE +MANAGER'S • • • INCLUDES ALL MILLWORK IN BOH STORAGE AREA C. B.O.H SINK • • • __ (EXTERIOR STORES) a - GC PROVIDED MILLWORK z 4. BOH KITCHENETTE • • • 6. WATER HEATER • • • -- - DOORS AND HARDWARE 5. LAMINATE WALLS ® DIGITAL TOUCH SCREEN/ TV/ • • • G.0 TO PROVIDE BLOCKING 1. WATER METER • • • COORDINATE W/ LL IF (E) C) COMMUNITY WALL/ PERIMETER FIXTURES 8. DRINKING FOUNTAIN • • • -- 6. FITTING RM GLASS/ MIRROR PANELS • • • G.0 TO PROVIDE BLOCKING SUMMARY OF SUBMITTALS n 7. TRIAL ROOM GLASS/ MIRROR PANELS • • • G.0 TO PROVIDE BLOCKING 26. ELECTRICAL NO SCALE2 8. APPAREL RAIL • • • G.0 TO PROVIDE BLOCKING 1. CONDUIT AND DISTRIBUTION • • • IT LOW VOLTAGE W: WWW.CUSTOMSTOREFRONTS.COM 9. RESTROOM MIRROR • • • G.0 TO PROVIDE BLOCKING LERNER SOLUTIONS P: 913.890.7247 PELOTON 2 PANELS / IFS • • • SEE MEP C: KRISTEN THEOBALD, PROJECT MANAGER 10. WD SLAT CEILING (RESTRM/ SHOWER) • • • G.0 TO PROVIDE BLOCKING - E: ERICS@CUSTOMSTOREFRONTS.COM a GT TO PROVIDE BACKER BOARD & FRAMING J 3. INVERTERS • • • -- P: 646-688-4914 11. P LOGO SLAT WALL • • • AROUND THE P LOGO WALL wl 4. METER • (E) TO REMAIN, ADD AS REQUIRED E: KRISTEN@LERNERSOLUTIONS.COM DYSON HANDDRYER- SPECIAL PRICING WASHINGTON SQUARE MALL 5. LIGHTING -- AV LOW VOLTAGE DYSON PROFESSIONAL SPACE R05 07. THERMAL AND MOISTURE PROTECTION A. LIGHT SWITCHES & CONTROLS • • • PROVIDED BY CAPITOL LIGHTING PPI- PRESENTATION PRODUCTS INC C:ADAM FINN, US NATIONAL ACCOUNT 9374 S.W. WASHINGTON SQUARE 1. SHEET METAL FLASHINGS AND TRIM • • • -- B. SALES AREA LIGHTING U.O.N. • • • PROVIDED BY CAPITOL LIGHTING C: ZACH BAXTER, VP SALES & DESIGN MANAGER ROAD, o ( ) P: 212-584-4758 1330 WEST FULTON STREET, 5TH FLR TIGARD , OR 97223 2. FIRESTOPPING AND SMOKESEALS • • • -- C. F.O.H FIXTURE LIGHTING • • • PROVIDED BY CAPITOL LIGHTING E: ZBAXTER@PRESENTATIONPRODUCTS.COM CHICAGO, IL 60607 o 3. SEALANTS, CAULKING AND SEALS • • • -- D. BOH LIGHTING ) (U.O.N. • • • PROVIDED BY CAPITOL LIGHTING M: 312-919-2077 MILLWORKER ISSUE HISTORY 4. WATERPROOFING @ STOREFRONT • • • PATCH & REPAIR (E) IF DAMAGED OR MISSING E. EXTERIOR SIGNS AS READ • • • PROVIDED BY SIGNTECH EYELEVEL E: ADAM.FINN@DYSON.COM 01 PRELIMINARY LL RENEW 05.07.2021 w 5. WATERPROOF MEMBRANE • • • PRONDE AT ALL RESTROOM AND DRINKING FOUNTAIN, & 6' UP F. EXIT SIGNAGE • • • PROVIDED BY CAPITOL LIGHTING C: LAUREN LASSWELL, ACCOUNT MANAGER o2 ISSUE FOR PERMIT/ LL RENEW 05.24.2021 iE AT WALLS SURROUNDING WET AREAS. G. DECORATIVE LIGHT • • • PROVIDED BY CAPITOL LIGHTING E: LAUREN.LASSWELL@EYELEVEL.COM M: 503-724-3338 08. DOORS AND WINDOWS H. FX-1 AND FX-2 FIXTURE • • • LIGHTS AND DRIVER IN FIXTURE BY EYELEVEL T: 971-703-2093 3 Z 1. ENTRY DOOR, FRAMES & HARDWARE • • • -- I. FX-14 TRIAL LOUNGE SCREEN • • • LIGHTS AND DRIVER IN FIXTURE BY EYELEVEL LIGHTING N o 2. STOREFRONT GAZING do FRAME • • • _= J. FX-30 TRIAL, FIT RM MIRRORS • • • LIGHTING/REMOTE DRIVER BY CAPITOL LIGHTING CAPITOL LIGHT 0 CD? 3. DOORS, FRAMES & HARDWARE • • • K. FX-32 P- LOGO WALL • • • LIGHTING/REMOTE DRIVER BY CAPITOL LIGHTING C: BETHANY OUELLETTE, AREA OPERATIONS C-DCD ' 4. MW DOORS, FRAMES & HARDWARE • • • -- L. FX-35 BRAND INTRO SCREEN • • • LIGHTING/REMOTE DRIVER BY CAPITOL LIGHTING MANAGER 0 5. WALL AND CEILING ACCESS PANELS • • • AS SPECIFIED IN THE DRAWINGS 6. TELE/ DATA __ P: 860-520-2332 F: 860-560-8315 N 09. FINISHES A. CONDUIT/ PULL STRINGS • • • -- E: BETHANY.OUELLETTE@CAPITOLLIGHT.COM 1 W 1. METAL STUDS B. JACKS/FACEPLATES/TERMINATIONS • • • -- 1 o n A. TENANT DEMISING WALLS • -- C. CAT_ (DATA) • • • -- SIGNAGE PROJECT NUMBER B. INTERIOR PARTITIONS • • • WALL TYPES A, B, C, D, AND G D. ADD FOR DEMARC. TO SPACE • • • -- SIGNTECH 21003 _ C. FURRING • • • C:MELISSA SALTSGAVER SCALE -7. LOW VOLTAGE SYSTEMS ALL CAT# CABLING IS TO BE PROVIDED, PULLED, 4444 FEDERAL BLVD. SAN DIEGO, CA 92102 D. BACKING/STRAPPING • • • -- AND TAGGED BY THE GC. TERMINATED BY LERNER P: 619-398-1639 SHEET WILE E. GYPSUM BOARD OR CEMENT BOARD • • • -- A. AMPLIFIERS & SPEAKERS • • 1 • -- E: MSALTSGAVER@SIGNTECH.COM RESPONSIBILITY F. IN WALL BLOCKING • • • B. PEOPLE COUNTER / TIME CLOCK • • • WIRING BY GC, TERMINATION BY LERNER 5:1 G. IN WALL STRUCTURAL ELEMENTS • • • -- C. SECURITY ALARM DEVICES • • • WIRING BY GC, TERMINATION BY LERNER RECOMMENDED GC PROVIDED MILLWORK AND SCHEDULE 2. ACOUSTICAL TILE CEILINGS • • • CL-3 D. WIRELESS ANTENNA • • • WIRING BY GC, TERMINATION BY LERNER DOORS SHEET NUMBER a a 3. FOH GYPSUM BD. CEILINGS • • • 1 1 CL-1 E. SECURITY CAMERAS • • • WIRING BY GC, TERMINATION BY LERNER COMMERCIAL DOOR AND HARDWARE G005 4. NOT USED F. DATA JACKS, FACE PLATES & • • • WIRING BY GC, TERMINATION BY LERNER C: FRED ECKSTEIN, PRESIDENT 1 5. WOOD WALL BASE • • • B-1, B-2, B-3 PATCH CHANNELS 2784 NEWPORT HWY., SEVIERVILLE, TN. 37876 PROFESSIONAL SEAL N P: 865-429-8980 6. WOOD FLOORING • • • FL-1 8. I.T. / A.V. RACKS • • • WIRING BY GC, TERMINATION BY LERNER E: FRED@COMMERCIALDOORANDHARDWARE.COM D 7. METAL TRANSITION STRIPS • • • FL-7 9. FIRE ALARM SYSTEM • • • -- 0 8. DAMAGED MALL TILE • • • AS REQUIRED NOTE: CUSTOM STOREFRONTS INC. v 9LC5 . WOVEN VINYL FLOORING • • • FL-5 1) ALL CAT CABLING TO BE CAT6 MINIMUM C: ERIC VAIL w LOCHSTEPT,E y 10. PORCELAIN TILE FLOOR & BASE • • • FL-2, FL-3, FL-4 PROVIDED BY STONE SOURCE 2) REFER TO PPI RESPONSIBILITY SCHEDULE FOR GC LOW VOLTAGE VS AV/IT VENDOR RESPONSIBILITIES 1490 WEST IRONWOODS STREET pJ da � 3) REFER TO PPI DRAWINGS FOR AV WIRING DIAGRAMS, MOUNTING HEIGHTS, AND FIXTURE COORDINATION. OLATHE, KS 66061 • s RAMENTCA • NOTIFY ARCHITECT FOR CLARIFICATION OF ANY DISCREPANCIES BETWEEN DESIGN DOCUMENTS. ARI-1 4 � a 12. NEW MALL TILE • • • TO MATCH EXISTING SOF O RESPONSIBILITY SCHEDULE4 OWNER PROVIDED VENDORS 1 No scALE DIVISION ONE GENERAL REQUIREMENTS DIVISION ONE : GENERAL REQUIRYENTS (CONTINUED) DIVISION THREE CONCRETE DIVISION SIX: WOOD AND PLASTICS (CONTINUED) DIVISION SIX WOOD AND PlAM (CONTINUED) L O C H T E A R C H I T E C T U R A L G R O U P A. SCOPE OF WCFK* INCLUDES ALL MATERIALS, LABOR, EQUIPMENT, TOOLS, AND OPERATIONS NECESSARY 2. PRODUCT DATA: A. CONCRETE 4. PRODUCTS: 7D. WALL-MOUNTED ADJUSTABLE SHELVES SHALL BE FASTENED TO THE BRACKETS WITH SHIMS BETWEEN 1230 19TH ST. FOR THE FURNISHING AND INSTALLATION OF ALL ITEMS SHOWN ON THE DRAWINGS AND SPECIFIED ITEMS 2A. PROVIDE FOR EACH STOCK-MANUFACTURED ITEM. 1. SCOPE OF WORK: 4A. PROVIDE FIRE-RETARDANT TREATED MATERIAL FOR ANY FRAMING, 2X BLOCKING, PLYWOOD SHEATHING BOTTOM OF SHELF AND BRACKET AS REQUIRED TO PROVIDE A STABLE AND PLUMB HORIZONTAL SURFACE. HEREIN, EXCEPT FOR MATERIALS NOTED TO BE PROVIDED BY THE OWNER OR LANDLORD AND INSTALLED 2B. SUBMIT ENOUGH COPIES FOR ARCHITECT TO PROCESS AND RETAIN ONE COPY. ELECTRONIC COPIES 1A. PROVIDE NEW REINFORCED CURBS AT ALL FLOOR LEVEL WINDOW AS SPECIFIED ON THE AND MDF WHEN CONCEALED INSIDE PARTITIONS AND/OR FOR ANY FRAMING FOR MILLWORK/CASEWORK 7E. AFTER INSTALLATION, TOUCH UP SHOP APPLIED FINISHES TO RESTORE DAMAGED OR SOILED AREAS, SACRAMENTO, CA 95811 BY THE CONTRACTOR. SUBMITTED VIA EMAIL ARE ACCEPTABLE. ARCHITECT WILL RETURN SUBMITTALS VIA EMAIL. ARCHITECTURAL DRAWINGS. THAT CONSTITUTES A "WALL". ALL WOOD-BASED PRODUCTS AND MATERIALS REQUIRED TO BE WIPE FINISHED SURFACES TO REMOVE MARKS OF HANDLING, AND LEAVE IN PERFECT CONDITION. TELEPHONE: 916.502.8099 3. SHOP DRAWINGS: .iA. PROVIDE NEW SELF-LEVELING UNDERLAYMENT AS SHOWN ON THE DRAWINGS AND/OR AS REQUIRED FIRE-RETARDANT TREATED SHALL HAVE A MINIMUM CLASS A RATING FOR FLAME SPREAD (0-25) AS 7F. CASEWORK SHALL BE PROTECTED TO ENSURE THAT WORK WILL BE DONE WITHOUT DAMAGE OR B. DEF14110115'. FOR THE PURPOSES OF THIS CONTRACT, THE TERM "OWNER' SHALL REFER TO PELOTON 3A. PROVIDE FOR CUSTOM-FABRICATED PRODUCTS AND PRODUCTS NOT FULLY IDENTIFIED BY PRODUCT FOR INSTALLATION OF FINISHED FLOOR AND AS SPECIFIED HEREIN. EXCEPT WHERE•CHANGES INDETERIORATION AT TIME OF ACCEPTANCE. TENANT ONE PELOTON TESTED UNDER ASTM E84 (FOR 30 MINUTES) WITH NO FLAME PROGRESSION BEYOND 3200MM FROM THE THE TERM 'ARCHITECT" SHALL REFER TO LOCHTE ARCHITECTURAL GROUP, THE TERM 'CONTRACTOR' DATA. ELEVATION ARE SPECIFICALLY NOTED, THE INTENTION OF THE DRAWINGS IS THAT THE TOP OF FINISH CENTERLINE OF THE BURNER. EACH UNIT OF FIRE-RETARDANT TREATED MATERIAL SHALL BE MARKED IN 7G. INSTALL HARDWARE AND ADJUST FOR PROPER ALIGNMENT AND OPERATION. 125 W.25TH STREET,LITH FLOOR SHALL REFER TO THE GENERAL CONTRACTOR AND THE TERM 'LANDLORD" SHALL REFER TO MACERICH 38. SUBMIT THREE COPIES. ARCHITECT WILL RETURN ONLY ONE COPY TO THE CONTRACTOR, FROM WHICH FLOOR SHALL ALIGN THROUGHOUT THE STORE, REGARDLESS OF THE INDIVIDUAL THICKNESS OF EACH ACCORDANCE NTH IBC SEC7H. ANY EXPOSED SURFACES SHOWING TOOL MARKS, BRUISES OR IMPERFECTIONS OF ANY SORT SHALL BE NEW YORK,NY 10001 . UNLESS OTHERWISE IDENTIFIED IN LEASE DOCUMENTS. ADDITIONAL COPIES CAN BE REPRODUCED AT THE CONTRACTOR'S EXPENSE. ELECTRONIC COPIES SPECIFIED FLOOR FINISH. ALL EXISTING STRUCTURAL SLABS SHALL BE LEVELED BEFORE INSTALLATION OF REJECTED.2303.2.1, OR AS OTHERWISE ACCEPTABLE TO LOCAL AUTHORITIES. C: RYAN BADGER SUBMITTED VIA EMAIL ARE ACCEPTABLE. ARCHITECT WILL RETURN SUBMITTALS MA EMAIL. SPECIFIED FINISH FLOORING TO ENSURE PROPER ELEVATION AS WELL AS TO ENSURE A LEVEL SUBSTRATE 4B. WOOD IN CONTACT WITH THE CEILING PLENUM MUST BE FIRE RETARDANT TREATED AND SHALL HAVE 71. AT WET AREAS, COMPLETELY SEAL ALL PLASTIC LAMINATE OR MELAMINE EDGES TO PREVENT WATER E: ryan.badger@onepeloton.com 4. SAMPLES: SUITABLE TO INSTALLATION OF HIGH QUALITY FINISHES AND MILLWORK. LEVELED SUBSTRATE IS TO BE PENETRATION. C: DENICE BOCEK G COM CO)DIlON4 AIA DOCUMENT A201, 'GENERAL CONDITIONS OF THE CONTRACT FOR A MINIMUM FLAME SPREAD INDEX OF 25 AND A MAXIMUM SMOKE DEVELOPED INDEX OF 50 WHEN TESTED E: denice.booek@cek@c bre.com 4A. PROVIDE FOR EACH EXPOSED FINISH, MINIMUM DIMENSION V. REVIEWED BY AND ACCEPTED BY THE RELEVANT FLOORING INSTALLER PRIOR TO STARTING INSTALLATION CONSTRUCTION", SHALL GOVERN WORK. COPY AVAILABLE FROM AMERICAN INSTITUTE OF ARCHITECTS AT UNDER ASTM E84. EACH UNIT OF FIRE-RETARDANT TREATED MATERIAL SHALL BE MARKED IN LANDLORD 4C. PROVIDE ENOUGH COPIES FOR ARCHITECT TO PROCESS AND RETAIN TWO COPIES, BUT IN NO CASE OF ANY FINISH FLOORS. FLOORING INSTALLERS FAILURE TO DO SO REPRESENTS ACCEPTANCE OF THE DIVISION SEVEN: THERMAL AND MOISTURE PROTECTION MACERICH WWW.AIA.ORG. ACCORDANCE WITH IBC SEC. 2303.2.1, OR AS OTHERWISE ACCEPTABLE TO LOCAL AUTHORITIES. 11411NORTH TpTUMBLVD,FHIDENUCAzesoze LESS THAN THREE. SUBSTRATE.IB. PROVIDE CORING, CUTTING, PATCHING OF THE EXISTING SLAB AS REQUIRED TO INSTALL SPECIFIED A. WA�OOFIN�4C. INTERIOR PLYWOOD SHEATHING: PLYWOOD ATTACHED TO INTERIOR WALLS OR SURFACES WHICH ARE C:CHARLIE SIROKMAN D. BOD$ AM INSURANCE R 00iS1RIlC110N FACIJIES FLOOR RECESSED DEVICES SUCH AS ELECTRICAL BOXES, DOOR CLOSERS, ETC. NOT IN CONCEALED SPACES, AS WAINSCOTS ON WALLS OR AS BACKING FOR TELEPHONE OR ELECTRICAL 1. SCOPE OF WORK: PROVIDE AND INSTALL ALL WATERPROOFING AS INDICATED HERE AND IN THE E:CHARLENE.SIROKMAN@MACERICH.COM 1. TENANT SHALL EMPLOY ONLY CONTRACTORS LICENSED AND WORKABLE IN PORTLAND, OR AND SHALL 1. PROVIDE TEMPORARY FACILITIES AS REQUIRED FOR COMPLETION OF WORK. EXISTING FACILITIES MAY BE iC. PROVIDE NEW CONCRETE BLEND DOWN RAMPS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN EQUIPMENT TO BE SHOP GRADE BIRCH PLYWOOD. DRAWINGS: T:602.953.6377 REQUIRE ITS CONTRACTOR TO PROVIDE LABOR AND MATERIAL PAYMENT, AND PERFORMANCE BONDS. USED AS ALLOWED BY OWNER. CLEAN ALL FACILITIES DAILY OR AS REQUIRED. 4D. WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FlR CONFORMING TO THE SUBMIT PROOF OF BONDABILITY TO OWNER UPON REQUEST. AWPB LP-2 STANDARD. WOOD EMBEDDED IN CONCRETE OR EARTH SHALL BE PRESSURE TREATED TO THE 1A. UNLESS OTHERWISE NOTED ON THE DRAWINGS (SEE SHEET A110) OR BY THE TENANT CRITERIA, 2. CONTRACTOR SHALL MAINTAIN ON-SIZE (OR IN REASONABLE PROXIMITY) EQUIPMENT AS NECESSARY AWPB LP-22 STANDARD. 2. PRODUCTS: INSTALL FLUID-APPLIED WATERPROOF MEMBRANE BENEATH FLOOR FINISHES AT EMPLOYEE KITCHEN, TOILET 2. INSURANCE: AS REQUIRED BY OWNER. CONTACT LANDLORD'S REPRESENTATIVE FOR ADDITIONAL FOR FACILITATING SMOOTH AND EXPEDIENT COMMUNICATION NTH OTHER MEMBERS OF THE PROJECT TEAM. 2A. PORTLAND CEMENT-BASED, SELF-LEVELING CONCRETE UNDERLAYMENT TO BE ARDEX K-15 4E. ALL LUMBER SHALL BE AIR OR KILN DRIED TO A MOISTURE CONTENT NOT LESS THAN 7% AND NOT ROOMS AND ELSEWHERE AS INDICATED ON THE DRAWINGS AND/OR MAY BE REQUIRED BY THE TENANT ARCHITECT LOCHTE ARCHITECTURAL GROUP USE FOR UNDERLAYMENT INFORMATION ON INSURANCE REQUIREMENTS AND CLARIFICATIONS (SEE PROJECT DIRECTORY ON COVER THIS SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A.) TELEPHONE; B.) COMPUTER WITH SELF-LEVEUNG UNDERLAYMENT AS MANUFACTURED BY ARDEX INC. MORE THAN 19% CRITERIA. 1230 19TH ST. HIGH-SPEED INTERNET CONNECTION; C.) DIGITAL CAMERA. INSTALLATIONS BETWEEN FEATHEREEDGE TO 1 J- MAXIMUM DEPTH. 4F. FASTENERS TO BE GALVANIZED TYPE AT PRESSURE TREATED WOOD; PROVIDE WASHERS FOR NUTS iB. INSTALL EXTERIOR WATERPROOF MEMBRANE BENEATH STONE WALL PANELS AND OTHER VERTICAL WALL SACRAMENTO,CA 95811 . SHEET FOR CONTACT). 2B. PORTLAND CEMENT-BASED, TROWELABLE CONCRETE UNDERLAYMENT TO BE ARDEX SD-P T:916.502.8099 INSURANCE TO INCLUDE THE FOLLOWING UNLESS OTHERWISE SPECIFIED BY LANDLORD OR OWNER. AND BOLTS. SURFACES AS INDICATED IN THE DRAWINGS. 2A. WORKMEN'S COMPENSATION AS REQUIRED BY FLORIDA STATE'S BUILDER'S RISK INSURANCE (ALL ARDEX INC.TCH SELF-DRYING,FAST SETTING CONCRETE UNDERLAYMENT PATCH AS MANUFACTURED BY C: Ssekar SEKAR 4G. PRESSURE TREAT ALL WOOD IN ROOFING, CONCRETE, OR AREAS SUBJECT TO MOISTURE. S TEMPORARY BARRICADES: E: s.sekar@lochteag.com 1. CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING A BARRICADE OF HEIGHT, EXTENT AND4H. NAILS SHALL BE COMMON WIRE. WHERE WOOD TENDS TO SPLIT, REPLACE MEMBER AND PRE-DRILL 2. PRODUCTS: C: BLAKE THOMAS PHYSICAL LOSS). 2C. GYPSUM CEMENT UNDERLAYMENT TO BE GYP-CRETE 2000/3.2K BY MAXXON CORPORATION. USE FOR HOLES. 2A. UNLESS OTHERWISE NOTED ON THE DRAWINGS, FLUID-APPLIED WATERPROOF MEMBRANE TO BE 2B. COMMERCIAL GENERAL LIABILITY: =1,000,000 EACH OCCURRENCE AND :3,000,000 ANNUAL RESPONSIBLE SPECIFIED ON THE CONSTRUCTION BARRICADE DRAWING. THE CONTRACTOR ST BE E: b.thomas@lochteag.com RESPONSIBLE FOR PROVIDING A FINISH SURFACE ON THE BARRICADE, SUITABLE AS THE SUBSTRATE FOR UNDERLAYMENT INSTALLATIONS BETWEEN X�' MINIMUM AND 3" MAXIMUM DEPTH. 41. FIRE-RETARDANT TREATED PLYWOOD SHEATHING: WHERE PLYWOOD SHEATHING IS INDICATED ASA LAl1CRETE 9235 WATERPROOF MEMBRANE SYSTEM, MANUFACTURED BY LATICREIE INTERNATIONAL. (OR MErs AGGREGATE BODILY INJURY AND PROPERTY DAMAGE; $3,000,000 ANNUAL AGGREGATE PERSONAL INJURY. SUBSTRATE FOR INTERIOR WALL FINISHES (STONE) USE FIRE-RETARDANT TREATED WOOD AS SPECIFIED IN APPROVED EQUAL) SrnucTuau THORSON BAKER+ASSOCIATES THE OWNER'S GRAPHIC. IN THE EVENT THAT A BARRICADE HAS BEEN PROVIDED BY THE MALL 3030 W.STREETSBORO 2C. PREMISES OPERATIONS: SAME LIMITS AS ABOVE. TA All 3.INS LL ON. SECTION 4A ABOVE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY MODIFICATIONS REQUIRED TO THE BARRICADE TO FACIUTATE 2B. EXTERIOR VERTICAL WATERPROOF MEMBRANE SELF-ADHESIVE, RUBBERIZED ASPHALT/POLYETHYLENE RICHFIELD,OH 44286 2D. INDEPENDENT CONTRACTORS PROTECTIVE: SAME LIMITS AS ABOVE. 3A. INSTALL ALL UNDERLAYMENT PRODUCTS IN FULL ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 4J. FIRE-RETARDANT TREATED PLYWOOD FOR EXTERIOR USE: WHERE PLYWOOD SHEATHING IS INDICATED DELIVERY OF MATERIALS OR OTHERWISE FOR THE PURPOSES OF COMPLETING THE WORK INDICATED IN THE WATERPROOFING MEMBRANE FOR AIR AND VAPOR BARRIER APPLICATIONS. WR GRACE PERM-A-BARRIER T: 330.659.8668 2E. PRODUCTS AND COMPLETED OPERATIONS: SAME LIMITS AS ABOVE (TO BE MAINTAINED FOR TWO DRAWINGS. CONTRACTOR SHALL COORDINATE WiTH THE LANDLORD FOR MODIFICATIONS TO THE BARRICADE 3B.SUBFLOOR TO BE THOROUGHLY CLEANED, PROPERLY PRIMED AND PREPARED IN STRICT ACCORDANCE AS A SUBSTRATE FOR EXTERIOR WALL FINISHES, PROVIDE PLYWOOD SHEATHING UL FIRE-RETARDANT WALL MEMBRANE, OR APPROVED EQUAL. C: BRYAN MELVIN YEARS AFTER FINAL PAYMENT). AND/OR WORK TO BE PERFORMED OUTSIDE OF THE BARRICADE. NTH MANUFACTURER'S INSTRUCTIONS. TREATED WITH TREATMENT WHICH YIELDS A FLAME SPREAD OF NOT MORE THAN 25 WHEN TESTED IN E: b.meivin@thoraonbaker.com 2F. CONTRACTUAL LIABILITY: SAME LIMITS AS ABOVE. 3C. SEAL ALL AREAS THAT RECEIVE GLUE DOWN FLOOR FINISHES IN ACCORDANCE WITH SPECIFICATIONS CONFORMANCE WITH ASTM E 84, CONFORMS TO AWPA C 27 FOR EXTERIOR TYPE, AND HAS 2G. COMPREHENSIVE AUTOMOBILE LIABILITY INSURANCE: $1,000,000 BODILY INJURY EACH OCCURRENCE 1 ��� AND EQIAPIEHI OF THE FLOOR UNDERLAYMENT MANUFACTURER. ANY FLOOR AREAS WHERE THE SURFACE HAS BEEN SUCCESSFULLY PASSED A RAIN TEST CONFORMING TO ASTM D 2898. KILN DRY AFTER TREATMENT TOA 3. INSTALLATION: AND $3,000,000 ANNUAL AGGREGATE, $3,000,000 PERSONAL INJURY ANNUAL AGGREGATE, AND DAMAGED SHALL BE CLEANED AND SEALED REGARDLESS OF FLOOR FINISH TO BE USED. WHERE FLOOR MAXIMUM MOISTURE CONTENT OF 15% 3A. FLOORS: $1,001. MATERIALS AND EQUIPMENT SHALL F NEW AND TYPE INTENDED FOR USAGE INDICATED. LIKE FINISH MANUFACTURERS REQUIRE SPECIAL ADHESIVE OR INSTALLATION SYSTEMS, THEIR REQUIREMENTS 1. PRIOR TO COMMENCING WORK, CONTRACTOR SHALL REVIEW LANDLORD'S GUIDELINES FOR 2H. 0 ,000 PROPERTY DAMAGE EACH OCCURRENCE. COMPONENTS SHALL BE BY ONE MANUFACTURER AND COMPONENT PARTS SHALL BE INTERCHANGEABLE. SUPERSEDE THESE RECOMMENDATIONS. 5. INSTALLATION: INSTALLLATION OF 21. UMBRELLA EXCESS LIABILITY: $1,000ON OVER PRIMARY INSURANCE WITH A $10,0000MPLETED RETENTION. 3D. FOLLOW THE RESPECTIVE FLOOR FINISH MANUFACTURERS' RECOMMENDATIONS FOR RELATIVE HUMIDITY 5A. PLYWOOD SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF WATERPROOFING AT INTERIOR WET-LOCATION SPACES. PROPER CARE SHALL BE TAKEN BY THE 21. TENANT'S BUILDER'S RISK INSURANCE ON AN ALL RISK' FORM WRITTEN ON A COMPLETED VALUE 2. WORKMANSHIP: COMPLY WITH INDUSTRY STANDARDS, EXCEPT WHEN MORE STRINGENT TOLERANCES ARE REQUIREMENTS. WHEN MANUFACTURER DOES NOT HAVE A RELATIVE HUMIDITY REQUIREMENT, REFER TO THE SHEATHING. CONTRACTOR TO ASSURE THAT THE MINIMUM REQUIREMENTS OF THESE GUIDELINES ARE MET. BASIS AS REQUIRED. REQUIRED BY THE CONTRACT DOCUMENTS. RELATIVE HUMIDITY GUIDE(S) FROM THE MANUFACTURER OF THE UNDERLAYMENT. 58. ALL NAIUNG NOT SPECIFICALLY CALLED OUT ON THE PLANS SHALL BE PER THE BUILDING CODE. 2. INSTALL OVER CLEAN, DRY AND FLAT SURFACES ONLY. PRE-TREAT TRANSITIONS, CRACKS AND 3. PERFORM WORK BY PERSONS QUALIFIED TO PRODUCE WORKMANSHIP OF SPECIFIED QUALITY. 3E. ALL CRACKS IN THE SUBFLOOR SHALL BE REPAIRED TO MINIMIZE TELEGRAPHING THROUGH THE 5C. PROVIDE 2X SOLID BLOCKING AND BACKING FOR MILLWORK, CASEWORK, DISPLAY FIXTURES, BATHROOM SURFACE IMPERFECTIONS WITH MANUFACTURER'S RECOMMEND LATEX FORTIFIED THIN-SET MATERIAL AND UNDERLAYMENT. ACCESSORIES AND SIMILAR ITEMS ATTACHED TO WALLS AND CEILINGS. REINFORCING MESH. EXTEND MEMBRANE 8' MINIMUM UP ADJOINING VERTICAL SURFACES AND A MINIMUM E COORDINATION: 3F. DO NOT INSTALL CONCRETE UNDERLAYMENT ON SUBFLOORS BELOW 50 DEGREES FAHRENHEIT. 5D. DO NOT NOTCH BEAMS, JOISTS, OR STUDS UNLESS OTHERWISE NOTED OR APPROVED BY ARCHITECT. 4. SECURE PRODUCTS IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED TO WITHSTAND OF 2' BEYOND THE EDGE OF COUNTERS CONTAINING SINKS UNLESS OTHERWISE INDICATED IN THE 1. COORDINATE THE WORK of VARIOUS TRADES. 5E. MACHINE BOLTS AND ANCHOR BELTS SHALL CONFORM TO ASTM A-307. PROVIDE WASHERS UNDER 2. COOPERATE WITH LANDLORD WHEN SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING STRESSES, VIBRATION, AND RACKING. ALLOW FOR EXPANSION AND BUILDING MOVEMENT AS REQUIRED. HEAD AND NUT WHERE BEARING IS AGAINST WOOD. BOLT HOLES IN WOOD SHALL BE 1/16' LARGER THAN LANDLORD'S GUIDELINES. . ACCESS, AND BUILDING FACILITIES. VERIFY ALL WORK REQUIRED TO BE PERFORMED ON PREMIUM TIME; NO BOLT SIZES. NUTS SHALL BE TIGHTENED WHEN PLACED AND RE-TIGHTENED BEFORE CLOSING IN. 38. WALLS: 5. MANUFACTURED ITEMS: TRANSPORT, HANDLE, STORE, PROTECT, AND INSTALL MANUFACTURED ITEMS IN EXTRAS HILL BE ALLOWED. DIVISION FOUR MASONRY 5F. WHERE PLYWOOD IS SPECIFIED AS A SUBSTRATE MATERIAL FOR WATERPROOFING MEMBRANES, REFER 1. NEW MEMBRANE IS TO BE APPROPRIATELY LAPPED AND TIED INTO EXISTING WATERPROOFING TO 3. DO NOT DISRUPT OPERATIONS IN ADJACENT AREAS. STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TO DIVISION 7 AND TO THE REQUIREMENTS OF THE WATERPROOF MEMBRANE MANUFACTURER FOR CREATE A CONTINUOUS, WEATHERTIGHT BARRIER. 4. THE INSTALLER OF EACH MAJOR UNIT OF WORK SHALL INSPECT THE SUBSTRATE TO RECEIVE THE WORK A. MASONRY. PREPARATION OF SUBSTRATE SURFACE. 2. TIE INTO ALL NEW AND EXISTING FLASHINGS AS NECESSARY. AND THE CONDITIONS SHALL BE REPORTED TO THE CONTRACTOR AND WORK SHALL PROCEED UNTIL THE 6. SHOULD CONFLICTS EXIST BETWEEN CONSTRUCTION AND MANUFACTURER'S INSTRUCTIONS, NOTIFY 3. ALL NEW WORK SHALL COMPLY WITH THE MANUFACTURER'S STANDARD DETAILS AND INSTALLATION UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. ARCHITECT PRIOR TO PROCEEDING. 1. SCOPE OF WORK: PROVIDE AND INSTALL NEW BRICK AND CMU EXTERIOR WALLS AS SHOWN ON THE B. FiNISH CARPENTRY AND MILLWORK: INSTRUCTIONS. 7SUBSTITUTIONS: ARCHITECTURAL AND STRUCTURAL DRAWINGS AT NEW INFILL AREAS AND AS REQUIRED TO PATCH/REPAIR F. 00t1.ICiS . EXISTING FACE BRICK. 1. SCOPE OF WORK: FINISH CARPENTRY AND MILLWORK INCLUDES CARPENTRY WORK WHICH IS IN THE 1. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 7A. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, SUBSTITUTIONS WILL BE CONSIDERED IF SALES AREAS, INCLUDING FITTING ROOMS. ALL SUCH WORK AS DESCRIBED ABOVE IS TO BE PROVIDED BY B. BUILDING WSULA110N: 2. VERIFY DIMENSIONS AND CONDITIONS AT JOBSITE. SUBMITTED IN WRITING TO THE ARCHITECT FOR APPROVAL. SUBSTITUTIONS SHALL COME TO THE 2• PRODUCTS: THE OWNER'S MILLWORK CONTRACTOR (MWC) AND INSTALLED BY THE GC UNDER THE SUPERVISION OF THE 1. SCOPE OF WORK: PROVIDE AND INSTALL INSULATION AS SHOWN ON THE DRAWINGS AND AS SPECIFIED 3. NOTIFY ARCHITECT OF CONFLICTS OR DISCREPANCIES IN THE CONTRACT DOCUMENTS, BEFORE ARCHITECT ACCOMPANIED BY A 'SUBSTITUTION REQUEST FORM' WHICH SHALL CLEARLY STATE THE 2A. BRICK TO MATCH SIZE AND PATTERN OF EXISTING INSTALLATIONS. GROUT JOINTS AT NEW WORK TO MWC. HEREIN. PROCEEDING WITH WORK. SHOULD A CONFLICT OCCUR IN OR BETWEEN THE DRAWINGS AND THE REASON FOR THE PROPOSED SUBSTITUTION. PRECISELY ALIGN WITH EXISTING WORK, TO MATCH COLOR AND DEPTH OF EXISTING GROUT JOINTS SPECIFICATIONS, THE CONTRACTOR SHALL COMPLY WITH THE ARCHITECT'S INTERPRETATION. 7B. CONTRACTOR SHALL INVESTIGATE PROPOSED PRODUCT AND DETERMINE IF IT IS EQUIVALENT TO THAT 2B. SEE STRUCTURAL DRAWINGS FOR REQUIREMENTS FOR NEW CONCRETE MASONRY UNITS. 2. CONTRACTOR RESPONSIBILITY: 2. STANDARDS: APPROVED SPECIFIED. 2A. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE DIRECTLY WITH THE MWC TO OBTAIN Macerich TC G FIELD 0199ERINR / 3. INSTALLATION: INSTALL MASONRY TO MATCH EXISTING ADJACENT WORK PRECISELY FOR A UNIFORM AND MILLWORK SHOP DRAWINGS, SCHEDULE DELIVERY OF MILLWORK ITEMS AND INSTLLATION OF SUCH AND 2A. FLAME SPREAD/SMOKE DEVELOPED RATINGS: 7C. INCLUDE COST AND/OR TIME BENEFITS FOR SUBSTITUTIONS. FAILURE TO INCLUDE COST OR TIME 5/27/2021 PROVIDE FIELD ENGINEERING SERVICES AS REQUIRED; ESTABLISH GRADES, LINES AND LEVELS BY USE OF BENEFIT IS JUSTIFICATION FOR REJECTION. SEAMLESS MATCH OF OLD TO NEW. INSTALL STAINLESS STEEL KEYS BETWEEN NEW AND EXISTING OBTAIN DIMENSIONAL AND COORDINATION INFORMATION NECESSARY FOR ADJACENT CONTRACTOR 1. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR BARRIERS OR BREATHER PAPERS RECOGNIZED ENGINEERING SURVEY PRACTICES. LOCATE AND PROTECT CONTROL AND REFERENCE POINTS. 7D. ARCHITECT SHALL BE THE JUDGE OF ACCEPTABILITY AND RESERVES RIGHT TO REJECT PROPOSED MASONRY AS RECOMMENDED BY STANDARD PRACTICE. PROVIDE WATERPROOFING AND/OR FLASHING OVER CONSTRUCTION. INSTALLED W/IN FLR-CLNG ASSEMBLIES, ROOF-CLNG ASSEMBLIES, WALLS, ATTICS OR CRAWL SPACES, SUBSTITUTION BASED ON INSUFFICIENT INFORMATION. NEW CMU TO MATCH EXISTING CONSTRUCTION AND TO PROVIDE A WATERTIGHT CONDITION BETWEEN NEW 28. INSTALLATION OF MILLWORK IS TO BE AS DIRECTED BY THE MWC. SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 450 OR H. PERIODIC IDI MEN' AND M71111M AND EXISTING WORK. LESS. 1. REMOVE DEBRIS CAUSED BY OR RESULTING FROM OPERATIONS AS WORK PROGRESSES. 8. CONTRACTOR TO PROVIDE CERTIFICATE OF UNDERWRITER'S LABORATORY FLAME SPREAD FINISHES AND 2. CONTRACTOR SHALL PROMDE DOCUMENTATION AS REQUIRED BY LOCAL INSPECTION AGENCY TO 2. APPLY PROTECTIVE COVERING ON INSTALLED WORK WHERE REQUIRED TO PROTECT FROM DAMAGE OR MATERIALS AS REQUIRED BY LOCAL AGENCIES AND APPLICABLE CODES. VERIFY COMPLIANCE 'NTH THE ABOVE REFERENCED STANDARDS. DETERIORATION. MAINTAIN INSTALLED WORK AS REQUIRED THROUGH THE REMAINDER OF THE CONSTRUCTION PERIOD TO ENSURE OPERABILITY AT PROJECT COMPLETION. 9. CONTRACTOR SHALL PROVIDE ICC REPORTS FOR MATERIALS/INSTALLATIONS TO BE USED OR OTHER DIVISION FIVE METALS DIVISION SIX' WOOD AND PLASiIS 3. SUBMITTALS: SUBMIT MANUFACTURER'S PRODUCT DATA, INSTALLATION INSTRUCTIONS, USE LIMITATIONS 3. TAKE ALL REASONABLE PRECAUTIONS DURING THE DURA11ON OF THE WORK TO AVOID DAMAGE OR DOCUMENTS AS MAY BE REQUIRED BY INSPECTORS OR LOCAL BUILDING DEPARTMENTS. AND RECOMMENDATIONS FOR EACH MATERIAL USED. PROVIDE CERTIFICATIONS THAT MATERIALS COMPLY DELETERIOUS EXPOSURE TO THE WORK FROM UNPROTECTED STORAGE, THEFT, VANDALISM, AND IMPROPER U. Omlw X11: A. STRUCTURAL STEEL.' C. CASEWOPo(: THIS SECTION APPLIES TO ITEMS DETAILED AND SPECIFIED WITHIN THE DRAWINGS AS WITH STANDARDS. 0 SHIPPING OR HANDLING. 1. NOTIFY OWNER AND ARCHITECT WHEN WORK IS SUBSTANTIALLY COMPLETE. SUBMIT LIST OF ITEMS TO REFER TO STRUCTURAL ENGINEERING DRAWINGS/SPECIFICATIONS FOR REQUIREMENTS BACK OF HOUSE CASEWORK AND TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. BE COMPLETED TO OWNER AND ARCHITECT, WHO WiLL REVIEW AND SUPPLEMENT LIST WITH ITEMS FOR STRUCTURAL STEEL. 4. PRODUCTS: ,L CUTTING AND PATCWQ CONSIDERED TO BE INCOMPLETE OR UNACCEPTABLE BASED ON A SITE INSPECTION WITH THE CONTRACTOR. 1. SCOPE OF WORK: PROVIDE NEW STEEL BEAMS, CHANNELS, ANGLES, HANGERS, AND DECK PER 1. SCOPE OF WORK: THE WORK THAT INCLUDES THE FURNISHING AND INSTALLING OF CASEWORK AS P E L O T O N CUT AND FIT COMPONENTS FOR ALTERATION OF EXISTING WORK AND INSTALLATION OF NEW WORK. PATCH STRUCTURAL ENGINEER'S DETAILS AS REQUIRED TO FRAME NEW OPENINGS. SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. ACCURATE FIELD VERIFICATION OF DIMENSIONS IS THE 4A. THERMAL INSULATION: UNFACED FIBERGLASS BATT INSULATION, OWENS-CORNING OR EQUAL, WITH DISTURBED AREAS TO MATCH ADJACENT MATERIALS AND FINISHES. CUTTING HOLES IN LANDLORD 2. FINAL CLEANING: AT COMPLETION OF WORK OR PRIOR TO OWNER MOVE IN, EMPLOY SKILLED WORKERS RESPONSIBILITY OF THE CASEWORK MANUFACTURER. REFER TO STONE SECTION ELSEWHERE FOR STONE R VALUE AS SPECIFIED ON THE DRAWINGS. INSTALLED FLOOR, SLABS, WALLS OR ROOF IS PROHIBITED UNLESS WRITTEN APPROVAL IS PROVIDED BY FOR FINAL CLEANING, INCLUDING GLASS, GLOSSY SURFACES, FLOORS, AND FINISHES. PERFORM THE WORK 2. SUBMITTALS: PROVIDE SHOP DRAWINGS OF ALL STRUCTURAL STEEL ITEMS PRIOR TO FABRICATION. FINISHES THAT ARE PART OF CASEWORK. 4B. ACOUSTICAL INSULATION BLANKET: ASTM C665 3 1/2' OR 3 5/8" THICK UNFACED GLASS-FIBER OR WASHINGTON SQUARE MALL THE LANDLORD. UNDER THIS SECTION SO AS TO KEEP AFFECTED PORTIONS OF THE BUILDING AND SITE NEAT, CLEAN, AND MINERAL-FIBER FRICTION-FIT TYPE. SPACE R05 ORDERLY. UPON COMPLETION OF THE WORK UNDER THIS SECTION, REMOVE IMMEDIATELY ALL SURPLUS 3. PRODUCTS: 2. STANDARDS: CASEWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE STANDARDS MATERIALS, RUBBISH, AND EQUIPMENT ASSOCIATED WITH OR USED IN THE PERFORMANCE OF THIS WORK. 3A. SEE STRUCTURAL ENGINEER'S DETAILS AND SPECS. FOR DESIGNATIONS OF NEW STEEL FRAMING ESTABLISHED IN THE THIRD EDITION OF THE 'MANUAL OF MILLWORK' OF THE WOODWORK INSTITUTE OF 5. INSTALLATION: 9374 S.W. WASHINGTON SQUARE K. CODES AND STADA DS: FAILURE TO PERFORM SUCH CLEANUP OPERATIONS WITHIN 24 HOURS OF NOTICE BY THE ARCHITECT OR MEMBERS. CALIFORNIA (NAC), OR THE AQUI "ARCHITECTURAL WOODWORK QUALITY STANDARDS"; CUSTOM GRADE; 5A. GENERAL: PER MANUFACTURER'S RECOMMENDATIONS, AS SHOWN AND SPECIFIED. INSTALL INSULATION ROAD, i. COMPLY WITH CODE REQUIREMENTS FOR CONSTRUCTION. INFORM ARCHITECT OF DISCREPANCIES LANDLORD SHALL BE CONSIDERED ADEQUATE GROUNDS FOR HAVING THE WORK DONE BY OTHERS AT THE 3B. STRUCTURAL STEEL FABRICATION: COMPLY WITH AISC °SPECIFICATION FOR THE DESIGN, FABRICATION FLUSH OVERLAY TYPE. CONTINUOUSLY WITHOUT GAPS AND VOIDS; BUTT TIGHTLY AT JOINTS. TIGARD , OR 97223 OBSERVED OR NOTED BY OTHERS. CONTRACTOR'S EXPENSE. AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITIONS. 2. COMPLY WITH STANDARDS REFERENCED, EXCEPT WHEN MORE STRINGENT REQUIREMENTS ARE REQUIRED 3. CERTIFICATION: WIC CERTIFICATION IS NOT REQUIRED; OWNER RESERVED RIGHT TO CONTRACT WITH WIC 5B. INSTALL INSULATION WHERE REQUIRED AT ROOF PENETRATIONS TO ENSURE CONTINUITY Of EXISTING BY CODE. THE DATE OF THE STANDARD IS THAT IN EFFECT AS OF THE DATE ON THE DRAWINGS, EXCEPT 3. MANUALS: PROVIDE PROJECT RECORD DOCUMENTS, MATERIAL, FINISH DATA, OPERATION/INSTRUCTION 4. INSTALLATION: FOR CERTIFICATION QUALITY AIS QUESTIONABLE. ROOF INSULATION. ISSUE HISTORY WHEN OTHERWISE INDICATED. MANUALS, WARRANTIES, AND BONDS AT PROJECT COMPLETION. SUBMIT BOUND IN 8 %r' X 11" THREE-RING 4A. CONNECTIONS SHALL BE AS SHOWN IN THE STRUCTURAL ENGINEER'S STANDARD DETAILS. 5C. THERMAL INSULATION: INSTALL AT ALL EXTERIOR WALLS AND ELSEWHERE AS REQUIRED AND AS 3. CONTRACTOR TO COMPLY WITH ALL LANDLORD REQUIREMENTS. SEE TENANT HANDBOOK PROVIDED BY BINDER WITH DURABLE PLASTIC COVERS. ARRANGE IN CSI FORMAT SIMILAR TO SPECIFICATIONS. 4B. ERECT STRUCTURAL STEEL WITH PROPER EQUIPMENT AND QUALIFIED RIGGERS. 4. SUBMITTALS: INDICATED ON THE DRAWINGS. 02 ISSUE FOR PERMIT/ LL REVIEW_ 05.24.2021 LANDLORD. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY OF THE TENANT HANDBOOK 4A. PROMDE SHOP DRAWNGS FOR ALL CUSTOM FABRICATED CASEWORK ITEMS PRIOR TO FABRICATION. 5D. ACOUSTIC INSULATION: INSTALL IN ALL SHAFT WALL PARTITIONS, ALL TOILET ROOM WALLS AND FROM THE LANDLORD AND TO INCLUDE ANY PROVISIONS FOUND IN THE TENANT HANDBOOK WITHIN THE 4, INSTRUCTION: INSTRUCT OWNER IN OPERATION, ADJUSTMENT, AND MAINTENANCE OF EQUIPMENT AND 4B. SUBMIT SAMPLES OF ALL FINISH MATERIALS. ELSEWHERE AS INDICATED ON THE DRAWINGS � 4C. SUBMIT CUTSHEETS FOR ALL CABINET HARDWARE TO BE UTILIZED. CONTRACT PRICE. CHANGE ORDERS WILL NOT BE CONSIDERED BASED ON RESTRICTIONS/REQUIREMENTS SYSTEMS, USING OPERATION AND MAINTENANCE DATA AS BASIS OF INSTRUCTION. B. MISCELLANEOUS METAL: - _0 IMPOSED BY THE TENANT CRITERIA THAT WERE NOT INCLUDED IN THE CONTRACT PRICE. 1. SCOPE OF WORK: PROVIDE AND INSTALL ALL MISCELLANEOUS METAL WORK AS SHOWN IN THE G F1ASM AND SINEET METAL- r-i5. PRODUCTS: 5. WARRANTY OF CONSTRUCTION: DRAWINGS AND SPECIFIED HEREIN 0 5A. MATERIAL: 3/4" MEDIUM DENSITY FIBERBOARD; FINISH VARIES, SEE FINISH SCHEDULE ON THE N L lESl11Q SA. THE CONTRACTOR SHALL WARRANT THAT THE WORK PERFORMED UNDER THIS CONTRACT CONFORMS PENETRATIONS, EXTERIOR DOOR AND 'INDOW HEADS, AND AT ANY OTHER LOCATIONS WHERE REQUIRED TO CD PROVIDE TESTING AS REQUIRED BY SPECIFICATIONS AND BY APPLICABLE CODES. CONTRACTOR TO VERIFY TO THE CONTRACT REQUIREMENTS AND IS FREE OF ANY DEFECTS OF EQUIPMENT, MATERIALS, DESIGN 2. PRODUCTS: DRAWINGS. PREVENT WATER INTRUSION INTO BUILDING. PROVIDE AND INSTALL SEALANTS USED IN CONJUNCTION WITH ALL REQUIRED SPECIAL INSPECTIONS AND DEPUTY INSPECTIONS PRIOR TO START OF CONSTRUCTION. FURNISHED, OR WORKMANSHIP BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS OR SUPPLIERS. 2A. FASTENERS, ANCHORS, INSERTS, PLUGS, AND LIKE ITEMS REQUIRED FOR THE INSTALLATION OF 5B. ADHESIVE: PHENOL, RESORCINOL, OR MELAMINE BASE, FS MMM-A-181-B; TYPE, GRADE AND CLASS FLASHING. cl- 5B. SUCH WARRANTY SHALL CONTINUE FOR A PERIOD OF ONE YEAR, IN THE CASE Of FLASHINGS AND PRODUCTS SHOWN ON THE DRAYANGS OR OTHERWISE SPECIFIED SHALL BE GALVANIZED IRON OR BEST SUITED FOR THE INTENDED USE. NI M. PERMM SKYLIGHTS TEN YEARS, IN THE CASE OF STOREFRONT COMPONENTS (INCLUDING GLASS) FIVE YEARS, AND STAINLESS STEEL. 5C. HARDWARE: 2. STANDARDS: ALL SHEET METAL AND FLASHING WORK TO COMPLY WITH THE RECOMMENDATIONS OF THE cv FINISH AT EXPOSED HARDWARE: SATIN STAINLESS STEEL I CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR COMPLETION OF WORK. OWNER SHALL PAY FOR N THE CASE OF WATERPROOFING AND ROOFING, TWO YEARS, FROM THE DATE OF FINAL ACCEPTANCE OF 2B. FASTENERS EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL ONLY. FOLLOWING STANDARDS: rl-) THE WORK. UNDER THIS WARRANTY, THE CONTRACTOR SHALL REMEDY AT HIS OWN EXPENSE ANY SUCH BACK PRIME ALL MATERIAL. HINGES: H-SERIES (FULL OR HALF) OVERLAY BY HAFELE OR EQUAL. A. SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION ($MAGNA) PERMITS. C=) SHELF SUPPORTS: 5 MM DIAMETER STAINLESS STEEL SHELF PINS. N FAILURE OR DEFECT IN THE WORK. 'ARCHITECTURAL SHEET METAL MANUAL", 3RD EDITION. 5C. MANUFACTURER'S GUARANTEES OR WARRANTIES STILL IN EFFECT SHALL BE GIVEN TO THE OWNER AT 3. INSTALLATION: MISCELLANEOUS METAL ITEMS SHALL BE INSTALLED IN ACCORDANCE WiTH THE DRAWER SLIDES: SIDE MOUNTED, FULL EXTENSION TYPE, SELF-RETRACTING, HEAVY DUTY, WHITE. B. NATIONAL ROOFING CONTRACTORS' ASSOCIATION (NRCA ROOFING AND WATERPROOFING MANUAL', ARRANGEMENTS SHOWN ON THE DRAWINGS AND PER STANDARD CONSTRUCTION PRACTICE. ADJUSTABLE SHELF BRACKETS: SURFACE MOUNT 85 DOUBLE SLOT WHITE STANDARDS BY KNAPE & VOGT ) " THE EXPIRATION OF THE GUARANTEE PERIOD SPECIFIED ABOVE. C. CRIN VITAL METAL' WITH 185 WHITE BRACKETS 3RD EDITION. E N. W= BY OTHERS DIVIM TWO: 97EWOiI(/bENOIJTION 1. CONTACT THE LANDLORD FOR WORK REQUIRED TO BE PERFORMED BY THEIR SPECIFIED A. SELECTIVE DEMOLITION: NA 3. PRODUCTS: PROJECT NUMBER 6. FABRICATION: Z10O3 SUBCONTRACTORS. 3A. MINIMUM GAUGE AT ALL SHEET METAL FLASHING TO BE 24 GAUGE, UNLESS OTHERWISE NOTED IN THE i.� N STEEL STARS: 6A. MAKE JOB MEASUREMENTS AS REQUIRED FOR PROPER FABRICATION HI THE WORK. scALE 1A. ALL NEW ROOFING, FLASHING, COUNTER FLASHING, AND ROOFING REPAIRS SHALL BE PERFORMED BY 1. REMOVE EXISTING CONDITIONS AS SHOWN ON PLANS, TAKING CARE TO PROTECT ADJACENT WORK TO DRAWINGS, OR WHERE A REAMER GAUGE IS RECOMMENDED BY THE REFERENCED STANDARDS. _ THE LANDLORD'S ROOFING CONTRACTOR AT TENANT'S EXPENSE. REMAIN. IF THE CONTRACTOR HAS ANY QUESTION ON THE EXTENT OF ITEMS TO REMAIN, HE SHALL NA 68. PROVIDE SHOP DRAWINGS OF ALL CASEWORK FOR APPROVAL BY ARCHITECT, PRIOR TO FABRICATION. 6C. CABINET DESIGN: AS SHOWN ON THE DRAWINGS. 38. LEAD FLASHING TO BE FOUR POUND (1/16') LEAD WITH 6 % TO 7% ANTIMONY CONTENT. 0 18. CONTRACTOR SHALL ENGAGE THE LANDLORD'S DESIGNATED FIRE PROTECTION SUCONTRACTOR(S) FOR NOTIFY THE ARCHITECT AND REQUEST A CLARIFICATION BEFORE PROCEEDING. SHEET TITLE E 6D. M.D.F. DOORS AND DRAWER FACES: TOTAL FINISHED THICKNESS 3/4" MIN. ALL CABINETS SHALL HAVE 0 PROVISION OF DESIGN AND INSTALLATION OF ALL SPRINKLER, FIRE ALARM AND SUPRESSION SYSTEMS AS PLYWOOD OR HARDBOARD BACKS. 4. INSTALLATION: REQUIRED FOR THIS PROJECT. 2. PROVIDE BRACING AND SUPPORT AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF PORTIONS OF DIVISION SIX WOOD AND PLASTICS 4A. DO NOT START SHEET METAL WORK UNTIL SUBSTRATE CONDITIONS ARE SATISFACTORY TO RECEIVE EXISTING BUILDING TO REMAIN. 6E. CABINET FINISH: SPECIFICATIONS 2. COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR WORK TO BE PERFORMED BY AN OWNER WORK. VENDOR. CONTRACTOR IS RESPONSIBLE FOR COORDINATION BETWEEN ALL TRADES AND OWNER VENDORS. A. ROUP{ CARPENTRY 1. LOW DENSITY PLASTIC LAMINATE, SEE FINISH SCHEDULE IN THE DRAWINGS. 48, PROTECT DISSIMILAR METALS SUBJECT TO GALVANIC CORROSION FROM CONTACT WITH EACH OTHER 3. COORDINATE UTILITY INTERRUPTIONS IF NECESSARY, WITH UTILITY COMPANY, LOCAL AUTHORITIES, 2. CABINET AND DRAWER INTERIORS TO HAVE WHITE MELAMINE FINISH. 6F. WORK COUNTERTOPS: .050 INCH HIGH-PRESSURE PLASTIC LAMINATE ON 3/4" PLYWOOD; USE MARINE AND FROM OTHER SURFACES WHICH CAUSE CORROSION OF METAL. 7D P. ITEMS PROVIDED BY OWNER: LANDLORD, AND NEIGHBORING PROPERTIES. PROVIDE TEMPORARY SERVICES If REQUIRED. 1. SCOPE OF WORK: ROUGH CARPENTRY, COMPLETE, AS SHOWN AND SPECIFIED. 4C. ALLOW FOR MOVEMENT OF COMPONENTS WITHOUT CAUSING BUCKLING, FAILURE OF JOINT SEALS, 1A. ROUGH CARPENTRY FRAMING, BLOCKING, CURBS, CANTS, EDGINGS, GROUNDS, NAILERS, FURRING, GRADE PLYWOOD AT ALL COUNTERS AT WET AREAS SHEET NUMBER 1. OWNER-SUPPLIED FINISHES AS SPECIFIED ON SHEETS G005 AND A151 SHALL BE FURNISHED BY THE UNDUE STRESS ON FASTENERS OR OTHER DETRIMENTAL EFFECTS, WHEN SUBJECTED TO 100 YEAR 0 4. ASBESTOS: STRAPPING, SHEATHING, ETC, REQUIRED FOR ALL TRADES. 6G. ADJUSTABLE SHELVES INSIDE CABINETS SHALL BE SUPPORTED BY SHELF PINS ADJUSTABLE AT 1-1/2" OWNER AND INSTALLED BY THE CONTRACTOR. (CONTRACTOR SHALL PROVIDE OWNER WITH ORDERING SEASONAL TEMPERATURE RANGES. F_ 4A. IF EXISTING MATERIALS ARE KNOWN TO CONTAIN ASBESTOS, REMOVE, HANDLE, STORE, AND DISPOSE 1B. PLYWOOD SHEATHING AT WALLS, AS INDICATED. IN 5MM SYSTEM HOLES DRILLED IN CABINET ENDS. UNLESS OTHERWISE NOTES, ALL SHELVES TO BE 3/4' 4D. USE CONCEALED FASTENERS, CONTINUOUS CLEATS, EXCEPT WHERE SPECIFICALLY APPROVED BY S P01 REQUIREMENTS AND REQUIRED DELIVERY DATES). CONTRACTOR SHALL COORDINATE FOR ANY OTHER OF AS REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY, OSHA, AND ALL OTHER APPLICABLE 1C. PLYWOOD BACKING PANELS FOR ELECTRICAL AND TELEPHONE WORK. MDF WITH PLASTIC LAMINATE FINISH. ARCHITECT. E EQUIPMENT OR MATERIALS THAT ARE OTHERWISE SPECIFIED IN THESE DOCUMENTS. CODES AND ORDINANCES. 1D. OTHER USUAL ITEMS OF NORMAL ROUGH CARPENTRY WORK INDICATED ON THE DRAWINGS OR 6H. ADJUSTABLE WALL-MOUNTED SHELVES SHALL BE SUPPORTED BY SURFACE MOUNTED STANDARDS AND 4E. HEM EXPOSED EDGES ON UNDERSIDE °. PROFESSIONAL SEAL 4B. IF EXISTING MATERIALS ARE SUSPECTED OF CONTAINING ASBESTOS, NOTIFY THE ARCHITECT AND DO NECESSARY FOR THE PROPER COMPLETION OF THE PROJECT, EVEN THOUGH NOT SPECIFICALLY MENTIONED ADJUSTABLE BRACKETS. UNLESS OTHERWISE NOTED, ALL SHELVES TO BE 3/4' MDF WITH PLASTIC 4F. INSTALL SEALANTS WERE REQUIRED TO PREVENT WATER PENETRATION. O, S�T(AIA NOT PROCEED WITH REMOVAL AND DISPOSAL UNTIL DIRECTED BY THE ARCHITECT. HEREIN. LAMINATE FINISH; FIXED SHELVES TO BE INSTALLED AS INDICATED IN THE DRAWINGS. 4G. COMPLETED INSTALLATION SHALL BE FREE OF RATTLES OR NOISES DUE TO THERMAL AND AIR D ARe MOVEMENT AND WAND WHISTLES. 1. CONTRACTOR SHALL RENEW AND APPROVE SUBMITTALS PRIOR TO SUBMITTING TO THE ARCHITECT FOR 5. PROVIDE ALL NECESSARY TEMPORARY ENCLOSURES, BARRICADES AND FENCES TO ADEQUATELY 2. WORK SPECIFIED ELSEWHERE: CASEWORK, FINISHED CARPENTRY 7. INSTALLATION: ��" o APPROVAL. PROTECT PERSONS FROM POSSIBLE INJURY DUE TO DEMOLITION OPERATIONS. 7A. INSTALL CABINETWORK PLUMB AND LEVEL. SHIM AS NECESSARY WITH CONCEALED SHIMS. ACCURATELY 5. WARRANTY: PROVIDE TEN (10) YEAR WARRANTY FOR CORRECTING FAILURE OF METAL FLASHING TO �� � N 1A. INFORM ARCHITECT IN WRITING AT THE 11ME OF SUBMISSION OF ANY PROPOSED DEVIATIONS FROM 3. STANDARDS: COMPLY WITH REQUIREMENTS OF AMERICAN INSTITUTE OF UMBER CONSTRUCTION (AITC), SCRIBE AND CLOSELY FIT ALL FACEPLATES, FILLER STRIPS, AND TRIM STRIPS TO IRREGULARITIES OF RESIST PENETRATION OF WATER AND DAMAGE FROM WIND. (� STEPHEN � REQUIREMENTS OF THE CONTRACT DOCUMENTS. 6. ITEMS TO BE SALVAGED SHALL BE REMOVED IN THE MOST CAREFUL MANNER POSSIBLE TO AVOID LOCAL AUTHORITIES, AND THE CONVENTIONAL CONSTRUCTION, PROVISIONS OF THE BUILDING CODE, UNLESS ADJACENT SURFACES. LOCHT,E ('� N 1B. SUBMITTAL BY THE CONTRACTOR REPRESENTS THAT FIELD MEASUREMENTS, FIELD CONSTRUCTION DAMAGES. DETAILED OTHERWISE. 76. FASTEN CABINETS TO FLOOR AT TOE SPACE AND ELSEWHERE AT 24 INCHES ON CENTER MAXIMUM. H > CRITERIA, MATERIALS, CATALOG NUMBERS, AND SIMILAR DATA HAVE BEEN DETERMINED BY CONTRACTOR 7C. SECURE CABINETS TO WALLS WITH SCREWS PENETRATING STUDS OR BLOCKING AS LEAST 2 INCHES. • RAMENTO,CA • o AND THAT EACH HAS BEEN CHECKED AND COORDINATED NTH REQUIREMENTS. 7. SEE DRAWINGS FOR ADDITIONAL REQUIREMENTS RELATED TO DEMOLITION WORK. :�Rb 1C. REVIEW OF SUBMITTALS SHALL BE FOR DESIGN CONCEPT ONLY AND SHALL NOT BE CONSTRUED AS V>a ARI-13364 6 APPROMNG DEPARTURES FROM CONTRACT DOCUMENTS. B. SITE UTILITIES: EXISTING UTILITIES ARE TO REMAIN. CARE SHALL BE TAKEN TO AVOID DISRUPTING `Y o UTILITY LINES WHEN PERFORMING WORK. OF O 0 0 . a DIVISION SEVEN: THERMAL AND MOISTURE PROTECTION (CONTINUED) DIVISION EIGHT: DOORS AND WNDOWS (CONTINUED) DIVISION ENGIRT: DOORS AND Ii OM (CONTINUED) DIVISION EIGHT. DOORS NO VMDM (CONTINUED) DIVISION WE- FIWSHES (CONTINUED) L 0 C H T E A R C H I T E C T U R A L G R O U P D. FIRESMPPING: 5. INSTALLATION: 4E. FURNISH SCREWS FOR INSTALLATION OF ALL HARDWARE ITEMS; PROVIDE PHILLIPS FLAT HEAD SCREWS, 5. FABRICATION/INSTALLATION: 4D. CEILING SUSPENSION SYSTEMS: T. 1. SCOPE OF WORK: PROVIDE FIRESTOPPING AS REQUIRED TO MAINTAIN EXISTING FIRE RATING AT 5A. SET FRAMES ACCURATELY IN POSITION, PLUMBED, ALIGNED AND BRACED SECURELY UNTIL PERMANENT LION. FINISH AT EXPOSED SCREWS TO MATCH HARDWARE FINISH. 5A. FABRICATE GLASS TO SIZES AND THICKNESSES INDICATED ON THE DRAWINGS WITH EDGE CLEARANCES 1. SECURE HANGERS TO STRUCTURAL SUPPORT BY CONNECTING DIRECTLY TO STRUCTURE WHEREVER 1230 19TH A 95811 DEMISING WALL AND/OR PROPERTY UNE WALL, INCLUDING SMOKE PENETRATION RESISTANCE, AT ALL ANCHORS ARE SET. AFTER WALL CONSTRUCTION IS COMPLETED, REMOVE TEMPORARY BRACES AND 4F. HINGES: PROVIDE NUMBER OF HINGES INDICATED, BUT NOT LESS THAN 3 HINGES PER DOOR LEAF FOR AND TOLERANCES AS RECOMMENDED BY THE GLAZING MANUFACTURER. POSSIBLE. OTHERWISE CONNECT TO INSERTS, CUPS O TELEPHONE: 916.5022.809.809 9 OTHER ANCHORAGE DEVICES OR FASTENERS. SACRAMENTO, . PENETRATIONS, CONSTRUCTION JOINTS AND PERIMETER JOINTS WHERE FIRE OR SMOKE RESISTANCE IS SPREADERS LEAVING SURFACES SMOOTH AND UNDAMAGED. INSTALL FIRE-RATED FRAMES IN ACCORDANCE DOORS 90' OR LESS IN HEIGHT, AND ONE ADDITIONAL HINGE FOR EACH ADDITIONAL 30' OF HEIGHT. 58. INSTALL WATERTIGHT AND AIRTIGHT. PROVIDE GLASS AND GLAZING PRODUCED, FABRICATED AND 2. SPACE MAIN RUNNERS AT 4'-0' O.C., MAXIMUM, AND SPACE HANGERS AT 4'-O' O.C., MAXIMUM, 5 EXISTING AND/OR SPECIFIED ON THE DRAWINGS. WITH NFPA STANDARD 80. 4G. HINGE PINS: PROVIDE AS FOLLOWS: INSTALLED TO WITHSTAND NORMAL TEMPERATURE CHANGES, WAND LOADING AND IMPACT LOADING (WHERE ALONG RUNNERS, UNLESS OTHERWISE NOTED. LEVEL MAIN RUNNERS TO A TOLERANCE OF 1.40 IN 12'-O". 56. FIT DOORS ACCURATELY IN FRAMES. PLACE FIRE-RATED DOORS WITHIN CLEARANCES AS SPECIFIED IN APPLICABLE), WITHOUT FAILURE, INCLUDING LOSS OR BREAKAGE OF GLASS, FAILURE OF SEALANTS OR WIRE TIE OR CUP FURRING MEMBERS TO MAIN RUNNERS AND TO OTHER STRUCTURAL SUPPORTS. TENANT ONE PELOTON STEEL HINGES: STEEL PINS 125 W.25TH STREET,11TH FLOOR 3. ATTACH PERIMETER WALL TRACK OR AN WHEREVER P RT M M F 2. SUBMITTALS: MANUFACTURERS PRODUCT DATA INDICATING PRODUCT COMPLIANCE WITH EACH NFPA STANDARD 80. GASKETS TO REMAIN WATERTIGHT AND AIRTIGHT, DETERIORATION OF GLASS MATERIALS AND OTHER ANGLESUPPORT SYSTEM MEETS VERTICAL SURFACES. PERFORMANCE CRITERIA SPECIFIED HEREIN, AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5C. IMMEDIATELY AFTER ERECTION, SAND SMOOTH ANY RUSTED OR DAMAGED AREAS OF PRIME COAT AND EXTERIOR DOORS/REAR SERVICE ENTRY DOORS: NON-REMOVABLE PINS DEFECTS IN THE WORK. 4. SPACE FURRING MEMBERS AT 16' O.C., MINIMUM, UNLESS OTHERWISE NOTED. INSTALL AUXILLIARY NEW YORK,NY 10001 INTERIOR DOORS: NON-RISING PINS SC. CLEAN AND TRIM EXCESS GLAZING MATERIALS FROM GLASS AND STOPS OF FRAMES PROMPTLY AFTER FRAMING AT OPENINGS FOR LIGHT FIXTURES AND SIMILAR ITEMS, AS REQUIRED TO SUPPORT BOTH GYPSUM C: RYAN BADGER APPLY TOUCH UP OF COMPATIBLE AIR-DRYING PRIMER, LEAVING DOORS READY FOR FINISH PAINTING. BPS: FLAT BUTTON AND MATCHING PLUG INSTALLATION, AND ELIMINATE ANY STAINS OR DISCOLORATONS. GLAZING TO BE FIELD CLEANED BY BOARD ASSEMBLY AND OTHER WORK. E: DENICEryan.badger@onepeloton.mm 3. PRODUCTS: FIRESTOPPING AND SEALANT AS APPROPRIATE TO THE SPECIFIC CONDITION AND AS 5D. SEE PAINTING SECTION OF DIVISION 9 FOR FINISHING REQUIREMENTS. c: DENICE BocEK NECESSARY TO MAINTAIN THE MINIMUM FIREPROTECTION REQUIREMENT OF THE ADJOINING ASSEMBUES. SECHECK AND ADJUST OPERATING FINISH HARDWARE ITEMS, LEAVING DOORS AND FRAMES UNDAMAGED 4H. LOCKSETS AND KEYS: ALL LOCKSETS TO BE "BEST"; NO SUBSTITUTIONS. LEVERS. PULLS, CROSS PAINTERS PRIOR TO PAINTING. E: denice.bocek@cbre.cem . CONFORM TO ASTM E814-88: STANDARD TEST METHOD FOR TESTS OF THROUGH-PENETRATION FIRESTOPS. AND IN COMPLETE AND PROPER OPERATING CONDITION, BARS, ETC. TO BE MOUNTED AT 36" AFF, LION. DOORS TO BE KEYED USING BEST 'KEY CORE- SYSTEM; 5D. REMOVE AND REPLACE ANY GLASS WHICH IS BROKEN, CHIPPED, CRACKED, ABRADED OR DAMAGED IN 4E. CEILING ACCESS PANELS: LANDLORD OTHER WAYS DURING THE CONSTRUCTION PERIOD. 1. VERIFY CEILING OPENINGS ARE DIMENSIONED CORRECTLY TO RECEIVE DOORS. MACERICH ALL KEYS AND CORES TO HAVE VISUAL KEY CONTROL; PROVIDE NICKEL SILVER KEYS ONLY. FURNISH 3 11411 NORTH TATUM BLVD,PHOEND(AZ85028 E SEALANTS AND CMXM KEYS FOR EACH LOCK. 2. INSTALL CEILING ACCESS DOORS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTION. C:CHARLIE SIROKMAN 1. SCOPE OF WORK: PROVIDE AND INSTALL SEALANTS AND CAULKING AS SHOWN ON THE DRAWINGS AND EL WOOD DOORS AND FRAMES 3. INSTALL METAL ACCESS PANELS WHERE REQUIRED; SEE PAINTING SECTION, DIVISION 9, FOR FINISH E:CHARLENE.SIROKMAN@MACERICH.COM AS OTHERWISE REQUIRED TO PREVENT WATER INFILTRATION INTO BUILDING. DIVISION NINE FINISHES PAINTING. T:602.953.6377 1. SCOPE OF WORK: PROVIDE AND INSTALL METAL DOORS AND FRAMES AS INDICATED AND SCHEDULED IN L STRIKES: PROVIDE MANUFACTURER'S STANDARD WROUGHT IRON BOX STRIKE FOR EACH LATCH OR LOCK BOLT WITH CURVED UP EXTENDED TO PROTECT FRAME. PROVIDE EXTENDED LIP STRIKES WHERE 4F. ACCESSORIES: 2. PRODUCTS: DRAWINGS. SEE STOREFRONT SECTION FOR STOREFRONT REQUIREMENTS. SEE FINISH HARDWARE SECTION A. GYPSUM BOARD REQUIRED TO PROTECT FRAME OR TRIM FROM DAMAGE FROM LATCH BOLT. 1. INSTALL METAL CORNER BEADS AT ALL EXTERNAL CORNERS OF GYPSUM BOARD WORK. 2A. CAULK: DAP OR CO ACRYLIC LATEX CAULKING COMPOUND PRIMER AND BACKUP: AS BELOW FOR RELATED WORK. C. CLOSERS: SIZE DOOR CLOSERS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR SCOPE OF WORK: FURNISH AND INSTALL NEW GYPSUM BOARD WALLS AND CEILINGS AS SHOWN IN THE 2• INSTALL METAL EDGE TRIM WHEREVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED. ARCHITECT LOCHTE ARCHITECTURAL GROUP RECOMMENDED BY MANUFACTURER, COMPATIBLE WITH CAULK AND SEALANTS. DRAWINGS AND SCHEDULES, INCLUDING INSTALLATION OF METAL SUPPORT SYSTEMS AND INCLUDING JOINT 2B. GLAZING SEALANT: BY GLAZING MANUFACTURER, DOW CORNING CORPORATION 1795 EXCEPT WHERE 2. STANDARDS: SIZE/WEIGHT OF DOOR, EXPOSURE TO WEATHER AND FREQUENCY OF USE. TAPE AND COMPOUND TREATMENT. 3. INSTALL L-TYPE TRIM WHEREVER GYPSUM BOARD IS TIGHTLY ABUTTED TO OTHER WORK. 1230 19TH ST. STRUCTURAL SILICONE SEALANT WOULD BE REQUIRED. 1. EXPOSED CLOSERS TO BE PAINTED TO MATCH ADJACENT DOOR AND TRIM FINISH. SACRAMENTO,CA 95811 2C. SILICONE SEALANT: DOW CORNING CORPORATION 790 2A. WOOD PANEL DOORS: COMPLY WITH SECTION 1400 `STILE AND RAIL DOORS' OF THE 4G. FINISHING: FINISH PANELS TO LEVELS INDICATED BELOW, ACCORDING TO ASTM C 840, FOR 7:916.502.6099 1 2. FLOOR RECESSED PIVOT CLOSERS TO BE AS INDICATED ON THE DRAWINGS. PROVIDE WITH 2. STANDARDS: C: SRUTHI SEKAR 2D. FIRE-RATED PRODUCTS: ARCHITECTURAL WOODWORK QUALITY STANDARDS" (A"). TERRAllO PANS TO RECEIVE STONE FINISH TO MATCH ADJACENT FLOOR FINISH. PROVIDE WITH 2A. CONFORM TO ASTM C754 AND GYPSUM ASSOCIATION GA-216 STANDARDS AND RECOMMENDATIONS, LOCATIONS INDICATED: E: s.sekar@lochteag.cem 1. FLAMMADUR E-473, HIGH STRENGTH, NONSHRINK, INORGANIC FILLER AT RIGID ASSEMBLIES. 2B. WOOD FLUSH DOORS: COMPLY WITH SECTION 1300 "ARCHITECTURAL FLUSH DOORS" OF THE EXTENDED SPINDLES AS REQUIRED TO ACCOMMODATE CUSTOM DETAILS/FLOOR FINISH THICKNESS. 2B. FIRE-RATED CONSTRUCTION: COMPLY WITH UNDERWRITERS LABORATORIES CERTIFIED FIRE TESTS AND C: BLAKE THOMAS 2. FLAMMADUR A-107, WATER BASED, NON-TOXIC CAULK AT FLEXIBLE ASSEMBLIES. "ARCHITECTURAL WOODWORK QUALITY STANDARDS" (AM). 4K. THRESHOLDS: IF NOT SPECIFICALLY SCHEDULED ON DRAWINGS, PROVIDE PEMKO XXX, NOT LESS THAN APPLICABLE CODE REQUIREMENTS. ALL GYPSUM BOARD TO BE FIRE-TAPED. 1. LEVEL 1: EMBED TAPE AT JOINTS IN CEILING PLENUM AREAS, CONCEALED SPACES AND UNLESS A E: b.thomas@lochteag.com 3. MINIMUM F AND T RATINGS: TO MATCH FIRE-RATING OF ASSEMBLY BEING PENETRATED (1 HOUR 2C. FIRE-RATED WOOD DOORS AND FRAMES: ASSEMBLIES TO COMPLY WITH ASTM E152, AND SHALL BE HIGHER LEVEL OF FINISH IS REQUIRED FOR FIRE-RATED AND/OR SOUND-RATED ASSEMBLIES. MEra WIDTH Of DOOR FRAME, FORMED TO ACCOMMODATE CHANGES IN FLOOR ELEVATION, WITH 1/2° MAXIMUM smucTusu THORSON BAKER+ASSOCU\TES MINIMUM). LABELED AND LISTED FOR RATINGS INDICATED BY UL OR OTHER TESTING AND INSPECTION AGENCY RISE. FABRICATE TO ACCOMMODATE DOOR HARDWARE AND TO FIT DOOR FRAMES. 3. PRODUCTS: 2. LEVEL 2: EMBED TAPE AND APPLY SEPARATE FIRST COAT OF JOINT COMPOUND TO TAPE, AVAILABLE THROUGH: FLAMMADUR CORPORATION, P.O. BOX 2731, LA JOLLA, CA 92038, (619) 551-1236. ACCEPTABLE TO LOCAL AUTHORITIES. 3A. METAL FRAMING: FASTENERS, AND TRIM FLANGES WHERE PANELS ARE SUBSTRATE FOR TILE OR ACOUSTICAL TILE. RICH FI LD,OH 44286 4M. PROVIDE CONTINUOUS WEATHERSTRIPPING AT THE EDGE OF EVERY EXTERIOR DOOR LEAF AND 1. GENERAL: WITH EACH TYPE OF FRAMING REQUIRED, PROVIDE MANUFACTURER'S STANDARD STEEL 3. LEVEL 3: EMBED TAPE AND APPLY SEPARATE FIRST AND FILL COATS OF JOINT COMPOUND TO RICHFIELD,OH 44286 2D. GLAZED WOOD DOORS: N/A CONTINUOUS SMOKE SEAL AT ALL FIRE RATED DOOR FRAMING ASSEMBLIES. T: 330.659.6688 2E. BUTYL SEALANT: TREMCO OR APPROVED EQUAL. 2E. POCKET DOOR AS SPECIFIED IN THE HARDWARE SCHEDULE. TRACKS, BLOCKING, LINTELS, CLIP ANGLES, SHOES, REINFORCEMENTS, FASTENERS, AND ACCESSORIES AS TAPE, FASTENERS, AND TRIM FLANGES. C: BRYAN MELVIN 2F. MATERIALS SHALL BE FREE FROM IMPURITIES AND DEFECTS AND SHALL BE THE PRODUCTS OF ONE RECOMMENDED BY THE MANUFACTURER FOR THE INTENDED APPLICATION. ALL FRAMING COMPONENTS TO 4. LEVEL 4: EMBED TAPE AND APPLY SEPARATE FIRST, FILL AND FINISH COATS OF JOINT COMPOUND E: b.melvin@thomonbaker.cem MANUFACTURER INSOFAR AS PRACTICAL. ALL MATERIALS SHALL BE COMPATIBLE FOR USE WITH THE 2F. BARN DOOR AS SPECIFIES IN THE HARDWARE SCHEDULE. 5. HARDWARE SCHEDULE: SEE DRAWINGS FOR HARDWARE SCHEDULE AND LOCATIONS OF HARDWARE HAVE GALVANIZED FINISH. TO TAPE, FASTENERS, AND TRIM FLANGES AT PANEL SURFACES THAT WILL BE EXPOSED TO MEW, UNLESS MATERIALS AND SURFACES WITH WHICH THEY ARE IN CONTACT. GROUPS, VERIFY WITH FIELD CONDITIONS. 2. MANUFACTURERS: WESTERN METAL LATH, KNORR STEEL FRAMING SYSTEMS, ANGELES METAL NOTED TO HAVE A HIGHER FINISH LEVEL. 3. SUBMITTALS: SUBMIT MANUFACTURER'S PRODUCT DATA, INSTALLATION INSTRUCTIONS, USE LIMITATIONS SYSTEMS, OR EQUAL. USE MANUFACTURER'S PUBUSHED SPAN-TABLES FOR EACH STUD TYPE TO 5. LEVEL 5: EMBED TAPE AND APPLY SEPARATE FIRST, FILL AND FINISH COATS OF JOINT COMPOUND 3. INSTALLATION: AND RECOMMENDATIONS FOR EACH MATERIAL USED. PROVIDE CERTIFICATIONS THAT MATERIALS COMPLY 6. INSTALLATION: DETERMINE APPROPRIATE GAUGE FOR SPECIFIED STUD SIZE. LISTED GAUGES ARE MINIMUMS-HEAVIER TO TAPE, FASTENERS, AND TRIM FLANGES, AND APPLY SKIM COAT OF JOINT COMPOUND OVER ENTIRE 3A. SURFACES TO RECEIVE SEALANT OR CAULK SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S WITH REQUIREMENTS. PROVIDE SHOP DRAWINGS FOR ALL WOOD DOORS AND FRAMES FOR ARCHITECT'S 6A. SET ALL HARDWARE ITEMS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE GAUGES SHOULD BE USED WHEN NECESSARY FOR THE REQUIRED SPAN. SURFACE AT ALL AREAS WITHIN THE SALES AREA. RECOMMENDATIONS AND SHALL BE COMPLETELY DRY AND CLEANED OF ALL DIRT, DUST, MORTAR, OIL AND APPROVAL PRIOR TO FABRICATION. THE ATTACHMENT SUBSTRATE AS REQUIRED FOR PROPER INSTALLATION AND OPERATION. 3. INTERIOR FRAMING: NON-BEARING "CEE" TYPE WITH PUNCHED WEBS AND FLANGES NOT LESS THAN 1 E ACOUSTICAL CENJNGS OTHER FOREIGN MATTER THAT WOULD IMPAIR THE PRODUCT INSTALLATION OR ADHERENCE. 6B. SET THRESHOLDS FOR EXTERIOR DOORS IN FULL BED OF BUM RUBBER OR POLYISOBUTYLENE MASTIC 3/8' WIDE; 20-GAUGE, UNLESS OTHERWISE REQUIRED, AND 3 5/8" DEEP, UNLESS OTHERWISE SHOWN. 3B. SEALANT OR CAULK SHALL BE APPLIED BY PRESSURE GUN EQUIPPED WITH PROPER SIZED NOZZLE TO 4. PRODUCTS: SEALANT. 4. EXTERIOR FRAMING: NON-BEARING "CEE" TYPE WITH PUNCHED WEBS AND FLANGES NOT LESS THAN SCOPE OF WORK: FURNISH AND INSTALL NEW SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON PROVIDE A CONTINUOUS, SMOOTH, SOLID BEAD, FILLING ALL VOIDS AND JOINTS. "HERE USING PRESSURE 4A. ACCEPTABLE MANUFACTURERS INCLUDE CAL-WOOD, WEYERHAUSER OR APPROVED EQUAL OBTAIN 6C. WHERE CUTTING OR FITTING IS REQUIRED TO INSTALL HARDWARE ON SURFACES WHICH ARE TO BE 1 3/8' WIDE; 16-GAUGE, UNLESS OTHERWISE REQUIRED, AND 3 5/8' DEEP, UNLESS OTHERWISE SHOWN. DRAWINGS AND AS SPECIFIED. GUN IS IMPRACTICAL, PROPER HAND TOOLS SHALL BE USED TO PRODUCE SIMILAR RESULTS. FEATHERING ALL WOOD DOORS FROM A SINGLE MANUFACTURER TO ENSURE UNIFORMITY IN QUALITY AND APPEARANCE PAINTED OR FINISHED IN THE FIELD, REMOVE, STORE AND REINSTALL HARDWARE AFTER FINISHING WORK IS 5. TRACK: STEEL SHEET CHANNEL WITH UNPUNCHED WEBS AND FLANGES NOT LESS THAN 1 1/2` JOINTS WILL NOT BE ALLOWED. OF CONSTRUCTION. COMPLETED PER DIVISION 9. DO NOT INSTALL SURFACE MOUNTED ITEMS UNTIL FINISHES HAVE BEEN WIDE. SAME DEPTH AND FINISH AS INTERFACING METAL STUDS. 16-GAUGE UNLESS OTHERWISE SHOWN. 2. SUBMITTALS: 3C. SEALED JOINTS ON FLUSH SURFACES AND AT INTERNAL CORNERS SHALL BE NEATLY FILLED AND 4B, INTERIOR FLUSH WOOD DOORS: SOLID CORE, PAINT-GRADE BIRCH OR MDF FACES; AN OR WIC COMPLETED ON THE SUBSTRATE. 6. COMPENSATION CHANNEL: STEEL SHEET CHANNEL WITH UNPUNCHED WEBS AND 1 1/4. WIDE FULLY POINTED WITH TOOLS DESIGNED FOR SUCH PURPOSES. ALL EXPOSED SEALANT SHALL BE FREE OF / LIMITATIONS PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA,USED. INSTALLATION C ITIICATIONS USE WRINKLES AND UNIFORMLY SMOOTH. AREAS NOT TO BE SEALED AND AREAS ADJACENT TO THOSE TO BE CUSTOM GRADE. 6D. CLEAN ADJACENT SURFACES SOILED BY HARDWARE INSTALLATION. FLANGES. SAME FINISH AS INTERFACING METAL STUDS. THROAT DIMENSION AS REQUIRED FOR TRACK TO LIMITATIONS AND RECOMMENDATIONS FOR EACH MATERIAL USED. PROVIDE CERTIFICATIONS THAT SEALED SHALL BE PROTECTED BY MASKING FROM STAINS, MARKS, OR OTHER DAMAGE. 4C. FIRE-RATED DOORS: SOLID CORE (MANUFACTURER'S STANDARD CORE CONSTRUCTION TO PROVIDE 6E. ADJUST AND CHECK ALL HARDWARE ITEMS AFTER INSTALLATION TO ENSURE PROPER OPERATION OR NEST INSIDE. 16-GAUGE UNLESS OTHERWISE SHOWN. MATERIALS COMPLY WTH REQUIREMENTS. 3D. SEAL PENETRATIONS OF FIRE-RATED WALL OR FLOOR-CEILING ASSEMBLIES NTH FIRE-RATED INDICATED FIRE RESISTANCE RATING); FACES AND GRADE TO MATCH NON-RATED DOORS IN SAME AREA FUNCTION OF DOORS. REPLACE ITEMS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY 7. FURRING CHANNELS: ROLL FORMED 20-GAUGE GALVANIZED STEEL, HAT-SHAPED CHANNELS, 2 5/8' 2B. SAMPLES: SUBMIT VERIFICATION SAMPLES OF SPECIFIED PANEL AND SUSPENSION T-BAR PROFILE. SEALANTS OR CAULK, AS APPROPRIATE, TO MAINTAIN FIRE RATING OF TOTAL ASSEMBLY. INSTALL FIRE OF BUILDING, LION. AS INTENDED FOR THE APPLICATION. WDE AND 7/8' DEEP, NTH 1/2" FLANGES. RATED PRODUCTS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 4D. WOOD DOORS NOTED TO RECEIVE PAINT FINISH TO BE SHOP PRIMED WITH ONE COAT OF WOOD 3. PRODUCTS: PRIMER AS SPECIFIED IN DIVISION 9. 3B. METAL FRAMING AT SUSPENDED GYPSUM BOARD CEILING SYSTEMS: 3A. PROVIDE PRODUCTS OF THE FOLLOWNG MANUFACTURER THAT MEET OR EXCEED REQUIREMENTS 4. SCHEDULE: 4E. PREFIT AND PREMACHINE WOOD DOORS AT FACTORY FOR MORTISED AND CONCEALED HARDWARE, IN D. ALUMINUM STOREFRONT: 1. CONFORM TO ASTM C645, C840 AND U.S. GYPSUM COMPANY SA-923 SECTION 1. 3.4.4: DIRECT SPECIFIED: ARMSTRONG WORLD INDUSTRIES, INC. (ARMSTRONG); USG INTERIORS, INC. (USG). 4A. EXTERIOR AND INTERIOR JOINTS IN MASONRY, INCLUDING CONTROL JOINTS: SILICONE SEALANT. ACCORDANCE WITH THE HARDWARE SCHEDULE AND TEMPLATES PROVIDED BY THE HARDWARE SUPPLIER. SUSPENSION SYSTEM ERECTION SPECIFICATIONS. 38. SUSPENSION SYSTEMS 4B. EXTERIOR AND INTERIOR JOINTS AT PERIMETER OF STOREFRONTS: SILICONE SEALANT. 1. SCOPE OF WORK: PROVIDE AND INSTALL ALUMINUM STOREFRONT AS INDICATED ON THE DRAWINGS AND 2. HAT CHANNEL SYSTEM: BRACE AS REQUIRED FOR LATERAL MOVEMENT WITH 112 GAUGE WIRE, PER 2. SUSPENSION SYSTEM TYPE TO BE: NARROW FACE 9/16 IN. EXPOSED "TEE", DOUBLE WEB, 4C. TYPICAL INTERIOR JOINTS AND SEAMS AT ABUTTING AND ADJACENT MATERIALS: ACRYLIC-LATEX 5. INSTALLATION: AS SPECIFIED HEREIN. SEE GLASS AND GLAZING SECTION FOR RELATED WORK. MANUFACTURER'S SPECIFICATIONS. HOT-DIPPED GALVANIZED STEEL SUSPENSION SYSTEM, 2 FT. X 2 FT., EQUAL TO ARMSTRONG CAULKING COMPOUND. SILHOUETTE XL 9/16 INCH EXPOSED TEE SUSPENSION SYSTEM. 5A. CONDITION DOORS TO AVERAGE PREVAILING HUMIDITY IN INSTALLATION AREAS PRIOR TO HANGING. 2. SUBMITTALS: 3C. GYPSUM BOARD: 4D. JOINTS IN EXTERIOR FLASHING: BUM SEALANT 3. PROVIDE MANUFACTURER'S BAKED ENAMEL FINISH ON STEEL EXPOSED SURFACES; COLOR SHALL 4E. PENETRATIONS AT FIRE-RATED ASSEMBLIES: FIRE-RATED RIGID AND/OR FLEXIBLE PRODUCTS AS 5B. INSTALL DOORS AND FRAMES PER MANUFACTURER'S INSTRUCTIONS. INSTALL FIRE-RATED ASSEMBLIES 2A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRINTED PRODUCT DATA, SPECIFICATIONS, STANDARD 1. MANUFACTURERS: GOLD BOND BUILDING PRODUCTS OF NATIONAL GYPSUM CO.; UNITED STATES BE 'WHITE' APPROVED IN ACCORDANCE NTH THE REQUIREMENTS OF NFPA STANDARD 80. DETAILS, INSTALLATION INSTRUCTIONS, USE LIMITATIONS AND RECOMMENDATIONS FOR EACH MATERIAL GYPSUM CO.; OR EQUAL. Ma27/20 TC 1 SPECIFIED ABOVE. 4. HANGER WIRE: ASTM A 641, GALVANIZED, SOFT TEMPER, PRESTRETCHED, CLASS 1 COATING, USED. PROVIDE CERTIFICATIONS THAT MATERIALS AND SYSTEMS COMPLY WTH SPECIFIED REQUIREMENTS. 5/27/2021 4F. COLORS FOR ALL SEALANTS WHICH WILL BE VISIBLE ARE TO BE AS SELECTED BY THE ARCHITECT 5C. IF NOT PREHUNG AT FACTORY, ALIGN AND FIT DOORS IN FRAMES NTH 1/8" CLEARANCES AT JAMBS, 2. TYPICAL GYPSUM BOARD TO CONFORM TO ASTM C36; 5/8" THICK, TYPE X, WITH TAPERED EDGES. MINIMUM 12 GAUGE. SIZE VIRE SO THAT STRESS AT THREE TIMES HANGER DESIGN LOAD GIVEN IN FROM THE MANUFACTURER'S STANDARD COLORS. VERIFY COLOR SELECTIONS FOR ALL SEALANTS NTH HEADS, MEETING STILES, AND BOTTOM OF DOOR TO FUR FIN. (1/4' TO TOP OF THRESHOLD, IF 2B. SHOP DRAWINGS: PROVIDE LARGE SCALE SHOP DRAWINGS FOR FABRICATION, INSTALLATION AND 3. FIRE-RATED SHAFT LINER TO CONFORM TO ASTM C442; 1" THICK, TYPE X WTH SQUARE EDGES. ASTM C 635, TABLE 1, DIRECT HUNG, WILL BE LESS THAN THE YIELD STRESS OF THE WIRE. ERECTION OF ALL PARTS OF WORK. PROVIDE PLANS, ELEVATIONS, AND DETAILS OF ANCHORAGES, 8 GYPSUM SHEATHING TO BE 5 THICK, TYPE X; GEORGIA PACIFIC'S DENS-GEIS GOLD, OR EQUAL, THE ARCHITECT PRIOR TO PROCEEDING. APPLICABLE). DO NOT TRIM STILES AND RAILS IN EXCESS OF LIMITS SET BY MANUFACTURER OR CONNECTIONS AND ACCESSORY ITEMS. PROVIDE INSTALLATION TEMPLATES FOR WORK INSTALLED BY 4. / 5. MOLDINGS AND TRIM: PROVIDE MANUFACTURER'S STANDARD PROFILES TO SUIT EDGE CONDITIONS, PERMITTED WITH FIRE-RATED DOORS. SEAL CUT SURFACES AFTER FITTING AND MACHINING. OTHERS. SHOW INTERFACES AND RELATIONSHIPS TO WORK OF OTHER TRADES. SPECIALLY FORMULATED CORE MATERIAL WITH FIBERGLASS MAT REINFORCED FACING. PROVIDE AT PANEL PROFILE AND PENETRATIONS. SD. SEE PAINTING SECTION IN DIVISION 9 FOR FINISHING REQUIREMENTS. EXTERIOR FACE OF ALL EXTERIOR WALLS. F. SCOFNG 2C. SAMPLES: SUBMIT REPRESENTATIVE SAMPLES OF EACH MATERIAL THAT IS TO . EXPOSED IN 5. WATER RESISTANT GYPSUM BOARD TO CONFORM TO ASTM C630, 5/8' THICK, TYPE X, NTH TAPERED 3C. ACOUSTICAL PANELS: PANELS TO BE: 2 FT. X 2 FT., EQUAL TO ARMSTRONG 11774 SERIES DUNE 1. SCOPE OF WORK: TENANT IMPROVEMENTS TO INCLUDE INTERIOR WORK AND STOREFRONT. SCOPE OF SE. REHANG OR REPLACE DOORS WHICH DO NOT STUNG OR OPERATE FREELY. PROTECT DOORS AFTER COMPLETED WORK. SHOW FULL COLOR RANGES AND FINISH VARIATIONS EXPECTED. WORK INCLUDES DEMOLITION OF ALL EXISTING ELEMENTS INCLUDING PARTITIONS, FINISHES, PLUMBING, INSTALLATION TO ENSURE THEY WLL BE WITHOUT DAMAGE OR DETERIORATION AT TIME OF COMPLETION. 2D. CALCULATIONS: SUBMIT CALCULATIONS PREPARED AND SIGNED BY A PROFESSIONAL ENGINEER TO EDGES. PROVIDE AT WALLS AT ALL TOILET ROOMS, JANITOR AREAS, AND MERE OTHERWISE INDICATED ON HUMIGARD PLUS, COLOR TO BE WHITE. ELECTRICAL, AND MECHANICAL SYSTEMS. NEW PARTITIONS, FINISHES, PLUMBING, ELECTRICAL, MECHANICAL, DEMONSTRATE THAT ALUMINUM FRAMING SYSTEMS COMPLY NTH STRUCTURAL REQUIREMENTS, INCLUDING THE DRAWINGS. t WOW S101E M' 6. CEMENT BACKERBOARD TO BE V THICK DUROCK, OR APPROVED EQUAL. 4. INSTALLATION: SPRINKLER AND LIGHTING SYSTEMS. NEW MILLWORK AND RETAIL FIXTURES. REPLACEMENT OF EXISTING LIMITS ON DEFLECTION, STOREFRONT. i. SCOPE OF WORK: PROVIDE AND INSTALL WOOD STOREFRONT AS INDICATED AND SCHEDULED IN THERMAL MOVEMENT, POINTS OF SUPPORT, WIND LOADING AND OTHER STRUCTURAL REQUIREMENTS WHICH 7. ACOUSTICAL SOUNDBREAK XP GYPSUM BOARD TO BE 5/8" THK. WITH A MINIMUM STC OF 57. 4A. COORDINATION: COORDINATE INSTALLATION WTH OTHER WORK TO ENSURE PROPER LOCATIONS OF 0 DRAWINGS. SEE FINISH HARDWARE SECTION BELOW FOR RELATED WORK. MAY BE REQUIRED BY THE PROJECT CONDITIONS. RELATED WORK SUCH AS LIGHT FIXTURES, MECHANICAL FIXTURES, FIRE PROTECITON SYSTEMS AND THE 2. PRODUCTS: N/A 2. STANDARDS: 3D. CEILING ACCESS PANELS: LIKE P E L O T O N 2A. GLAZED WOOD DOORS: CUSTOM FABRICATED TO COMPLY WITH WOODWORK INSTITUTE OF CALIFORNIA 3. PRODUCTS: 1. SCOPE OF WORK: PROVIDE AND INSTALL CEILING ACCESS PANELS AS SHOWN ON THE DRAWINGS AND 48. LAYOUT: MEASURE EACH AREA AND LAYOUT CEILINGS TO BALANCE PANEL WIDTHS ON OPPOSITE 3. INSTALLATION: 3A. PROVIDE ALUMINUM STOREFRONT SYSTEMS BY XXX THAT COMPLY NTH THE DETAILS AND SPECIFIED HEREIN. EDGES OF EACH CEILING IN BOTH DIRECTIONS. AVOID USE OF LESS THAN 1/2 WIDTH CEILING UNITS 3A. PR-EINSTALLATION CONFERENCE: CONDUCT A PRE-INSTALLATION CONFERENCE AT PROJECT SITE. (WC); CUSTOM GRADE, ENGINEERED TO ELIMINATE WARPING. SPECIFICATIONS AS INDICATED IN THE DRAWNGS. 2. PRODUCTS: CEILING ACCESS PANELS TO BE U.L. LISTED, FLUSH, L-DWC WTH GROOVED DRYWALL INHEREVER POSSIBLE. REVIEW METHODS AND PROCEDURES RELATED TO ROOFING SYSTEM. MEET WITH OWNER, ARCHITECT, 3B. PROVIDE 6063-T5 ALLOY AND TEMPER AS RECOMMENDED BY MANUFACTURER FOR STRENGTH, BEAD FOR APPUCATION OF JOINT COMPOUND OVER THE FLANGE AS MANUFACTURED BY LARSEN'S 4C. SUSPENSION INSTALLATION: ERECT SUSPENSION SYSTEM IN ACCORDANCE NTH ASTM C 636, WASHINGTON SQUARE MALL 3. SUBMITTALS: PROVIDE SHOP DRAWINGS OF WOOD STOREFRONT FOR ARCHITECT'S APPROVAL PRIOR TO CORROSION RESISTANCE, AND APPUCATON OF REQUIRED FINISH. COMPLY NTH ASTM B 221 FOR MANUFACTURING COMPANY OR APPROVED EQUAL SUPPORTED ONLY FROM BUILDING STRUCTURE. LEVEL MAIN SUSPENSION MEMBERS TO WITHIN LANDLORD'S INSURER AND/OR LANDLORD'S REPRESENTATIVE IF APPLICABLE, TESTING AND INSPECTING FABRICATION. SPACE R05 AGENCY REPRESENTATIVE, ROOFING INSTALLER, ROOFING SYSTEM MANUFACTURERS REPRESENTATIVE, AND EXTRUSIONS, AND ASTM B 209 FOR SHEET/PLATE. PROVIDE 0.125 IN. THICK EXTRUSIONS FOR TOLERANCE OF 1/8 IN. IN 10 FT. SPLAY HANGERS WHERE NECESSARY AND COUNTERSPLAY TO INSTALLERS WHOSE WORK INTERFACES NTH OR AFFECTS ROOFING INCLUDING INSTALLERS OF ROOF STOREFRONT FRAMING. PROVIDE 0.050 IN. THICK ALUMINUM FOR GLAZING MOLDINGS. FINISH TO BE AS 3E. ACCESSORIES: BALANCE RESULTING HORIZONTAL FORCES. CROSS BRACE SUSPENSION TO PREVENT LATERAL SWAY 9374 S.W. WASHINGTON SQUARE 4. PRODUCTS: N/A INDICATED ON THE DRAWINGS. 1. PROVIDE MANUFACTURER'S STANDARD TRIM AND ACCESSORIES FOR GYPSUM BOARD WORK, FORMED AND DISPLACEMENT DURING FULL SEISMIC LOADS PRESCRIBED BY CODE. ACCESSORIES AND ROOF-MOUNTED EQUIPMENT. ROAD, 3B. NO WORK IS PERMITTED WHICH WOULD VOID THE WARRANTY FOR THE EXISTING BASE BUILDING 3C. GLAZING TO BE AS SPECIFIED IN GLASS AND GLAZING SECTION. FROM GALVANIZED STEEL UNLESS OTHERWISE NOTED. 4D. INSTALL ACOUSTICAL UNITS FLUSH AND LEVEL WTH JOINTS IN PERFECT ALIGNMENT. MAINTAIN 5. INSTALLATION: TIGARD , OR 97223 ROOFING. 2. ALL VISIBLE GYPSUM BOARD EDGE CONDITIONS TO RECEIVE METAL EDGE TRIM U.S. GYPSUM SERIES DIRECTION OF PATTERN AND "MILL-RUN' OF ACOUSTICAL UNITS IN ONE DIRECTION. 3C. ALL NEW WORK SHALL COMPLY WITH THE MANUFACTURER'S STANDARD DETAILS. 5A. ALIGN AND FIT DOORS IN FRAMES WTH 1/8" CLEARANCES AT JAMBS, HEADS, MEETING STILES, AND 4. INSTALLATION: 200 OR EQUAL. ALL EDGES TO BE TAPERED AND ROUNDED. 4E. FINISH ACOUSTICAL CEILINGS AND DECORATIVE TRIM SHALL BE LEVEL TO "THIN 1/8 IN. IN 10 FT. I 3D. FINAL ROOF INSPECTION: ARRANGE FOR ROOFING SYSTEM MANUFACTURERS TECHNICAL PERSONNEL TO INSPECT BOTTOM OF DOOR TO FLOOR FINISH (1/4' TO TOP OF THRESHOLD, IF APPLICABLE). STEEL SURFACES 4A. INSTALL ALUMINUM ALUMINUM FRAMING IN OPENINGS PREPARED UNDER OTHER SECTIONS PLUMB, NTH TOTAL ACCUMULATED ERROR NOT TO EXCEED 1/2 IN. OR L/960 OF OVERALL CEILING DIMENSION, ISSUE HISTORY ROOFING INSTALLATON ON COMPLETON AND SUBMIT REPORT TO ARCHITECT. NOTIFY ARCHITECT AND OWMER 48 REQUIRED TO BE CUT IN THE FIELD AFTER FITTNG AND MACHINING. SQUARE, LEVEL, IN EXACT ALIGNMENT NTH SURROUNDING WORK, WTH PROPER CLEARANCES, AND 3F. JOINT TREATMENT MATERIALS: WHICHEVER IS SMALLER, IN ANY ROOM OR AREA. HOURS IN ADVANCE OF DATE AND TIME OF INSPECTION. 58. SEE PAINTING SECTION IN DIVISION 9 FOR FINISHING REQUIREMENTS. SECURELY AND POSITIVELY ANCHORED TO BUILDING STRUCTURE, IN ACCORDANCE WITH MANUFACTURER'S 1. JOINT TREATMENT MATERIALS TO CONFORM WITH ASTM C475, AND TO MANUFACTURER'S 4F. USE WHITE, CLEAN GLOVES WHEN HANDLING CEILING MATERIALS. 02 . FOR PERMIT/ LL REVIEW 05.24.2021 5C. REHANG OR REPLACE DOORS WHICH DO NOT SWING OR OPERATE FREELY. PROTECT DOORS AFTER PUBLISHED INSTRUCTIONS AND APPROVED SUBMITTALS. RECOMMENDATIONS FOR THE INTENDED APPLICATION. INSTALLATION TO ENSURE THEY WILL BE WITHOUT DAMAGE OR DETERIORATION AT TME OF COMPLETION. 4B. PROTECT FINISHED METAL SURFACES FROM DAMAGE DURING FABRICATION, SHIPPING, STORAGE, AND 2. FOR INTERIOR WORK, PROVIDE CHEMICAL HARDENING TYPE JOINT COMPOUND FOR BEDDING AND C EXTERIOR CEMENT PLASTER _ _. -_ ____ Q' ERECTION, AND FROM THEN UNTIL ACCEPTANCE BY OWNER. FILLING, VINYL TYPE (READY-MIXED OR POWDER) FOR TOPPING. _ -3o DIVISION EIGHT: DOORS AND WINDOWS 3. USE SPECIAL WATER RESISTANT TYPE JOINT COMPOUND AT WATER RESISTANT GYPSUM BOARD NA CD E (LASS AND GLAa1R AREAS. D. PRE-COATED EXPANDED POLYSTYRENE SYSTEM (EPS) FOAM SHAPES: A. STEEL DOORS AND FRAMES. NA 0 1. SCOPE OF WORK: PROVIDE AND INSTALL STEEL DOORS AND FRAMES AS INDICATED AND SCHEDULED ON 1. SCOPE OF WORK: PROVIDE AND INSTALL GLASS AND GLAZING AS INDICATED IN THE DRAWINGS AND 4. INSTALLATION: DRAWINGS. SEE FINISH HARDWARE SECTION BELOW FOR RELATED WORK. SCHEDULES. 4A. GENERAL: E. 1LE a 1. COMPLY WITH RECOMMENDATIONS OF GYPSUM BOARD MANUFACTURER FOR ENVIRONMENTAL 1. SCOPE OF WORK: WORK OF THIS SECTION INCLUDES ALL LABOR MATERIALS, EQUIPMENT AND SERVICES rnl 2. STANDARDS: 2. STANDARDS: CONDITIONS BEFORE, DURING AND AFTER GYPSUM BOARD INSTALLATION. NECESSARY TO COMPLETE THE TILE AS SHOWN ON THE DRAWINGS AND/OR SPECIFIED HEREIN. I NI 2A. DOORS AND FRAMES SHALL COMPLY NTH THE STEEL DOOR INSTTUTE 'RECOMMENDED 2A. COMPLY WTH THE RECOMMENDATIONS OF THE FLAT GLASS MARKETING ASSOCIATION 'GLAZING 2. COLD WEATHER PROTECTION: WHEN OUTDOOR TEMPERATURES ARE BELOW 55 DEGREES F, MAINTAIN CD SPECIFICATIONS-STANDARD STEEL DOORS AND FRAMES' (SDI 100) AND AS HEREIN SPECIFIED. MANUAL" AND "SEALANT MANUAL" EXCEPT WERE MORE STRINGENT REQUIREMENTS ARE INDICATED. CONTINUOUS BUILDING WORKING TEMPERATURE OF NOT LESS THAN 55 DEGREES F FOR A MINIMUM OF 48 2. SUBMITTALS: CD HOURS BEFORE, DURING AND AFTER APPLICATION OF GYPSUM BOARD AND JOINT TREATMENT MATERIALS. 2A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA, INSTALLATION INSTRUCTIONS, USE N 28. WHERE FIRE-RATED ASSEMBLIES ARE INDICATED OR REQUIRED, PROVIDE FIRE-RATED DOOR AND 2B. COMPLY NTH BUILDING CODE OF AND GLAZING' REQUIREMENTS, AND REQUIREMENTS OF LOCAL LIMITATIONS AND RECOMMENDATIONS FOR EACH MATERIAL USED. FRAME ASSEMBLIES THAT COMPLY WITH NFPA 80 *STANDARD FOR FIRE DOORS AND WINDOWS' AND HAVE CODES AND ORDINANCES. 4B. METAL FRAMING: 2B. SAMPLES: SUBMIT VERIFICATION SAMPLES OF EACH TILE PRODUCT SPECIFIED IN SPECIFIED SIZE OR i iv BEEN TESTED, LISTED AND LABELED IN ACCORDANCE NTH ASTM E152 BY AN INDEPENDENT TESTNG AND 1. ATTACH COMPONENTS BY WELDING, BOLTING, OR SCREW FASTENERS AS RECOMMENDED BY NOT LARGER THAN 12"X120 . E 3. SUBMITTALS: SUBMIT SAMPLES OF ALL TYPES OF GLAZING TO BE USED IN THE PROJECT. SUBMIT o INSPECTION AGENCY ACCEPTABLE TO THE LOCAL AUTHORITIES. MANUFACTURER. WIRE TYING OF FRAMING COMPONENTS IS NOT PERMITTED. PRODUCT LITERATURE FOR ALL PRODUCTS SPECIFIED TO HAVE A MINIMUM U-VALUE, CERTIFYING THAT PROJECT NUMBER SUBMITTED PRODUCT MEETS SPECIFIED STANDARD. 2. INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUDS. SECURE TRACKS AS RECOMMENDED BY 3. PRODUCTS: 21003 i� MANUFACTURER; DO NOT EXCEED 24` O.C. SPACING FOR NAIL OR POWDER DRIVEN FASTENERS, OR 16" 3A. TLE: AS SPECIFIED ON FINISH SCHEDULE ON THE DRAWINGS 3. SUBMITTALS: SUBMIT MANUFACTURER'S PRODUCT DATA, INSTALLATION INSTRUCTIONS, USE LIMITATIONS SCALE AND RECOMMENDATIONS FOR EACH MATERIAL USED. PROVIDE CERTIFICATIONS THAT MATERIALS COMPLY 4. PRODUCTS: O.C. FOR OTHER TYPES OF ATTACHMENTS. PROVIDE FASTENERS AT CORNERS AND ENDS OF TRACKS. 3B. GROUT: UNSANDED CEMENTITIOUS GROUT COMPLYING WITH ANSI A108.10 AS MANUFACTURED BY - o NTH REQUIREMENTS. G FM HARDWARE 4A. ACCEPTABLE MANUFACTURERS INCLUDE: PPG INDUSTRIES, LIBBY-OWENS-FORD COMPANY, OR 3. SET STUDS PLUMB, EXCEPT AS NEEDED FOR DIAGONAL BRACING OR REQUIRED FOR NON-PLUMB MAPEI, LATCRETE OR APPROVED EQUAL. OR PROVIDE SPECIFIC MANUFACTURE/COLOR. SHEET TITLE E APPROVED EQUAL. WALLS OR WARPED SURFACES. WHERE STUD SYSTEM ABUTS STRUCTURAL COLUMNS OR WALLS 3B. GROUT: EPDXY GROUT COMPLYING WITH ANSI AIO8.6 AS MANUFACTURED BY MAPEI, LATICRETE OR 4. PRODUCTS: 1. SCOPE OF WORK: PROVIDE AND INSTALL FINISH HARDWARE AS INDICATED ON THE DRAWINGS AND AS 48. STANDARD GLASS TO BE 1/4" CLEAR FLOAT GLASS, MEETING THE REQUIREMENTS OF ASTM C1036 (INCLUDING MASONRY WALLS), ANCHOR ENDS OF STIFFENERS TO SUPPORTING STRUCTURE. APPROVED EQUAL. OR PROVIDE SPECIFIC MANUFACTURE/COLOR. I 4A. ACCEPTABLE MANUFACTURERS FOR STEEL DOORS AND FRAMES INCLUDE KEWANEE CORPORATION, SPECIFIED HEREIN; COORDINATE WTH DOOR SUPPLIERS FOR PREMACHINING OF DOORS TO RECEIVE AND FS DD-G-451. 4. INSTALL SUPPLEMENTARY FRAMING, BLOCKING, AND BRACING, WHERE REQUIRED TO SUPPORT 3C. TRANSITION STRIP: METAL EDGE TRIM FOR EDGE PROTECTION OF TLE FLOORING AND FOR TRANSITION SPECIFICATIONS FIXTURES, EQUIPMENT, ACCESSORIES, TRIM AND SIMILAR WORK REQUIRING ATTACHMENT TO WALLS OR OF BLE FLOORING TO OTHER FLOORING TO BE 1/8- THICK STAINLESS STEEL BY SCHLUTER SYSTEMS LP y., STEELCRAFT, OR APPROVED EQUAL. MORTISED OR CONCEALED HARDWARE. 4C. TEMPERED GLASS TO 8E 3/8" CLEAR FLOAT TEMPERED GLASS, MEETING REQUIREMENTS OF FS CEILINGS. / ° � 48. DOOR FACES TO BE 18 GAUGE MIN.) SHEET STEEL AT INTERIOR DOORS; 16 GAUGE (MIN.) DD-G-1403, KIND FT. 5. SECURE STUDS AT TOP AND BOTTOM TRACKS AT BOTH INSIDE AND OUTSIDE FLANGES. FRAME WALL OR EQUAL. 3D. SEALER AT ALL HORIZONTAL STONE TILE SURFACES TO BE PROSOCO STAND-OFF LIMESTONE & w GALVANIZED SHEET STEEL AT EXTERIOR DOORS, MILL PHOSPHATIZED. DOOR TYPES TO BE FLUSH, 2. STANDARDS: HARDWARE FOR FIRE-RATE. OPENINGS TO COMPLY WITH NFPA STANDARD L AND THE (1 LAMINATED GLAZING TO BE 1/8" OUTER LIGHT, 1/8" INNER LIGHT WTH .030 PVB INTERLAYER OPENINGS LARGER THAN 2'-O" SQUARE WITH DOUBLE STUDS AT EACH JAMB OR FRAME, UNLESS MORE SHEET NUMBER FULLY-WELDED SEAMLESS CONSTRUCTION WITH NO VISIBLE SEAMS OR JOINTS ON FACES OR VERTICAL REQUIREMENTS OF THE LOCAL AUTHORITIES. PROVIDE HARDWARE TESTED AND LISTED BY UL OF FM FOR (1/4-TOTAL THICKNESS) AND LIGHT BRONZE SPACER. MARBLE PROTECTOR (IN CA USE STANDOFF STMP). INSTALL AS RECOMMENDED BY MANUFACTURER: TYPES AND SIZES OF DOORS AND FRAMES REQUIRED. 4E. CLEAR INSULATED GLAZING TO BE 1/4CLEAR FLOAT TEMPERED OUTER LIGHT, '4" TEMPERED INNER THAN 1W0 STUDS ARE RECOMMENDED BY MANUFACTURER. INSTALL TRACKS AND JACK STUDS, AT SAME a "EDGES. SPACING AS FULL HEIGHT WALL STUDS, ABOVE AND BELOW WALL OPENINGS. PROSOCO, INC, 755 MINNESOTA AVENUE, KANSAS CITY, KS 66101, 800.255.4255 S P 0 2 4C. FRAMES TO BE COLD ROLLED STEEL, 14 GAUGE (MIN.) FOR EXTERIOR DOORS AND DOORS GREATER LIGHT NTH ENERGY ADVANTAGE LOW E COATING ON 13 SURFACE, WITH V AIR SPACE (1" TOTAL 6. INSTALL HORIZONTAL STIFFENERS IN STUD SYSTEM SPACED VERTICALLY AT NOT MORE THAN 4"-6" E THAN 4'-0" IN WIDTH; 16 GAUGE (MIN.) FOR INTERIOR DOORS. EXTERIOR FRAMES SHALL BE GALVANIZED. 3. SUBMITTALS: THICKNESS) AND LIGHT BRONZE SPACER. O.C. 3D. CRACK ISOLATION MEMBRANE: LATEX PORTLAND CEMENT MORTAR - ANSI A118.4 OR BETTER OR ISO ,l PROVIDE WELDED UNITS WTH INTEGRAL TRIM, OF SIZES AND SHAPES SHOWN. KNOCK-DOWN FRAMES ARE 3A. SUBMIT FINAL HARDWARE SCHEDULE FOR ARCHITECT'S APPROVAL PRIOR TO DOOR MACHINING; 4F, WHITE INSULATED GLAZING TO BE 1/4" GROUND, OUTER LIGHT, 1/4" GROUND, INNER LIGHT, NTH C2C1 OR BETTER TO BE USED ONLY FOR THINSET APPLICATIONS! PROFESSIONAL SEA c" NOT ACCEPTABLE. EXCEPT ON WEATHERSTRIPPED FRAMES, DRILL STOPS TO RECEIVE 3 SILENCERS ON COORDINATE HARDWARE NTH DOORS, FRAMES, AND RELATED WORK TO ENSURE PROPER SIZE, THICKNESS, 1/2" AIR SPACE (1" TOTAL THICKNESS), NTH ALUMINUM SPACER. 4C. GYPSUM BOARD: 3E. CLEAVAGE MEMBRANE: 15 LB. ROOFING FELT OR 4 MIL POLYETHYLENE SHEET TO BE USED ONLY FOR A ^ cD STRIKE JAMB OF SINGLE SWING FRAMES AND 2 SILENCERS ON HEADS OF DOUBLE SWING FRAMES. HAND, FUNCTION AND FINISH OF HARDWARE. 4G. WALL MOUNTED (NON-ACCESSORY) MIRRORS TO BE 1/4" THICK, WITH EXPOSED EDGES GROUND 1. INSTALL GYPSUM BOARD IN STRICT ACCORDANCE NTH MANUFACTURER'S RECOMMENDATIONS AND PER THICKSET APPLICATIONS. ,D '`Ri 4D. SUPPORTS AND ANCHORS TO BE 18 GAUGE (MIN.) GALVANIZED SHEET STEEL. 38. PROVIDE MANUFACTURER'S CATALOG CUTS OF ALL HARDWARE ITEMS. SMOOTH AND POLISHED, GUARANTEED AGAINST SILVER SPOILAGE FOR 5 YEARS, ADHESIVE APPLIED TO ASTM C84D AND GA-216. 3F. WATERPROOF MEMBRANE: CONFORM TO ANSI A118.10, EQUAL TO VULKEN TYPE 450 WATERPROOF �1, 0 4E. STEEL DOOR AND FRAME UNITS TO BE RIGID, NEAT IN APPEARANCE AND FREE FROM DEFECTS, WARP WALL SURFACE WITH PALMER PRODUCTS CORPORATION MIRROR MASTIC OR EQUIVALENT. 2. APPLY GYPSUM BOARD TO SUPPORTS WITH SCREWS; SPACE FASTENERS IN ACCORDANCE NTH MEMBRANE BY TREMCO; LATICRETE 9235 WATERPROOF MEMBRANE, MANUFACTURED BY LATICRETE ti! V� cv OR BUCKLE. FIELD ASSEMBLE. 4. PRODUCTS: 4H. COMPRESSION GLAZING GASKET SHALL BE THAT RECOMMENDED AND/OR FURNISHED BY THE REFERENCED STANDARDS. INTERNATIONAL, INC.; MAPEI PLANICRETE W, MANUFACTURED BY MAPEI, INC. OR REFER TO DIVISION 7 STEPHEN MANUFACTURER, COLOR TO BE BLACK. WATERPROOFING LOCHTE cri 4F. EXPOSED SCREWS AND BOLTS TO HAVE COUNTERSUNK FLAT PHILLIPS HEADS. 4A. OBTAIN EACH TYPE OF HARDWARE FROM ONLY ONE MANUFACTURER. � y cv 3G. MORTAR BED: UNBONDED PORTLAND CEMENT MORTAR BED WITH REINFORCING MESH. (THICKSET) 4G. DOORS AND FRAMES TO BE PREPARED TO RECEIVE MORTISED AND CONCEALED HARDWARE IN 46. ALL EXPOSED HARDWARE TO HAVE FINISH AS NOTED IN THE DOOR HARDWARE SCHEDULE, LION. • S RAMENTO,CA • a ACCORDANCE WTH HARDWARE SCHEDULE AND TEMPLATES PROVIDED BY THE HARDWARE SUPPLIER. 4C. HARDWARE SHOULD COMPLY WITH APPLICABLE BUILDING CODE$ AND WITH APPLICABLE HANDICAPPED 3G. BOND COAT: LATCRETE 254 PLATINUM THIN-SET MORTAR OR EQUAL COMPLYING WITH ANSI 118.1 OR BETTER. (THINSET) ARI-13364 4H. PAIRS OF DOORS TO BE PROVIDED WITH ASTRAGAL AT MEETING STILES. ATTACH IN FIELD If ACCESS REQUIREMENTS. 3H. MORTAR BED, REINFORCING AND CLEAVAGE MEMBRANE TO BE PER ANSI A108.1A. (THICKSET) a; SPECIFIED. 4D. DRAWINGS SHOW DIRECTON OF SWING OR HAND OF EACH DOOR LEAF; FURNISH HARDWARE FOR `Y Q 41. DOORS AND FRAMES TO BE FACTORY PRIMED WITH ONE COAT OF PRIMER. PROPER OPERATION OF DOORS AS SHOWN. OF Q 0 . F_ DIVISION NINE. FINISHES (CONTINUED) DIVISION NINE FINISHES (CONTINUED) C. STMAGE RA«s L O C H T E ARCHITECTURAL G R O UP 1. SCOPE OF WORK: INSTALL PIPP MOBILE STORAGE RACKS AT STOCKROOMS. 4. INSTALLATION: 4. INSTALLATION: 1230 19TH ST. 4A. EXAMINE AREAS TO RECEIVE TILE WORK, AND CONDITIONS UNDER WHICH THEY WILL BE INSTALLED. DO 4A. EXAMINE AREAS TO RECEIVE RESILIENT FLOORING AND BASE WORK, AND CONDITIONS UNDER WHICH 2. INSTALLATION: SACRAMENTO, CA 95811 NOT PROCEED WITH INSTALLATION UNTIL CONDITIONS ARE SATISFACTORY TO RECEIVE WORK. GRIND AND THEY WILL BE INSTALLED. DO NOT PROCEED WITH INSTALLATION UNTIL CONDITIONS ARE SATISFACTORY TO 2A. INSTALL STORAGE RACKS AS DIRECTED BY THE OWNER. TELEPHONE: 916.502.8099 FILL CONCRETE SLAB AREAS TO RECEIVE STONE PAVERS IF REQUIRED. RECEIVE WORK. USE LEVELING AND PATCHING COMPOUNDS TO FILL SMALL CRACKS, HOLES, AND 28. PROVIDE 3'-0" MINIMUM CLEARANCE AT SINGLE LOADED ROWS AND 3'-8"MINIMUM CLEARANCE AT 4B. INSTALL WATERPROOF MEMBRANE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND DEPRESSIONS IN SUBFLOORS AS RECOMMENDED BY MANUFACTURER. DOUBLE LOADED ROWS AND RACKS; VERIFY CLEARANCES BETWEEN RACKS BEFORE SECURING TO FLOOR TCA (TILE COUNCIL OF AMERICA) METHOD F121 OR TCA METHOD F122 AS APPLICABLE. INSTALL AT THE 4B. SHEET VINYL AT BATHROOMS TO BE INSTALLED OVER WATERPROOF MEMBRANE. AND WALL FOR REQUIRED SEISMIC BRACING. TENANT ONE PELOTON FOLLOWING LOCATIONS: CORRIDOR 108 BEHIND DRINKING FOUNTAIN & RESTROOM 109 4C. PROVIDE INTEGRAL COVED BASE AT BATHROOMS, 6" HIGH, WITH 3/8° RADIUS, INCLUDING COVE 2C. RACKS SHOULD NOT EXCEED 10' IN HEIGHT OR HEIGHT LIMIT SET BY LOCAL CODE. 125 W.25TH STREET,11TH FLOOR 4C. INSTALL AND GROUT TILE IN ACCORDANCE WITH TCA "RECOMMENDED USES": SUPPORT STRIP. NEW YORK,NY 10001 1. INSTALL CERAMIC WALL TILE AND BASE TILE TO WATER RESISTANT GYPSUM BASE IN TOILET ROOMS C: RYAN BADGER PER TCA METHOD W243, LATEX-PORTLAND CEMENT MORTAR WITH PROPRIETARY LATEX-PORTLAND CEMENT H. PAINTING D SIGNAGE E: ryan.badger@onepeloton.com COMMERCIAL GROUT. OR 1. SCOPE OF WORK: PROVIDE AND INSTALL ALL PAINTING WORK AS INDICATED IN THE DRAWINGS AND 1. SCOPE OF WORK: PROVIDE MISCELLANEOUS SIGNAGE AS SHOWN ON THE DRAWINGS AND SPECIFIED C: DENICE BOCEK 2. INSTALL CERAMIC WALL TILE AND BASE TILE TO CEMENTITIOUS BACKER BOARD BASE IN TOILET SPECIFIED HEREIN. HEREIN. COORDINATE INSTALLATION OF STORE NAME SIGNAGE AT STOREFRONT AS SHOWN ON ELEVATIONS E: denice.bocek@cbm.com ROOMS PER TCA METHOD W244, LATEX-PORTLAND CEMENT MORTAR WITH PROPRIETARY LATEX-PORTLAND WITH OWNER'S SIGNAGE CONTRACTOR. LANDLORD MACERICH CEMENT COMMERCIAL GROUT. 2. SUBMITTALS: PROVIDE BRUSHOUTS OF ALL PAINT COLORS/SHEENS FOR ARCHITECT'S APPROVAL. 11411 NORTH TATUM BLVD,PHOENK AZ 85026 3. INSTALL CERAMIC FLOOR TILE OVER CONCRETE SLAB-ON-GRADE PER TCA METHOD F111-05 2. SUBMITTALS: PROVIDE SHOP DRAWINGS OF ALL SIGNAGE FOR ARCHITECT'S APPROVAL PRIOR TO C:CHARLIE SIROKMAN THICKSET OVER CONCRETE SUBFLOOR , LATEX-PORTLAND CEMENT MORTAR WITH PROPRIETARY 3. PRODUCTS: FABRICATION. E:CHARLENE.SIROKMAN@MACERICH.COM ( ) T:602.953.6377 LATEX-PORTLAND CEMENT COMMERCIAL GROUT. 3A. PRODUCTS SPECIFIED ARE BY BENJAMIN MOORE & COMPANY. SUBSTITUTIONS WILL NOT BE 4. INSTALL STONE TILE AT EXTERIOR STOREFRONT PER TCA METHOD W244-95 (THINSET OVER CEMENT ACCEPTED. SEE PAINTING FINISH SCHEDULE ON THE DRAWINGS BELOW FOR TYPES/COLORS. PAINT 3. SIGNAGE STANDARDS: BACKER BOARD). PROVIDE 1/8" GROUT JOINTS. PRODUCTS MUST COMPLY WITH CURRENT STATE AND LOCAL AIR QUALITY STANDARDS FOR VOC EMISSIONS. 3A. AT ALL IDENTIFICATION SYMBOLS, THE GEOMETRIC SYMBOL SHALL BE OF A COLOR AND CONTRAST 4D. INSTALL CERAMIC TOOL COMPANY CTC XJ78 MOVEMENT JOINT BETWEEN TILE PAVERS AND WOOD 3B. ALL PAINT AND COATINGS MUST BE DELIVERED TO THE JOB SITE IN MANUFACTURER'S ORIGINAL DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. ARCHITECT LOCHTE ARCHITECTURAL GROUP FLOOR. LAY THE PAVERS SO THAT THEY ARE SOLIDLY EMBEDDED AND FLUSH TO 1/32° BELOW THE TOP CONTAINERS. 36. A PERMANENT IDENTIFICATION SIGN, INCLUDING RAISED LETTERS ACCOMPANIED BY BRAILLE, SHALL BE 1230 19TH ST. OF THE MOVEMENT JOINT. UNDER NO CIRCUMSTANCES SHOULD THE MOVEMENT JOINT BE HIGHER THAN 3C. COMMERCIAL MILDEW WASH FORMULATED FOR REMOVING EXTERIOR MILDEW/MOLD CONDITIONS. INSTALLED ON THE WALL ADJACENT TO THE DOOR AT EACH SANITARY FACILITY. SACRAMENTO,CA 95811 THE PAVERS. 3D. PRODUCT OR PAINT ADDITIVE TO PREVENT FURTHER APPEARANCE OF MILDEW/MOLD AS RECOMMENDED 3C. RAISED CHARACTERS OR SYMBOLS SHALL CONFORM TO THE FOLLOWING: 7:916.502.8099 BY AND COMPATIBLE WITH THE SPECIFIED PRODUCT. 1. LETTERS AND NUMBERS ON THE PERMANENT IDENTIFICATION SIGN SHALL BE RAISED 1/32° MINIMUM C: SRUTHI SEKAR AND SHALL BE SANS-SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. E: s.sekar@lochteag.com 4E. PROVIDE CONTROL JOINTS WHERE TILE MEETS RESTRAINING SURFACES (WALLS, CURBS, COLUMNS, 8 C: BLAKE THOMAS 2. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5 PIPES, ETC.); DIRECTLY OVER CONTROL OR EXPANSION JOINTS IN SUBSURFACES; AND NOT MORE THAN 4. INSTALLATION: 5/8* HIGH. E: b.thomas@lochteag.com 24' EACH WAY, LOCATED AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ARCHITECT. 4A. EXAMINE AREAS TO RECEIVE PAINTING MATERIALS AND CONDITIONS UNDER WHICH THEY WILL BE 3. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL MEP& INSTALLED. DO NOT PROCEED WITH INSTALLATION UNTIL CONDITIONS ARE SATISFACTORY TO RECEIVE WORK, DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM sraumT THORSON BAKER+ASSOCIATES CONTROL JOINTS ARE NOT REQUIRED WHERE TILE DIMENSION PERPENDICULAR TO JOINT IS 12' OR LESS. 3030 W.STREETSBORO PER MANUFACTURER'S RECOMMENDATIONS. SHALL BE A MINIMUM OF 6" IN HEIGHT. WORK SHALL CONFORM TO TCA METHOD EJ171. RICHFIELD,OH gazes 4F. ENSURE EVEN DISTRIBUTION OF TILES WITH NATURAL COLOR VARIATIONS SO THAT FINISHED 4B. ALL PAINT SHALL BE APPLIED IN A WORKMAN-LIKE STANDARD WITHOUT VISIBLE DEFECTS OR BRUSH 3D. CONTRACTED GRADE 2 BRAILLE SHALL BE USED ON THE PERMANENT IDENTIFICATION SIGN. DOTS T: 330.659.6688 INSTALLATION CONTAINS NO TWO ADJACENT TILES THAT APPEAR DARKER OR LIGHTER THAN THE MAJORITY MARKS. WHEREVER POSSIBLE, ALL CORNERS SHALL BE CUT TO AN INSIDE EDGE. SHALL BE 1/10° ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED C: BRYAN MELVIN A MINIMUM OF 1 OF THE FIELD. / 4C. NEW PLASTER AND OTHER MASONRY SURFACES SHALL NOT BE PRIMED UNTIL IT HAS BEEN 40" ABOVE THE BACKGROUND. E: b.melvin@thorsonbaker.com 4G. APPLY CLEAR MATTE SEALER TO ALL STONE RLE AREAS AFTER INSTALLATION. DETERMINED THAT THESE SUBSTRATES HAVE DRIED SUFFICIENTLY TO SAFELY ACCEPT PAINT, A RELIABLE 3E. LETTERS AND NUMBERS ON THE PERMANENT IDENTIFICATION SIGN SHALL HAVE A WIDTH TO HEIGHT ELECTRONIC MOISTURE METER SHOULD BE USED TO MAKE THIS DETERMINATION. UNACCEPTABLE MOISTURE RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. F WOOD CONTENT SHOULD BE REPORTED TO THE ARCHITECT OR HIS REPRESENTATIVE. 3F. CHARACTERS AND NUMBERS ON THE PERMANENT IDENTIFICATION SIGN SHALL BE SIZED 5. ACCORDING 4D. FOR EXISTING MASONRY SURFACES, REMOVE ALL PEELING AND SCALING PAINT TO A SOUND TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING 1. SCOPE OF WORK: WOOD FLOORING, COMPLETE, AS SHOWN AND SPECIFIED. SUBSTRATE BY HAND SCRAPING AND/OR HIGH PRESSURE SPRAY EQUIPMENT. MILDEW AND MOLD MUST BE AN UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. REMOVED BY SCRUBBING WITH A COMMERCIAL MILDEW WASH FORMULATED FOR THIS PURPOSE. ALL 3G. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS 2A. SAMPLES: SUBMIT VERIFICATION SAMPLES OF EACH SPECIFIED WOOD FLOORING. SAMPLES TO STRUCTURAL CRACKS AND CREVICES MUST BE FILLED WITH APPROPRIATE PATCHING COMPOUNDS. OLD ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. INCLUDE FINAL FIELD APPLIED FINISHES. CRACKED AND LOOSE CAULKING IS TO BE REMOVED AND REPLACED WITH A HIGH QUALITY CAULKING COMPOUND. 4. PRODUCTS: 3. PRODUCTS: 4E. PAINT METAL DOORS AND FRAMES, AND METAL ELEVATOR LIFTS. REMOVE ALL EXISTING PAINT TO 4A. STORE IDENTIFICATION SIGNAGE AT SERVICE ENTRIES. VERIFY WITH LANDLORD PRIOR TO PROCEEDING. 3A. WOOD FLOORING TO BE: AS SPECIFIED IN THE FINISH SCHEDULE ON THE DRAWINGS BARE METAL. METAL MUST BE CLEAN, DRY, AND FREE OF OIL OR GREASE, WIPE BARE METAL WITH SIGN TO SAY "STORE NAME' IN "HELVETICA MEDIUM" TYPEFACE. 3B. VAPOR BARRIER TO BE 6 MIL. POLYETHYLENE. MINERAL SPIRITS TO REMOVE ANY REMAINING OIL FILM. PRIME METAL SURFACES AND MATERIAL NOT 4B. SIGNAGE AT SANITARY FACILITIES, IDENTIFICATION SYMBOLS TO BE LOCATED AT THE FOLLOWING INDICATED TO BE PREFINISHED. UNLESS OTHERWISE NOTED, DOORS AND FRAMES SHALL BE PAINTED TO LOCATIONS: 4. INSTALLATION: MATCH ADJACENT WALL SURFACE FINISH. 1. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL PROTECT ALL SURFACES NOT RECEIVING PAINT FROM DAMAGE DUE TO PAINTING OPERATIONS. 4A. EXAMINE AREAS TO RECEIVE WOOD FLOORING AND CONDITIONS UNDER WHICH IT WILL BE INSTALLED. 4F. TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND A VERTEX POINTING UPWARD. 4G. PROVIDE CLEARLY LABELED FULL CANS OF PAINT FOR THE OWNER, ONE GALLON PER COLOR FINISH. DO NOT PROCEED WITH INSTALLATION UNTIL CONDITIONS ARE SATISFACTORY TO PER MANUFACTURER'S 2. DOORWAYS LEADING TO WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, 1/4" 4H. PAINT IS TO BE INSTALLED AS SPECIFIED IN THE FOLLOWING PAINTING SCHEDULE. NUMBER OF COATS RECOMMENDATIONS INCLUDING RECOMMENDED SLAB MOISTURE RECEIVE WORK, CONTENT. PROVIDE THICK AND 12° IN DIAMETER. ARCHITECT WITH TESTING RESULTS FOR SLAB MOISTURE PRIOR TO INSTALLATION. SCHEDULED IS MINIMUM. 4B. INSTALL VAPOR BARRIER OVER NEW AND EXISTING CONCRETE SLAB SUBFLOORS; LAP JOINTS AT 41. PAINTING OF INTERIOR SURFACES: IMPORTANT NOTE: NOTWITHSTANDING ANYTHING IN THE FOLLOWING 3. DOORWAYS INTO UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4' THICK, 12° IN LEAST 6° AND SEAL USING COMPATIBLE CAULKING. SCHEDULE TO THE CONTRARY, INTERIOR PAINTING AND FINISHING SHALL CONFORM TO THE APPLICABLE DIAMETER, WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. 4C. NEW CONCRETE SUBFLOORS A BE FULLY CURED BEFORE INSTALLATION OF WOOD FLOORING AND LAWS AND BUILDING CODE REGARDING FIRE HAZARD CLASSIFICATIONS OF FINISH MATERIALS. 4C. STORE HOURS SIGNAGE TO BE INSTALLED PER CLIENT REQUIREMENTS. FOR FULL SPECIFICATIONS FOR SHOULD BE TESTED FOR MOISTURE CONTENT. 1. INTERIOR GYPSUM WALLS FOR WALL COVERING: LOCATION AND HOURS OF OPERATION CONTACT OWNER REPRESENTATIVE. 4D. NOT USED ONE COAT MOORE PRISTINE ECO SPEC INTERIOR LATEX PRIMER SEALER 231 4D. STOREFRONT SIGNAGE SHALL BE FURNISHED AND INSTALLED BY THE OWNER'S GRAPHIC DESIGNER: 4E. INSTALL FLOORING AND ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SEE 2. INTERIOR GYPSUM WALLBOARD CEILINGS FOR ACRYLIC LATEX FINISH, FLAT: 4E. THRESHOLD SIGNAGE SHALL BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. DRAWINGS FOR RUNNING DIRECTIONS FOR FLOORING. ONE COAT MOORE PRISTINE ECO SPEC INTERIOR LATEX PRIMER SEALER 231 5. INSTALLATION: APPROVED 4F. FIELD FINISHING: APPLY WATER BASED POLYURETHANE COATING SYSTEM BY BONAKEMI USA OR TWO COATS MOORE PRISTINE ECO SPEC INTERIOR LATEX FLAT 219 5A. FOR SANITARY FACILITY AND STORE IDENTIFICATION SIGNAGE AT SERVICE ENTRIES, INSTALL AS Macerich TC APPROVED EQUAL BY MIN-WAX. 3. INTERIOR GYPSUM WALLBOARD FOR ACRYLIC LATEX FINISH, EGGSHELL OR SATIN: RECOMMENDED BY MANUFACTURER, CENTERED ON DOORS. 5/27/2021 ONE COAT MOORE PRISTINE ECO SPEC INTERIOR LATEX PRIMER SEALER 231 5B. MOUNTING HEIGHTS/LOCATIONS: r* F RENr1ORCED PMELNG TWO COATS MOORE PRISTINE ECO SPEC INTERIOR LATEX EGGSHELL ENAMEL 223 1. FOR SERVICE ENTRY DOORS, TOP OF SIGN TO BE 5'-6" ABOVE THE FINISHED FLOOR. 1. SCOPE OF WORK: PROVIDE GLASS FIBER REINFORCED POLYESTER RESIN FABRICATED WALL PANELS, 4. INTERIOR GYPSUM WALLBOARD FOR ACRYLIC LATEX FINISH, SEMI-GLOSS: 2. FOR SANITARY FACILITY DOORS, HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE WITH ACCESSORIES AT EMPLOYEE RESTROOM WITH TRIM; JOINTS TO BE SEALED WITH JOINT SEALANT. ONE COAT MOORE PRISTINE ECO SPEC INTERIOR LATEX PRIMER SEALER 231 CENTERLINE OF THE SIGN. TWO COATS MOORE PRISTINE ECO SPEC INTERIOR LATEX SEMI-GLOSS 224 3. FOR SANITARY FACILITY WALL-MOUNTED SIGNAGE, SIGN SHALL BE INSTALLED ON THE WALL SPACE 2. SUBMITTALS: 5. INTERIOR ARCHITECTURAL WOODWORK, FINISH CARPENTRY, AND WOOD DOORS FOR ALKYD SEMI- ON THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, THE SIGN 2A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA, INSTALLATION INSTRUCTIONS, USE GLOSS PAINT FINISH (SOFTWOODS, PAINT GRADE HARDWOOD, PLYWOOD, MDF, MOO, AND SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PEFERABLY ON THE RIGHT. MOUNTING LOCATION LIMITATIONS AND RECOMMENDATIONS FOR EACH MATERIAL USED. PROVIDE CERTIFICATIONS THAT HARDWOOD VENEERS): SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT MATERIALS COMPLY WITH REQUIREMENTS. ONE COAT MOORE PRISTINE ECO SPEC INTERIOR LATEX PRIMER SEALER 231 ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. 0 28. SAMPLES: SUBMIT VERIFICATION SAMPLES OF SPECIFIED PANELS. TWO COATS MOORE PRISTINE ECO SPEC INTERIOR LATEX SEMI-GLOSS 224 5C. CONTRACTOR SHALL PROVIDE COORDINATION AS REQUIRED WITH OWNER'S STOREFRONT SIGNAGE 6. INTERIOR ARCHITECTURAL WOODWORK, PANELING, AND DOORS FOR SATIN TRANSPARENT FINISH (ALL CONTRACTOR FOR COMPLETE AND FINISHED INSTALLATION OF ALL STOREFRONT SIGNAGE. E L O T O N 3. PRODUCTS LI BE ONE OF THE FOLLOWING: CITADEL ARCHITECTURAL PRO PYRO ANL SYSTEM; KEMLINUDO E HARDWOODS AND HARDWOOD VENEERS, EXCEPT PAINT GRADE AND FACTORY-FINISHED ITEMS): COMPANY/KEMLIIE FIRE-X GLASBORD PLUS; SEQUENRA, INC./STRUCTOGLAS PYRO PAIL SYSTEM; NUDO SAND -120 GRIT SANDPAPER. PRODUCTS, INC./FIBER-LITE PANELS, CLASS A OR APPROVED EQUAL. SAND - 220 GRIT SANDPAPER. WASHINGTON SQUARE MALL 3A. PANELS: FIBERGLASS REINFORCED PLASTIC (FRP) PANEL SYSTEM. STAIN MOORE INTERIOR WOOD FINISHES PENETRATING STAIN 241 3B. THICKNESS: 0.090" NOMINAL THICKNESS. SPACE R05 3C. FIRE-RATING: CLASS I (UL CLASS A), MAXIMUM 25 FLAME SPREAD, 25 SMOKE DEVELOPED, ASTM E84. TWO COATS MOORE BENWOOD POLYURETHANE FINISH 435 9374 S.W. WASHINGTON SQUARE 3D. SURFACE: SMOOTH SURFACE AS APPROVED BY ARCHITECT. SAND BETWEEN URETHANE COATS - 220 GRIT SANDPAPER. 3E. COLOR: WHITE. 7. INTERIOR METALS NOT SPECIFIED TO RECEIVE OTHER COATING SYSTEMS: ROAD, 3F. PRIMER: PROVIDE NON-STAINING NONTOXIC RELEASE COAT PRIMER AS RECOMMENDED BY WALL PANEL ONE COAT APPROVED PRIMER, IN SHOP UNDER OTHER SECTIONS (WHERE SPECIFIED), OR MOORE TIGARD , OR 97223 MANUFACTURER WHERE PANELS ARE APPLIED TO GYPSUM BOARD. #M04 ACRYLIC METAL PRIMER. NOTE: ONE PRIME COAT ONLY IS REQUIRED AT INTERIOR METAL WORK, 3G. PRIMER: TYPE DESIGNED TO ALLOW REMOVAL OF WALL PANELING FROM GYPSUM BOARD WITHOUT EXCEPT TOUCH-UP OF AREAS WHICH HAVE BECOME RUSTED OR DAMAGED PRIOR TO FINISH PAINTING. F. FIRE EXTINGUISHERS: DAMAGING PAPER FACING OF BOARD, AND WITHOUT PREMATURE SEPARATION OF WALL PANELING FROM TWO COATS PRISTINE ECO SPEC INTERIOR LATEX SEMI-GLOSS 224 1. SCOPE OF WORK: PROVIDE AND INSTALL ARE EXTINGUISHERS AS REQUIRED BY LOCAL JURISDICTION ISSUE HISTORY WALL. 8. PENETRATING SEALER FOR EXPOSED CONCRETE FLOOR NOT SCHEDULED TO RECEIVE ANOTHER FINISH: AND SPECIFIED HEREIN. 02 ISSUE FOR PERMIT/ LL REVIEW 05.24.2021 3H. ADHESIVE: PANEL MANUFACTURER'S STANDARD NONTOXIC, WATERPROOF ADHESIVE SUITABLE FOR SUBSTRATES INDICATED AND FOR APPLICATION INDICATED. ONE COAT CURECRETE CHEMICAL CO. "ASHFORD FORMULA" (150 SQ. FT. PER GALLON) 2. PRODUCTS: UNLESS OTHERWISE REQUIRED BY LOCAL JURISDICTION, FIRE EXTINGUISHERS ARE TO BE 0 31. TRIM PIECES: NOT PERMITTED. JOINTS AND EDGES OF FIBERGLASS WALL PANELS ARE TO BE SEALED 9. MECHANICAL AND ELECTRICAL WORK (PAINT ALL EXPOSED ITEMS THROUGHOUT THE PROJECT EXCEPT MULTI-PURPOSE DRY CHEMICAL TYPE (A/B/C), 6 LBS. NOMINAL CAPACITY (MINIMUM), WITH HEAVY DUTY � WITH SANITARY SILICONE JOINT SEALER UNDER DIVISION 7, SEALANTS AND CAULKING; COORDINATE WITH FACTORY FINISHED ITEMS WITH FACTORY-APPLIED BAKED ENAMEL FINISHES WHICH OCCUR IN MECHANICAL STEEL CYLINDER, VISUAL PRESSURE GAUGE, UPRIGHT SQUEEZE GRIP OPERATION, APPROVED TO -65 o DIVISION 7 TO MAINTAIN APPROPRIATE JOINTS FOR SEALING MATERIALS. ROOMS OR AREAS, AND EXCEPTING CHROME OR NICKEL PLATING, STAINLESS STEEL, AND ALUMINUM OTHER DEGREES ACCEPTABLE MANUFACTURERS INCLUDE J.L. INDUSTRIES 612.835.6850, LARSEN'S cv 3J. MECHANICAL FASTENERS: NOT PERMITTED UNLESS CONCEALED. THAN MILL FINISHED, PAINT ALL EXPOSED DUCTWORK AND INNER PORTION OF ALL DUCTWORK VISIBLE MANUFACTURING COMPANY 800.527.7367, MODERN METAL PRODUCTS 507.451.7114, OR APPROVED EQUAL. THROUGH GRILLES AND REGISTERS): (MODIFY ACCORDINGLY IF A CABINET STYLE FIRE EXTINGUISHER IS NEEDED.) 0 4. INSTALLATION: SAME AS SPECIFIED FOR OTHER INTERIOR METALS, HEREINABOVE. 0 4A. INSPECTION: 4J. PAINTING OF EXTERIOR SURFACES: IMPORTANT NOTE: NOTWITHSTANDING ANYTHING IN THE FOLLOWING � 3. INSTALLATION: <n 1. ENSURE SURFACES TO RECEIVE WALL PANELING ARE CLEAN, TRUE AND FREE OF IRREGULARITIES, DO SCHEDULE TO THE CONTRARY, EXTERIOR PAINTING AND FINISHING SHALL CONFORM TO THE APPLICABLE I 3A. CONFIRM NUMBER OF EXTINGUISHERS REQUIRED AND ACCEPTABLE MOUNTING LOCATIONS WITH LOCAL N NOT COMMENCE WITH WORK UNTIL SURFACES ARE SATISFACTORY. LAWS AND BUILDING CODE REGARDING FIRE HAZARD CLASSIFICATIONS OF FINISH MATERIALS. AUTHORITIES; PROVIDE AS REQUIRED. EXTINGUISHERS IN SALES (PUBUC) AREAS TO BE LOCATED OUT OF o f 2. ENSURE WALL SURFACE FLATNESS TOLERANCE DOES NOT VARY MORE THAN 1/8" IN 10'-0", NOR 1. EXTERIOR GALVANIZED STEEL FOR ACRYLIC POLYURETHANE FINISH (EXPOSED STEEL LINTELS, VIEW TO THE GENERAL PUBLIC; REVIEW PROPOSED LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. CD VARY AT A RATE GREATER THAN 1/16° PER RUNNING FOOT. EXTERIOR STEEL DOORS AND FRAMES): 38. INSTALL FIRE EXTINGUISHERS AS RECOMMENDED BY MANUFACTURER, USING MANUFACTURER'S N 3. SCHEDULE INSTALLATION OF WALL PANELING AS LATE IN CONSTRUCTION SCHEDULE AS POSSIBLE TO PREVENT DAMAGE DURING CONSTRUCTION. ONE COAT EPDXY PRIMER IN SHOP, UNDER OTHER SECTION. STANDARD WALL BRACKETS, SECURELY FASTENED TO STRUCTURE, SQUARE AND PLUMB. HEIGHT OF ai 4B. HANDLE AND INSTALL WALL PANELS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AFTER INSTALLATION: EXTINGUISHER ABOVE FLOOR SHALL BE 54° (MAXIMUM) TO TOP OF UNIT, UNLESS OTHERWISE REQUIRED BY o INSTALLATION INSTRUCTIONS. GALVANIZING REPAIR AT FIELD WELDS: TNEMEC "NO. 90-97 TNEME-ZINC PRIMER LOCAL GOVERNING AUTHORITIES. 4C. MAINTAIN JOINTS AS NEEDED FOR SEALING JOINTS AND EDGES UNDER DIVISION 7, SEALANTS AND TOUCH-UP AT FIELD WELDS: TNEMEC SERIES 27 TYPDXY (DRY FILM 3.0 TO 4.0 MILS) 3C. CHECK EXTINGUISHERS FOR PROPER CHARGE AND OPERATION. REMOVE AND REPLACE DAMAGED, PROJECT NUMBER 21003 CAULKING. DEFECTIVE OR UNDER CHARGED UNITS. TWO COATS TNEMEC "NO. 73 ENDURA-SHIELD III" (DRY FILM 1.5 TO 2.0 MILS PER COAT) SCALE 4D. SECURELY ADHERE PANELS TO WALL SURFACES; USE BLIND NAILING METHODS AS REQUIRED TO - SUPPORT PANELS UNTIL ADHESIVE DRIES; EXPOSED MECHANICAL FASTENERS SHALL NOT BE ACCEPTABLE. 2. ALL OTHER EXTERIOR METALS, (GLOSS PAINT FINISH), ALKYD PRIMER, ALKYD FINISH: OIVISIdI OONVEYNG EQUPIENT E 4E. INSTALL PANELS IN MAXIMUM SIZE INCREMENTS AVAILABLE. FINISH COATS: TNEMEC'S SERIES 75 (74) ENDURA-SHIELD, OR AMERON AMERSHIELD 450SA, NA SHEET TITLE 0 4F. REMOVE EXCESS ADHESIVE FROM EDGES; WIPE SEAM CLEAN WITH DRY CLOTH TOWEL. SEMI-GLOSS (GLOSS) SHEEN, 2.5 MILS DRY FILM THICKNESS. MVIS1011 TEM-1HREE HVAC 4G. INSTALL WALL PANELING BEFORE INSTALLATION OF PLUMBING, BASES, HARDWARE, AND SIMILAR 3. NEW AND EXISTING EXTERIOR CONCRETE OR STUCCO WALL SURFACES: SEE SPECIFICATIONS IN MECHANICAL/PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. SPECIFICATIONS ACCESSORIES. POLYMERIZED ACRYLIC COATING SYSTEM: VIP, OR EQUAL, HIGH-BUILD ELASTOMERIC SYSTEM y 4H. CLEANING: CLEAN PANEL SYSTEM IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. mm INCLUDING PREPARATION, PRIMER, DETAILING, AND UNFILLED FINISH COATS. �N s' aECIM& SEE SPECIFICATIONS IN ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. a F. RE57.ENT FLOORING: w - NOTE INSASIMM SHEET NUMBER _0 AND AS SPECIFIED HEREIN.1. SCOPE OF WORK: PROVIDE AND INSTALL ALL VINYL COMPOSITION TILE AS INDICATED IN THE DRAWINGS DIVISION WEN: SPECIALTIES PRODUCTS CONTAINING ASBESTOS OR ANY OTHER HAZARDOUS MATERIAL SHALL NOT BE SPECIFIED OR A. RESTROOM ACCESSORIES: USED DURING CONSTRUCTION Of THIS STORE. S P03 E 2. SUMBITTALS: 1. SCOPE OF WORK: G.C. TO PROVIDE AND INSTALL RESTROOM ACCESSORIES AS SHOWN IN THE DRAWINGS PROFESSIONAL SEAL N 2A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA, INSTALLATION INSTRUCTIONS, USE AND SPECIFIED HEREIN. LIMITATIONS AND RECOMMENDATIONS FOR EACH MATERIAL USED. PROVIDE CERTIFICATIONS THAT MATERIALS COMPLY WITH REQUIREMENTS. 2. SUBMITTALS: PROVIDE MANUFACTURER'S CUTSHEETS FOR SPECIFIED ACCESSORIES PRIOR TO ORDERING. D A14 28. SAMPLES: SUBMIT VERIFICATION SAMPLES OF ALL SPECIFIED PRODUCTS. 2. PRODUCTS: 0 3. PRODUCTS: 2A. ALL RESTROOM ACCESSORIES ARE BY KOHLER (� STEPHEN N 2B. REFER TO RESTROOM LEGEND ON SHEET A304 FOR SPECIFIC ACCESSORIES. 3A. VINYL COMPOSITION RLE TO BE AS SHOWN IN THE FINISH SCHEDULE A151 w LOCHT,E (� i N 3C. RUBBER BASE TO BE AS SHOWN IN THE FINISH SCHEDULE. a 3D. TRANSITION STRIPS TO BE SCHLUTER OR EQUAL; COLOR TO BE US10 OR US19 3. INSTALLATION: 3E. ADHESIVES, PRIMERS, LEVELING COMPOUNDS, ETC. TO BE TYPES AS RECOMMENDED BY FLOORING AND 3A. COORDINATE BLOCKING REQUIREMENTS WITH FRAMING INSTALLERS TO ENSURE ADEQUATE SUPPORT 0 RAMENTO,CA • BASE MANUFACTURERS FOR THE INTENDED APPLICATIONS. FOR ALL ACCESSORIES. 11>aARI-13384 3B. LOCATIONS OF ACCESSORIES SHOWN ON DRAWINGS COMPLY WITH HANDICAPPED ACCESSIBILITY 1 I o REQUIREMENTS; DO NOT RELOCATE WITHOUT ARCHITECTS APPROVAL. OF O 0 a LOCHTE 1. ALL DIMENSIONS ARE GIVEN TO FACE OF FINISH, U.O.N. VERTICAL DIMENSIONS ARE GIVEN FROM A R C H I T E C T U R A L G R O U P FACE OF FINISH FLOOR, U.O.N. 13. EXIT SIGNS SHALL SHOW TWO WAYS OUT. EXIT SIGN LOCATION SHALL BE VERIFIED WITH LOCAL FIRE DEPT. FIELD INSPECTOR PRIOR TO INSTALLATION. 1230 19TH ST. 2. G.C. TO VERIFY ALL DIMENSIONS OF (E) AND (N) WORK AND SHALL BE RESPONSIBLE FOR THE SACRAMENTO, CA 95811 ACCURACY. ANY DISCREPANCIES BETWEEN DIMENSIONS IN THE FIELD AND ON THE DRAWINGS 14. EXIT AISLE SHALL BE A MINIMUM OF 44" WIDTH U.O.N. TELEPHONE: 916.502.8099 SHALL BE REPORTED TO THE ARCHITECT FOR DIRECTION PRIOR TO CONSTRUCTION, 15. TOILET ROOM AND DRINKING FOUNTAIN AREA SHALL BE WATERPROOFED WITH AN APPROVED TENANT ONE PELOTON 3. WRITTEN DIMENSIONS GOVERN, DO NOT SCALE DRAWINGS. WATERPROOF MEMBRANE INSTALLED UNDER THE NEW FLOOR FINISH AND UP 6" ON SURROUNDING 125 W.25TH STREET,IITH FLOOR WALLS. NEW YORK,NY 10001 4. G.C. TO CONFIRM ALL ARCHITECTURAL AND MEP INSTALLATIONS SUPPORTED BY BASE BUILDING C: RYAN BADGER ELEMENTS FOR IMPACT INCLUDING BUT NOT LIMITED TO STRUCTURAL. MALL CORRIDOR E: ryan.badger@onepeioton.00m 8'-7 1/2" 6'-4 /8" 9'-5 1 2" C: DENICE BOCEK / 5. ALL INTERIOR WALL AND CEILING FINISHES TO COMPLY WITH BUILDING CODE REGULATIONS AND E: denice.bocek@cbre.com REQUIREMENTS OF LOCAL CODES AND ORDINANCES FOR SMOKE DEVELOPMENT AND FLAME SPREAD. LANDLORD MACERICH 6. (E) CONCRETE SLAB TO BE LEVELED AND FILLED AS REQUIRED FOR INSTALLATION OF (N) FLOOR C:C ARLIENORTSIROKMTATUM LVo,PFIDENDC Az 85028 C:CHARLIE SIROKMAN FINISHES AT BACK OF HOUSE. SUB-FLOORS TO BE INSPECTED AND APPROVED FOR FLOORING _ - - - - - 0-- --- _ --- E:CHARLENE.SIROKMAN@MACERICH.COM INSTALLATION BY FLOORING CONTRACTOR PRIOR TO INSTALLATION OF FINISH FLOOR. T:602.953.6377 7. PROVIDE PORTABLE FIRE EXTINGUISHER WITH A RATING of NOT LESS THAN 2-A OR 2-10BC WITHIN 4 C3 C3 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR; ALSO DURING I ARCHITECT LOCHTE ARCHITECTURAL GROUP CONSTRUCTION. DARCHITECT lTl —� 8. FIRE / LIFE SAFETY SYSTEMS INCLUDING ENCLOSED EXIT STAIRWAYS SHALL BE MAINTAINED DURING 1230 19TH ST. / A 4 5 n SACRAMENTO,CA 95811 CONSTRUCTION. I T:916.502.8099 7_9, A3 - C: SRUTHI SEKAR 9. EXTEND OR MODIFY EXISTING AUTOMATIC FIRE EXTINGUISHING SYSTEM AS REQ'D, BY CONTRACTOR 1 E: s.sekar@Iochteag.00m UNDER SEPARATE PERMIT. D A306 B . C: BLAKE THOMAS MALL STAIR E: b.thomas@Iochteag.com 0. EXTEND OR MODIFY FIRE / LIFE SAFETY SYSTEMS, BY CONTRACTOR UNDER SEPARATE PERMIT. LL \ I 11 C STTRUCTURAL THORSON BAKER+ASSOCIATES REQUIRED SPRINKLER CONTRACTOR MUST BE USED FOR ALL SPRINKLER WORK. 14'-2 1/2' 9 1/ 2'-9 3/8" T-0 1/8" 5'-1 3/4" 9'-5 3/4" 3030 W.STREETSBORO / RICHFIELD,OH 44286 11, EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. SIGNS ILLUMINATED BY AN EXTERNAL SOURCE / TRIAL TREAD T: 330.659.6688 LOUNGE TRIAL ROOM TRIAL ROOD C: BRYAN MELVIN SHALL HAVE AN INTENSITY NOT LESS THAN 5 FOOTCANDLES. A3�03 109 105 � — E: b.melvin(aOthorsonbakeccom 12. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. WE - 10 I 03 12 E3 GENERAL NOTES Tion r A3a r — — — A3os 3 - a3os �\O� I -- 12 I } - g 6 O 1 MANAGER t O 3 ill - — — J L 10 Oi LEASE LINE E3 ODASHED LINE INDICATES STOREFRONT — — — 8 2 BULKHEAD ABOVE I A3ai A3 - OBOH MILLWORK COUNTERTOPS AND I � H3 - UPPER/LOWER CABINETS. SEE ELEVATIONS IL 1 12 E3 A301 O4 IT FLOOR MOUNTED RACK. THALLRROOM I Fl O NEW IFS. �. CLOSET 108 � CW) 15 103 9 6 = 6 9 LE� A305 APPROVED PROVIDE SHEET METAL BACKING TO FIXE3 _ _ _ Macerich TC APPAREL HOOK/HANGBAR, SEE INTERIOR � 5/27/2021 ELEVATIONS FOR MOUNTING HEIGHT.O PROVIDE SHEET METAL BACKING TO FIXGRAB BAR, SEE INTERIOR ELEVATIONS FOR 10 E3 E3MOUNTNG HEIGHT. 9 ' A301 � � RESTROOM OSHOWER FREE STANDING HIGH DENSITY SHELVING /PRONDE F.R. BLOCKING IN WALL / FIXTURE — — — - PANEL FOR WALL PANELS, TV, MONITORS — _ C AND MIRRORS, TYP. SEE INTERIOR SECTIONSB3- o - AND ELEVATIONS. -I t 10 L P E LOTO N ELECTRICAL MASTER SWITCH BANK FOR G3 - G3 - C3 LIGHTING. SEE ELECTRICAL DRAWINGS. g B3 - _g^ 16'-0 1/2' 2'-7 1/4" 5'_1° 7 2^ g_1• 2'-7 3/8' 13'-7 1/2" 2'_ 7-6 8 WASHINGTON SQUARE MALL 11 MOP SINK AND WATER FILTER WITH SHELF B3 _ ABOVE. WATER HEATER AND WATER CHILLER SPACE R05 ON SHELF. SEE MECHANICAL DRAWINGS. 9374 S.W. WASHINGTON SQUARE 12 ACCESSIBLE HIGH-LOW DRINKING FOUNTAIN C3 J A3 _ ROAD, 13 I TIGARD , OR 97223 NOT USED, O14 EXTERIOR ILLUMINATED STOREFRONT PORTAL, C3 - ISSUE HISTORY SEE SHEET A200-A201, I 01 PRELIMINARY LANDLORD REVIEW 01.28.2021 1 15 CLOSETS WITH RECESSED STANDARDS AND 9 02 ISSUE FOR PERMIT/LL REVIEW 05.24.2021 O SHELVING. TIC 9 A300 3 - —-- 3 n (E) WALLS TO REMAIN 0 Q (N) WALLS CD O DOOR TAG, SEE 1/A111 FLOOR CD � N Xm- PARTITION TAG, SEE A401 E 9 PROJECT NUMBER W21M3 o p LIa7 SCALE SHEET TITLE CONSTRUCTION 0 __ __ I FLOOR PLAN L \ SHEET NUMBER o - - - _ - - - - _ - - - _ _ _ _ A110 E -0 4'-0" 100 48'-8" =A 5-8 /6° PROFESSIONAL SEAL a CD ARC, I N Azao A200 r oN �~ STEPHEN (,U LOCHTE � y o • S RAMENTO,CA • ARI-13364 OF O's�p KEY NOTES 13 LANDLORD NOTES 10 CONSTRUCTION FLOOR PLAN 1 V4' - 1' 0' SET PART TY MANUFACTURER MODEL NO. FINISH REMARKS L O C H T E FRAME/ ARCH ITECTU RAL G ROU P DR DR DOOR CASING HDWR DETAIL REFERENCE FIRE CRL L d INTERIOR DOOR TO HAVE A SIGN THAT READS, "THIS DOOR TO 1230 19TH ST. REMARKS CLOSER/PATCH LOWER �CRL / CRL PH34 70 SATIN BLACK POWDERCOAT TO REMAIN UNLOCKED DURING BUSINESS HOURS" IN 1" HIGH SACRAMENTO, CA 95811 NO. LOCATION SIZE .fHK TYPE MATERIAL SET RAT. FITTING 2 CRL CRPHIOCMATCH RAL 9005 STOREFRONT 1 INTERMEDIATE ON A CONTRASTING BACKGROUND TELEPHONE: 916.502.8099 BLACK MATERIAL FINISH MATERIAL FINISH HEAD JAMB THR LADDER PULL/LOCK 2 CRL CRL DLLPA84 SATIN MATCH RAL 90OCOAT TO TENANT ONE PELOTON 125 W.25TH STREET, 11TH FLOOR VERIFY DOORNEWYORK,NY 10001 (4) 3'-6" SEE SEE CONCEALED HINGE 3 SUGATSUNE HES3D—E190BL MATTE BLACK (BL) — C: RYAN BADGER 1 ENTRY 100 X 8'-0" 1/2' A GLASS W-12.3 — 1 A200 A200 — — HEIGHT IN E: ryan.badger@onepeloton.com FIELD C: DENICE BOCEK DUMMY LEVER 2 FSB 1035 WITH RA-8120-234 8120 BLACK POWDERCOAT E: denice.bocek@cbre.com SALES 101: 2'-2" X MTL/ W-9.1 MIRROR LANDLORD MACERICH 2A 1 3/4 B2 W-13 9 9/A407 1/A407 — — 6571 DEAD BOLT WITH ADA — CLOSET g'-2" MIRROR /W-6.1 WOOD DOOR LOCK / CYLINDER 11a11NDIzn-ITATUMBLw,I�-IDENUCAzasa2a WITH INDICATOR 1 SCHLAGE THUMBTURN AND OCCUPANCY 622 MATTE BLACK C:CHARLIE SIROKMAN 2A INDICATOR E:CHARLENE.SIROKMAN@MACERICH.COM SALES 101: 2'-2" X MTL/ W-9.1 MIRROR T:602.953.6377 2BSALES g'_2" 1 3/4 B2 MIRROR /W-6.1 WOOD W-13 9 9/A407 1/A407 — — DOOR STRIKE 1 SCHLAGE 10-116-626 ROUND CORNER STRIKE 622 MATTE BLACK DOOR SILENCER 3 TRIMCO 1229B WHITE — ARCHITECT LOCHTE ARCHITECTURAL GROUP 3 FITTING 3'-0" X 2 D WOOD W-8 / WOOD W-13 2A 10/A406 2/A406 — — 2257 FLOOR BUMPER, 1-1 2" 123019TH ST. ROOM 102 7'-4" W-8 FLOOR STOP 1 EMTEK / US19 FLAT BLACK SACRAMENTO,CA 95811 CYLINDER T:916.502.8099 TRIAL ROOM 3'-4" X 1-3/4 W-6.2 C: SRUTHI SEKAR 4 E GLASS/WD WOOD W-13 3 11/A406 3/A406 4/A403 — CONCEALED HINGE 3 SUGATSUNE HES3D—E190BL MATTE BLACK (BL) _ E: s.sekar@Iochteag.com 108 7'-4" /1/2 /W-1 C: BLAKE THOMAS E: b.thomas@Iochleag.com TRIAL ROOM 3'-4" X 1-3/4 W-6.2 DUMMY LEVER 2 FSB 1035 WITH RA-8120-234 8120 BLACK POWDERCOAT siaucluau THORSON BAKER+ASSOCIATES 5 E GLASS/WD WOOD W-13 3 11/A406 3/A406 4/A403 — 107 7'-4" /l/2 /W-1 — 3030 W.STREETSBORO B560BD DEAD BOLT WITH ADA RICHFIELD,OH 44286 LOCK / CYLINDER 1 SCHLAGE THUMB TURN INTERIR AND SFIC 622 MATTE BLACK T: 330.659.6688 6 TRIAL ROOM S-4" X 1-3/4 E GLASS/WD W-6.2 WOOD W-13 3 11/A406 3/A406 4/A403 — 2B KEYLOCK ON EXTERIOR C: BRYAN MELVIN 105 7'-4" /l/2 /W-1 v STRIKE 1 SCHLAGE 10-116-626 ROUND CORNER STRIKE 622 MATTE BLACK E: b.melvin@thorsonbaker.com 7 TRIAL ROOM S-4" X 1-3/4 E GLASS/WD W-6.2 WOOD W-13 3 11/A406 3/A406 4/A403 — 106 7'-4" /1/2 /W-1 DOOR SILENCER 3 TRIMCO 1229B WHITE — B CLOSET 103 3'—O".X 2 D WOOD W-8 / WOOD W-13 2B 10/A406 2/A406 — — FLOOR STOP 1 EMTEK 2257 FLOOR BUMPER, 1-1/2" US19 FLAT BLACK 7'-4" W-1 RESTROOM S-0" X W-8 / CONCEALED HINGE 3 SUGATSUNE HES3D—E190BL MATTE BLACK (BL) — 9 110 7'_41, 1 3/4 H WOOD W-7 WOOD W-13 2C 12/A406 4/A406 5/A403 — DUMMY LEVER 2 FSB 1035 WITH RA-8120-234 8120 BLACK POWDERCOAT 10 BOH 111 37,04„X 1 3/4 H WOOD WW81/ WOOD W-13 5 15/A406 13/A406 6/A403 — LOCK / CYLINDER B571 DEAD BOLT WITH ADA WITH INDICATOR 1 SCHLAGE THUMBTURN AND OCCUPANCY 622 MATTE BLACK INDICATOR tf MANAGER: 3'—O".X 1 3/4 G HM W-1 HM W-1 6A 19/A406 14/A406 7/A403 — — 2C 112 7'-4” STRIKE 1 SCHLAGE 10-116-626 ROUND CORNER STRIKE 622 MATTE BLACK 12 BOH 111: S-0" X 1 3/4 G HM W-1 HM W-1 7 19/A406 14/A406 7/A403 3/4 — DOOR SILENCER 3 TRIMCO 1229B WHITE — EXIT 7'-4" ly 2257 FLOOR BUMPER, 1-1/2" FLOOR STOP 1 EMTEK CYLINDER US19 FLAT BLACK CLOSER 1 LCN 3131— STD BLK 693 MOUNTED ON RESTROOM SIDE, 5LBS MAX OPENING FORCE APPROVED Macedch TC UPPER TRACK 1 HAFELE HAWA JUNIOR 80/GS US32D 1/2" GLASS, MAX DOOR WEIGHT 176LBS, NO GLASS CUT OUTS 5/27/2021 REQUIRED 3 PULL 1 CRL 84LPMBL MATTE BLACK BACK TO BACK PULL, MOUNTING HOLES 60" CENTERLINE—TO—CENTERLINE CONCEALED HINGE 3 SUGATSUNE HES3D—E190BL MATTE BLACK (BL) — MORTISE LOCKSET 1 FSB 1035 WITH RA ROUND ROSE 8120 BLACK POWDERCOAT PASSAGE LOCKSET 0 5 CLOSER 1 LCN 3131— STD BLK 693 MOUNTED ON STORAGE RM SIDE, 5LBS MAX OPENING FORCE p E L O T O N DOOR SILENCER 3 TRIMCO 12298 WHITE — FLOOR STOP 1 EMTEK 2257 FLOOR BUMPER, 1-1/2" US19 FLAT BLACK WASHINGTON SQUARE MALL CYLINDER SPACE R05 9374 S.W. WASHINGTON SQUARE HINGES 3 STANLEY FBB191 4 1/2" X 4 1/2" US19 FULL MORTISE HINGES W/ WD SCREWS ROAD, TIGARD , OR 97223 U MORTISE LOCKSET 1 FSB 1035 WITH RA ROUND ROSE 8120 BLACK POWDERCOAT OFFICE / ENTRY LOCKSET U- ISSUE HISTORY ILL DOOR SCHEDULE 11 O CONSTRUCTION CORE 1 FALCON SFIC CONST CORE & KEYS 622 MATTE BLACK _ 01 ISSUE FOR PERMIT / LL RENEW 05.24.2021 a) 6A it CLOSER 1 LCN 3131— STD BLK 693 MOUNTED ON OFFICE SIDE, 5LBS MAX OPENING FORCE 1 SDIOM WTH Z o DOOR SILENCER 3 TRIMCO WHITE — o / FLOOR STOP 1 EMTEK 2257 FLOOR BUMPER, 1-1/2" US19 FLAT BLACK ¢I CYLINDER ro o HINGES 3 STANLEY F68191 4 1/2" X 4 1/2" US19 FULL MORTISE HINGES W/ WD SCREWS 0 CN i e mF// MORTISE LOCKSET 1 FSB 1035 WITH RA ROUND ROSE 8120 BLACK POWDERCOAT OFFICE/ENTRY LOCKSET i / W CONSTRUCTION CORE 1 FALCON SFIC CONST CORE & KEYS 622 MATTE BLACK PROJECT NUMBER 21003 L` CLOSER 1 LCN 3131— STD BLK 693 MOUNTED ON BOH SIDE, 5LBS MAX OPENING FORCE SCALE , PEEP HOLE 1 HAGER 1756 US19 SHEET TITLE IL llz 7 E TA TYPE B2 ry YPErMED DOOR SCHEDULE 8111 '"1 � `11111111111611011.41119 pN0 00d� " 'OADOOR �NDO0" THRESHOLD 1 PEMKO 254A A: MILL FINISH ALUMINUM HALF SADDLE THRESHOLD AND DOOR TYPES I,SCHEXW 111114 1,- -X- SCHEN SCHEDULED DOOR BOTTOM 1 PEMKO 209AV A: MILL FINISH ALUMINUM SMOKE SEAL 1 PEMKO S88 WHITE SHEET NUMBER a / / 2257 FLOOR BUMPER, 1-1/2" AM o FLOOR STOP 1 EMTEK CYLINDER US19 FLAT BLACK PROFESSIONAL SEAL CN HINGES 3 ROCYORK RY-80 WHITE CONCEALED HINGE GENERAL NOTE: ALL GLASS DOORS TO HAVE \ b \ ROLLER LATCH 1 BROOKLINE 1346 HEAVY DUTY LATCH US19 o CATEGORY II SAFETY GLAZING 9 � N TESTED IN ACCORDANCE WITH n n z u�{ FRAMELESS JAMB 1 EZYJAMB CLASSIC ADJUST— EZC CUSTOM HEIGHT AND WIDTH (~ STEPHEN j'� CPSC 16 CGR 1201 Ty�E a LOCHTE Lr CLAN POCKET DOOR TYPE O TYPE H N CN EDGE PULL 1 CUSTOM W errrlo Door ewrlo Door o S RAMENTO, CA ARI-13364 q OF 00 DOOR TYPES 1101 DOOR HARDWARE SCHEDULE 1 1 MARK DESCRIPTION O ® REVOLUTION ACOUSTICS SSP6 MULTIDUCER INVISIBLE CONSTANT SPL L O C H T E SPEAKER SUBWOOFER SPEAKERS. G.C. TO PROVIDE 14/2 CABLES FROM EACH SPEAKER TO HOME GENERAL NOTES: A R C H I T E CT U R A L G R O U P RUN A V PANEL IN STOCKROOM 9. G.C. TO USE LASER FOR LEVELING OF CEILINGS 12" x 12° OR 24° x 24" SUPPLY/ RETURN AIR DIFFUSERS ® 1. ALL FIXTURES AND DEVICES BY GC, U.O.N. AND SUSPENDED GRIDS. 1230 19TH ST. SACRAMENTO, CA 95811 SPS PEOPLE SENSOR FOR BRAND SCREEN 2. SEE MECHANICAL DRAWINGS FOR SUPPLY / 10. ELECTRICAL CONTRACTOR TO VERIFY IF TELEPHONE: 916.502.8099 RETURN AIR DIFFUSER LAYOUT. SERVICE PROVIDED IS ADEQUATE. IF NOT, xx• NOTIFY ARCHITECT IMMEDIATELY. TENANT ONE PELOTON CEILING MOUNTED LINEAR DIFFUSER W/ INVISIBLE EDGE 3. SEE ELECTRICAL DRAWINGS FOR EMERGENCY 125 W.25TH STREET, 11TH FLOOR LIGHT FIXTURE DESIGNATIONS. 11. ALL EQUIPMENT SHALL BEAR UL LABELS. NEWYORK,NY ABOVE CEILING MOUNTED LINEAR DIFFUSER C: RYAN BADGER 001 4. SEE A402 FOR TYPICAL CEILING NOTES AND 12. G.C. TO INSTALL ACCESS PANELS DOORS AS MALL CORRIDOR E: ryan.badger@onapeloton.com DETAILS. NECESSARY, 0 FI M LOCATIONS WTH C: DENICE BOCEK 0 CLG, CEILING MOUNTED DUPLEX RECEPTACLE ARCHITECT BEFORE INSTALLING. ACCESS E: denice.bocek@cbre.com 5. SEE ELECTRICAL DRAWINGS FOR LIGHTING INFO. PANEL MUST BE FLUSH FRAMELESS, SQUARE CORNERS GYPSUM PANELS IN SALES AREA. LANDLORD MACERICH CONCEALED SPRINKLER HEAD 11411 NORTH TATUM BLVD,FHDEND(,A285028 6. SEE SHEET A150 FOR CEILING FINISHES. G.C. MUST PROVIDE AN ALLOWANCE FOR (4) - C:CHARLIE SIROKMAN ACCESS PANELS IN BID. - ------ --- --- -- -- E:CHARLENE.SIROKMAN@MACERICH.COM Q EXPOSED SPRINKLER HEAD 7. EMERGENCY LIGHTS TO BE INSTALLED ON �X_ T:602.953.6377 SEPARATE CIRCUIT. 13, NO WOOD EVEN FIRE RETARDANT AND FIRE 03; FIRE ALARM STROBE TREATED BLOCKING SHALL BE USED ABOVE 8. ALL LIGHT FIXTURES INCLUDING EXIT LIGHTS, SUSPENDED CEILING. DEIZ� FIRE ALARM HORN AND STROBE COMBO EMERGENCY LIGHTS, ETC. TO BE FURNISHED BOH - ARCHITECT LOCHTE ARCHITECTURAL GROUP AND INSTALLED AS NOTED ON 0005 1N Q 1230 19TH ST. y; WIFI ACCESS POINT - UBIQUITI UNIFRI AP PRO, CEILING SURFACE MOUNTED. RESPONSIBILITY SCHEDULE. 10 6• L5 Ls Ls �r SACRAMENTO,CA 95811 GC TO WIRE CAT 6 CABLE TO EACH AP AND HOMERUN TO BOH T:sSRUT.8099 CL-3 ' ® I C: SRUTHI SEKAR VP PEOPLE COUNTER 11 E: s.sekar@lochteag.00m CEILING C: BLAKE THOMAS C�N CCN CAMERA, CEILING MOUNTED 2 MALL STAIRff .,ara COVE E: b.thomas@Iochteag.com �fl staamr THORSON BAKER+ASSOCIATES • 7 G-_I ! _ 3030 W.STREETSBORO � _D-�_-_�_ _ _ RICHFIELD,OH 44286 O q T: 330.659.6688 'Ll WALL MOUNTED J-BOX i� L7- S-r 1 s CELING LOUNGE C��+ TRUIL ROOM TRIAL BROOM C: BRYAN MELVIN GEEING 'I1 CCN rI COVE COVE LS L5 L5 L5 DAYLIGHT SENSOR I V ® 17 E 14 109 105 106 E: b.melvfn@thorsonbaker=m ® COVE it I TYP C 4' A404 10' 6' 11 iT 0' N'-0' 12 ACCESS PANEL, INTEXFORMS APS16Xi6, COORDINATE PROPER LOCATION W/ 11 Ily CL-1 TYP CL-1 2 I I O ARCHITECT AND OWNER BEFORE INSTALLING CL-1 14 CL-i CL-1 CL-1 LEGEND 15 GENERAL NOTES 12 BIKE __ - _ - -- -- ROOM it 18 1 rr ce= ,e, -= — _ _------71- TRIAL rF 107 I, I 1 ;I 4' LINEAR li 1r F1T-T CCTVr 01 SUSPENDED DRYWALL CEILING SYSTEM. 13 COORDINATE WOOD SLAT LAYOUT WITH RECESSED LIGHT FIXTURE 11'0' i 1 IIC LINEAR ,I ® 24 1-�-10° BAR 1 i re 7 ® `,r LOCATION. CL-1 7 i it CCN 1 I IA p, A404 7 ? L5 MANAGER ROOM ILLUMINATED MILLWORK AND GLASS WALL ASSEMBLY WITH INTERNAL it L7- S-r , II $ , I� 183K 112 Lm SHOWS O LED LIGHTING. INNER C2 FIXTURE NOT DIMABLE. SEE INTERIOR 14 WOOD SLAT CEILING WITH PERIMETER CEILING COVE LIGHTING ALONG L _ _ _ _ _ _ _ J I q II ' 1 1 10'6' ELEVATIONS, SECTIONS AND ELECTRICAL DRAWINGS FOR ADDITIONAL THE MIRROR. 7 ' 113 I I 7 1 L5 INFORMATION. A404 A404 23 1 15 D-21'-8' 'I j'�� TYP. I 1 L7-10'-r CD SOFFIT AT MILLWORK NICHES, TYP. REFER TO INTERIOR ELEVATIONS TYP. - - - - - - - ' I , OILLUMINATED SUSPENDED CEILING TRELLIS ELEMENT WITH UPLIGHT. L7- IS-r i 22 L _ _ _ _ _ _ - - - _ _ _ LS -_ 0 SEE SHEET A405. 16 BOTTOM OF PENDANT LIGHT FIXTURES TO BE SET AT 7'-O" A.F.F. �V it CCT 17 GI lX� I [ B1 O4 NOT USED RECESSED CEILING SPEAKER AT DRYWALL CEILING. COORDINATE WITH CL 1 qb TYP bl i ��JI 17 O �, i L7 10 1 p 7 L.5 L51 SHOWER 17 AV DRAWINGS 18 ®CCNCEILING O5 TRELLIS HANGER CEILING POCKET. SEE STRUCTURAL. I I 1 1r Gl-fl'-7' ®�� 18 RECESSED LINEAR LIGHT FIXTURE, SEE SHEET 7/A404 FOR REQUIRED BIKE it 1 i i 1v LINEAR 7 C® 4 1� p$E A TYP a44 OILLUMINATED ENTRANCE PORTAL. SEE EXTERIOR ELEVATIONS. O HOLD DIMENSIONS FOR DRYWALL FRAMED THROUGH ENCLOSURE. TRIAL ROOM y 1 ra TY A404 17 a. 21 FIXTURE ON DIMMER. 1 1 ' 'I , 18 14 CQ X Typ CLOSET O LINEAR SUPPLY DIFFUSER- SEE MECHANICAL DRAWINGS iT OF I 9, i i 10 39 b 1 ' 7 19 T" CONTINOUS RETURN SLOT LOCATED AT THE SIDE OF CEILING a_1 1, it 7 1 i it A407 1 1 1 I 9' 0' O LINEAR SUPPLY DIFFUSER AND 1" CONTINOUS RETURN SLOT LOCATED O COVE, TYP. SEE MECHANICAL DRAWINGS AND ARCHITECTURAL DETAIL. q L7- S-r I i d TYP I, , 2 I APPROVED Xt ' ' L7- 10'-1' n Macerich TC AT THE SIDE OF CEILING COVE, TYP. SEE MECHANICAL DRAWINGS iL _ _ _ _ _ J I -16-1• LNEAR CI-16'-r LINEAR 9 DZFt i I 10 5/27/2021 AND ARCHITECTURAL DETAIL 20 ACCESS PANEL 24"X24" FOR EXTERIOR SIGN AND PORTAL POWER ,I ® I, L- - - - - - - - - - - - - - - - J D CEILING OgCOVE LINEAR DIFFUSER IN-UNE EXHAUST FAN- SEE MECHANICAL 21 INVERTER TRANSFER SWITCHES TO BE MOUNTED AT THE UPPER -0 DRAWINGS PART OF THE CLOSET- SEE ELECTRICAL 2 VESTIBULE Ir CL-1 10 TILE CEILING IN THE SHOWER. REFER FINISH SCHEDULE. 22 F OM S ® V _*TYP 15 104 13 O O BOTTOM OF PENDANT LIGHT FIXTURE TO BE SET AT 9'-6" AFF. , A404 n.P /SHOWER it SUSPENDED ACT CEILING. y3 C1 LED OUGHT IN WALL COVE. SEE DETAIL 13/A404. 9 0' - -� - 7 - TY D2F D DVE CL-I rag � DPE [O CNN= i g 4 O12 WATER HEATER AND CHILLER ON PLATFORM ABOVE SERVICE SINK. O CLI24' LDF 4r CCTV a_2 24 G1 LED SLAT WALL WASHER. SEE DETAIL 7,14,15/A404. CEILING I 1 4NICHEg,, COVC6-24'6' CB-24'8' CB-24'8 CB-27 0 22'0' CB-22'0 A404 ------ ---------- - ------------ _ ------- - =---- -------- P. P E L O T O N - - ----- _------ -_ �- _-____--=--z_=---__--_-___ LOCHTE MARK DESCRIPTION NOTES A R C H I T E C T U R A L G R O U P NOTE: NO PENETRATIONS OR SAW CUTTING MAY BE MADE THROUGH 1230 19TH ST. -0 DUPLEX RECEPTACLE "USB" DENOTES USB + DUPLEX RECEPTACLE SUSPENDED SLAB WITHOUT MANAGEMENT APPROVAL AND NOTIFICATION SACRAMENTO, CA 95811 OF DATE AND TIME. X-RAYS OF THE AREA OF THE PROPOSED FLOOR TELEPHONE: 916.502.8099 -0 QUAD RECEPTACLE ___ OPENING MUST BE TAKEN BEFORE CENTER MANAGEMENT APPROVAL. A QUALIFIED X-RAY CONTRACTOR HIRED AT GENERAL CONTRACTORS NOTE: ALL LOW VOLTAGE CABLE TO BE PLENUM RATED CABLE. TENANT ONE FIELOTON COMBINATION DUPLEX RECEPTACLE AND DATA FLOOR E FLOOR BOX SHALL BE COMPATIBLE WITH EXPENSE SHALL 125 W.25TH STREET, 11TH FLOOR O� LEGRAND-WIREMOLD RESOURCE RFB SERIES ABOVE GRAD HATH SURFACE COVER, PERFORM ALL X-RAYS. NEW YORK,NY 10001 1 TWO GANG FLOOR DUPLEX RECEPTACLE, ADJACENT MATERIAL, S.E.D. C: RYAN BADGER RFB2E-RFB6DP-6CTC20S WITH 4REC (DUPLEX) AND 42A (DEVICE MOUNTING PLATE) MASS FINISH MALL CORRIDOR E: ryan.badger@onepeloton.com C: DENICE BOCEK COMBINATION DUPLEX RECEPTACLE AND DATA FLOOR ON FLOOR BOX SHALL BE COMPATIBLE WITH LEGRAND-WIREMOLD RESOURCE RFB SERIES ABOVE GRADE NTH SURFACE COVER, ADJACENT MATERIAL, S.E.D. E: denice.bocek@cbre.com 1 TWO GANG FLOOR DUPLEX RECEPTACLE, 15 21 RF92E-RFB6DP-6CTC2SN WITH 4REC (DUPLEX) AND 42A (DEVICE MOUNTING PLATE) SATN NOR FINISH LANDLORD MACERICH 11411 NORTH TATUM BLVD,PIiOENU(AZ 85028 C:CHARLIE SIROKMAN Y@' ELECTRICAL SWITCH --- E:CHARLENE.SIROKMAN@MACERICH.COM _ � T:602.953.6377 17 1230 19TH ST. > 2G JBOX FOR MILLWORK LIGHTING FIXTURE U.O.N. ALL FIXTURES BY MWC; G.C. TO PROVIDE POWER ONLY. COORD. LOCATIONS AND ACTUAL QUANTITY W 20 N og L — — J MWC. 4+� ARCHITECT LOCHTE ARCHITECTURAL GROUP BOH > 2G+ Q# WALL DATA OUTLET (p OTY. OF PORTS PER LOCATION) --- m +6U \ / ®# FLOOR OR CLG DATA (# QTY. OF PORTS PER LOCATION) ___ I + SACRAMENTO,CA 95811 22 23 T:916.502.8099 C: SRUTHI SEKAR DPoVER E: s.sekar@lochteag.com C: BLAKE THOMAS AV BOX --- MALL STAIR 25 I MEP& E: bAhomas@lochteag.com srnucuwu THORSON BAKER+ASSOCIATES REVOLUTION ACOUSTICS SSPC MULTI DUCER INVISIBLE CONSTANT SPL SPEAKERS. G.C. TO 3030 W.STREETSBORO ® PROMDE 142 CABLES FROM EACH SPEAKER TO HOME RUN A V PANEL IN STOCKROOM F -° LVW — — — 1 9 RICHFIELD,OH 44286 / / 6A 66 m TFIAL TREAD TREAD T: 330.659.6688 CLG ® LOUNGE TRIAL ROOM TRIAL ROOM ` C; BRYAN MELVIN CEILING DUPLEX RECEPTACLE 105 106 E: b.mely n@ homonbaker.wm 25 1 .zb+ .Zb+ W'+„09+ FIRE ALARM STROBE -_- 4 _ _ _ 2 II 1 WE I 7 +1 _ - _ � _ 136" _ _ �; FIRE ALARM HORN AND STROBE COMBO --- TRIAL ROOM I + v_W 6A B 107 1 +� I +18^ y;Y WIFI ACCESS POINT - UBIQUITI UNIFRI AP PRO, ABOVE CEILING SURFACE MOUNTED. __ I EQ EO 25 13 \ GC TO WARE CAT 6 CABLE TO EACH AP AND HOMERUN TO BOH MANAGER ROOM n2 PEOPLE COUNTER --- _ r — _ _ _ J I b + 10 C�N 25 - o — - +�" CCN CAMERA, CEILING MOUNTED --- =A L)FW — — — J + + J I FIRE EXTINGUISHER WALL MOUNTED 6A 68 I ® I +136^ — — — ------- LV 6A B FIF FIRE ALARM PULL --- 4 ®e w +18" + JBOX W/ POWER WHIP ALL FIXTURES BY MWC; G.C. TO PROVIDE POWER ONLY. COORD. LOCATIONS AND ACTUAL QUANTITY W/ TRIAL ROOM MWC. "o � r — — — — 1 1 CLOSET 103 Lv-w LOW VOLTAGE WHIP I EQ. EQ. 1 7 7 19 1 APPROVED v - - - - - - - - - � O 117 IN --- + 11 +48"1 I 11 , Macerich TC CONCEALED SPRINKLER HEAD El + 1 1 — — — 4 +48^ + 5/27/2021 jo Q PENDANT SPRINKLER HEAD ROOM m FITTINIGVESTIBULE 18" 1 O 25 � I 8 /SIHOOWER 1_j POWER SCHEDULE 11 I _ _ _ - -W - - _ _ _ I_ _ - _ - _ _ N � W W W a 1,11 W �lllQ� - - - ____ ____1- + - - - - - __ - - - - - -�,- =24- - - - - - - - - - - - P+ P P E LOTO N O - POWER AND DATA FOR DEMONSTRATION FIXTURE. POWER AND DATA TO BE SET IN 19 18 3 +e6 s^ 6 TYPICAL WASHINGTON SQUARE MALL BACK-BOX PROVIDED BY DISPLAY/MONITOR PROMDER. COORDINATE FINAL POWER LOCATION I O2 - AND LIGHTING LINEAR LENGTHS WITH MILLWORK SHOP DWGS AND PPI DRAWING. ms's" — — — — — — — I SPACE R05 I I I F 9374 S.W. WASHINGTON SQUARE 1 II II II II II II it II JBOX FOR EXTERIOR ILLUMINATED PORTAL OSURROUND. COORDINATE FINAL LOCATION WITH INVERTER TRANSFER SWITCHES TO BE MOUNTED AT THE UPPER PART OF THE CLOSET- SEE I I I II I 3 19 1 f l I i l I ROAD, EXTERIOR ELEVATIONS AND SIGN SHOP DRAWINGS. ELECTRICAL I I 14 "¢' t I 11 I I .¢ t TIGARD , OR 97223 ORECESSED FLOOR BOX FOR POWER AND DATA, COVER PLATE TO BE SET FLUSH WITH FINISH POWER AND DATE FOR N SCREEN IN STAFF AREA. PROVIDE BLOCKING FOR MONITOR. SEE I I 4 4 18 FLOOR. 20 INTERIOR ELEVATION AND PPI DRAWINGS FOR HEIGHTS. I _ - _ I — — I _ _ — _ — _ I I _ — — — I_ _ _ — — I — — — — I I _ _ _ _ — — — — — _1 I — — — . ' + — {--1 —� — + — — — — — — � — - - - —I 1 } - - - - — I } ISSUE HISTORY ONOT USED 3 86115" I I I I I I I f I I 21 [N] IFS SYSTEM PER ELECTRICAL PLAN. I I 7'_ • x'40• I I I I V " I 7'-0" Oi PRELIMINARY LL RENEW 04.28.2021 3'-0" 3'-0" I I I 02 ISSUE FOR PERMIT/ LL RENEW 05.24.2021 6ODUPLEX OUTLET FOR LED LIGHTING WITHIN MILLWORK. COORDINATE FINAL POWER LOCATION O INVERTERS TO BE LOCATED PER ELECTRICAL PLANS. I I I I I I I I I I I I I AND LIGHTING LINEAR LENGTHS WITH MILLWORK SHOP DWGS. 22 DRIVERS TO BE LOCATED PER ELECTRICAL PLANS IN THE DRIVER WALLSEE INTERIOR L I I I I 1 �Z LOW VOLTAGE WHIP FOR LIGHTING WITHIN MILLWORK. REFER ELECTRICAL AND MILLWORK 23 ELEVATIONS +A65^ — — - — — — — — - - - tl= _ _ _ _ =Ifi = _ - - 1 1 - _ _ — = t 6A DRAWINGS. II I 11 II II II f II 1 O LOW VOLTAGE WHIP FOR LED LIGHTING AT P-LOGO WALL. COORDINATE LENGTH AND POWER 3 4B61Is^ I I i I I 1 1 3 INNER BAND LIGHTING WITHIN MIRROR/RESIN MILLWORK WALL PANEL CONTROLLED BY 24 REQUIREMENTS WITH LIGHTING/ MILLWORK AND ELECTRICAL DRAWNGS. 186.5• I l I L I I I 1 7 68 TIMECLOCK. E.C. TO VERIFY EXACT LENGTH IN FIELD. COORDINATE WITH ARCH. ELEVATIONS. I I CD LOW VOLTAGE WHIP FOR LED SLAT WALL WASHER. COORDINATE LENGTH AND POWER 1I II II II If II II 1 `� 25 REQUIREMENTS WITH LIGHTING/ MILLWORK AND ELECTRICAL DRAWNGS. L - - _ - _ JL _ - _ _ _ _ JL _ _ _ - _ _ JL _ - _ _ _ _ JL - _ _ _ _ _ JL _ _ _ - _ _ JL - _ _ - _ - JL _ - _ _ - _ JL _ _ - _ - ---- 0 J 1 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o OTOUCH PANEL CONTROL FOR AV SPEAKERS. STUB 3/4" CONDUIT WITH BUSHING. LEAVE 6' SALES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I OF CABLE TO BE TERMINATED TO CUSTOM CUTOUT TOUCHPANEL. FLOOR 1 N Og POWER FOR ELECTRIC HAND DRYER UNIT. 101 I III 1 1 III EOg POWER FOR ELECTRIC HOT WATER HEATER. BA }J'��_°9• 448.5" PROJECT NUMBER 21003 10 LIGHTING SWITCH BANK. REFER TO ELECTRICAL DRAWINGS s — — — J SCALE 11 DIMMER SNATCH FOR LIGHT FIXTURES WTHIN TRIAL ROOMS. SEE ELECTRICAL DRAWING 17 2+48.5^ 1/4'=l'—Os - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o „gZ•yg SHEET TITLE L 12 DISCONNECT SWTCH TO BE LOCATED INSIDE HINGED PORTAL. „sZae POWER, POWER, DATA AND LIGHTING CIRCUIT FOR TRIAL LOUNGE DISPLAY FIXTURE. POWER AND DATA 5:1 — — 1 [�� - „SZ*as g 6A DATA, AND 13 TO BE SET IN WALL. PROMDE DUPLEX FOR PERIMETER LED BACKLIGHTING LIGHTING CIRCUIT. - - - J _ - - - - - - - - - - - - - - - sZ SECURITY FLOOR PLAN COORDINATE FINAL POWER LOCATION AND LIGHTING LINEAR LENGTHS NTH MILLWORK SHOP _0 DWGS — — _ — _ _- __ — — — — __ — _ — — _- _. _.. _ — — — — — — — __ -' SHEET NUMBER s 1 o POWER, DATA AND LIGHTING CIRCUIT FOR COMMUNITY WALL, . POWER AND DATA TO BE SET A 130 0 14 IN WALL. COORDINATE FINAL POWER LOCATION WTH MILLWORK SHOP DWGS. ENTRY EiQTRY E IT FLOOR MOUNTED CABINET RACK, PROVIDE POWER AS SHOWN AND A JUNCTION BOCK WTH 12 3 6 1QOA 3 12 PROFESSIONAL SEAL N 15 1 1/4" CONDUIT AND PULL STRING TO 6" ABOVE CEILING FOR AUDIO CABLES. PROMDE (.o OWNER FURNISHED FIRE SAFETY RELAY FOR AUDIO DUCKING. �D ARC II 16 J-BOX FOR EXTERIOR ILLUMINATED SIGNAGE ABOVE. COORDINATE W/ SHOP DRAWINGS. � �rr� c"I POWER, DATA AND LIGHTING CIRCUIT FOR BRAND INTRODUCTION FIXTURE. POWER AND DATA STEPHEN ,t W L617 TO BE SET IN BACK-BOX PROVIDED BY DISPLAY/MONITOR PROVIDER PROVIDE A 6'-0' LONG LOCHTE y LOW VOLTAGE WHIP FOR PERIMETER LED BACKLIGHTING LIGHTING.000RDINATE FINAL POWER o LOCATION AND LIGHTING LINEAR LENGTHS WITH MILLWORK SHOP DWGS. • S RAMENTO,CA • ARI-13364 0 KEY NOTES 10 FLOOR PLAN 1 OF o 01 1/a' - r-o• MARK DESCRIPTION SPECIFICATIONS QTY. REMARKS L 0 C H T E A R C H I T E C T U R A L G R O U P O PELOTON BIKE 6 W/ MATS 6 SUPPLIED BY PELOTON 1230 19TH ST. SACRAMENTO, CA 95811 B-o2 PELOTON TREADMILL -- 4 SUPPLIED BY PELOTON TELEPHONE: 916.502.8099 TENANT ONE PELOTON Fx-01 APPAREL DISPLAY UNIT -- 4 BY PELOTON MWC 125 W.25TH STREET,11TH FLOOR NEW YORK,NY 10001 C: RYAN BADGER E: ryan.badger@ FX-02 FITNESS DISPLAY UNIT FX-02(X) INDICATES TYPE 5 BY PELOTON MWC MALL CORRIDOR C: DENICEBOCEKpeloton.com E: denice.bocek@cbm.com LANDLORD MACERICH FX-03 BRAND INTRO MONITOR COORDINATE WITH BRAND INTRO MILLWORK 1 BY PELOTON MWC 11411 NORTH TATUM BLVD,PHOENK AZ85028 „„ C:CHARLIE SIROKMAN E:CHARLENE.SIROKMAN@MACERICH.COM T:602.953.6377 7FLL BOH 2 ARCHITECT LOCHTE ARCHITECTURAL GROUP lhy \� 1230 A19TH SACRAMENTO,CA 95811 r 1 T:916.502S099 C: SRUTHI SEKAR DRIVER E: s.sekar@lochteag.com FX-39 C: BLAKE THOMAS MALL STAIR ' \ E: b.thomas@lochteag.aom Fx-08 TRIAL LOUNGE ROUND BENCH OVERALL DIAMETER 60" 1 BY PELOTON MWC - x-n c n \ sM"�*"� oHOR30 SON BA BOR+ ASSOCIATES RICHFIELD,OH 44286 T: 330.659.6688 Fx-09 BOH KITCHENETTE -- 1 BY G.C. � 31 LO TRIAL ROOOM TRIAL ROOM Rx� � 0 C: BRYAN MELVIN 109 10$ L 106 E: b.melvin@thomonbaker.00m 42"W x 15 DX 8'H. (7) SHELVES AND (7) OPENING SPACED 11 II FX-I PIPP SHELVING 1'-0" APART NTH CIRCLE PERFORATED 22 GAUGE, 50+% 12 BY G.G. II OPEN SHELVES. � Fx-tz WEIGHT STAND/BENCH 2 FULL, 2 BENCH ONLY 4 BY PELOTON MWC WETRIAL ROOM >o7 /O 0® \ I Fx-u TRIAL LOUNGE SCREEN SHROUD -- 1 BY PELOTON MWC F- I �u I OI -" MANAGER Roots BY PELOTON MWC, GC TO I " l� -- Rx-� O Fx-n Rx-n nz TRIAL ROOM COAT HOOK 4 ' O INSTALL - BY PELOTON MWC, GC TO Fx-zl FITTING ROOM HANGBAR -- 1 Fx-w INSTALL Fx-3o ILLUMINATED MILLWORK MIRROR/GLASS PANELS TRIAL ROOMS 4 BY G.C. FX-38 FX-38 0® Fx-oo Fx-I Fx-n it Fx�oa ILLUMINATED MILLWORK MIRROR/GLASS PANELS FITTING ROOM 1 BY G.C. O r BIKE RX 12 -- L Orn TFLAL ROOM - - - - - - Fx-31 CLOSET MILLWORK WOOD SLAT WALL PANELS DIMENSIONS VARY PER WALL, SEE 5 BY G.C. ELEVATIONS Fx-32 BRANDED "P" SLAT WALL PANEL WALL FRAMING BEYOND BY GC 1 BY PELOTON MWC j APPROVED Macerich TC 5/27/2021 Fx�3 DEMO DISPLAY SHELF COORDINATE WITH DEMO DISPLAY MILLWORK 1 BY PELOTON MWC - FITTING — — — VESTIBULE — COORDINATE WITH COMMUNITY WALL, Rp M I r - �SHHOWSTROOM ER Fx�a COMMUNITY WALL 1 BY PELOTON MWC MILLWORK AND EQUIPMENT COORDINATE WITH COMMUNITY WALL, 1 L Fx-3ai COMMUNITY WALL PANELS 1 BY G.C. J4 MILLWORK AND EQUIPMENT Fx-35 BRAND INTRO MILLWORK SURROUND COORDINATE WITH BRAND INTRO MILLWORK 1 BY G.C. O O O O O PELOTON Fx-01 R7(-0I FX-0I � Fx-02T Fx-02Y Fx-023 ; Fx-3s FREESTANDING BENCH 20"x42" 1 BY PELOTON MWC FX-37 FX-� WASHINGTON SQUARE MALL SPACE R05 Fx-3� MILLWORK PAN BEHIND FX- 1 AN FX- � 9374 S.W. WASHINGTON SQUARE O ELS BE D 0 D 02 4 BY G.C. 0 ROAD, Fx-3s MILLWORK PANELS TRIAL LOUNGE W/ LED UPLIGHT 2 BY G.C. TIGARD , OR 97223 Fx BOH TV LG-49UH5C-B 43.43" X 25.51" X 1.52" 1 BY VENDOR ISSUE HISTORY I 0 o I I I I I � O 0 O BREAK TABLE -- 1 SUPPLIED BY PELOTON 7 O CHAIR -- 5 SUPPLIED BY PELOTON Cik) 0 0 0 �I FU-n SIDE TABLE TRIAL LOUNGE 1 SUPPLIED BY PELOTON SALES FX-34.1 CZ)_ FLOOR Ft111A RUG TRIAL LOUNGE - OVERALL DIAMETER 100" 1 SUPPLIED BY PELOTON LI t PROJECT NUMBER 21003 I p- SCALE 1/4,a1'—Om f SHEET TITLE 7 I i I FIXTURE O MANAGERS DESK -- FLOOR 1 BY G.0 � HANG RODS VERIFY LENGTH IN FIELD 1 BY G.C. SEE INT ELEV FOR �' , _� . PLAN HEIGHTS SHEET NUMBER WRAP STATION -- 1 BY PELOTON MWC — — — — — — — — — — ENTRY ENTRY A140 100A PROFESSIONAL SEAL 00a N I oN U~� STEPHENLOCHTE r� u N S MENTO, CA ARI-13364 ,$ FIXTURE SCHEDULE 10 FLOOR PLAN 1 of o NONE 1/4' - T-V LOCHTE A R C H IT E C T U R A L G R O U P 1230 19TH ST. SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 TENANT ONE PELOTON 125 W.25TH STREET, 11TH FLOOR NEW YORK,NY 10001 C: RYAN BADGER MALL CORRIDOR E: ryan.badger@onepeloton.com i C: DENICE BOCEK E: denim.bocek@cbm.com LANDLORD MACERICH 11411 NORTH TATUM BLVD,PHOENK AZ 85028 C:CHARLIE SIROKMAN E:CHARLENE.SIROKMAN@MACERICH.COM i T:602.953.6377 77 I I BOH ARCHITECT LOCHTE ARCHITECTURAL GROUP k 1230 19TH ST. SACRAMENTO,CA 95811 T:916.502.8099 IC: SRUTHI SEKAR DRIVER E: s.sekar@lochteag.com t C: BLAKE THOMAS MALL STAIR t ( E: b.thomas@lochteag.com }= ST CTU L THORSON BAKER+ASSOCIATES — ,� w,,,�1 3030 W.STREETSBORO RICHFIELD,OH 44286 TRIAL TREAD TREAD T: 330.659.6688 W-6 LOUNGE TRIAL ROOM TRIAL ROOM C: BRYAN MELVIN W-61 109 I F 105 106E: b.melvin@thomonbaker.mm Z4 FL-5 FL=S i l ' W-8 Fw I I I BIKE : TRIAL ROOM 107 CID W-5 FL-5 MANAC ER ROOM W-8 °P f +Q `P n2 W-8 W-6 W-6.1 W-8 W-5 BtlCE I TRIAL RCm I a m CLOSET FL-5 ;- 103 FL-1 APPROVED W-8 W-8 I W-12 Macerich TC 5/27/2021 :ng FITTING R -6 RESTROOM 102 /SHOWER de 110 FL-1 jEis 2 t W-4 r� P E LOTO N 7 -1 - - WASHINGTON SQUARE MALL SPACE R05 9374 S.W. WASHINGTON SQUARE ROAD, TIGARD , OR 97223 ISSUE HISTORY 01 PRELIMINARY LL REVIEW 05.07.2021 02 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 FUI 0 Ln �I SALES CDR_OOR o c I - -- - -- PROJECT NUMBER I 21003 LL A -92 A SCALE AS NOTED SHEET TITLE O W .2 �W-92 _._. - - FINISH FLOOR PLAN u 0 SHEET NUMBER w-ns ENTRY w-11.2 ENTRY w-ns A150 W-9.2 W s W-122 100 W-122 100A W-122 W 9 W-92 a PROFESSIONAL SEAL 00 N r f N -1 CD U~ STEPHEN LOCHTE � �3 o S RAMENTO, CA ARI-13364 o> o �,� FINISH FLOOR PLAN 0 � 0 1/a•-r-o• SOURCE CONTACT REMARKS MARK DESCRIPTION SPECIFICATIONS SOURCE LOCATION REMARKS L O C H T E MICHELLE CUTTING, 215 PARK AVE. SOUTH, IE-1 [WD-03] LIGHT OAK WOOD PLANK STOCKHOLM, TRA, UV POLY FINISH, ENGINEERED, 3/4" X 7 2'-10' RANDOM, CENTER CUT, MADERA SALES AREA CLASS II PER NFPA 253, STANDARD A R C H I T E C T U R A L G R O U P STONE SOURCE 7TH FLOOR, NEW YORK, NY 10003. DIRECT: OWNER PROVIDED PRIME GRADE, MICROBEVEL EDGE; GLUE DOWN APPLICATION 646-437-2854, MAIN: 212-979-6400, OTTO BIANCO NATURAL PORCELAIN- 24"X48"; 9.5MM THK WATERPROOF MEMBRANE IS REQUIRED UN ALL TOILET ROOMS AND WET A N 1230 19TH ST. EMAIL: MCUTTINOOSTONESOURCE.COM FL-2 [TL-01] PORCELAIN TILE GROUT : MAPS 93-WARM GREY, 116• GROUT LKSTONE SOURCE RESTROOM AND SHOWER SURROUNDING WALLS REGARDLESS OF WHICH LEVEL THEY ARE ON. PROVIDE FULL ALL SACRAMENTO, CA 95811 RON RBIM, NYC RIP =MOWER= WATERPROOFING AT HOWER TELEPHONE: 916.502.8099 CHILEWICH ARENA, NICKEL- PLAIN, NATURAL PORCELAIN- 48"X48"; 9MM THICK PHONE W-234-7713 FL-3 [TL-02] PORCELAIN TILE STONE SOURCE SALES AREA SIM MCGKI. ORM CUmm SERVICE, GROUT: MAPEI 02-KM 1/16- GROUT LKTENANT ONE PELOTON scauclumm GREENTECH, CHALK MATTE PORCELAIN- 8"X48"; 10MM THICK LOUNGE AND HALL AREA 125 W.25TH STREET, 11TH FLOOR PHONE 706-341- FL-4 [TL-03] DIAGONAL PORCELAIN TILE ( T MAPO 93- WARM GAEY, 1/16" GROUT LIRE STONE SOURCE FLOORING NEW YORK,NY 10001 C: RYAN BADGER LAUREN DAMSON, OWNER PRO\IDED t E: ryan.badger@onepeloton.com MADERA 22 WAVEALY AVENUE, IMt0014YN, NY 11205 o k-5 [VL-03] WOVEN VINYL FLOORING W2W BIOFELT REED-SEASHELL CHILEWICH TRIAL ROOMS SEAMING LAYOUT TO BE APPROVED BY ARCHITECT. C: DENICE BOCEK C: +1-718-484-7280 , E: denice.bocek@cbre.com E LAURDA ADERA-TRAECOM FL-5.1 [VL-03] WOVEN VINYL FLOORING AREA RUG LATEX BACKED REED-SEASHELL, CUSTOM SIZE WITH A SELF-BOUND EDGE CHILEWICH SALES AREA LANDLORD MACERICH 11411 NORTH TATUM BLVD,PFIOENK AZ 85M RECESSED ENTRY GRATE C:CHARLIE SIROKMAN FL 6 [EN-01] ENTRY GRATE FLOOR GRIDLINE G6- ENTRANCE FLOORING- 5/8" DEPTH CONSTRUCTION SPECIALTIES AT ENTRY E:CHARLENE.SIROKMAN@MACERICH.COM T:602.953.6377 FL-7 TRANSITION STRIP US32D, SATIN STAINLESS STEEL SCHLUTER -- R 8 ARCHITECT LOCHTE ARCHITECTURAL GROUP MALL TILE TO MATCH EXISTING -- EXTERIOR COORDINATE WITH LANDLORD 1230 19TH ST. SACRAMENTO,CA 95811 W-1 [PT-01] PAINT BENJAMIN MOORE, ULTRA SPEC SCUFF 'X', "CHANTILLY LACE," OC-65 BENJAMIN MOORE SALES AREA FINISH: EGGSHELL FOR WALLS TYP. LEVEL '5' GWB FINISH 7:916.502.8099 C: SRUTHI SEKAR E: s.sekar@lochteag.com W-12 [PT-01] PAINT BENJAMIN MOORE, ULTRA SPEC SCUFF 'X', "CHANTILLY LACE," OC-65 BENJAMIN MOORE STORAGE AND BOH FINISH: EGGSHELL FOR WALLS TYP. LEVEL '4' GWB FINISH C: BLAKE THOMAS E: b.thomas@lochteag.com sMLCTIJ u THORSON BAKER+ASSOCIATES W-2 PAINT BENJAMIN MOORE - BLACK- 2132-10 BENJAMIN MOORE P WALL- BACKSIDE FINISH: FLAT/ULTI MATTE FOR WALLS TYP. LEVEL '5' GWB FINISH 3030 W.STREETSBORO N RICHFIELD,OH 44286 W-4 [TL-01] PORCELAIN TILE OTTO BIANCO NATURAL PORCELAIN- 24"X48"; 9.5MM THK STONE SOURCE RESTROOM, SHOWER, AND T: 330.659.6688 DRINKING FOUNTAIN WALL C: BRYAN MELVIN E: b.melvin@thorsonbaker.00m 3F W-4.1 [TL-04] PORCELAIN TILE I COLORI, TALCO GLOSS: 2"X9"; 8MM THK STONE SOURCE BOH KITCHEN BACKSPLASH J_ W-5 [WD-01] LIGHT GREY WOOD SLATS BY GC BY GC WOODEN SLATS @ TRIAL ARE CLASS C PER ASTM E84 IRESIRCOM N W-5.1 [WD-2] PE WOOD FIM PE WOOD FNNSH. PROVIDE MARINE GRADE FINISH PANELS FOR HIGH HUMIDITY AREA CONDITION CUSTOM TOWEL NAM ER SHOWER CLASS C PER ASTM E84 VENDOR CONTACTS 2 W-6 [GL-01] WHITE LAMINATED FABRIC IN GLASS STYLE: HUSH GESSO 2 + POWDER D03- VARIA ECORESIN 1/4"- SANDSTONE F01 3FORM TRIAL ROOM, MATERIAL APPLIED OVER DRYWALL FITTING RM VESTIBULE W:i•1 [GL-02] MIRROR 1/4" THICK, LOW IRON, STARPHIRE, TEMPERED -- TRIAL ROOM, FITTING RM, 3 RESTROOM, SHOWER W-62 [GL-03] FROSTED GLASS FROSTED GLASWHITE LAMINATED GLASS - LEVEL 4 - WHITE BISQUE AYSD-306 BENDHEIM TRIAL ROOM DOORS W-7 [LA-01] MATTE WHITE LAMINATE FORMICA COLOR CORE 2, WHITE 949-58, MATTE FINISH FORMICA RESTROOM, SHOWER, DOORS COLOR ALL THE WAY THROUGH W-7.1 [LA-02] MATTE BLACK LAMINATE TRACELESS FINISH, BLACK VELVET 15505-31, MATTE FINISH WILSONART SALES AREA COLOR ALL THE WAY THROUGH W-72 [LA-03] LIGHT OAK LAMINATE STANDARD LAMINATE, BEIGEWOOD 7850-60, MATTE FINISH WILSONART SALES AREA W-7.3 [LA-04] FABRIC LOOK LAMINATE THRU-COLOR, JUMPING IN PUDDLES AG801-XX (FINISH TBD) PIONITE SALES AREA COLOR ALL THE WAY THROUGH APPROVED W-7.4 TC [LA-05] BLACK WOOD LAMINATE BLACKENED LEGNO, 8848-58, MATTE FINISH FORMICA COMMUNITY WALL AND BRAND Macer1 INTRO MILLWORK 5//27/2021 W-7.5 [SF-2] MATTE WHITE LAMINATE FORMICA COLOR CORE 2, NEW WHITE, 7223C-58, MATTE FINISH FORMICA BOH MILLWORK COLOR ALL THE WAY THROUGH W4 [VL-01] LIGHT GREY FABRIC WALL COVERING SIORMCLOUD 5151-803, 5681, "TON FLASH, FR ACRYLIC BACIM PATTERN RUNS DERMTD( TRIAL LOUNGE ASTM E-84 CLASS A HORIZONTAL W-lit [VL-02] GREY FABRIC WALL COVERING AERIE AIE 62 DEW STINSON SALES FIXTURES W-9 I [MT-05] BLACK MATTE METAL FINE TEXTURED RAL 90051 MATTHEWS PANT FORMULA, 43630, VERSION 1, N MATTE DRYLAC POWDER COATING STOREFRONT PORTAL AND 0 INTERIOR PANELS 1-9.1 ] [MT-02] MATTE WHITE METAL RAL 9016, MATTE, GL DRYLAC POWDER COATING P E L O T O N W 92 GREY METAL ALURMBIM 91E COIP0PMEL, ALPOLIC "CNC CHARCOAL', MAX PMEL 62"z 196', ALPaE FACADE PANELS CUSTOM AVAILME WITH 1,000 SF ORDER WASHINGTON SQUARE MALL W-10 [FRP-01] STAINLESS STEEL SHEET PANELS 16 GAUGE STAINLESS STEEL, 08' SHEET WITH SATIN #4 FINISH CS ACROVYN OR EQUIV WALLS AT MOP SINK IN BOH SPACE R05 9374 S.W. WASHINGTON SQUARE W- [M STOREFRONT FRMMRG SYSTEM ERIOR] LO D G %BOTTOM u NTH CUST0111 LENGTH SETM u-CHAI�EL NI1H RAIL-IN TOP � COLOR- RAL 9005 ROAD, TIGARD , OR 97223 ISSUE HISTORY W-122 STOREFRONT GLASS [INTERIOR] 1/2" THICK, LOW IRON, STARPHIRE, TEMPERED __ __ 01 PRELIMINARY LL REVIEW 05.07.2021 02 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 W-12.3 STOREFRONT GLASS DOOR [INTERIOR] 1/2" THICK, LOW IRON, STARPHIRE, TEMPERED 1" THK. POPLAR JAMB W/ OAK NOSING, EASED EDGES. PRIMED & PAINTED , , W-13 WOOD DOOR JAMB � ULTRA SU 500 w1780R,T -CHANTILLY LACE," OC-65 - DOOR JAMBS UON FMSIk FLAT, LEVEL 5 GWB FIM 3 W-14 RESTROOM LOT TRIM FLASH AURA BATH AND SPA WATERBORNE XTEI80R PAINT- MATTE, SEED BROMM, 2096-10 REPR00M LIGHT TRIM FN9t MATTE n CL-1 [PT-1] PAINTED GYP. BOARD BENJAMIN MOORE, ULTRA SPEC 500 INTERIOR, "CHANTILLY LACE," OC-65 BENJAMIN MOORE ALL SALES AREAS ION FINISH: FLAT, LEVEL '5' GWB FINISH c CD CL-1.1 [PT-1] PAINTED ACOUSTIC GYP. BOARD BENJAMIN MOORE, ULTRA SPEC 500 INTERIOR, "CHANTILLY LACE," OC-65 BENJAMIN MOORE TRIAL LOUNGE FINISH: FLAT, LEVEL '5' GWB FINISH o N � CL42 [PT-1] PAINTED GLASSROC GYP. BOARD BENJAMIN MOORE, AURA BATH AND SPA WATERBORNE INTERIOR PAINT,CHANTILLY LACE," OC-65 BENJAMIN MOORE RESTROOM AND SHOWER FINISH: MATTE, LEVEL 'S' GWB FINISH oPE SLATS AND BAC( PANEL PROVIDE MARINE GRADE FINISH ON SLATS FOR HIGH HUMIDITY PROJECT NUMBER CL-2 [WD-2] WOOD SLATS AREA CONDITION CUSTOM RESTROOM AND SHOWER CLASS C PER ASTM E84 21003 N CL-3 ACT ARMSTRONG OPTIMA SQUARE TEGULAR. 9/16" WITH SUPRAFINE SUSPENSION GRID 2024 ARMSTRONG SCALE AS NOTED 0 SHEETI L E 1 PAINT WOOD BASE BENJAMIN MOORE, "CHANTILLY LACE," OC-65 BENJAMIN MOORE FINISH: MATTE B COMMUNITY WALL, P-Loco, FINISH SCHEDULE a N B-2 PAINT WOOD BASE BENJAMIN MOORE - BLACK- 2132-10 BENJAMIN MOORE BRAND INTRO FINISH: MATTE � Q 0 m 6-3 [LA-03] LIGHT OAK LAMINATE BASE STANDARD LAMINATE, BEIGEWOOD 7850-60, MATTE FINISH WILSONART NICHES SHEET NUMBER 0 ML-1 [FB-02] TAN AGED LEATHER VIENNA COGNAC GLOBAL LEATHERS -- A151 PPROFESSIONAL SEAL ML-2 [MT-01] MATTE BLACK METAL RAL 9011, MATT GL DRYLAC POWDER COATING FINISH: MATTE N o �ti�D A p I 3 ML-3 [FB-01] GREY TEXTURED FABRIC TBD TBD TRIAL LOUNGE SEATING PAD � g �r N ~ STEPHEN o ML-5.1 [ST-01] SOLID SURFACE LIMESTONE PRIMA SOLID SURFACE DUPONT CORIAN BOH KITCHEN AND OFFICE N LU LLO�CHTE Lr� CJS/ AC '3 [ST-02] WHITE SOLID SURFACE GLACIER WHILE DUPONT CORIAN RESTROOM AND SHOWER o • S RAMENTO,CA ML-5.3 [ST-03] BLACK SOLID SURFACE DEEP NOCTURNE DUPONT CORIAN COMMUNITY WALL __ t� ARI-13364 Cp.$ FINISH SCHEDULE 1 OF 00 0 - B.O. MALL CEILING OIL 0 C H T E +32'-0' AFF A R C H IT EC T U R A L G R O U P 1230 19TH ST. Metal panel may be used to provide alternate texture on a porton of the storefront. SACRAMENTO, CA 95811 • High quality is expected for all metal applicatons, including careful fnishing and quality TELEPHONE: 916.502.8099 fastener detailing. • Metals may include: shop-painted aluminum and steel, stainless steel, solid brass, TENANT ONE PELOTON bronze, pewter, or enamel coated steel, and may be used for hardware, trim and panels 125 W.25TH STREET, 11TH FLOOR when well designed and detailed. c ER ANRBA�DGYER�o1 • The following notes on metal material details must be called out on the submited E: ryan.badger@onepeloton.com drawing set: C: DENICE BOCEK • Minimum 1/2" thick fre-rated plywood or other solid substrate is required behind LANDLORD denice.bocek@cbre.com M all metal panels. ACERICH 11411 NORTH TATUM BLVD,PHOENIX,AZ 85028 • Minimum 18 gauge metal panels are required. C:CHARLIE SIROKMAN • All seams between metal panels must be identfed on the storefront elevaton and E:CHARLENE.SIROKMAN@MACERICH.COM must be properly addressed during design review process. T:602.953.6377 ARCHITECT LOCHTE ARCHITECTURAL GROUP 1230 19TH ST. SACRAMENTO,CA 95811 C: SRUTHI SEKAR E: s.sekarsekar@lochteag.com KE AS W-92 E: b.th mas@lochteag.com ALUMINIUM COMPOSITE PANELS srauclUa L THORSON BAKER+ASSOCIATES LJJ 07 04 01 L LJ 3030 W.STREETSBORO _Z AM AM A201 Z RICHFIELD,OH 44286 J J T: 330.659.6688 W Lv C: BRYAN MELVIN Q N FACE LIT SIGNAGE BY VENDOR E: b.melvin@tho sonbaker.com L�jJ 12'-10 7/8" J T.G.STOREFRONT OL +18'-0'AFF ® � � Y////, LEASE LINE OPI w-9 PORTAL BY SIGNAGE VENDOR, - -- - --- - - REFER TO SHOP DRAWINGS N I N B.O.ENTRY PORTAL OL I +10'-0' AFF w-s 3/4" REVEAL T.O. DOOR OL � � ��-0•AFF ` XV APPROVED j \ \ w-12.3CRL COMMERCIAL PATCH HARDWARE acerrich C NORTH AMERICAN SERIES PAIRED DOORS "A STYLE" W/ TRANSOM, PUSH THROUGH SIDELITE, AND FLOOR CLOSERS SIGNAGE, TYP. / FLUSH JOINT COLUMN COVER BEYOND. COLOR LED LIGHT STRIP IN / � , i TO MATCH W-9.2 ELEVATION. SEE SIGNAGE SHOP DRAWING ,� / F�sH®FLOOR h P E LOTO N IJ4 1�'17 �O/ L I wr// //Xz /Z /114 L i.0'-0•A F WASHINGTON SQUARE MALL w-92 ALUMINIUM COMPOSITE PANEL SILL (E) NEUTRAL PIER W/ 3/4° REVEAL 9374 S.W. WASHINGTON SQUARE ROAD, STOREFRONT ELEVATION 2 TIGARD , OR 97223 ISSUE HISTORY 01 PREUMINARY LL RENEW 05.07.2021 02 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 F_w-_1z_31 CRL COMMERCIAL PATCH HARDWARE FLUSH JOINT COLUMN COVER. COLOR TO FW-2-31 CRL COMMERCIAL PATCH HARDWARE NORTH AMERICAN SERIES MATCH W-9.2 NORTH AMERICAN SERIES BOX COLUMN, S.S.D PAIRED DOORS "A STYLE" W/ TRANSOM, PAIRED DOORS "A STYLE" W/ TRANSOM, SIDELITE, AND FLOOR CLOSERS '-6" 3'-6" 3'-6" 3'-6" SIDELITE, AND FLOOR CLOSERS (E) DEMISING STUD FRAMING o " LD HOLD " " HOLD HOLDCD " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � Q I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - W� I CD - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - BY SIGNAGE i- 1'- 0" i REFER LTO SHOP DRAWINGSOR " I a I o 6 -11 1 8 I I ' i _g" LEASE LINE / I � . / / \ U PROJECTN oO UMBER 21003 METAL STUD FRAMING `` - - - - - - - - - - - - - - - - - - - �I L — - - - - - - — SCALE AS NOTED r - - 00 a \ ^ nSHEET TITLE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -= - - - - - - - - 5- - - - - - - w42 STOREFRONT PLAN o _ _ _ _ _ _ _ o ALUMINIUM COMPOSITE PANELS AND ELEVATION a� SHEET NUMBER (E) NEUTRAL PIER J (E) NEUTRAL PIER W/ 3/4" A200 2'-2 3/8" 4'-0" 2'-2 3/8" REVEAL '-0" 4'-0" Y VENDOR 11'-11 7/8" TO C.L. GLAZING 8'-1 3/4" TO C.L. GLAZING TO C.L. GLAZING 8'-1 3/4" TO C.L. GLAZING 11'-11 7/8" TO C.L. GLAZING Y VENDOR lit 5-8 5/8 PROFESSIONAL SEAL 48'-8" C14 ('~ STEPHEN Lr LOCHTE H o S RAMENTO,CA ARI-13384 cn STOREFRONT PLAN 1 OF O� 3/8'-1'-0' i LOCHTE A R C H ITECTU RAL GROUP 1230 19TH ST. SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 Z ZTENANT Z J J J ONE PELOTON 125 W.25TH STREET,11TH FLOOR tw � NEW YORK,NY 10001 Q ¢ Q C: RYAN BADGER J J J E: ryan.badger@onepeloton.com C: DENICE BOCEK E: denice.bocek@cbmmm ANDLORD MACERICH 11411 NORTH TATUM BLVD,PHOENK AZ 85028 j C:CHARLIE SIROKMAN / I T:802.953.6377 IROKMAN@MACERICH.COM ARCHITECT LOCHTE ARCHITECTURAL GROUP 1230 19TH ST. SACRAMENTO,CA 95811 7:916.502.8099 C: SRUTHI SEKAR ---- E: s.sekar@lochteag.com C: BLAKE THOMAS Please paint surface E: b.thomas@lochteag.com as it will be seen from sraucrUM THORSON BAKER+ASSOCIATES 2nd Level. 3030 W.STREETSBORO RICHFIELD,OH 44286 T: 330.658.6688 C: BRYAN MELVIN AILI E: b.melvin@thorsonbaker.com EXISTING LANDLORD BULKHEAD. V.I.F I EXISTING LANDLORD BULKHEAD. V.I.F EXISTING LANDLORD BULKHEAD. V.I.F GYP RETURN TO LL BULKHEAD, FINISH NOT REWIRED GYP RETURN TO LL BULKHEAD, FINISH NOT REQUIRED GYP RETURN TO LL BULKHEAD, FINISH NOT REQUIRED LEAS INE _ T.O.STOREFRONT h LEAS INE _ 10.STOREFRONT LEASINE _ T.O.STOREFRONT OL +/-16'-0' AFF n + + + + +/-16-0' AFF + + + + +/-16'-0'AFF + + + + METAL STUD BRACING FASTENED. II + + + + METAL STUD BRACING FASTENED. + + + + METAL STUD BRACING FASTENED. S.S.D S.S.D S.S.D II II it II II II ! 0I 01 A404 A404 A404 TYP. ! TYP. TYP. �— FACE LIT SIGNAGE. REFER SIGNAGE SHOP DRAWING L~FACE LIT SIGNAGE. REFER SIGNAGE SHOP DRAWING I I! I I II I W92 ii W92 - - - - - - - - 27 + + + + + + + + + + + + + + + + + + + + + + + + + + ALUMINUM COMPOSITE PANEL + + + + I! + + + ALUMINUM COMPOSITE PANEL + + + + + ALUMINUM COMPOSITE PANEL Im F 01 1 ; 1 II + + + + + r 1 ;j 11 + + + + + + + + + + + + + + +' T.O.PORTAL OL + + + + + T.O.PORTAL h + + + + + T.O. PORTAL APPROVED 12'-3' AFF I I +/ 12'-3' AFF I +/-12'-3' AFP Macerich T C 0' W 92 1 10° 111q-02 ® 5/27/2021 HOLD HOLO t3'-9 5/8' / 3/4•X3/4" CONTINUOUS REVEAL / 3/4'X3/4" CONTINUOUS REVEAL / 3/4'X3/4' CONTINUOUS REVEAL W 9 W-9 W II 'I II � / ENTRY PORTAL BY SIGNAGE VENDOR. / ENTRY PORTAL BY SIGNAGE VENDOR. / ENTRY PORTAL BY SIGNAGE VENDOR. REFER SIGNAGE SHOP DRAWING REFER SIGNAGE SHOP DRAWING REFER SIGNAGE SHOP DRAWING BOX BEAM S.S.D. B.O.ENTRY PORTAL O + ENTRY PORTAL ENTRY PORTAL B.O.EPORTAL +/-10'-0' AFF +/-10'-0'AFF +/-10'-0'AFF BOX BEAM S.S.D. BOX BEAM S.S.D. W�2 II ALUMINUM COMPOSITE PANEL SOFFIT I W-02 P E LOTO N W-92 I 2•X1' CRL U-CHANNEL RECESSED SOFFIT 2'X1' CRL U-CHANNEL RECESSED SOFFIT WASHINGTON SQUARE MALL II I! 2'X1' CRL U-CHANNEL RECESSED SOFFIT I� � T.O.DOORSPACE R05 OL W 92 +1-8-0'AFF W 92 W 92 9374 S.W. WASHINGTON SQUARE ALUMINUM COMPOSITE PANEL SOFFIT ALUMINUM COMPOSITE PANEL SOFFIT ROAD, CRL COMMERCIAL PATCH HARDWARE NORTH AMERICAN SERIES TIGARD , OR 97223 TRANSOM W/ DOOR V-61/2'1/2' p_ 1/2• W 92 1'_ 1/2• W-92 3'-7 8" II BY NDOR 317 3 BY NDOR ALUMINUM COMPOSITE PANEL RETURN 7 3/ BY VENDOR ALUMINUM COMPOSITE PANEL RETURN ISSUE HISTORY �� I I I! I I I 01 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 W-92 / II ALUMINUM COMPOSITE PANEL RETURN FLUSH JOINT COLUMN COVER. COLOR TO MATCH W-9.2 II II II C:) W-122 W-122 W-122 CD II FIXED GLAZING FIXED GLAZING FIXED GLAZING ¢ II II I II ' W-123 CZ) II CRL COMMERCIAL PATCH HARDWARE NORTH AMERICAN I SERIES aT II PAIRED DOORS 'A STYLE' o W-92W-».2 W-92 PROJECT NUMBER 21003 CRL COMMERCIAL PATCH HARDWARE NORTH AMERICAN I 2"X1" CRL U-CHANNEL RECESSED IN CUSTOM CLAD SILL 2"X1" CRL U-CHANNEL RECESSED IN CUSTOM CLAD SILL SCALE AS NOTED SERIES W/ FLOOR CLOSURE SHEET TITLE E 1 � I (E) MALL TILE UP TO STOREFRONT II (E) MALL TILE UP TO STOREFRONT (E) MALL TILE UP TO STOREFRONT STOREFRONT SECTIONS x I II II II , � II II II SHEET NUMBER _o H FLASHED FLOOR FNSFED FLOOR OL FINISHED FLOOR OLA 2 01 D +/-0-0' AFF o DA p D D 3 1/ • p pA A D 3 1/ • P D C +/-0-0' AFF 0-0' AA p D 1/ " +/- FF E A D c p - D AD p D PROFESSIONAL SEAL N7 (E) STRUCTURAL FLOOR SLAB. S.S.DD N (E) STRUCTURAL FLOOR SLAB. S.S.D (E) STRUCTURAL FLOOR SLAB. S.S.D All, � CN 0 STEPHEN ori � LOCHlT,E (� N h.3 o S RAMENTO,CA • All 3354 �? o SECTION ENTRY DOOR 7 SECTION COLUMN 4 SECTION (4 FIXED GLAZING 1 OF 00 0 3/4'-T-T 3/4'=1'-0' 3/4'=1'-0' LOCHTE A R C H IT E C T U RA L G R O UP W-7.4 A501 W-6.1 W-72 A501 W-1 A� W-1 W-8.1 A502 W-72 W-6.1 A504 W-7.4 1230 19TH ST. BO.COVE B.O.COVE SACRAMENTO, CA 95811 +12'-8' AFF. +17-8-AFF. TELEPHONE: 916.502.8099 B.O.CELNG B.O.CEILING +tf-10' AFF. +if-10'A.F.F. rE""Nr ONE PELOTON 1 125 W.25TH STREET,11TH FLOOR NEW YORK,NY 10001 C: RYAN BADGER BO.TRBJ G4 B.O.T� C: DENT E BO@CEK onepeloton.com +9'-6' AFF. ��� , - E: denice.booek@cbre.com � III � II111 � 11111 ' Illllllll � ll ' ' ' ! +9'-6' a FF. LANDLORD I � III111I1I , I � 1 <���-{ MACERICH TO.NICE \ \ I 1 J J K 11411 NORTH TATUM BLVD,PHOENK AZ 85028 I I +9_2• AFF / / C:CHARLIE SIROKMAN 1 ( I '"�"r�""' "' C"' '"' ""@" - E:CHARLENE.SIROKMAN@MACERICH.COM ��-V'G T:602.853.6377 WE- GO- FAR Coca710N ARCHlrecrLOCHTE ARCHITECTURAL GROUP -< 1230 19TH ST. SACRAMENTO,CA 95811 T:916-502.8099 IIII II �t -• __ — — C: SRUTHI SEKAR Im E: s.sekar@lochteag.com ® �� - ' C: BLAKE THOMAS E: b.thomas@lochteag.com MEP& Mumlu THORSON BAKER+ASSOCIATES I '11j1 liljl � -t -� I ! -(-{-{-( I 1� � IIIIIIIII , III111111111111111111111111111 3030 W.STREETSBORO ' 1 I ' I --( -� i. ''.'.I / 11111111 ; ! I111111111111 ! II1111 ! 1111111 ' I RICHFIELD,OH 44286 I 1 III 1 1 1 T: 330.659.6688 C: BRYAN MELVIN I =UQ -40 FNLSfI FINISH FLOOR E: b.melvin@thorsonbaker.com +/-0'-0' +/-01-0' B-2 B-1 B-1 B-2 B-1 101 - SALES FLOOR ELEVATIONS 9 101 - SALES FLOOR ELEVATIONS 3 3/8' -1'-0' 3/8' - 1'-0' W-1 W-fl2 W-122 W-YL3 W-12.3 W-1 W-122 W-112 TYP TYP TYp TyF B.O.COVE +12'-8' AFF. B.O.CEILING OL +if-10' AF.F. B.O.SF Alt-, +10'-O' AFF. B.O.TRELLIS APPROVED Macerich TC +9'-6' AF.F. 5/27/2021 MI P E LOTO N \ \ WASHINGTON SQUARE MALL \ r \ r SPACE R05 \ r \ r FNISHI FLOOR OL 9374 S.W. WASHINGTON SQUARE +/-O' O ROAD, TIGARD , OR 97223 ISSUE HISTORY 101 - SALES FLOOR ELEVATIONS 2 01 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 3/8' - 1'-0' o� 3 +TYF W-72 W-1 5 W-1 W-72 A506 A501 B.O.COVE O. TYP. +� 12'-8•A.FF. ¢I B.O.CELNG OL M CD +r'-10'A FF. N N E B.O.TRELLIS OL +9'-6' A.FF. PROJECT NUMBER 2K ; i� SCALE AS NOTED ( � INTERIOR ELEVATIONS SHEET NUMBER oOPEN TO 0 -( a VESTIBULE 1 VETLE _( { I { K A300 to - - - O I' --e ® PROFESSIONAL SEAL CD OD , o 0 E-1 o �� c CNI ; STEPHEN FINISH � LOCHTE a B-1 B-1 B-1 y o • Sk>rRAMENTO, CA • ARI-13364 OF O0"2 101 - SALES FLOOR ELEVATIONS 1 0 3/8' - T-O' LOCHTE A R C H I T E C T U R A L G R O U P 1230 19TH ST. SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 TENANT ONE PELOTON 125 W.25TH STREET, 11TH FLOOR NEW YORK,NY 10001 C: RYAN BADGER E: ryan.badger@onepeloton.com C: DEMCE BOCEK E: denice.bocek@cbre.com LANDLORD MACERICH 11411 NORTH TATUM BLVD,PHOENO,AZ 85028 C:CHARLIE SIROKMAN E:CHARLENE.SIROKMAN@MACERICH.COM T:602.953.6377 ARCHITECT LOCHTE ARCHITECTURAL GROUP 1230 19TH ST. SACRAMENTO,CA 95811 T:916.502.8099 C: SRUTHI SEKAR E: s.sekar@lochteag.com C: BLAKE THOMAS E: b.thomas@lochteag.com smucTuanu THORSON BAKER+ASSOCIATES 3030 W.STREETSBORO RICHFIELD,OH 44286 T: 330.659.6688 C: BRYAN MELVIN E: b.melvin@thorsonbaker.com NOT USED 3 O.CII OL CLEAR GYP. FINISHSH +9-9'AFF. o APPROVED Macerich TC w // IV27/2021 U A - z d BIZ p2 B r xlZ A301 SIS o C \ I . I KNISH FLOOR OL P E LOTO N +/- 0'-0' WASHINGTON SQUARE MALL -----7— B-, 1 F4-1 SPACE R05 ELEVATION A ELEVATION B ELEVATION C ELEVATION D 9374 S.W. WASHINGTON SQUARE ROAD, B-t TIGARD , OR 97223 ISSUE HISTORY 103 - CLOSET ENLARGED PLAN 11 103 -CLOSET ELEVATIONS 2 of ISSUE FOR PERMIT / LL RENEW 05.24.2021 3/8' - 1'-O' 3/8' - 1'-0' 013 Ln O I B.O.COVE ¢I +9'-10' A.F.F. 7'-11 3/8• 0 IJ B.O.CEILING N CLEAR GYP. FINISH +W-0• AFF. :y E o ; �n� 05 PROJECT NUMBER GIWJ - �I - - - A - 1 8• yl 1 1 8' SCALE AS NOTED o IcD D A301 BI TRIM V I I TRI• TRIM // SHEET TITLE a �0 In 6 L ® — INTERIOR ELEVATIONS L SHEET NUMBER - A301 I E I I PROFESSIONAL SEAL FI FLOOR OL B-1 B-1 B 1 +/-0'-0' o ELEVATION A ELEVATION B ELEVATION C ELEVATION D �� �� N STEPHEN LOCHTE N o S RAMENTO,CA ARI-t3384 102 - FITTING ROOM ENLARGED PLAN 10 102 - FITTING ROOM ELEVATIONS � OF O 0 3/8' - T-0' 3/8' -T-O' 1 LOCHTE 7 W-8 W-8 W-8 W-6 W-6.1 ARCHITECTURAL G R O U P B.O.COVE 1230 19TH ST. SACRAMENTO, CA 95811 12'-9 3/8„ +if-b' AFF. TELEPHONE: 916.502.8099 I: BO.CELNG OL +tt-0' AFF. TENANT ONE PELOTON 125 W.25TH STREET,11TH FLOOR NEW YORK,NY 10001 C: RYAN BADGER 'v E: ryan.badger@onepeloton.com - - - - - - — r — ❑® `ao C: DENICE BOCEK T.O. MIRROR OL E: denice.bocekQcbre.com ICH / ..^ I LANDLORD MA A NORTH LIE TAT MBLV PFpENK AZ 85DAI .. KMANA E:CHARLENE.SIROKMAN@MACERICH.COM :nli I D A30) o \\\ 1 8 .' T:602.953.6377 I \ \ 2'-2' TRIk TRIM t, ARCHITECT LOCHTE ARCHITECTURAL GROUP C f . "\'� /' 1230 19TH ST. SACRAMENTO,CA 95811 T:916.502.8099 ZL "\� I C: SRUTHI SEKAR E: s.sekar@bchteag.00m a C: BLAKE THOMAS L - - - - - - - - - - - - - - - - - - - - - - - - - J \ 1 E: b.tfwmas(aTbchteag.com smu'c uw THORSON BAKER+ASSOCIATES A 3030 W.STREETSBORO RICHFIELD OH 44286 RNISI-I FLOOR'- ° � - -- -- i � - - � __ T: 330.659.6688 2 2 C: BRYAN MELVIN B 1 B 1 B 1 ^ °D B 1 +/- 0'-0' E: b.melvin@thomnbaker.com n ELEVATION A ELEVATION B ELEVATION C ELEVATION D 105 - TREAD TRIAL ENLARGED PLAN 105 - TREAD TRIAL ELEVATIONS 3 31W -T-V W-8I Er B.O.CEILING OIL 1 +8'-2'AFF. APPROVED Macerich TC 5/27/2021 OPEN TO,TTTHAAL i \ 0 0 o P E LOTO N -- RNSH FLOOR B-1 B-1 B-1 WASHINGTON SQUARE MALL ELEVATION A ELEVATION B SPACE R05 9374 S.W. WASHINGTON SQUARE ROAD, TIGARD , OR 97223 ISSUE HISTORY 01 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 3 'D Ln O I CD O W-8 W-2 W-8 W-8 I O B.C.CEILING OL CDTl h +8'-2' AFF. a E 0 / PROJECT NUMBER 21003 SCALE AS NOTED i N c E / SHEET TITLE OPEiDI SOP�t TO OOOR OOR INTERIOR ELEVATIONS 0 O O \ SHEET A302 E \ FNBI FLOOR OIL PROFESSIONAL SEAL O O O +/_ B-1 B 2 B-1 B-1 V 1�,D AR ELEVATION C ELEVATION D ARC ♦� f CD vA V STEPHEN � N (� LOCHTE (� RJ dam- • S RAMENTO, CA • ARI-13364 104 - VESTIBULE ELEVATIONS of o 0 3/8' - T-v a 7'-9" LOCHTE 3 3/4" 7'-3 1/4" 2• A R C H I T E C T U R A L G R O U P W-8 W-8 W-8.1 W-5 W-8 W-g B.O.COVE OL 1230 19TH ST. SACRAMENTO, CA 95811 � +m-p• �F• TELEPHONE: 916.502.8099 — — — — — — — — — ( B.m-0.� -1 \ TENANT ONE PELOTON f I 125 W.25TH STREET, 11TH FLOOR NEW YORK,NY 10001 C: RYAN BADGER E: ryan.badger@onepeloton.com I fr C' DENICE BOCEK T.O.MFNOR h E: denice.bocek@cbre.com IIII LANDLORD MACERICH+8-Y AFF. 11411 NORTH TATUM BLVD,PHOENK AZ 85028 I I C:CHARLIE SIROKMAN E:CHARLENE.SIROKMAN@MACERICH.COM i T:602.953.6377 IA I 1/8' -7 I 8" 1/8- TRIM 8•TRIM ,� I TRIM � 4'-3 1/4" r 3 B M ARCHITECT LOCHTE ARCHITECTURAL GROUP 1230 19TH ST. i P' 4 / ® SACRAMENTO, CA 95811 T:916.502.8099I C I I C: SRUTHI SEKAR L — — — — — — — — E: Ll�lochteag.com BAKE C: BLAKE THOMAS — — — — E: b.thomas@lochteag.com I - - I F- SMUMML THORSON BAKER+ASSOCIATES / 3030 W.STREETSBORO L <- I I I RICHFIELD,OH 44286 4'-3 1/4" FNSFi BOOR T: 330.659.6688 N \ C: BRYAN MELVIN B-1 B 1 B 1 B 1 E: b.melvin@thorsonbaker.com ELEVATION A ELEVATION B ELEVATION C ELEVATION D 108 - BIKE TRAIL ENLARGED PLAN 12 108 - BIKE TRAIL ELEVATIONS 3 3/8' - T 0' 3/8' - T-O' 7'-9" 3 3/4" 7'-3 1/4" 2^ B.O. +1r-10' A.F.F. B.O.CELNG - - - - - - - - - - - - - - T +Tr-0' AFF. I I I I ~ T.O.MFFiOR OLAPPROVED +8'-2' AFF. Macerich TC 5/27/2021 I I I I i I I I 1 8• /7 TRIM I TRIM I TRIM 4'-31/4" B I - - - - - - - - - - - - J 1 X P E LOTO N 4'-3 1/4° ' I WASHINGTON SQUARE MALL SPACE R05 9374 S.W. WASHINGTON SQUARE ELEVATION A ELEVATION B ELEVATION C ELEVATION D ROAD, TIGARD , OR 97223 ISSUE HISTORY 107 - BIKE TRAIL ENLARGED PLAN 11 107 - BIKE TRAIL ELEVATIONS 2 01 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 3/8- -T-O- 3/8' -T-0' 3o W-5 W-8 W-8 W-8 W 8 W 8.1 CD B.O.COVE I o +ff-10' AFF. in 12'-9 3/8" B.O.CEILING h O CD ro is ii. N : EE lu - - — — - — — — — — — — — — — — — — iliiI I I I I ( IIIi T.O.MFOR OL PROJECT NUMBER 20 I IiI +8'-2'AFF. SCALE AS NOTED I A I II I I : it f l I. // SHEET TITLE EO 1 \ it Di e 2'-2" TRI I TRIM I / TRIM INTERIOR ELEVATIONS a I i c I I �; SHEET NUMBER A303 E L- - - - - - - - - - - - - - - - - - - - - - - - - - M PROFESSIONAL SEAL D AR o II n I � - 2'-2. - FINISH FLOORti oN B-1 B-1 B-1 B 1 +/- STEPHEN LO n N y ELEVATION A ELEVATION B ELEVATION C ELEVATION D • S RAMENTO, CA • 0 ARI-13364 1�OF O0'p 106 - TREAD TRIAL ENLARGED PLAN 10 106 - TREAD TRIAL ELEVATIONS 1 0 3/8' -T-O' 3/8' -T-O' LOCHTE A R C H I T E C T U R A L G R O U P 1230 19TH ST. SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 TENANT ONE PELOTON 125 W.25TH STREET, 11TH FLOOR NEW YORK,NY 10001 C: RYAN BADGER E: ryan.badger@onepeloton.com C: DENICE BOCEK E: denice.bocek@cbre.com LANDLORD MACERICH 11411 NORTH TATUM BLVD,PHOENIX,AZ 85028 C:CHARLIE SIROKMAN E:CHARLENE.SIROKMAN@MACERICH.COM T:602.953.6377 ARCHITECT LOCHTE ARCHITECTURAL GROUP 1230 19TH ST. SACRAMENTO,CA 95811 7:916.502.8099 C: SRUTHI SEKAR E: s.sekar@lochleag.com C: BLAKE THOMAS E: b.thomas@lochteag.com STRU THORSON BAKER+ASSOCIATES MEP& uan� 3030 W.STREETSBORO RICHFIELD,OH 44286 T: 330.659.6688 C: BRYAN MELVIN E: b.melvin@thorsonbaker.com NOT USED 3 W-5 W-, W-a B.O.COVE OL +tl'-4'AFF. B.C.CELNG jL +b'-6'AFF. � I TO.PANEL OIL APPROVED +9-2'A-FF. Macerich TC 5/27/2021 14'-7" I � 2 1/4' 14'-2 1/2" 21/4' IiEQ. EQ. i E - o i I i I I - - - - -- P E LOTO N WASHINGTON SQUARE MALL ANBFI BOOR OL SPACE R05 I I 2 9374 S.W. WASHINGTON SQUARE B-1 B 1 B 1 I I ROAD, ELEVATION A ELEVATION B 1 TIGARD OR 97223 I I I I I ISSUE HISTORY I I 1 01 ISSUE FOR PERMIT / LL RENEW 05.24.2021 M � I M I I o I / A I LF 1 W-8 W-8 W-1 1 BO.COVE o D 1 B I A304 I I +fl'-4' A.F.F. I ' C) C I 1 Ll BO.CEILING � 0 N +10'-6'AFF. E M I I fi - _ T.O.PANEL h PROJECT NUMBER 2103 \ I 1 +8'-2'AFF. SCALE I I � AS NOTED o SHEET TITLE E - - - - - - - - - - - - - - - - - - - - - - 2'-11/2• 9,-113/8' 2'-11/2• z 1/4" INTERIOR ELEVATIONS 0 -o VE E SHEET NUMBER o A304 E PROFESSIONAL SEAL O - / FINISH FLOOR I �D A*o o +/-0'-0' V STEPHEN jA B-1 B 1 B-1 LOCHTE ELEVATION C ELEVATION D o • S RAMENTO, CA • ARI-13364 OF OW 109 - TRIAL LOUNGE ENLARGE PLAN 10 109 - TRIAL LOUNGE ELEVATIONS 1 .- 0 3/8' -1'-0' 3/8' - 1'-0' LOCHTE 9'-67/8" A R C H I T E C T U RAL G ROU P 5'_1^ 4'-5 7/8" 1230 19TH ST. 1'-5 7/8" 3'_p^ W-4 W-4 it W-4 WA 5 ><{ SACRAMENTO, CA 95811 A509 A508 A509 B.O.CEL14G TELEPHONE: 916.502.8099 AFF. TENANT ONE PELOTON g.O,TRELLJS CLG � 125 W.25TH STREET, 11TH FLOOR NEW YORK, 10001 I I }1Q'-O•AFF, C: RYAN BADGER E: ryan.badger@onepeloton.com 0 C: DENICE BOCEK o I E: denice.bocek@cbre.00m BO CEL1�G LANDLORD MACERICH � I - - 11411 NORTH TATUM BLVD,PHOENUC AZ 85028 C:CHARLIE ROKMAN +7-4•AFF. E:CHARLENEIS RO MAN@MACERICH.COM f I / T:602.953.6377 10" 3'-6 -0 ARCHITECTLOCHTE ARCHITECTURAL GROUP • 3' " O°_ _ _ C E 1230 19TH ST. 2°MA . °D I L_ _ _ _ � F 7"MIN. -0° OPEN TO % L. SACRAMENTO,CA 95811 3 y S p I o MIN. A ER 7:918.502.8099 C: SRUTHI SEKAR Ie in I E: s.sekar@lochteag.com I C I ° co B I I B C: BLAKE THOMAS Jo -v I I I N x E: b.thomas@lochteag. m c \ smumT THORSON BAKER+ASSOCIATES 3030 W.STREETSBORO L — - - — — - - - - - - - - - RICHFIELD,OH 44286 FINISH PLOOR T: 330.659.6688 C: BRYAN MELVIN 16-MIN. +/-0'-0 E: b.melvin@thomonbaker.com 16"MIN. 18" MAX. 18"MAX. NOT USED 12 4'-1" 2'-11 7/8° 1'-6' EQ. EQ. I I I o W I I I I W W-4 W-4 I I I _ APPROVED BO Macerich TC I I 5/27/2021 I r +7-47 AFF. i Jim I � I I o 3'- " 10" L L I v I I � F Mira o P E LOTO N M WASHINGTON SQUARE MALL -- - - -- FP418H FLOOR OL SPACE R05 5'-0" I'-3 1/2 +/- 9374 S.W. WASHINGTON SQUARE ROAD, 8'-4" 7/ TIGARD , OR 97223 ISSUE HISTORY 112 - BOH OFFICE ENLARGED PLAN 11 110 - RESTROOM SHOWER ELEVATIONS 2 01 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 3/8- -l-O' va• - r-0• MARK DESCRIPTION MODEL NO. FINISH REMARKS ONE PIECE FLOOR MOUNT, ELONGATED BOWL, INCLUDES SEAT AND COVER, 1.28 GPF AQUAPISTON 3 O FLOOR MOUNTED TOILET KOHLER: HIGHLINE COMFORT HEIGHT K-5481-U WHITE FLUSHING SYSTEM, TRIP LEVER ON LAVATORY SIDE. FIXTURE TO CONFORM TO ADA REQ. Ln BO WALL HUNG INTEGRATED LAVATORY CORIAN: 8254 WHITE CORIAN SOLID SURFACE, 18" X 12-3/4" UNDER-MOUNT I FAUCET- LACAVA EX11.5 FAUCET- 44 MATTE BLACK CD © FAUCET & DRAIN DRAIN- CALIFORNIA FAUCET 9053L-D-MBLK DRAIN- MATTE BLACK FAUCET- 0.5 GPM SENSOR OPERATED. AC - TRANSFORMER W/ A PLUG TO ELECTRICITY �I 0 GRAB BAR/ 18" GAMCO STRAIT WITH SNAP FLANGE 150 SERIES MATTE BLACKCD -- CD GRAB BAR/ 36" GAMCO STRAIT WITH SNAP FLANGE 150 SERIES MATTE BLACK -- a GRAB BAR/ 42" GAMCO STRAIT WITH SNAP FLANGE 150 SERIES MATTE BLACK -- GRAB BAR/ 52" GAMCO STRAIT 'NTH SNAP FLANGE 150 SERIES MATTE BLACK -- PROJECT NUMBER 213 i� OH GARMENT HOOK MOEN YB 0403BL MATTE BLACK -- SCALE OI TOILET TISSUE DISPENSER WINGITS WITSQDTPHMB MATTE BLACK -- AS NOTED 0SHEET TITLE _o OJ MIRROR CUSTOM SEE FINISH SCHEDULE SEE ELEVATION OK HAND DRYER DYSON AIRBLADE V-HUO2 WHITE -- INTERIOR ELEVATIONS a SHOWER CONTROLS AND SHOWER HEAD: CALIFORNIA FAUCETS (CF) SH-162-10.20 © 4" SHOWER ARM: CF 9110-4-BLK -- HAND SPRAY HANDSHOWER: CF HS-155.18 1.8 GPM MATTE BLACK THERMOSTATIC MIXER VALVE: CFTH52-R SHEET NUMBER n THERMOSTATIC MIXER TRIM: CF TO-TH2L-77 A305 WALL BAR SET: CF 9128 R INCLUDES BAR, OUTLET AND HOSE E N O SHOWER BENCH STEAMIST TILT-UP BATH SET SBS-ADA 24" X15Y" WOOD/CHROME -- PROFESSIONAL SEAL CD ON FLOOR DRAIN SCHLUTER KERDI-LINE MATCH TILE FRAMELESS TILEABLE- KLDRE 90 BOTTOM OUTLET OO DRINKING FOUNTAIN, BI-LEVEL, ADA ELKAY EZH2O LZSILG6M BOTTLE FILLING STATION STAINLESS STEEL FILTERED NON-REFRIGERATED, RIGHT HAND HIGH SIDE r CD © MOP SINK REGENCY 24" 16-GAUGE SINK- 60OS12424B STAINLESS STEEL USE NTH CHICAGO FAUCETS-540-LD897SWXF317CP V~ STEPHEN � N ® SOAP DISPENSER LACAVA EX13 44 MATTE BLACK SENSOR OPERATED. AC - TRANSFORMER W/ A PLUG TO ELECTRICITY LOCHT�E"�y�— (D N �Prti[ c..— o ( ' ) T •�S RAMENTO,CA • GENERAL NOTE: NO SUBSTITUTIONS OF THE FIXTURES. �F ARI-13364 G.0 TO PROVIDE SUBMITTALS FOR ALL FIXTURES. r' 0 NOT USED 10 NOT USED 7 RESTROOM FIXTURE SCHEDULE 1 � oF o o - LOCHTE A R C H IT E C T U R A L G R O U P 7'-1 5/8' 1230 19TH ST. CLEAR FINISH W-t2 W-t2 W-t2 W-t2 SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 B.O.CELNGh TENANT ONE PELOTON +10'-6'AFF. 125 W.25TH STREET, 11TH FLOOR C: RYAN NEW YORK,NY 10001 U 1 ge GER E: ryan.badger@onepeloton.com C: DENICE BOCEK E: denice.bocek@cbm.com A \\\ I I LANDLORD MACORRTH 11 411 ATUM BLVD,PHOENIX AZ 65028 3 \ o C:CHARLIE SIROKMAN \ z D B _-- - / TCCHAR36EN3 .EIROKMAN@MACERICH.COM . Cr J U U j_ / ARCHITECT LOCHTE ARCHITECTURAL GROUP 1230 19TH ST. SACRAM- _ - i T:916.502.8099 0CA 95811 - - - -- - - C: SRUTHI SEKAR I o E: s.sekar@lochteag.com C: BLAKE THOMASV p O \ E: b.thomas@lochteag.com r wsT�auc ungL THORSON BAKER+ASSOCIATES 3030 W.STREETSBORO �? RICHFIELD,OH 44286 FINIBIH FLOOR T: 330.659.6688 C: BRYAN MELVIN +/-0.-0• E: b.melvin@thorsonbaker.com 7B-1 B1 B1 B1 112- MANAGER OFFICE ENLARGED PLAN 12 112 - MANAGER OFFICE ELEVATIONS 3 W-t2 W-t2 W-t2 B.O.CNG OIL +10'-0' AFF. APPROVED Macerich TC 5/27/2021 i � I I I I II II I ` b I - - - - 1 \ 0 0 P E LOTO N I 'r' I I ' I \ M WASHINGTON SQUARE MALL HIM ROS SPACE R05 ELEVATION A E -EVATION B 9374 S.W. WASHINGTON SQUARE B-1 B-1 ROAD, TIGARD , OR 97223 ISSUE HISTORY NOT USED 11 01 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 Ln w-t2 w-10 P w-t2 W-t2 CD CDr Q asm 0 D B.O.CE LM OIL CD N +10'-0'AFF. L 2,-6 3/4' PROJECT NUMBER �n SCALE CIWJ AS NOTED SHEET TITLE — --CD \ / `\ /' \\ \ i \ \ i INTERIOR ELEVATIONS ❑® ` �%� ® — — — — SHEET NUMBER — — — — o ® ® "•, q, - 1 - A306 E , � � \ � I{m PROFESSIONAL SEAL a TTT RNISH N R-ooR � � C) STEPHEN vA LLI f NoELEVATION C — — ELEVATION D +/-0'-0' V` LOCHtin �TE_�y�-- SJtCRAMENTO,CA ARI-13364 63 OF OOC" NOT USED 11 111 - BOH ELEVATIONS 1 3/B' - r-0' LOCHTE BACKING PLATE LENGTH AS A R C H IT E C T U R A L G R O UP 1 REQ'D AND ALLOWED TO T. MEET ADA, BOCA, & UBC I I 1230 19TH A 95811 TELEPHONE: 916.5 CODES AS APPLICABLE & I I SACRAMENTO, .502.809 2.809 9 NOTE: NOTED BY MANUFACTURER 1 I 22 GA. MTL. SILL TRACK 1. MEMBRANE PENETRATIONS OF MAXIMUM 2-HOUR FIRE RESISTANCE-RATED WALLS AND PARTITIONS BY 1 BELOW TENANT ONE PELOTON STEEL ELECTRICAL BOXES THAT DO NOT EXCEED 16 SQUARE INCHES (0.0103 SQM.) IN AREA, PROVIDED I DOUBLE 20 GA. MTL. STUDS 125 W.25TH STREET, 11TH FLOOR THE AGGREGATE AREA OF THE OPENINGS THROUGH THE MEMBRANE DOES NOT EXCEED 100 SQUARE SCHEDULED RATED PARTITION i NEW YORK,NY 10001 INCHES (0.0645 SOM.) IN ANY 100 SQUARE FEET (9.29 SOM.) OF WALL AREA. THE ANNULAR SPACE I I C: RYAN BADGER BETWEEN THE WALL MEMBRANE AND THE BOX SHALL NOT EXCEED 1/8 INCH (3.1 MM). SUCH BOXES ON I 22 GA. MTL. TRACK AT E: ryan.badger@onepeloton.com OPPOSITE SIDES OF THE WALL OR PARTITION SHALL BE SEPARATED BY ONE OF THE FOLLOWING: LwL (3) #10 APPROVED SCREW FLOOR C: DENICE BOCEK I I E: denice.bocek@cbre.com 1 y� FASTENERS 0 EA. STUD I I 1.1 BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES (610 MM) WHERE THE WALL OR I 1 O, 1 LANDLORD MACERICH PARTITION IS CONSTRUCTED WITH INDIVIDUAL NONCOMMUNICATING STUD CAVITIES; <� 161 11411 NORTH TATUM BLVD,PHOENK AZ 85028 1.2 BY A HORIZONTAL DISTANCE OF NOT LESS THAN THE DEPTH OF THE WALL CAVITY WHERE THE ^ I C:CHARLIE SIROKMAN I i 1 WALL CAVITY IS FILLED WITH CELLULOSE LOOSE-FILL OUTLET BOX AND COVER E:CHARLENE.SIROKMAN@MACERICH.COM ROCKWOOL OR SLAG MINERAL WOOL INSULATION; PLATE, SEE ELECT. DRWG'S �� 22 GA. MTL. TRACK T:602.953.6377 1.3 BY SOLID FIREBLOCKING IN ACCORDANCE MATH SECTION 718.2.1; I O i '` 1.4 BY PROTECTING BOTH OUTLET BOXES WITH LISTED PUTTY PADS; OR INTUMESCENT MOLDABLEp v� USE APPROVED #12 SELF CLIP ANGLE- 18 GA. x 1 1.5 BY OTHER LISTED MATERIALS AND METHODS. FIRESTOP PUTTY PAD (HILTI i !T TAPPING MTL. SCREW 1/2' x 1 1/2' x 3" FOR 3 ARCHITECT LOCHTE ARCHITECTURAL GROUP CP617 OR EQUAL) ADHERED <� I 1 O FASTENERS WHEN ATTACHING 5/8' STUDS AND 5' FOR 6' 1230 19TH ST. AROUND OUTLET BOX PER ` ,^� HEMS TO BACKING PLATE. STUDS EACH SIDE SACRAMENTO,CA 95811 MANUF. 1 I ,� VERIFY ALSO WITH MFG. I T-10 x 22 GA. MTL. STRAP C:9 SRUTHI SEKAR V REQUIREMENTS. O PLATES AT 3'-6' O.C. EA. E: s.sekar@Iochteag.com C: BLAKE THOMAS p(T �QP�� SIDE E: b.thomas@Iochteag.00m ICBO REPORT NO. 5071 I 1 CLIP ANGLE- 18 GA. x 1 SrnUCTUn L THORSON BAKER+ASSOCIATES I I 1/2' x 1 1/2' x 3" FOR 3 3030 W.STREETSBORO NOTE: SPECIFIED MATERIAL IS CLASSIFIED 5/8° STUDS AND 5" FOR 6' RICHFIELD,OH 44286 330.6596688 BY UL AS A "WALL OPENING PROTECTIVE I I STUDS EACH SIDE T: BRYAN MELVIN C: VIN BRYAN MATERIAL' AND DOES NOT REQUIRE A E: b.melvin@thorsonbakeccom SPECIFIC UL LISTING. MATERIAL HAS BEEN TESTED ACCORDING TO UL 263 I I I I ELECTRICAL OUTLET RATED WALL 12 BACKING PLATE g OPENING HEADER 6 LARGE OPENING JAMB 3 3' - 1'-0' 3' - 1'-0' 3' - 1'-0' 3' - 1'-0' I I I I REFER STRUCTURAL DRAWING I I I I FOR FASTENING AND JOIST I I I I DETAIL I I I I / I I I / I I SCHED. RATED PARTITION. CONSULT SYSTEM N0. FOR � � SCHEDULED METAL STUD � II 22 GA. MTL. TRACK AT EACH APPLICATION FOR I I I FLOOR / LIMITATIONS OF STUD I CLIP ANGLE- 18 GA. x 1 TYPE/SIZE 1 1 DOUBLE 20 GA. MTL. STUDS 1/2' x 1 1/2" x 3" FOR 3 1 SCHEDULED METAL STUD AT BOTH JAMBS I 5/8' STUDS AND 5' FOR 6` I _ INTUMESCENT FIRESTOP I I STUDS EACH SIDE 1 _ _ _ _ _ _ _ APPROVED SEALANT (HILT] FS-ONE OR 1 22 GA. MTL TRACK _ — _ _ _ _ _ _ _ — _ ] I Macerich TC 1 EQUAL), MIN. DEPTH 5/8° I 5/27/2021 AT 1-HR WALL, 1 1/4' 22 GA. MTL. TRACK z18 GA. 3 5 8 OR 6" MTL z � DEPTH AT 2-HR WALL SND / 12" LEG ® STRUCTURE: ,� DOUBLE 18 GA. 3 5/8` OR a N 6' MTL. STUD CLIP ANGLE- 18 GA. x 1 it REFER STRUCTURAL DRAWING w 1/2" x 1 1/2` x 3" FOR 3 FOR FASTENING DETAILS 5/8" STUDS AND 5' FOR 6" PIPE OR CONDUIT. FOR STUDS EACH SIDE _J 20 GA. x 3 5/8" STUD w o 22 GA. MTL. TRACK BRACING 0 48" O.C. TO z ¢ z TYPE AND SIZE SEE MECH. 1 1' x 22 GA. MTL STRAP M & ELECT. DRWG'S I STRUCTURE k' PLATES AT 3'-6' O.C. EA. N CLIP ANGLE- 18 GA. x 1 I SIDE METAL RUNNER z w 1 1/2° x 1 1S A x 5 FOR 3 1 P E L O T O N a UL SYSTEM N0: I 5/8' STUDS AND 5' FOR 6" STUDS EACH SIDE I I 1) FOR NON-METALLIC PIPES, USE UL SYSTEM WASHINGTON SQUARE MALL FINISH CEILING NO. WL2098 (OR EQUAL) 1 I 2) FOR INSULATED METAL PIPES OR CONDUIT, 1 SPACE R05 SCHEDULED PARTITION USE UL SYSTEM NO. WL5028 (OR EQUAL) 1 I 9374 S.W. WASHINGTON SQUARE 3) FOR UNINSULATED METAL PIPES OR I 1 ROAD, CONDUIT, USE UL SYSTEM NO. WL1054 (OR EQ.) TIGARD , OR 97223 ISSUE HISTORY DIAGONAL BRACING 14 PIPE PENETRATION RATED WALL 11 LARGE OPENING HEADER 8 DOOR OPENING HEADER 5 DOOR OPENING JAMB STUDS 2 01 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 3' - P-0' 3' - 1'-0' 3' - 1'-0' 3' -1'-0' 3' -1'-0' 3 0 B X314 A 8 TYPICAL SALES AREA WALL _ pA101 o RATED RATED C:) REFER STRUCTURAL DRAWING UNIT BACKING DIMENSIONS c FOR FASTENING AND JOIST �I DETAIL CD 0 UNDERSIDE OF DECK GGE NIUI ABO PROVIDE DIAGONAL BRACING ILI E 22 GA. TOP TRACK, OF TOP TRACK AT 48" O.C. TYP. U.O.N. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — _ _ — _ — — - STUDS BETWEEN FULL HEIGHT PROJECT NUMBER 21003 L FINISH CEIUNG SCALE AS NOTED o WHERE OCCURS _ NOTES SHEET TITLE s 8 / 5 g / 8 8 / 1. ALL STUDS ARE SPACED TYPICAL - A E NING BELOW / LA E NING BELOW 160 O.C. MAXIMUM ILINcI Nc PARTITION OPENING BELOW DOOR OPENING DO%DOOR OPENING BELOW / \ 2. ALL STUDS SHALL BE DETAILS CEILING - _ NG CEILING "C" STUDS WITH 1/40 PROTRAK 20 2' LEG TRACK a \ FLANGE MINIMUM. SHEET NUMBER o W/ 1/2' GAP CLARK 22 GA. BOTTOM DIETRTRICH MTL SLIP TRACK, TYP. _ 3. ®DENOTES A400 DEFLECTION TRACK. REFER FLOOR LINE \ SHELVING OR CABINETRY. TO STRUCTURAL DRAWING _ E FOR FASTENING DETAIL PROFESSIONAL SEAL 4. STUDS BEHIND BASE d- CABINETS MAY BE TYPICAL STUDS. I PARTITION AS SCHED. DOUBLE DOUBLE DOUBLE DOUBLE STUDS NON-RATED PARTITIONS STUDS STUDS STUDS (FULL HEIGHT t, 5. IN NO CASE SHALL C=) ONLY) (FULL DOUBLE STUDS AT SIDES ti 4'-6" MAX. 8'-6" MAX. 8'-6' MAX. 18 GA. STUDS 4'-6" MAX. HEIGHT) 8'-6' MAX. 4'-6' MAX. 8'-6" MAX. OF OPENING BE CUT FOR STEPHEN NDUCTWORK OR OTHER { RAMENTo, Ca LOOCHHTTE`p��`'-n AT WALL MOUNTED ARCHITECTURAL MECHANICAL SYSTEMS. i CABINETS/MILLWORK/ATTACHED SHELVING AND DETAIL 9/-- /?;kG STONE VENEER ARI-13364 TOP OF WALL DETAIL 13 FRAMING DETAILS AND NOTES 1 OF 00 —21 P.T.SLAB 3 - 1-0 1/4' - T-0' a LOCHTE o � 1314 ~off ARCHITECTURAL GROUP A400FASTENERS 2'-0" O.C. FASTENERS 2'-0" O.C. 1230 19TH ST. SCHEDULED SOUND-RATED �� PARTITION 13 14 MAX., WITHIN 1° OF ENDS N X1 14y4 MAX., WITHIN 1' OF ENDS SACRAMENTO, CA 95811 FASTENERS 2'-0' O.C. Ap40�0 _ /�AqM� TELEPHONE: 916.502.8099 MAX. WITHIN 1° OF ENDS � l N SEAL BOX AIRTIGHT WITH ( I �o � � I I TEST ONE PELOTON SHEET CAULKING (PAD) I I " I 125 W.25TH STREET,11TH FLOOR UNDERSIDE OF STRUCTURE r r r I NEW YORK, 10001 UNDERSIDE OF STRUCTURE UNDERSIDE OF STRUCTURE 1 UNDERSIDE Of STRUCTURE C: RYAN BADGG ER ACOUSTICAL SEALANT ALL ' AROUND PERIMETER CONT. C-SHAPED METAL CONT. C-SHAPED METAL E: ER RUNNER; DO NOT FASTEN TO CONT. �_ � C: DENICE BOCEK C-SHAPED METAL E: denice.bocek@cbm.com RUNNER DO NOT FASTEN TO HEAD STUD RUNNER DO NOT FASTEN TO LANDLORD MACERICH HEAD STUD HEAD z HEA SND 11411 NORTHTATUM BLVD,PHONKAZ8502B COVER PLATEC:CHARLIE E:CHARL NES RO MAN@MACERICH.COM <o SCHEDULED CEILING WHERE . — — SCHEDULED CEILING WHERE T:602.953.6377 NO UNUSED KNOCKOUTS OR OTHER HOLES LEFT OPEN _ OCCURS OCCURS SCHEDULED CEILING WHERE SCHEDULED CEILING WHERE , 5/8" TYPE X GYPSUM ARCHITECT LOCHTE ARCHITECTURAL GROUP 5/8" TYPE X GYPSUM OCCURS OCCURS WALLBOARD - 1230 19TH ST. WALLBOARD WHERESEE SPEC FOR TYPE SACRAMENTO,CA 95811 OCCURS-SEE SPEC FOR 5/8" TYPE X GYPSUM 7:916.502.8099 I ' TYPEOCCWALLBOARD - 5 8' ACOUSTICAL GYPSUM C: SRUTHI SEKAR I ' SEE SPEC FOR TYPE E: ssekar@lochteag.com 5 8° DIAMONDBACK GLASROC I I > I WALLBOARD ON TRIAL ROOM TUE BACKER BOARD ON I METAL STUD, DO NOT FASTEN 5/8" TYPE X GYPSUM I ; I SIDE - SEE SPEC FOR TYPE C: BLAKE THOMAS E: b.thomas@lochteag.com RESTROOM SIDE I. TO METAL RUNNER ABOVE WALLBOARD (LARR #25163) I + I MEP& PLAN I METAL STUD -- DO NOT PLAN I - SEE SPEC FOR TYPE PLAN I smu=m THORSON BAKER+ASSOCIATES OUTLET IN SOUND-RATED PARTITION 15 I I FASTEN TO METAL RUNNER I' SCHEDULED WALL FINISH PLAN I - I METAL STUD - DO NOT 3030W. LD,OH 4286 3'-1'-0' I I RESTROOM/SHOWER ABOVE TRIAL ROOM I' E$ SCHEDULED WALL FINISH I . I FASTEN TO METAL RUNNER RICHFIELD,OH 44286 ABOVE T: 330.659.6688 SIDE I I I C: BRYAN MELVIN I I FINISH AS SCHEDULED I`': 3/4" FIRE RETARDANT I ': FINISH AS SCHEDULED E: b.melvin@thomonbaker.mm (E) FLOOR/CEILING BACKER BOARD ASSEMBLY OVERALL ACOUSTIC INSULATION AT REST ROOMS,TRIAL ROOMS L OVERALL ACOUSTIC INSULATION O DIMENSION I ' OVERALL DIMENSION DIMENSION REST ROOMS, FITTING ROOMS I ACOUSTIC INSULATION AT I ' AND FITTING ROOMS ONLY AND TRIAL ROOM ONLY REST ROOMS AND FITTING I CONT. METAL RUNNER, ROOMS ONLY OVERALL DIMENSION A FASTENERS 2'-0" O.C. MAX., SILL I ' I CONT. METAL RUNNER, I; WITHIN 1° OF ENDS I I CONT. METAL RUNNER, FASTENERS 2'-0" O.C. MAX., I CONT. METAL RUNNER, SILL FASTENERS 2'-0" O.C. MAX., / SILL WITHIN 1" OF ENDS I FASTENERS 2'-0" O.C. MAX., WITHIN 1" OF ENDS I I I WITHIN 1" OF ENDS FINISHED FLOOR I ' I FINISHED FLOOR SLLIII,c FINISHED FLOOR I FINISHED FLOOR I I N Elm IN PROTRAK 20 2" LEG TRACK LARR #26019 = ESR-3064P LARR #26019 = ESR-3064P LARR #26019 = ESR-3064P LARR 26019 = ESR-3064P TOP OF CONCRETE SLAB TOP F CONCRETE A 0 0 CO C ETE SLB TOP OF CONCRETE SLAB TOP OF CONCRETE SLAB # W/ 1/2" GAP CLARK LARR #25646 = ER-1663 LARR #25646 = ER-1663 LARR #25646 = ER-1663 LARR #25646 = ER-1663 DIETRTRICH MTL. SLIP DEFLECTION TRACK PARTITION - H MILLWORK/TYP. PARTITION - G FURRED PARTITION - F PARTITION - E FASTENED TO UNDERSIDE OF STUD STUD OVERALL STUD STUD OVERALL STUD STUD OVERALL STUD STUD OVERALL DECK W/ TAPCON SCREW MARK RATING DESIGN NO. REMARKS MARK RATING DESIGN NO. REMARKS MARK RATING DESIGN NO. REMARKS MARK RATING DESIGN NO. REMARKS OR SIMILAR SIZE SPACING DIMENSION SIZE SPACING DIMENSION SIZE SPACING DIMENSION SIZE SPACING DIMENSION H2 2 1/2" 16" O.C. 3 3/4" NONE -- Cl2 2 1/2° 16" O.C. 1 3 7/8" NONE -- FI 7/8" 1 24" O.C. 1 1/20 1 NONE -- E3 3 5/8" 1 16" O.C. 4 7/8" NONE PARTITION AS SCHED. H3 3 5/8" 16° O.C. 4 7/8" NONE -- 03 3 5/8° 16" O.C. 5" NONE -- F2 2 1/2" 24° O.C. 3 1/8" NONE -- E6 6" 16' O.C. 7 1/4" NONE -- APPROVED (NON-RATED PARTIT]ONSHIS __ __ Macerich TC ONLY) 6" 16' O.C. 7 1 4' NONE F3 3 5/8' 24" O.C. 4 1 4" NONE 5/27/2021 TOP OF WALL DETAIL 14 NOTE: A. 7/8°, 25GA GAGE FURRING CHANNELS AT 48" O.C. MAX. METAL DECK (PARALLEL TO FLUTES) 3'-1'-0' B. PROVIDE SUPPORT AT A MAXIMUM SPACING OF 12" O.C. ALONG THE EDGES OF GYPSUM BOARD TF)IR7ERATING TPARTITION SHEATHING IN HOURS SPEC OTHER SIDE OF WALL w b14 1314ON TYPE ARTi-nDN SPEC ONE SIDE OF WALL A400 A400 NOTE: PARTITIONS SHARE SPEC'D STUD v FASTENERS 2'-0" O.C. FASTENERS 2'-0" O.C. NOTES: INSULATION IS TO RUN CONTINUOUS AROUND MAX., WITHIN 1° OF ENDS MAX., WITHIN 1' OF ENDS 1. ALL STUDS TO BE i6" O.C. U.O.N. COLUMNS AND OTHER OBSTRUCTIONS TO FORM " N mw P E L O T O N A CONTINUOUS ACOUSTIC OR THERMAL _ w FASTENERS 2'-0" O.C. w FASTENERS 2'-0" O.C. _ A400 2. ALL GYPBD. TO BE 5/8" THICK, TYPE X U.O.N. BARRIER. ; ` �N ,� MAX., WITHIN 1" OF ENDS �N ,� MAX., WITHIN 1° OF ENDS ; ` 3. ALL MDF/PLYWOOD SHALL BE "FIRE RETARDANT 15. PROVIDE ADDITIONAL WALL BRACING AND/OR I I N o N o I I WASHINGTON SQUARE MALL TREATED" AS SPECIFIED IN 2009 IBC SECTION BRIDGING AS MAY BE REQUIRED FOR HEIGHT OF UNDERSIDE OF STRUCTURE r SPACE R05 2303.2. WALL. UNDERSIDE OF STRUCTURE UNDERSIDE OF STRUCTURE UNDERSIDE OF STRUCTURE 9374 S.W. WASHINGTON SQUARE 4. ALL CONCEALED WOOD MATERIAL AND BLOCKING 16. SEE DETAIL 9/000 FOR TYPICAL WALL CONT. C-SHAPED METAL . - , CONT. C-SHAPED METAL - CONT. C-SHAPED METAL CONT. C-SHAPED METAL ROAD, SHALL COMPLY WITH 2009 IBC SECTION 603 BACKING ASSEMBLY. RUNNER DO NOT FASTEN TO HEAD RUNNER; DO NOT FASTEN TO HEAD RUNNER; DO NOT FASTEN TO RUNNER DO NOT FASTEN TO AND SHALL BE "FIRE RETARDANT TREATED" AS HEAD STUD SND STUD HEAD STUD TIGARD , OR 97223 SPECIFIED IN 2009 IBC SECTION 2303.2. 17. ALL FIRE RATED WALLS TO TERMINATE AT STRUCTURE ABOVE U.O.N. SEE ALSO ISSUE HISTORY 5. ALL GYP. BD. AT EXTERIOR PERIMETER WALLS 13-14/A401. TO BE 5/8" THICK, GYP. SHEATHING AND TO 01 ISSUE FOR PERMIT / LL RENEW 05.24.2021 EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. 18. ALL METAL FRAMING MEMBERS TO BE ——"l ' r — ARRANGED AND SPACED SO AS TO PERMIT I I SCHEDULED CEILING WHERE SCHEDULED CEILING WHERE I SCHEDULED CEILING WHERE I I SCHEDULED CEILING WERE6. PROVIDE WATER-RESISTANT (WR) GYP. BD. INSTALLATION OF PIPE CONDUITS AND OCCURS PANELS AT ALL INTERIOR "WET" LOCATIONS, DUCTWORK WITH A MINIMUM OF CUTTING. OCCURS OCCURS OCCURS INCLUDING BATHROOMS. SHAFT WALLS TO BE PROVIDED WITH 3 NECESSARY FRAMES, BRACING, AND SEALANT AROUND THE OPENING. I 5/8' TYPE X GYPSUM I I ; - 5/8' TYPE X GYPSUM 0 7. THE PARTITION TYPE ABOVE OR BELOW ANY I I WALLBOARD BOTH SIDES - METAL STUD, DO NOT FASTEN METAL STUD, DO NOT FASTEN WALLBOARD BOTH SIDES - OPENING IS TO BE THE SAME AS THAT SEE SPEC FOR TYPE TO METAL RUNNER ABOVE I TO METAL RUNNER ABOVE SEE SPEC FOR TYPE 0 19. INSTALL METAL CORNER BEADS AT ALL INTERIOR I I EXTERIOR o SCHEDULED FOR EITHER SIDE OF THE OPENING. v EXPOSED WALLBOARD EDGES. INSTALL CASING BEADS PWEREVER WALLBOARD, PLASTER, ETC. I I : �I 8. DIFFERING PARTITION TYPES SHALL ALIGN SO ABUTTS A DISSIMILAR FINISH MATERIAL AND PLAN I METAL STUD -- DO NOT PLAN PLAN I PLAN I METAL STUD -- DO NOT o THAT WALL PLANES CONTINUE UNBROKEN IN I I FASTEN TO METAL RUNNER SCHEDULED WALL FINISH �—SCHEDULED WALL FINISH 1 = I FASTEN TO METAL RUNNER o PROVIDE SEALANT AS REQUIRED. N ROOMS, U.O.N. ABOVE I I ABOVE 20. EXCEPT WHERE SPECIFIC GAUGES ARE NOTED, 9. ALL BOTTOM SILL PLATES SHALL BE SET IN COMPLY WITH THE REQUIREMENTS OF I EXTERIOR FINISH AS 3/4" FIRE RETARDANT 5/8" TYPE X GYPSUM I FINISH AS SCHEDULED E CONTINUOUS ACOUSTICAL SEALANT TAPE EACH SCHEDULED BACKER BOARD WALLBOARD ONE SIDE - { o MANUFACTURER'S STUD SPAN TABLES FOR SIDE. UNBRACED LENGTH AND GAUGE. DEFLECTION SEE SPEC FOR TYPE PROJECT NUMBER 21003 10. PARTITIONS NOTED TO BE 'ACOUSTICAL" AT ALL PARTITIONS TO BE LIMITED TO L/240 OVERALL OVERALL SCALE MAX. AT 5PSF LATERAL LOAD OR LESS IF DIMENSION I AS NOTED REQUIRE ACOUSTICAL SEALANT AROUND ALL I DIMENSION j o REQ'D FOR SPECIALTY FINISHES. BATT INSULATION I ACOUSTIC INSULATION AT SHEET TITLE PIPE AND DUCT PENETRATIONS, BOTTOMS AND R-VALUE 19 OVERALL DIMENSION OVERALL DIMENSION REST ROOMS AND FITTING o TO PLATES, WHERE THE WALL MEETS THE I ', I I , . I ROOMS ONLY STRUCTURE, AND AT DISSIMILAR MATERIALS. 21. ALL GYSUM BOARD TO BE BY UNITED STATES SILL SILL SILL SILL ACOUSTICAL PARTITIONS ARE TO BE SEALED GYPSUM COMPANY CONFORMING TO THE CONT. METAL RUNNER, � _ CONT. METAL RUNNER, PARTITION REQUIREMENTS OF ASTM E119 OR ALTERNATE FASTENERS 2'-0° O.C. MAX., CONT. METAL RUNNER, CONT. METAL RUNNER, FASTENERS 2'-0" O.C. MAX., AIR TIGHT. SEE ALSO SHEET 4/A400. MANUFACTURER WITH A COMPARABLE I - v WITHIN 1" OF ENDS NOTE: ALL MILLWORK I I TYPES FASTENERS 2'-0" O.C. MAX., FASTENERS 2'-0" O.C. MAX., WITHIN i" OF ENDS QUALIFYING ICC REPORT. I PARTITIONS SHALL COMPLY I i 0 11. DIMENSION LOCATION FOR ALL PARTITIONS IS WITHIN 1" OF ENDS WITHIN i" Of ENDS TO THE FACE OF FINISH U.O.N. FINISHED FLOOR WITH THE REQUIREMENT TO I ' FINISHED FLOOR SHEET NUMBER _0 22. ALL STUD FRAMING TO BE COLD FORMED METAL I I WITHSTAND 5PSF LATERAL FINISHED FLOOR FINISHED FLOOR I I A401 12. REFER TO 15/A401 FOR ELECTRICAL OUTLET FRAMING TO COMPLY WITH THE REQUIREMENTS LOAD OF ESR-3064P AND BY PROVIDED BY ONE OF BOX LOCATIONS IN RATED WALLS. REFER TO I THE MANUFACTURERS APPROVED IN THIS a 15/A401 FOR ACOUSTICAL SEALANT AT LARR #26019 = ESR-3064P TOP OF CONCRETE SLAB LARR #26019 = ESR-3064P LARR #26019 = ESR-3064P LARR X26019 = ESR-3064P TOP of CONCRETE SLAB PROFESSIONAL SEAL / REPORT. TOP OF CONCRETE SLAB TOP OF CONCRETE SLAB OUTLETS IN ACOUSTICAL WALLS. LARR #25646 = ER-1663 LARR #25646 = ER-1663 LARR #25646 = ER-1663 LARR #25646 = ER-1663 13. PARTITIONS INDICATED AS FIRE RATED FORMA 23. ALL FASTENERS AT TOP AND BOTTOM OF STUD FRAMING TO BE LOW VELOCITY POWER DRIVEN EXTERIOR PARTITION - D MILLWORK PARTITION - C TYP. NON-RATED PARTITION - B PARTITION - A tiDC SEPARATION THAT SHALL BE CONTINUOUS FROM FASTENERS BY HILT] CONFORMING TO THE o FLOOR TO STRUCTURE ABOVE WITH NO BREAKS REQUIREMENTS OF ESR-1663 OR AN MARK 45/8* STUD OVERALL RATING DESIGN NO. REMARKS MARK STUD STUD OVERALL RATING DESIGN NO. REMARKS MARK STUD STUD OVERALL RATING DESIGN NO. REMARKS MARK STUD STUD OVERALL RATING DESIGN NO. REMARKS �� N AT COLUMNS, BEAMS, WALL TRANSITIONS, OR SPACING DIMENSION SIZE SPACING DIMENSION SIZE SPACING DIMENSION SIZE SPACING DIMENSION (' STEPHEN C� ALTERNATE PRODUCT BY AN ALTERNATE LOCHT N OTHER OBSTRUCTIONS. MANUFACTURER WITH A COMPARABLE C3 16" O.C. 4 3 8" NONE -- C2 2 1 2" 16' O.C. 3 1 4' NONE -- BI 1 5/8" 16' O.C. 2 7 8" NONE -- A2 2 1 2" 16" O.C. 3 3 4" NONE -- �] � `y QUALIFYING ICC REPORT. C6i6" O.C. 6 3/4" NONE -- C3 3 5/8" 16° O.C. 4 3/8 NONE -- B2 2 1/2' i6° O.C. 3 1/4' NONE -- A3 3 5/8" 16" O.C. 4 7/8" NONE C+ASRAMENTO, ate' 14. ALL INSULATION TO BE FULL CAVITY WIDTH WITH C6 6" 16" O.C. 6 3/4- NONE -- B3 3 5/8" i6" O.C. 4 1/4" NONE -- A6 6" 16" O.C. 7 1/4- NONE -- • CA A MAX. DEPTH OF 6' AT THE WALLS. BIG 6" i6" O.C. 6 5/8- NONE -- ARIA 3364 GENERAL NOTES 13 PARTITION TYPES 1 OF O 0 - - 1-1/2' - T-0' �-� 4'-0" LINE Of PERIMETER WALL * LINE OF PERIMETER WALL LOCHTE 7A 4'-p• 12'-0" MAX. NOTE: REFER TO CEILING A R C H I T E C T U R A L G R O U P \ MAIN RUNNERS: HEAVY DUTY MEMBER "A" SUSPENSION NOTES ON FOR TYPICAL SOFFIT FRAMING SEE Fixed Side 1 1/2" COLD-ROLLED CHANNELS -- Fixed Side MAIN RUNNERS ® 4'-0" D.C. THIS SHEET 1230 19TH ST. \ / B.O. STRUCTURE ABOVE x ® 4'-0" O.C. MEMBER "B" SACRAMENTO, .5 2.809 WvT CROSS RUNNER ® 2'-0" O.C. 95811TELEPHONE: 916.502.8099 CROSS RUNNER: 25 GA. 7 8 COMPRESSION POST, ONE #10-12 SELF TAPPING / "HAT CHANNELS 0 GYP. 8D. CLG. 12 GA. VERTICAL HANGER WIRES ® AT EACH SEISMIC BRACE-- SCREW ,� 4'-0" O.C. @ EA. MAIN RUNNER LOCATION TENANT ONE PELOTON = SIM COMPRESSION POST ® 1'-4" O.C. OR 1" C CHANNELS ¢ 125 W.25TH STREET, 11TH FLOOR SUSPENDED ACOUSTICAL OR GYP. BD. @ PLASTER CLGS. ® 2'-0" O.C. 45 OLD = o MEMBER "A", SEE 3 0 SLOT END OF TUBE TO NEW YORK,NY 10001 CEILING. FOR TYPICAL NOTES AND v ¢ __ 12 GA. PERIMETER HANGER ATC: RYAN BADGER DETAILS SEE s 9 8 GA. VERTICAL HANGER ORES ® d FIT OVER MAIN TEE E ryan.badger@onapeloton.com 4W; 4'-0" O.C. ® EA. MAIN RUNNER 'a TERMINAL END OF EA. MAIN AN AN CONDUIT12 GA ERE IN O N (n RUNNER & CROSS TEE I1 E: dencle.bocek@ bre.com N Q p 45 l CROSS TEE LANDLORD MACERICH o PROVIDE TWO #10-i6 x 1/2" fA U3 SELF TAPPING SCREW p y12 GA. PERIMETER HANGER AT LL 11a11NORTH rATUMBLw,PFIOEND(Az85028 w N 4 WAY 45' DIAGONAL 12 GA. WIRE C:CHARLIE SIROKMAN > SCREWS INTO COMPRESSION X L TERMINAL END OF EA. MAIN E:CHARLENE.SIROKMAN@MACERICH.COM 5/8" GYP. BD., TYP. U.O.N. POST It U_ RUNNER & CROSS TEE, U.O.N. X BRACING AND COMPRESSION POST. 12 GA. SPLAY WIRE (4) T:602.953.6377 IE ONE EVERY 96 SF. MAX, BRACING IN PLANE OF EA. ]A BEGINNING @ 4'-0" MAX. ROM 4T RUNNER. ALL WIRES SEISMIC BRACING 4 WAY 45' DIAGONAL 12 GA. PERIMETER WALLS 45 SECURED TO RUNNERS 'ERE BRACING AND COMPRESSION 4D t2 CORNERBEAD TRIM @ EXPOSED 1/4" MACHINE BOLT POST. ONE EVERY 96 SF., -- __ APPROX. 2" FROM ARCHITECT LOCHTE ARCHITECTURAL GROUP ALIGN CORNERS I' BEGINNING ® 4'-0" MAX. FROM NTERSECTION 1230 19TH ST. PERIMETER WALLS. SACRAMENTO,CA 95811 RIGID CONDUIT RECEIVER, n > T:916.502.8099 MEMBER "B°, SEE __ 12 GA. WIRE AT EACH CORNER OF C: SRUTHI SEKAR METAL STUD HANGER STRUT 15 B" MAX TYP Free Side B" MAX TYP Free Side LIGHT FIXTURE AND 2 SLACK 1' STRUCT. MAIN TEE E: s.sekar@lochteag.00m NTS 12 GA. WIRE AT EACH CORNER WIRES. S.E.D. "P41 OF LIGHT FIXTURE AND 2 SLACK C: BLAKE THOMAS ACOUSTICAL CEILING PANEL, MEPB E: b.thomas@lochteag.com 2° 2" UpN WIRES. S.E.D. STnucruaAl THORSON BAKER+ASSOCIATES NOTCH END Of CONDUIT TO 3030 W.STREETSBORO FOR CONNECTIONS TO MAX MAX SEAT AGAINST CEILING NOTES: 3) ATTACH EACH VERTICAL WERE TO SUPPORT NOTES: 3) ATTACH EACH VERTICAL WIRE TO SUPPORT COMPRESSION POST SCHEDULE RICHFIELD,OH 44286 STRUCTURE SEE tO 1) MAX. DISTANCE TO FIRST BRACING POINT. ABOVE & CEILING SUSPENSION MEMBER 1) MAX. DISTANCE TO FIRST BRACING POINT. ABOVE & CEILING SUSPENSION MEMBER T: 330.659.6688 SYSTEM C: BRYAN MELVIN 2) PROVIDE COUNTER SLOPING WIRES FOR W/MIN. OF 3 TIGHT TURNS IN 1 1/2". 2) PROVIDE COUNTER SLOPING ORES FOR W/MIN. OF 3 TIGHT TURNS IN 1 1/2". MAX. LENGTH MEMBER "A" KI/r MEMBER "8" KI/r 4� +'' VERTICAL HANGER WIRES MORE THAN 4) SECURE DIAGONAL FRAMING WIRE TO MAIN VERTICAL HANGER WIRES MORE THAN 4) SECURE DIAGONAL FRAMING WIRE TO MAINE: b.melvin@thorsonbaker.00m 3 5/8" 18 GA. STUDS ® 16" O.C. 6 IN 1 OUT-OF-PLUMB. RUNNERS WITH 4 TIGHT TURNS IN 1 1/2". 6 IN 1 OUT-OF-PLUMB. RUNNERS WITH 4 TIGHT TURNS IN 1 1/2". 6.-6" 1" O.D. EMT 200 1 1/4" O.D. EMT 157 TYP. 5) HEAVY DUTY T-BAR GRID SHALL BE USED 8'-6" 1 1/4" O.D. EMT 200 1 1/2° O.D. EMT 165 BRACING ® EACH 2 1/2" 18 GA. STUD BRACES COMPRESSION _ _ _ _ _ _ _ 4'-0" O.C., TYP. (ONE SIDE ONLY) POST :v I FINISH CEILING: SEE SOFFIT DETAILS. COMPRESSION POST 12 9 6 SEISMIC BRACING 3 - Ng 1/B'- 1'-0' �J 1/6'- 1'-0' - NTS 18 GA. TRACK SCREW W/#8 SELF- TAPPING SCREWS ® EA. STUD & EA. – – – – – – – – – – – – FLANGE, TYP. CONNECTED WALL HANGER ERE 1. 12 GA. (MIN) HANGER ERE MAY BE USED FOR UP TO AND INCLUDING 4'-0" X 4'-0" GRID SPACING SOFFIT FRAMING SECTION 1 8" MAX. HANGER ERE (FIXED END) SEE (:�t ALONG MAIN RUNNERS. I SPLICE MUST BE THRU #10 SELF-TAPPING CONNECTION. 2. PROVIDE 12 GA. HANGER ORES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8" FROM — 2 1/2" STUD DIAGONAL BRACING @ I SCREW EACH STUD CORRIDOR SLIP JOINT (SNAP CONNECTION THE SUPPORT OR WITHIN 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR THE EACH END. SCREW TO HANGER STUDS ® INTERSECTION UNACCEPTABLE) PERIMETER OF THE CEILING AREA. END CONNECTIONS FOR RUNNERS WHICH ARE DESIGNED AND W/ #10 SELF-TAPPING SCREWS -1 SEE DETAILED TO RESIST THE APPLIED HORIZONTAL FORCES MAY BE USED IN LIEU OF THE 12 GA. HANGER WIRES. 16 GA. LONG-LEGGED COMPRESSION POST, – – – – – – – – – – – – – – – - TRACK SEE SEE -- 3. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMEBERS AT OBSTRUCTIONS TO MAIN tZ HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CONT. SLIP JOINT CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 2 1/2" 18 GA. STUD BRACES ® SADDLE TIE TO MAIN PLAN (FREE END) SEE OUT OF PLUMB ARE TO HAVE COUNTER-SLOPING ORES. APPROVED 4'-0" O.C. SCREW TO HANGER 6" MAX. RUNNER W/#16 WIRE FOUR 12 GA. DIAGONAL 4. CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. CEILING GRID N5/27/ 0 1 TC STUDS W/(2) #10 SELF-TAPPING WIRE BRACING @ EACH i EACH SIDE CROSS RUNNER MEMBERS SHOULD BE AT LEAST 1/2 INCH FREE OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO 5/27/2021 SCREWS SEE SECTION ABOVE COMPRESSION POST A SLIP JOINT B RUNNER SPLICE CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNERS SHOULD BE FREE AND A 3 5/8" 20 GA. STUD HANGERS ® I I A PERIMETER 3' -T-O' 3' -1'-0• MINIMUM OF 1/2 INCH CLEAR OF WALL. 16" O.C. 3' - T-O' HANGER WIRE 5. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED 2" MAX 2" MAX TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE END TO - - - - - - - - - - - - - - - - - HANGER WIRE, PREVENT LATERAL SPREADING. A METAL STRUT OR A 16 GA. WIRE WITH A POSITIVE MECHANICAL BRACING WIRE, TYP. CONT. 3 5/8" 16 GA. TRACK I SPLICE 4'-0" O.C., TYP. CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE 4'-p° 8" g' 4'-0" WALL TO THE FIRST PARALLEL RUNNER IS 12" OR LESS, THIS INTERLOCK IS NOT REQUIRED. FINISH CEILING, SEE SOFFIT DETAILS. I MAIN RUNNER (TYP.) OR LESS MAX. MAX. TYP. SOFFIT FRAMING ELEVATION _ _ _ _ _ CONT. RUNNERS 6. PROVIDE SETS OF FOUR 12 GA. SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER - - - – – – � 1-1/2" MAIN RUNNER (SPLICE ALL JOINTS) AT THE FOLLOWING SPACING: THE SLOPE OF THESE WIRES SHOULD NOT EXCEED 45 DEGREES FROM p E L O T O N THE PLANE OF THE CEILING AND SHOULD BE TAUT WITHOUT CAUSING THE CEILING TO LIFT. SPLICES CHANNEL – – – – – - IN BRACING WIRES ARE NOT TO BE PERMITTED WITHOUT SPECIAL APPROVAL FROM OWNER'S Azz7= POP RIVETS, TYP.CROSS RUNNER HAT CHANNEL _ _ _ _ _ _ _ _ _ _ _ _ _ _ #8 x 3/4" SELF-TAPPING L-- _ 1 REPRESENTATIVE. _ NT. 14 SCREWS TO PREVENT WASHINGTON SQUARE MALL SLIPPAGE OF WIRE TIES, "SPRING-CLIP" TYPE 7, FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACING WIRES WITH 4 �' SLP JOINT EXPANSION JOINT TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1 1/2 INCHES. HANGER OR BRACING SPACE RQ5 GYP. BD. CEILING CROSS RUNNER 1 1/4" COVER WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE 9374 S.W. WASHINGTON SQUARE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORCES ROAD, BACKING PLATE INTERMEDIATE ACTING ON THE WIRE. NOTE: WERE TURNS MADE BY MACHINE WHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING CAN WAIVE THE 1 1/2 INCH REQUIREMENT, BUT THE NUMBER OR TIGARD , OR 97223 C SLIP JOINT AT INTERSECTION, RATED CONDITION TURNS SHOULD BE MAINTAINED, AND BE AS TIGHT AS POSSIBLE. #8 SELF TAPPING SCREW 3' -T-O' #10 S.M.S., TYP. TIE W/12 GA. 8. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHES FROM ALL UNBRACED ISSUE HISTORY COMPRESSION POST AT GYP. BD. CEILING 11 BACK TO BACK RUNNER CHANNELS DOUBLE LOOPS 8" MAX. MAX. DUCTS, PIPES, CONDUIT, ETC, IT IS ACCEPTABLE TO ATTACH LIGHTWEIGHT ITEMS, SUCH AS SINGLE 01 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 NTS FURRING CHANNEL HANGER WERE, TYP. ELECTRICAL CONDUIT NOT EXCEEDING 3/4 INCH NOMINAL DIAMETER, TO HANGER WIRES USING 45' HANGER WIRE @ EACH HANGER WRE CONNECTORS ACCEPTABLE TO THE OWNER'S REPRESENTATIVE. SPLICE HANGER WIRE ® SPACER NTH HORIZONTAL EACH SPLICE 2" WALL ANGLE TO 3/4^ 6D RINGSHANK NAIL ® 9. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE / MATCH T-BAR, TYP. 4SCREWSWALL FREE SIDES (CEILING GRID EQUAL TO THE WEIGHT OF THE FIXTURES. + SECURE TO T-BARSHALL SLIDE FREE THIS _ _ _ _ _ W/ POP RIVETSEND) 10. FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING LESS THAN 56 3 EACH TEE POUNDS MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN c.i ADDITION, THEY MUST HAVE A MINIMUM OF TWO 12 GA. SLACK SAFETY WIRES ATTACHED TO THE 1" 3 1 2" 3 1 2" 1" 1'-0" TYP.o FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4'-O"X 4'-0" SPLAYED SEISMIC LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER. ALL FLUSH OR RECESSED o BRACE WIRE I STRUCTURE ABOVE TTACH ANGLE TO: LIGHT FIXTURES AND AIR TERMINALS OR SERVCES WEIGHING 56 POUNDS OR MORE MUST BE C-DREFER STRUCTURAL DRAWING A) 18 GA. STUD W/1-1/4" S-12 PAN HEAANGLE TO MATCHat Main Runner at Furring ChannelINDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WIRES EACH ATTACHED TO THE B) 18 GA. STUD W/1-1/4" HI-LO MOD. OVT-BAR, TYP. STEEL STRAP 1" WIDE X I FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. 2" LONG X 12 GA. MIN. 16 GA. LONG-LEGGED I THE 4 TAUT 12 GA. WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE MUST BE BRACING AT WALL TRACK 1 (2) #10 SELF TAPPING Fixed End Free End E ' ATTACHMENT OF RESTRAINT ORES SHALL BE ADEQUATE FOR THE LOAD IMPOSED SCREWS EA. STUD, EA. C SPLICING OF GYP. BD SUSPENDED CEILING CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT. c SIDE 3' - T-O' PROJECT NUMBER METAL STUD HANGER 3 5/8" D EDGE CONDITION TYPICAL 11. ALL FIXTURES AND AIR TERMINALS OR SERVICES SUPPORTED ON INTERMEDIATE DUTY GRID SYSTEMS 210M REFER STRUCTURAL DRAWING FOR REFER STRUCTURAL DLA 18 GA. U.O.N. 2-1/2" DIA. SCREW PROVIDE MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WIRES EACH ATTACHED E ONE PAIR PROVIDE ONE PAIR 3' -T-0' TO THE FIXTURE OR TERMINAL AND TO THE STRUCTURE ABOVE. SCALE AS NOTED FASTENING DETAIL FOR FASTENING DETAIL O.C. WITHIN 2" OF VERTICAL AL BRACING WIRES PARALLEL BRACING WIRES / STUD U.O.N. TO TRANSITION ® 12'-0 A SHEET TITLE E � �. / / ' i FRAMING CONNECTION 12. SUPPORT SURFACES MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH o / / � - REFER STRUCTURAL 6" O.C. 6" TRANSITION ® MAX. TYPICAL SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVE i�� DRAW NG FOR FASTENING MAX, MAX 12'-0" O.C. 8" MAX. BY A 12 GA. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT /'i j / %/�! i / 2-1/2" DIA. SCREW @ 16" DETAIL HANGER WIRE HANGER WIRE, TYP. CEILING E / i ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FEET OR LONGER. / i O.C. HANGER ERE HANGER WIRE DETAILS REFER STRUCTURAL WALL ANGLE TO MATCH HANGER WIRE @ 4'-0° 20 GA. "J" RUNNER 1 2' 13. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE NTH HANGER DRAWING FOR FASTENING T-BAR, TYP. SECURE WITH ONE PAIR OF c j �� WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING 4 SHEET NUMBER DETAIL RUNNER CHANNEL TO T-BAR W/ POP CLR BRACING WIRES PARALLEL TIMES THE WEIGHT OF THE FIXTURE (SEE ALSO NOTE 9). SPECIAL DETAILS ARE NECESSARY FOR A402 0 45' TO WALL ® 12'-0" O.C. 5/8" MAX I RIVETS EACH TEE THIS CONDITION AT THE CEILING GRID. RUNNER CHANNEL I � METAL STUD FRAMING E �\ CLG. CLIP "HILTI" OR / * CHANNEL 7/8" FURRING 14. CEILING DESIGN LOAD 4 PSF MAXIMUM. PROFESSIONAL SEAL EQUAL 3/4"X13 GA. + / – – – – – – – – CHANNEL (4) TIGHT 2 1/2 X 18 GA. MET. 45 // / EDGE BEAD ATTACH ANGLE TO: TURNS BRACING @ 4'-0" O.C. EDGE BEAD D ARC / / A) 18 GA. STUD W/1-1/4" 5-12 PAN HEAD SCREWS R SPLAYED SEISMIC BRACE WIRE 20 GA. METAL ANGLE 20 GA. METAL B) 18 GA. STUD W/1-1/4" HI-LO MOD. OVAL HEAD WALL ANGLE TO MATCH `� / MATCH T-BAR ANGLE MATCH T-BAR, TYP. CD N STL. STRAP 1" WIDE X 2" LONG T-BAR Fixed End Free End (' STEPHEN �y VERTICAL HANGER WIRE – (2) #10 SELF TAPPING SCREWS WLOCHTE y X 12 GA. (MIN.) 16 GA. METAL STUD X 2 FLUTES D GYP. BD. / SUSPENDED CEILING TRANSITION E EDGE CONDITION AT RATED CONDITION p; 0 • VERTICAL HANGER AND BRACING AT SLAB DIAGONAL BRACING CONNECTION 3' - r-0 3 -r-0• 9 q S MENTO, ARI-13364 10 GYPSUM BOARD CEILING DETAILS 7 ACOUSTIC CEILING DETAILS 4 HANGER WIRE 13 CONNECTION TO SLAB GENERAL NOTES 1oF o o - 6'-T-0' - NT, - AS NOTED - AS NOTED - NTS LOCHTE A R C H IT E C T U R A L G R O UP SCHEDULED GYP. WALL T WALL AS SCHEDULED, TYP. WALL AS SCHEDULED, TYP. HALLWAY JAMB AS SCHEDULED BOH 1230 19TH ST. W-4 TILE WALL IN ELEVATION SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 FLOAT AND TAPE OVER DOOR AS SCHEDULED TENANT ONE PELOTON WATERPROOFING WATERPROOFING FL-4 FLS 125 W.25TH STREET, 11TH FLOOR HERRINGBONE TILE HERRINGBONE TILE NEW YORK, NY 10001 C: RYAN BADGER FRY REGLET DRINKING RESTROOM DRMBFLR62550400 FLUSH FOUNTAIN SHOWER E: DENICE BOCEnepeloton.com BASE. FINISH TO MATCH 3/8° W-4 TILE Fl-7 C: DENICE B k@c ADJACENT WALL REFER TO INTERIOR TRANSITION STRIP MACERICH@core com ELEVATIONS FOR FINISHES. LANDLORD WOOD BASE TO BE 11411 NORTH TATUM BLVD,FNOENOC,AZ 65026 6 SCHLUTER DILEX-HX COVE C:CHARLIE SIROKMAN FASTENED TO BLOCKING TRANSITION STRIP SHAPED PROFILE E:CHARLENE.SIROKMAN@MACERICH.COM BEHIND W/ FINISHING NAILS FL-2 TILE �_1 SCHEDULED FLOOR FINISH AS REQ'D - NO EXPOSED ALIGN T:602.953m6377WOOD FLOORING FASTENERS FL-2 TILE ARcHiTEcT LOCHTE ARCHITECTURAL GROUP 1230 19TH ST. OIL SCHEDULED FLOOR FINISH FN FLOOR FN FLOOR T 9CRA 2EN099,CA 95811 " - + - C: SRUTHI SEKAR /B° C: BLAKE THOMAS E: s.sekar@Iochteag.wm TOP OF OL `SLABlly/51TOP OF BLAB E: b.thomas@Iochteag.com 1/2° FIRE TREATED 1/2° FIRE TREATED / / JOINT FILLER s*aucTuan THORSON BAKER+ASSOCIATES PLYWDOD BLOCKING 3030 W.STREETSBORO PLYWOOD BLOCKING RICHFIELD,OH 44286 (E) CONCRETE SLAB- LEVEL AS REQUIRED 6688 (E) CONCRETE SLAB- LEVEL (E) CONCRETE SLAB- LEVEL FLOAT AS REQUIRED T: BRYAN MEL AS REWIRED AS REQUIRED AS) REQUIRED SLAB LEVEL C: BRYAN MELVIN (E) CONCRETE SLAB LEVEL E: b.melvin@thorsonbakeccom MORTAR BASE AS REQUIRED BASE DETAIL 15 BASE DETAIL12 BASE DETAIL 9 FLOOR TRANSITION 6 FLOOR TRANSITION 3 RUSH BASE AT P WALL - TYP. DRINKING FOUNTAIN 6' - 1'-0* -0 TYP. RESTROOM 6' - 1'-0' DIAGONAL TILE TO BOH TILE 6' - 1' ' DIAGONAL TILE TO WOOD FLOOR 6'-1'-O' so 3/4' PLYWOOD BACKING HALLWAY JAMB AS SCHEDULED RESTROOM O � FLUTED SLAT WALL. SEE DOOR AS SCHEDULED INTERIOR ELEVATION FOR FINISH FL-4 HERRINGBONE TILE O REFER TO INTERIOR REFER TO INTERIOR ELEVATIONS FOR FINISHES. 3/8° ELEVATIONS FOR FINISHES. R_1 WOOD BASE TO BE WOOD BASE TO BE O O FASTENED TO BLOCKING FASTENED TO BLOCKING WOOD FLOORING APPROVED aPROh IC z BEHIND W/ FINISHING NAILS BEHIND W/ FINISHING NAILS TRANSITION STRIP 5/27/2021 c� AS REQ'D - NO EXPOSED AS REO'D - NO EXPOSEDFL_7 FASTENERS FASTENERS TRANSITION STRIP F_-- FL-2 TILE R-3 O M SCHEDULED FLOOR FINISH SCHEDULED FLOOR FINISH ALIGN CONCRETE TILE TILE MORTAR FN FLOOR �J �� / O x /8° TOP OF SLAB / • - a$ VIF TOP OF SLAB SCHEDULED PARTITION 12 FIRE TREATED / P E L O T O N PLYWOOD BLOCKING WASHINGTON SQUARE MALL (E) CONCRETE SLAB- LEVEL (E) CONCRETE SLAB- LEVEL SPACE R05 AS REQUIRED AS REQUIRED (E) CONCRETE SLAB. LEVEL (E) CONCRETE SLAB LEVEL SLAB AS REQUIRED 9374 S.W. WASHINGTON SQUARE AS REQUIRED FLOAT AS REWIRED ROAD, MORTAR BASE TIGARD , OR 97223 ISSUE HISTORY BASE DETAIL 114 1 BASE DETAIL 11 8 FLOOR TRANSITION cJ FLOOR TRANSITION 2 01 ISSUE FOR PERMIT / LL RENEW 05.24.2021 SLAT FLUTED WALLS - TYP. SALES 6' - 1'-0' 6' - T-0' DIAGONAL TILE TO RESTROOM TILE 6' - 1'-0' WOOD TO CONCRETE TILE 6' - 1'-0' 5/8' DIAMONDBACK GLASSROC o TILE BACKER BOARD LOUNGE JAMB AS SCHEDULED TRIAL ROOM j THINSET MORTAR FOR WATER PROOF MEMBRANE CD DOOR AS SCHEDULED Q SCHLUTER KERDI WATERPROOF DOOR AS SCHEDULED MEMBRANE Fl-4 �I SCHLUTER KERDI SHOWER TRAY REAR EXIT HALLWAY SD THINSET MORTAR FOR FL-2 TILE CORRIDOR j I j HERRINGBONE TILE N EXIT CORRIDOR FLOORING BY THINSET MORTAR FOR WATER SCHLUTER KERDI-UNE CHANNEL LL E PROOF MEMBRANE BODY, STAINLESS STEEL CENTER E N ENTRY THRESHOLD o OUTLET, ITEM N0. KL1V 60 E 140, O i I l FL-4 FL-3 I PROJECT NUMBER LENGTH 55 1/8° W/ SCHLUTER i THRESHOLD CONCRETE TILE 21003 SCHLUTER KERDI WATERPROOF KERDI-LINE FRAMELESS TILEABLE —71 MEMBRANE GRATE (D), ITEM NO. KLIDRE 130 i TRN ION STRIP FL-7 SCALE AS NOTED o FOR USE WITH CENTER OUTLET TRANSITION STRIP SHEET TITLE FL-2 TILE CHANNEL BODY, LENGTH 51 3/16° FL 5 WOVEN VINYL BASE AND FLOOR THINSET MORTAR BACKINGFL-2 11LE COVER �� FLOORING TRANSITION DETAILS FOR TILE SLOPE HERRINGBONE TILE AUGN CONTINUE MALL TILE IN 0'-0'� 0'-0' 0'-0' PORTAL AREA 0-04 FN FLOOR " x� FN FLOOR �'x - FN.FLOOR SHEET NUMBER FN FLOOR FN FLOOR n- TF A403 SLAB UNDERCUT TO : I TOP OF SLAB E RECEIVE SCHLUTER KERDI "' S TOP OF SLAB TOP OF SLAB TOP OF SLAB PROFESSIONAL SEAL fl SHOWER TRAY 71 ITTSLAB UNDERCUT TO RECEIVE SCHLUTER KERDI �NCUING AND ADHESIVE AS / SHOWER TRAY /REQUIRED tiR�D ARCS MORTAR BED MORTAR BED CD MORTAR BASE `Gj� r✓� N (E) CONCRETE SLAB LEVEL (E) CONCRETE SLAB LEVEL (E) CONCRETE SLAB LEVEL (E) CONCRETE SLAB LEVEL U STEPHEN AS REWIRED AS REQUIRED AS REQUIRED AS REQUIRED � LOCHvT�E�y�'— a MORTAR MORTAR � MENTO, CA i ARI-13364 ol FLOOR DETAIL 10 FLOOR TRANSITION 7 FLOOR TRANSITION 4 FLOOR TRANSITION 1 of o OS 0 SHOWER 6'-1'-0' REAR EXIT DOOR 6' - 1'-O' TILE TO WOVEN VINYL FLOORING 6' - 1'-0' ENTRY CONCRETE TILE TO MALL TLE 6' - 1'-0' SCHEDULED LIGHT FIXTURE L 0 C H T E WHERE OCCURS. SEE RCP + + A R C H I T E C T U R A L G R O U P + i + + LINEAR SUPPLY DIFFUSER WHERE OCCURS, S.M.D. ' 17\ 1230 19TH ST. + + _ + + — SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 TO.COVE - 1 + + + + ----------- TENANT ONE PELOTON Tt GYP. BOARD COVE o + + + + 125 W. OTH STREET, 11TH FLOOR 3/4" PLYWOOD BACKING. FINISH NEW YORK, G 10001 C: RYAN BADGER TO MATCH AD CENT CEIUNG cUi o T.O.COVE E: ryan.badger@onepeloton.00m 2• MTL. STUD FRAMING. SEE r - - _ - - m� C: DENICE BOCEK MILLWORK DRAWING SECTIONS L _ E: denice.bocek@cbre.com FOR DETAILS. _ _ _ _ _ _ _ _ __ o a GYP. BOARD COVE LANDLORD MACERICH ,.., 11411 NORTH TATUM BLVD,PHOENK AZ 85025 C:CHARLIE SIROKMAN 1 -3/4" LIGHT GREY WOOD E:CHARLENE.SIROKMAN@MACERICH.COM + SLATS o .I SCHEDULED LIGHT FIXTURE T:602.953.6377 4" REFER R.C.P 6+ 5/8" GYP BOARD RETURN. L_ wo 0 + + FINISH TO MATCH CL 1 SUSPENDED FN CLQ GYP.BD CEILING SYSTEM--------iARCHITECT LOCHTE ARCHITECTURAL GROUP (cam ® 1230 19TH ST. G D CEILING 5/8" GYP BOARD RETURN. SACRAMENTO,CA 95811 GYP. CORNER BEAD, TYP. FINISH TO MATCH CL-01 T:916.502.8099 1' LINEAR RETURN 0 . . . . . . _ o, _ _ � v ® o C: SRUTHI SEKAR E: s.sekar@lochteag.com WHERE OCCURS S.M. . 2-1/2' SND FRAMING FN CLQ C: BLAKE THOMAS COVE DETAIL AT FITTING ROOM SLAT WALL 15 E: b.thomas@lochteag.00m CL 01 SUSPENDED sucTursu THORSON BAKER+ASSOCIATES GYP.BD CEILING SCHEDULED METAL STUD LINEAR SUPPLY DIFFUSER FRAMING. 3030 W.RICHFIELD,OH 44286 O WHERE OCCURS, S.M.D. T: 330.65R.6688 GYP. CORNER BEAD, TYP. C: BRYAN MELVIN r LINEAR SUPPLY DIFFUSER 3/4' PLYWOOD BACKING. FINISH TO MATCH E: b.melvin@thomonbakeccom ADJACENT CEILING WHERE OCCURS, S.M.D. 1 + + + + GYP. BOARD CEILING j 3/4" CL-2 WOOD BACKER BOARD. MARINE ; I SCHEDULED LIGHT FIXTURE WHERE OCCURS. SEE RCP PREDRILLFASTENER HOLES ONTO PANEL AND ° + + + + LOCATE IT BEHIND WOOD SLATS TO HIDE - ,COVE VISIBILITY. SCHEDULED LIGHT FIXTURE CEILING CPPLY OVE DETAIL AT SALES AIL 0 cU WHERE OCCURS. SEE RCP - GYP. BOARD COVE a3/8" BLOCKING AS REQ. + + + + + + + + I METAL STUD FRAMING ® SCHEDULED LIGHT FIXTURE ! oa WHERE OCCURS.SEE RCP + + + + + + + + T.O.COVE - - ® 5/8" GYP BOARD _ _ o + + + + o 5/8' GYP BOARD RETURN. FINISH TO MATCH CL-01 I 1 GYP. BOARD COVE o + + + + ee pp 0, am FN.CLQ F3/4' 0 T.O.COVE � __:m SUSPENDED EQ EQ o CL 01 APPROVED GYP RD CEILING CLO G RD COVE Macerich TC 2m U 5/27/2021 LINEAR SUPPLY DIFFUSER 6 WHERE OCCURS, S.M.D. /4 SCHEDULED LIGHT FIXTURE GYP. CORNER BEAD, TYP. 0o R1' LINEAR RETURN WHERE � 6" OCCURS, S.M.D. W-� PAINT THE o 3/4" PLYWOOD BACKING. FINISH TO MATCH 8• LIGHT TRIM TO MATCH e DEFLECTOR ORIENTATION SUSPENDED ADJACENT CEILING � YV-5 SCHEDULED LIGHT FIXTURE TAB GYP.BD CEILING SYSTEM \ , 1"-3/4' LIGHT GREY WOOD WHERE OCCURS0 . CL OF SORNCL.ER HEAD 5/8" GYP BOARD RETURN. SLATS FEWl' COMPOSITE WOOD SLATS REFER ELEVATION FOR HEIGHTS o INIV 0 0 FINISH TO MATCH CL-01 AT 3" O/C W/ CLASS C FLAME e m e e e e e e 8 0 MTL. STUD FRAMING. SEE SPREAD RATING. STOP SLAT 1/4" CONCEALED SIDE WALL FN CLQ MILLWORK DRAWING SHORT OF RECESSED LIGHT FIXTURE SPRINKLER HEAD SECTIONS FOR DETAILS. EDGE -SCHEDULED SUSPENDED P E L O T O N SCHEDULED WALL TILE. GYP.BD CEILING SCHEDULED METAL STUD REFER INTERIOR ELEVATION. FRAMING. 1" LINEAR RETURN WHERE WASHINGTON SQUARE MALL OCCURS, S.M.D. GYP. CORNER BEAD, TYP. SPACE R05 3/4" PLYWOOD BACKING. FINISH TO MATCH 9374 S.W. WASHINGTON SQUARE COVE DETAIL AT TRIAL LOUNGE SLAT WALL 14 COVE DETAIL AT RESTROOM 8 ADJACENT CEILING ROAD, TIGARD , OR 97223 ISSUE HISTORY it 1 l CEILING COVE DETAIL AT SALES ^ 01 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 J LINEAR SUPPLY DIFFUSER LINEAR RETURN DETAIL 3'-T-0' L OB WHERE OCCURS, S.M.D. D - + + + I u ° + + + + n ° COVEI SCHEDULED LIGHT FIXTURE ¢I ° CL 01 FRAM NG METAL STUD + + WHERE OCCURS. SEE RCP o0 + + + o� GYP. BOARD COVE yy 1 9 o 1' LINEAR RETURN SCHEDULED LIGHT FIXTURE WERE OCCURS , S.M.D. + + + + o __� + + + 09WHERE OCCURS. SEE RCP 4" T.O.COVE 0 T.O.COVE E o W-1 THREADED ROD FASTENED ® 5/8" GYP BOARD TO THE BLOCKING E EQ MM� ° PROJECT NUMBER LIN�Ja7 GYP. BOARD COVE I CL-01 O+I GYP. BOARD COVE p SCALE ! 5/8" GYP BOARD RETURN. PROVIDE BLOCKING AS AS NOTED o FINISH TO MATCH CL-01 REQUIRED TO SECURE THE 1 0 �� n � SHEET TITLE e e LIGHT FIXTURE. SEE I SCHEDULED LIGHT FIXTURE 0 e ° INSTALLATION INSTRUCTIONS 2" °5 4' REFER RCP CEILING FN CLa DETAILS YPCL-01 SUSPENDED " SUSPENDED 0 .BD CEILING + + + + +^ GYP.BD CEILING SYSTEM LINEAR SUPPLY DIFFUSER 5/8' GYP BOARD RETURN. 5/8" GYP BOARD RETURN. SHEET NUMBER WHERE OCCURS, S.M.D. METAL STUD FRAMED `� FINISH TO MATCH CL-0I e 0 0 e O+ 0 a FINISH TO MATCH CL-0N A404 CEILING SYSTEM 1" LINEAR RETURN WHERE + + + + + e ® � e e e e OCCURS, S.M.D. GYP. CORNER BEAD, TYP. FN CLQ FN CLG E 3/4" PLYWOOD BACKING. FINISH TO MATCH 8° 2 1/8" G'L-01 CL-0I SUSPENDED PROFESSIONAL SEAL TL. STUD FRAMING. SEE � +/- 10" SEE RCP 6" COVE MTL. STUD FRAMING. SEE ADJACENT CEILING ILLWORK DRAWING t'r•BD CEILING GYP.BD CEILING SCHEDULED METAL STUD Lr; MILLWORK DRAWING SECTIONS ECiIONS FOR DETAILS. SCHEDULED LIGHT FIXTURE FRAMING. I MATTE WHITE METAL FOR DETAILS. N ql 9,1 TRIM SCHEDULED LINEAR LED MUD AND TAPE AS REQUIRED. GYP, CORNER BEAD, TYP. Gj o I FIXTURE, ALIGN W/ T.O. TYPICAL GYP. CORNER BEAD, TYP. 3/4" PLYWOOD BACKING. FINISH TO MATCH � C14PANEL ADJACENT CEILING STEPHEN Lr I HT GREY FABRIC I 3/4' PLYWOOD BACKING. FINISH LOCHTE T I 1 5/8" METAL STUD TO MATCH ADJACENT CEILING 2-1/2" SND FRAMING � 4 W-8 ALLCOVERING FRAMING • S RAMENTO, CA • 1/2' DRYWALL SHEATHING ARI-13364 0 COVE DETAIL AT TRIAL LOUNGE W WALL BUILD OUT COVE DETAIL AT TRIAL ROOM CEILING COVE DETAIL AT SALES �9oF oC o - 3'-1'-0' - 3'-T-a a LOCHTE A R C H I T E C T U R A L G R O U P 1230 19TH ST. SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 777 _.. --__.- _ _ _ — — — — — .— _ TENANT - - — — — — — - - - - — - - - - - - - - - ONE PELOTON \__ 125 W.25TH STREET, 11TH FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (E) STEEL DECK 45' 4' NEW YORK,NY 10001 I I C: RYAN BADGER - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - rE: ryan.badger@onepeloton.com ,.._ -"-- - - - - - --�. r- _. - - - -� r- - - - - ter - - - - ter - - - te --- - - r� - - - � � -- - - - - 0• S-9 3/4• 4'-B• tL 4'-8" 4'-8' 4'-8' 4' 8' 4'-8" 4'-8• 4'-8° 4'-8• S-9 3/4" 160• C: DENICE BOCEK _ - - - - - - - - - - - - - - - M denice.bocek@cbre.com rEl� F_] - TFF� - - - J-1 .12 -FIJ� t] - Eri�- - - - �r�� � - - - �� I I I LANDLORD MACERICH I I 11411 NORTH TATUM BLVD,PHOENIX,AZ85028 - - - -��� � - - - - — I I I C:CHARLIE SIROKMAN m N `� P P_ � `-1 q `7 � � J - - -`� I T:CHARLE 377 NE.SIROKMAN@MACERICH.COM II II II II II II II II II - - - 1-1 _ I I ARCHITECT LOCHTE ARCHITECTURAL GROUP r - - _ _ -i � - - - � 1-' _ - - _qp - - - - �'i l-'- - - - '-I I-' - _ - � I-' '-If] - - - - � I I 123019TH ST. '-III I I I I I I I I I SACRAMENTO,CA 95811 I T:916.502.8099 L ANGLE TO FASTEN THE II I II I I II II C: SRUTHI SEKAR HANGER TO THE (E) BEAM. I I I I I I I I I I I E: s.sekar@Iochteag.com S.S.D FOR DETAILS I _ - __- - _ _ _ _ � � - - _ - -- _ — _ _ _ _ _ _ _ — _ — � L — _ _ — _ _ _ — � I __ _� - - - - - - - - - - - - - - - - - — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - -i II C: BLAKE THOMAS I I E: bAhomas@Iochteag.com I HSS HANGER. I H MEP THORSON BAKER+ASSOCIATES SEE STRUCTURAL DRA'MNG o I 3030 W.STREETSBORO FOR TYPICAL ATTACHMENT. I I RICHFIELD,OH 44286 h I T: 330.659.6688. - - - - - - - - - - - :_ C: BRYAN MELVIN — — — - - - - - - - - - - - - E: b.melvinQthoreonbaker.com • SELF SUPPORTED STOREFRONTS are required. I Tenant may not support the storefront from the bulkhead, fascia, or roof deck. Structural lateral bracing support for - L — — — — — — — — — Tenant storefronts must be from the roof joists. • ROOF DECK ATTACHMENT OR USE AS SUPPORT for fixtures and equipment is not permitted. ATTATCHMENT DETAIL AT METAL DECK 8 TRELLIS SUPPORT LOCATION KEY PLAN 2 - 3• - r-0• - NT9 HSS HANGER. B.O. S EL DECKING WHERE 8.0. STEEL DECKING SEE STRUCTURAL DRAWING- OCCUR FOR TYPICAL ATTACHMENT. APPROVED HSS HANGER. L - t;::: Macerich TC7A405SEE STRUCTURAL DRAWING 5/27/2021 TYP. FOR TYPICAL ATTACHMENT. TYP Ile PROVIDE PHYSICAL 2) 3/8-DIA STAINLESS1 ISOLATION BARRIER BETWEEN ST THRU BOLTS. S.S.D T STEEL AND ALUM. DUE TO LL DISSIMILAR METALS P E LOTO N T.O.COVE 12'-10•AFF Q mak— r - - - - - 12'-10° AFF WASHINGTON SQUARE MALL I SPACE R05 9374 S.W. WASHINGTON SQUARE I ROAD, I I I TIGARD , OR 97223 INTERIOR FULLY WELDED I 2"X2"X1/4° LIGHT WEIGHT I I ISSUE HISTORY ALUMINUM INNER SKELETON A 01 ISSUE FOR PERMIT / LL RENEW 05.24.2021 FRAME 0 0 I I I I I I I I I I I I I I 3 I I I I I I I I o I I I I I I I o I I I I ¢I I I I I rn - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L CD 7" 4" 7" SUSPENDED GYP. CEILING I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MTL. STUD FRAMING FOR E COVE E B.O.CELNG B.O.CEILNG PROJECT NUMBER MMS i� V-6- iP-10'AFF 11'-10' AFF GtWJ --SUSPENDED GYP. CEILING SCALE AS NOTED o SHEET TITLE 0A V CEILING o CL-t DETAILS T ULTRA LIGHT WEIGHT CLADDING TO MATCH CEILING COLOR 4" LED UPLIGHT 7D LA LIGHT OAK LAMINATE LED UPLIGHT LIGHT OAK LAMINATE INTERIOR FULLY WELDED INTERIOR FULLY WELDED SHEET NUMBER a 2°X3"X1/4" LIGHT WEIGHT ALIGN 2LIGHT WEIGHT A405 ALUMINUM INNER SKELETON M ALUMINUM INNER SKELETON 11 IHII FRAME FRAME E % % I! , - L-1 ===== == __ -- - - - Z__ --- --------====== ==---- NON-COMBUSTIBLE PROFESSIONAL SEAL r LIGHT OAK LAMINATE BLOCKING, TYP. 1° 2" 1' LA-03 ����D ARC C� o n 7 M LIGHT OAK LAMINATE � STEPHEN �vA N N M L.A LOCHTE Cn(U _-= B.O.TfiELLIS / oT _ _t h N N B.O.TRELLIS • S RAMENTO,CA • +9' 6'AFF 1I• I• 2° -1" I. +9' 6'AFF cf� ARI-13364 TRELLIS DETAIL 7 TRELLIS DETAIL �� � oF o a 3' - r-0' SCHEDULED PARTITION � RESTROOM/SHOWER L 0 C H T E SCHEDULED FINISH ON FW--1-31 A R C H IT E C T U R A L G R O U P SCHEDULED FINISH ON I GYP. BOARD 1" THK. POPLAR JAMB W/ OAK 1230 19TH ST. GYP. BOARD METAL STUD FRAMING. NOSING, EASED EDGES. PRIMED SACRAMENTO, CA 95811 PROVIDE DOUBLE STUD AT FII & PAINTED TELEPHONE: 916.502.8099 W-13 I THE JAMB 1 THK. POPLAR JAMB 1/24" 1" THK. POPLAR JAMB W/ SEE DOOR SCHEDULE W-4 SCHEDULED FINISH OVER " a a OAK NOSING, EASED GYP BOARD. SEE INTERIOR TENANT ONE PELOTON W/ OAK NOSING, z EDGES. PRIMED & PAINTED ELEVATIONS. 125 W.25TH STREET,11TH FLOOR DOOR BASE DETAIL EASED EDGES. PRIMED a T.Q. OOR 1" FRAME i" FRAME SCHEDULED DOOR FINISH & PAINTED TYP. JNEW YORK,NY 10001 z � � C: RYAN BADGER c� REFERDOOR _ _ _ _ -. _. E: ryan.badger@onepeloton.com METAL DOOR < �, - C: DENICE BOCEK BASE TRIM. 1 7/8" gyp: E: denice.bocek@cbre.com rn 1 h _ i _ , W-9.1 MATTE WHITE METAL SEE INT ,` N- --_ _ ._ _'_ EDGE BANDING. TYP. LANDLORD MACERICH ELEVATION WOOD DOOR STOP I o FOR FINISH N W-9.1 MATTE WHITE METAL C:4CHARLIE S ROKMA11 NORTH TATUM N� �� Lu SCHEDULED WALLPAPER I EDGE BANDING. TYP. o �� � _ � � E:CHARLENE.SIROKMAN@MACERICH.COM FNEFED FLOOR ADHERED TO DOOR 3-5/8" METAL STUD FRAMING. T:602.953.6377 VARIES +0'-0'AFF I M PROVIDE DOUBLE STUD AT JAMB.TYPICAL 2 3/8" 1 1/2" 2 3/8" -- - - - - - - � � �� - - „�, m m ARCHITECT LOCHTE ARCHITECTURAL GROUP SCHEDULED FINISH OVER GYP 1230 19TH ST. SCHEDULED FINISH OVER GYP 6 1/8" I BOARD. SEE INTERIOR ELEVATIONS. BOARD. SEE INTERIOR SACRAMENTO,CA 95811 LINE OF BASE BELOW. TYP. WOOD DOOR STOP T:916.502.8099 I ELEVATIONS. C: SRUTHI SEKAR SCHEDULED WALLPAPER LINE OF BASE BELOW. TYP. E: s.sekar@lochteag.00m HALLWAY ADHERED TO DOOR C: BLAKE THOMAS E: b.thomas@lochteag.com DR BASE DETAIL 2O 16 RESTROOM RM DOOR HEADER DETAIL 12 RESTROOM SHOWER ROOM DOOR JAMB DETAIL 4 s cn THORSON BAKER+ASSOCIATES 3030 W.STREETSBORO - 3' -T-0' 3' -1'-0' PIVOT DOOR 3' -T 0' PIVOT DOOR 3' -T-O' RICHFIELD,OH 44286 SEE CONSTRUCTION SEE CONSTRUCTION W-13 1" THK. POPLAR JAMB W/ OAK NOSING, TRIAL ROOM C: BRYAN 330.659.6688 6 VIN FLAN FOR INFORMATIONI, U PLAN FOR INFORMATION U 2 1/8" U W_1 STOPPER/ SILENCER PARTITION SCHEDULED FINISH ON EASED EDGES. PRIMED & PAINTED.TYP RUBBER STOPPER SILENCER WOOD FRAME E: b.melvin@thorsonbaker.com VARIES GYP. BOARD GYP BOARD WITH SCHEDULED 1-5/8" STUD FRAMING FOR THE POCKET. METAL STUD FRAMING. PROVIDE PROVIDE DOUBLE STUD AT THE JAMB DOUBLE STUD AT THE JAMB FIRE RETARDANT WOOD FINISH. SEE INTERIOR 1" FRAME DOUBLE STUDS AT HEAD METAL STUD FRAMING. I ELEVATIONS AND WALL SECTION LINE OF BASE BELOW. TYP. BLOCKING DETAILS. TYP LINE OF BASE BELOW. TYP. 4" AND JAMB METAL STUD FRAMING. PROVIDE DOUBLE STUD 2" 2 PROVIDE DOUBLE STUD AT AT THE JAMB M 1 1/2" Fw---tl THE JAMB 1" THK. POPLAR JAMB 1 < PAINT THE BOTTOM OF THE W/ OAK NOSING, I STUD INW-j3 EASED EDGES. PRIMED 6" DOUBLE STUD BLOCKING o 3" & PAINTED _ < T.O.DOOR JIII HAFELE HAWA JUNIOR REI=ER DOOR SUiEDULE 80/GS UPPER TRACK T.O.DOOR JIII AS SCHEDUL 2 1-5/8" METAL STUD ? - _ 1/2" GYP BOARD WITH SCHEDULED b 1/F " 1/2" o _ N ao FINISH. SEE INTERIOR REFS?DOOR SCHEDU FRAMING o WOOD DOOR STOP TO DOOR ELEVATIONS AND WALL SECTION J DETAILS. TYP W-9.1 MATTE WHITE METALIEL REFER DOOR H.M JAMB ANCHOR, MIN. (3) EDGE BANDING. TYP. PER JAMB W-13 1" THK. POPLAR 1/2" DRYWALL SHEATING JAMB W OAK NOSING, EASED SCHEDULED DOOR AND FRAME. APPLIED FINISH ON DOOR-SEE EDGES. PRIMED & PAINTED.TYP. El REFER DOOR SCHEDULE FOR INTERIOR ELEVATIONS W-1 WOOD FRAME AL FINISH SEE PLAN FOR DIRECTION RETURN DOOR JAMB INSIDE THE - - OF SWING. POCKET o R STOP AS REQUIRED SEE DOOR SCHEDULE 40" CLEAR MINIMUM 1-3/4" DOOR W/ 1/4° RETURN DOOR JAMB INSIDE THE POCKET LINE OF BASE BELOW. TYP. EXIT CORRIDOR/ HALLWAY/BOH HALLWAY BOH 3" 2 '4" 5 1/8" FROSTED GLASS INSERT STUD APPROVED MANAGER ROOM 5 T/8„ TRIAL ROOM 10 3 8" SCHEDULED FROSTED TEMPERED GLASS DOOR W-13 1" THK. POPLAR JAMB Macerich TC / LOUNGE SCHEDULED DOOR PULL LOUNGE W/ OAK NOSING, EASED EDGES. 5/27/2021 PRIMED & PAINTED. TYP. REAR MANAGER DOOR HEADER DETAIL 19 BOH DOOR HEADER DETAIL 15 TRIAL RM DOOR HEADER DETAIL 11 TRIAL ROOM DOOR JAMB DETAIL 3 SWING DOOR 3' -1'-0' PIVOT DOOR 3' -1'-0' SLIDING POCKET DOOR T - 1-1-01 SLIDING POCKET DOOR 3' -1'-0' SEE CONSTRUCTION W_13 FLAN FOR INFORMATIO STORAGE ROOM/FITTING ROOM ��` 1" THK. POPLAR JAMB W/ SCHEDULED FINISH ON IOAK NOSING, EASED EDGES. [REFER FLOOR PLAN FOR DOOR SWING] SCHEDULED DOOR. REFER DOOR GYP. BOARD SCHEDULED I PRIMED & PAINTED SCHEDULE FOR FINISH, I ADHERED TO DRYWALL. REFER APPLIED FINISH ON DOOR-SEE SEE PLAN FOR DIRECTION OF SWING. EXIT CORRIDOR/MINTERIOR ELEVATION TYP.ANAGER ROOM 4" @ JAMB ADJACENT WALL WHERE I METAL STUD FRAMING. PROVIDE INTERIOR ELEVATIONS FIRE RETARDANT WOOD OCCURS METAL STUD FRAMING. E L O T O N BLOCKING DOUBLE STUD AT THE JAMB 2" SEE DOOR SCHEDULE 2" I I PROVIDE DOUBLE STUD AT WOOD DOOR STOP W-13 1 2" 1 2" THE JAMB 5/8"rr 1 1" THK. POPLAR JAMB / I / LINE OF BASE BELOW. TYP. 1" FRAME 1" FRAME N N I W/ OAK NOSING, o, ao GYP BOARD WITH SCHEDULED z WASHINGTON SQUARE MALL EASED EDGES, PRIMED M FINISH. SEE INTERIOR & PAINTED TYP. ¢ T.O.DOORIII - - -ELEVATIONS. TYP SPACE R05 11 F r REFER DOOR SCHEDU o 9374 S.W. WASHINGTON SQUARE FIRE RETARDANT WOOD Flo* H.M JAMB ANCHOR, MIN. (3) C) BLOCKING ROAD, I PER JAMB. TYPICAL z wooD DOOR stop o TIGARD , OR 97223 W-9.1 MATTE WHITE METAL ` 'I o METAL STUD FRAMING. PROVIDE DOUBLE STUD AT THE JAMB j I w ° - W-9.1 MATTE WHITE METAL a - ISSUE HISTORY L L L _ i _ EDGE BANDING. TYP. EDGE BANDING. TYP.-- I m GYP BOARD WITH SCHEDULED ` f SCHEDULED WALLPAPER M LINE OF BASE BELOW. TYP. FINISH. SEE INTERIOR 5 7/f I ADHERED TO DOOR LINE OF BASE BELOW. D. SCHEDULED WALLPAPER ELEVATIONS. TYP I 1/8" GAP SEE DOOR SCHEDULE 8" GAP ADHERED TO DRYWALL. REFER STORAGE LOUNGE INTERIOR ELEVATION TYP. ROOM ROOI SCHEDULED WALLPAPER ADHERED TO -moo NOTE- PROVIDE RATED ASSEMBLY SCHEDULED DOOR PULL ROOM '` I DRYWALL. REFER INTERIOR ELEVATION TYP.— ALIGN SCHEDULED DOOR PULL ALIGN FOR THE REAR EXIT DOOR CD HALLWAY/BOH [REFER FLOOR PLAN FOR DOOR SWING] LOUNGE SCHEDULED WALLPAPER CD ADHERED TO DOOR �I REAR MANAGER DOOR JAMB DETAIL 14 STORAGE FITTING RM DR HEADER DET. 10 STORAGE FITTING ROOM DOOR JAMB DETAIL 2 o SWING DOOR 3' -1'-0' PIVOT DOOR 3' - T-0' PIVOT DOOR 3' - T-0' N BOH a; W-13 E 1" THK. POPLAR JAMB W/ OAK NOSING, EASED EDGES. DOOR FINISH AS PER SCHEDULE PROJECT NUMBER 210M PRIMED & PAINTED. TYP. METAL STUD FRAMING. PROVIDE SCALE AS NOTED o DOUBLE STUD AT THE JAMB WOOD DOOR STOP SHEET TITLE Lo 1/8" GAP 0 LINE OF BASE BELOW. TYP. DOOR GYP BOARD WITH SCHEDULED M i�z FINISH. SEE INTERIOR DETAILS a SIF SIF ELEVATIONS. TYP -- -- IL SHEET NUMBERW-9.1 WHITE METAL EDGE BANDING. TYP. n FIRE RETARDANT WOOD A406 BLOCKING o PROFESSIONAL SEAL 00 J N Ln I M _ �ti,OD AR GYP BOARD WITH SCHEDULED C o LINE OF BASE BELOW. TYP. 1" FRAM FRAME FINISH. SEE INTERIOR r? �✓� c� SEE DOOR SCHEDULE ELEVATIONS. TYP As STEPHEN LOCIATEu SCHEDULED DOOR PULL R+ /� o � S RAMENTO, CA � :5 HALLWAY ARI-13364 0 BOH DOOR JAMB DETAIL OF 00 a PIVOT DOOR 3' -T-0' 13 3' - 1'-0' 3' -T-O' 1 LOCHTE A R C H I T E C T U RA L G R O U P 1230 19TH ST. SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 TENANT ONE PELOTON 125 W.25TH STREET, 11TH FLOOR NEW YORK,NY 10001 C: RYAN BADGER E: ryan.badger@onepeloton.00m C: DENICE BOCEK E: denice.booek@cbre.00m LANDLORD MACERICH 11411 NORTH TATUM BLVD,PHOENIX,AZ 85028 C:CHARLIE SIROKMAN E:CHARLENE.SIROKMAN@MACERICH.COM T:602.953.6377 ARCHITECT LOCHTE ARCHITECTURAL GROUP 1230 19TH ST. SACRAMENTO,CA 95811 T:916.502.8099 C: SRUTHI SEKAR E: s.sekar@lochteag.com C: BLAKE THOMAS E: b.thomas@lochteag.00m MEP SSu rmr THORSON BAKER+ASSOCIATES 3030 W.STREETSBORO RICHFIELD,OH 44286 T: 330.659.6688 C: BRYAN MELVIN E: b.melvin@thorsonbaker.com APPROVED Macerich TC 5/27/2021 3' -1'-O' 11 3' - T-O' 3 SEE CONSTRUCTION W_13 IeLAN FOR INFORMATION 1" THK. POPLAR JAMB W/ OAK NOSING, EASED EDGES. TRIAL LOUNGE I PRIMED & PAINTED I FIRE RETARDANT WOOD METAL STUD FRAMING. PROVIDE BLOCKING METAL STUD FRAMING. DOUBLE STUD AT THE JAMB PROVIDE DOUBLE STUD AT P E L O T O N 1/2" THE JAMB 1" FRAME 1" FRAME LINE OF BASE BELOW. TYP. M \ GYP BOARD WT1i SCHEDULED WASHINGTON SQUARE MALL FINISH. SEE INTERIOR TO. ELEVATIONS. TYP SPACE R05 RE DOOR o 9374 S.W. WASHINGTON SQUARE GYP CEILING FIRE RETARDANT WOOD ROAD, PER SCHEDULE � z BLOCKING yy-13 1" THK. POPLAR o o TIGARD , OR 97223 JAMB W OAK NOSING, EASED EDGES. PRIMED & PAINTED.TYP. N ISSUE HISTORY 01 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 5 7/8" LINE OF BASE BELOW. TYP. VARIES 3 VESTIBULE TRIAL LOUNGE VESTIBULE CD co CD MI CASED OPENING HEADER DETAIL 10 CASED OPENING JAMB DETAIL 2 CD VESTIBULE TO TRIAL LOUNGE 3' - T-0' VESTIBULE TO TRIAL LOUNGE 3' - T-0' N STORAGE CLOSET E GYP. BOARD WITH SCHEDULED EZYFRAME- EZC CONCEALED FINISH. TYP. W-g.t MIRROR DOOR FRAME. MUD- IN FRAME PROJECT NUMBER 21003 y METAL STUD FRAMING. PROVIDE TYP. DOUBLE STUD AT THE JAMB SCALE AS NOTED o W-9.1 MIRROR DOOR T.O.DOOR METAL STUD FRAMING. PROVIDE SHEET TITLE E FRAME. TYP. REFS DOOR�� DOUBLE STUD AT THE JAMB DOOR . z o - - - � W-9.1 TOP J CHANNEL � � ---Iq 7T DETAILS � o EZYFRAME- EZC CONCEALED z GYP. BOARD WITH SCHEDULED CRL PSBO80 CLEAR PLASTIC MUD- IN FRAME o o FINISH. TYP. SETTING BLOCK SHEET NUMBER Ng MA407 T/B-- a. --� - -- L W-2 SCHEDULED CLOSET DOOR LINE OF APPLIED BASE SEE DOOR SCHEDULE m BELOW PROFESSIONAL SEAL W-9.1 DOOR EDGE PULL W-6.1 SCHEDULED MIRROR SALES FLOOR STORAGE / CLOSET CRL PSBO80 CLEAR PLASTIC W-2 SCHEDULED CLOSET D Ap�'�� SETTING BLOCK DOOR CD 4 7/8" W-2 SCHEDULED CLOSET DOOR W-6.1 SCHEDULED MIRROR V~ STEPHEN �A� N W-6.1 SCHEDULED MIRROR LOCH E S H o • S RAMENTO,CA • SALES FLOOR Lfai ARI-13364 MIRROR CLOSET DOOR HEADER DETAIL 9 MIRROR CLOSET DOOR JAMB DETAIL 1 OF 00 3' -1'-0' LOCHTE A R C H IT E C T U R A L G R O UP 19TH 1 3//8* HON .5 SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 + + + + + W-8 + + + + + Y FABRIC TENANT ONE PELOTON WALLCOVERING 125 W.25TH STREET,11THITLOOR + + +�' + + SCHEDULED LINEAR LED I NEW YORK,NY 10001 FIXTURE, ALIGN W/ T.O. PANEL I C: RYAN BADGER E: ryan.badger@onepeloton.com C: DENICE BOCEK E: denice.bocek@cbm.wm o TYP. W 9.1 A500 MA WHITE METAL W-9,1 LANDLORD MACERICH 4 TRIM I MA WHITE METAL 11411 NORTH TATUM BLVD,PHOENIX AZ85028 TRIM C:CHARLIE SIROKMAN E:CHARLENE.SIROKMAN@MACERICH.COM W-6 W-01 T:602.953.6377 + + + + + + r + + + + + + + + + + 1 5/8' STUD GLASS OR IM MIRROR. SEEINT I I ELEVATION ARCHITECTLOCHTE ARCHITECTURAL GROUP 1 1/2° CLEAT AS REQ. 1230 19TH ST. 0 0 ^ SACRAMENTO,CA 95811 \ 1/2" DRYWALL T:916.502.BD99 SHEATHING 1/2° SHEATHING C: SRUTHI SEKAR E: s.sekar@lochteag.wm SCHEDULED LINEAR LED C: BLAKE THOMAS II N FIXTURE E: b.thomas@lochteag.wm LI W-GREY FABRIC ssmuc.0 THORSON BAKER+ASSOCIATES NA / IL 3030 W.STREETSBORO WALLCOVERING 3M WHITE OPAQUE FROSTED RICHFIELD,OH 44286 I I FILM APPLIED TO THE MIRROR T: 330.659.6688 PERIMETER C: BRYAN MELVIN E: b.melvin@thorsonbaker.wm 6 I ' 1 5/8 1/2" W-6 W 6 WHITE LAMINATED INA AERIC A500 \ , GLASS OR MIRROR. SEE INT TYP. , ELEVATION 3 A500 TYP. WALLCOVERING PANEL - TOP 6 MIRROR GLASS PANEL - TOP IM3 TR - ROOM/FTTTNGI ROOM DETAIL SECTION 3• - T:6 DETAIL SECTION 3• -T-O' 0 00 1 3/8" 1" TRIAL ROOM TRIAL LOUNGE TRAIL.ROOM/FTTNQ ROOM F5 o S < z < I W-6 W-6.1 8 0O I GLASS OR NAll LAMIMIRROR. SEEI INT ELEVATION 3M WHITE OPAQUE FROSTED FILM APPLIED TO THE MIRROR 1/2' DRYWALL PERIMETER APPROVED N � •O G I a i SHEATHING Macerich TC SCHEDULED LINEAR LED 5i27i2021 rrm — FIXTURE W-8 I EY FABRIC I WHITE�LAMINATED�1 FABRIC WALLCOVERING GLASS OR MIRROR. SEE INT ELEVATION 1 5/8" STUD 1 1/2° CLEAT AS REQ. 0 BLOCKING 1/2" SHEATHING B-1 3/8° X 3" MATTE WHITE P E L O T O N A� TYP. A� TYP. A� TYP. i,,; ,, �� �� ,�i W-9.1 WOOD BASE MA WHITE METAL 1 5/8 1/2' TRIM I le WASHINGTON SQUARE MALL r r ( 3 8 1 8 X 3° MATTE WHITE SPACE R05 WOOD BASE 9374 S.W. WASHINGTON SQUARE - ROAD, TIGARD , OR 97223 MINIMUM ISSUE HISTORY WALLCOVERING PANEL 14 MIRROR GLASS PANEL 11 WOOD SLAT PANEL 8 WALLCOVERING PANEL - BASE cJ MIRROR GLASS PANEL - BASE 2 01 ISSUE FOR PERMIT LL RENEW 05.24.2021 WALL SECTION r -1'-01 WALL SECTION r -1'-9 WALL SECTION 1' - 1'-0' DETAIL SECTION 3• - T-0• DETAIL SECTION - -o O ¢I r7 o SCHEDULED WALL FINISH N i ui E W-5 C PROJECT NUMBER a, 3 4 LIGHT GREY WOOD 21003 L� BACKING SCALE AS NOTED o I W-5 SHEET TITLE E 1"X3/4 LIGHT GREY WOOD N SCHEDULED WALL FINISH j [._ SLATS MILLWORK 3/8" BLOCKING AS REQ. DETAILS T 3/8" BLOCKING AS REQ. 3/4" SHEET NUMBER cl- W-5 A500 E 3/4" LIGHT GREY WOOD BACKING b. ., PROFESSIONAL SEAL O Lo _ D 1"X3/4" LIGHT GREY WOOD 3/44 X 3° MATTE WHITE C o /A / SLATS WOOD BASE STEPHEN M ri 5/8" BLOCKING AS REQ. LOCHJTE��,�.--- 1 3/4° o S RAMENTO, CA ARI-13364 ,i� WOOD SLAT PANEL - TOP WOOD SLAT PANEL - BASE OF oS o DETAIL SECTION 3' -1'-0' 4 DETAIL SECTION 3• - T-0' 1 a -- - - - - - � L 0 C H T E jI + + + + I A R C H IT E C T U RA L G R O UP 1230 19TH ST. SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 ITENANT ONE PELOTON 125 W.25TH STREET, 11TH FLOOR - — - — 1 2 3 NEW YORK,NY 10001 A404 C: RYAN BADGER TYP. E: ryan.badger@onepeloton.com C: DENICE BOCEK E: denice.booek@cbm.com LANDLORD MACERICH 11411 NORTH TATUM BLVD,PHOENIX,AZ 85028 C:CHARLIE SIROKMAN E:CHARLENE.SIROKMAN@MACERICH.COM T:602.953.6377 ARCHITECT LOCHTE ARCHITECTURAL GROUP 1230 19TH ST. SACRAMENTO,CA 95811 16.502.8099 2 I 2 W-1 C9SRUTHI SEKAR A501 PAINTED DRYWALL A501 PAINTED DRYWALL E: s.sekar@lochteag.com 1'-4 1/8" C: BLAKE THOMAS E: b.thomas@lochteag.com + + `a + + SrnumT THORSON BAKER+ASSOCIATES B.O.NICHE FRAMING /� _ B.O.( '1'E FRAIY��O RICHFIELD,OH 44286 /� " B.O.NICHE FRAMING + + + + 3030 W.STREETSBORO +8'-2' AFF r - - - - - - - - AFF _.6� _I - < u' - - - 6" TYP. - - - - - - - - - TYP +8'-2 . iii 1 1 2" T: BRYAN MEL _ � +8'-2'AFF �6 / TO RXTUF1E C: BRYAN MELVIN { —< r - - - - T.O.FBXTUFIE6688 y T.O.ARE /� E: b.melvin@thorsonbaker.com - I +T-9'AFS _ 1 +T 9 +7-W AFF 1 1 C4 LINEAR LED LIGHT —< - I { - < 1 I C4 LINEAR LED LIGHT C4 LINEAR LEDLIGHT W-1 < I I X PAINTED DRYWALL DEMISING WALL L— I - I 1 —< I — DRYWALL PARTITION PER SCHEDULE 1 1" E SH DRAWINGS I _ OPD GS / " APPROVED 3 4 WOOD CLEAT PER C I I I MILLWORK SHOP DRAWINGS Macerich TC 5/27/2021 3/4' F.R. PLYWOOD , I I SHEATHING W-72 -- 1 1 W-72 W-72 3/4" F.R. PLYWOOD - 1 1 3/4" F.R. PLYWOOD 3/4" F.R. PLYWOOD SHEATHING W/ LAMINATE I 1 SHEATHING W/ LAMINATE SHEATHING W/ LAMINATE — < 1 MILLWORK OR FX-02 PER MILLWORK OR FX-02 PER MILLWORK OR FX-02 PER p E L O T O N I MILLWORK SHOP DRAWINGS --< - 1 I - MILLWORK SHOP DRAWINGS MILLWORK SHOP DRAWINGS EXTEND WALL—� P I I FLOOR. SCRIBEASREQUIRED NATE TO THE - I WASHINGTON SQUARE MALL I B-3 -< BASE BOARD TYP. BASE BOARD TYP. 3/8" X 3" SPACE R05 9374 S.W. WASHINGTON SQUARE ` _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ---_ _ _ _ _ _ _ _ _ _ L - - - - - _ _ _ _ _ _ _ _ _ _ _ - - _ — � = BASE BOARD TYP. — - \ ROAD, M FINISH F LR PNISH FSR RASH F LR JIIITIGARD , OR 97223 +a-O'AFS f0'-0'AF +0-0'AFF ISSUE HISTORY FX-01 11 FX-02 5 FX-01 AND FX-02n 01 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 ENLARGED ELEVATION 1' -T-O' ENLARGED ELEVATION 1' - 1'-0' DETAIL WALL SECTION 1' -1'-0' L CD 6" 5'-0 1/2" 6" 3'-10 1/2" 6- I CD o 0 DEMISING WALL DEMISING WALL FACE OF DRYWALL SOFFIT N iv ABOVE E 0 DRYWALL PARTITION PER 21003 DRYWALL PARTITION PER PROJECT NUMBER _ SCHEDULE - = SCHEDULE SCALE INTERNALLY ILLUMINATED AS NOTED ___ ! _. ACRYLIC SIGN LETTERS SHEET TITLE - ABOVE FIXTURE 0 3/4" F.R. PLYWOOD ^ MILLWORK 3/4" F.R. PLYWOOD SHEATHING DETAILS SHEATHING M a 1 loe - - -,, I W-72 W-72 3/4" F.R. PLYWOOD 3/4" F.R. PLYWOOD F s a� — — — — — — — — — — — — — — _ Y n SHEET NUMBER - - - - - - - - - - - - - - - - - - - - 3/4AWOOD CLEATPER — --M - - o SHEATHING W/ LAMINATE A501 E MILLWORKODSHOPAT PER MILLWORK SHOP DRAWINGS DRAWINGS PROFESSIONAL SEAL CLEAR ACRYLIC MOUNTING FACE OF FX-01 AND Ln FX-01TTOM FX-01 OR FX-02 PER MILLWORK OR FX-02 PER NBACKAPORTION OF LDHERED TO ETTER FX-02 FIXTURES p MILLWORK SHOP DRAWINGS MILLWORK SHOP DRAWINGS AND TOP OF FIXTURESHOWN (C/ � D ARC o VV_1 W-1 �~� STEPHEN �fA ori PAINTED DRYWALL PAINTED DRYWALL LOCHTE y • S RAMENTO, CA • 41 ARI-13364 63 0 FX-01 FX-02 FX-01 AND FX-02 SIGNAGE DETAIL °F o � a ENLARGED PLAN 1' -1'-0' ENLARGED PLAN T -1'-0' 3' - - - - - - - � L 0 C H T E j ( + + + + I A R C H IT E C T U RA L G R O UP + + + + 1230 19TH ST. SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 I TENANT ONE PELOTON 125 W.25TH STREET,11TH FLOOR — — — 123 NEW YORK,NY 10001 A404 C: RYAN BADGER TYP. E: ryan.badger@onepeloton.00m C: DENICE BOCEK E: denice.bocek@cbre.com LANDLORD MACERICH 11411 NORTH TATUM BLVD,M40ENK AZ 85028 C:CHARLIE SIROKMAN E:CHARLENE.SIROKMAN@MACERICH.COM T:602.953.6377 8'-5" ARCHITECT LOCHTE ARCHITECTURAL GROUP DEMISING WALL 1230 19TH ST. 2 SACRAMENTO,CA 95811 AJr(I2 7:916.502.8099 W_7 C: SRUTHI SEKAR E: s.sekar@lochteag.00m 11 1/4" 6'-6 i/2" 11 1/4^ PAINTED DRYWALL DRYWALL PARTITION PER C: BLAKE THOMAS SCHEDULE E: b.thomas@loohteag.com + + + + srn cmu THORSON BAKER+ASSOCIATES B.O.NC I-E HWA40 + + + + BO.NICHE FRAMNG3030 O RICHFIELD,OH 44286 +8'-2'AFF +8'-2'AFF T: 330.659.6688 C: BRYAN MELVIN °D W 81 4D VV_7 E: b.melvin@tholsonbaker.com FABRIC WALL COVERING PAINTED DRYWALL 3/4" F.R. PLYWOOD W�1 3/4" F.R. PLYWOOD SHEATHING W/ LAMINATE SHEATHING W/ WALLCOVERING 2'-6' rj I _ ` - - — — — — — — — — — — — — - W81 ` O O FABRIC WALL COVERING I I i I CUTOUT FOR MONITOR a + + �� o ❑ MONITOR PER A/V DRAWINGS + + I p ❑ ❑ I � < MONITOR PER A/V DRAWINGS L — — — — _ _ _ _ _ J 3/4" F.R. PLYWOOD SHEATHING < 3/4" F.R. PLYWOOD APPROVED 7< < - - 1 - z { c " SHEATHING W/ LAMINATE Macerich TC -- -- - - - z 5/27/2021 3/4" F.R. PLYWOOD SHEATHING W/ WALLCOVERING 1b i I W-72 I m FLOATING SHELF + + FLOATING SHELF SEE MILLWORK SHOP DRAWINGS SEE MILLWORK SHOP DRAWINGS n W-81 7 1 4° 8 1/1?" WPD 6'-6 1/2" SHEATHING WALLCOVERING P E LOTO N 3/4 F.R. PLYWOOD SHEATHING W/ WALLCOVERING WASHINGTON SQUARE MALL B-1 B-1 SPACE R05 BASE BOARD TYP. BASE BOARD TYP. 9374 S.W. WASHINGTON SQUARE ROAD, FLASH RLR FINISH FLA JIII TIGARD , OR 97223 +9-17 AFF +0'-0' ARF NV ISSUE HISTORY FX-33 5 FX-33 2 01 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 ENLARGED ELEVATION r -1'-0' DETAIL WALL SECTION 1' -r-0' DEMISING WALL CD 0 Q PARTITION PER SCHEDULE I CD 0 0 3/4" F.R. PLYWOOD SHEATHING a; E 0 PROJECT NUMBER MMM W-72 G�Wa7 3/4" F.R. PLYWOOD SCALE AS NOTED oSHEATHING W/ LAMINATE SHEET TLE MILLWORK - -- - - - - - - - - - - - DETAILS T W-8.1 °DSHEET NUMBER SHEATHING PW/ WALLCOVERING 1% 4" 6'-6 1 2" 11 1 4° DEMONSTRATION SPACE A502 11 1/4' / / MONITOR PER ELECTRICAL N DRAWINGS PROFESSIONAL SEAL � 8'-5" W-72 _D ARC o DEMONSTRATION �� ✓� SPACE SHELF V STEPHEN SEE MILLWORK SHOP LOCHTE c`nv DRAWINGS y o • S RAMENTO, CA • ARI-13364 OF O0C FX-33 4 ENLARC;ED PLAN 1' - T-0' -- - - - - - � L O C H T E ' + + + + I A R C H IT E C T U R A L G R O UP 1230 19TH ST. I SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 JTENANT ONE PELOTON 125 W.25TH STREET, 11TH FLOOR — — — — 1 2 3 NEW YORK,NY 10001 AgOQ C: RYAN BADGER TYP. E: ryan.badger@onepeloton.com C: DENICE BOCEK E: denice.bocek@cbre.com LANDLORD MACERICH 11411 NORTH TATUM BLVD,PHOENK AZ 85028 DEMISING WALL C:CHARLIE SIROKMAN E:CHARLENE.SIROKMAN@MACERICH.COM T:602.953.6377 DRYWALL PARTITION PER SCHEDULE ARCHITECT LOCHTE ARCHITECTURAL GROUP + +. 1230 19TH ST. + +; B.O.CEL NG SACRAMENTO,CA 95811 mv T:916.502.8099 2 W-1 +W-C AFF C: SRUTHI SEKAR A PAINTED DRYWALL FEATHER FRAME, TAPE AND E: BLAKs.sekE C: BLAKE THOMAS FLOAT ADJACENT PAINT FINISH E: b.thomas@lochteag.00m VARIES SEE DOOR SCHEDULE VARIES FOR "BLIND' DOOR APPEARANCE MEP& ML THORSON BAKER+ASSOCIATES TO DOOR smum o . T.O.DOOR � j 3030 W.STREETSBORO 7 r5 +8'-21 AFF RICHFIELD, 330659.668844288 +8'-2' AFF C: BRYAN MELVIN EZY JAMB WITH INTERGRAL E: b.melvin@thorsonbaker.com DRYWALL METAL FLANGE AND _--- CORNERBEAD W-1 5/8' GYP. BOARD. FINISH AS SCHEDULED W-6.1 i SEE DOOR SCHEDULE AND —� / DETAILS / & VOGT OR APPROVED EQ. - EQ. $162 HEAVY DUTY i' APPROVED WIDE DOUBLE SLOT Macerich TC STANDARDS W/ 5/27/2021 CORRESPONDING BRACKET; WHITE FINISH, TYP. W-1 5/8' GYP. BOARD. FINISH AS SCHEDULED W-0.1 SEE DOOR SCHEDULE AND M DETAILS jP E LOTO N W-7S / 3/4'MELAMINE SHELVES, TYP. WASHINGTON SQUARE MALL B-1 1 I3/8 SPACE R05 3/8' X 3' / BASE BOARD TYP. 9374 S.W. WASHINGTON SQUARE a ROAD, FISH FLR M RMSH FLR JIII M +0V AFF lip +0-0TIGARD , OR 97223 ISSUE HISTORY 118 SALES FLOOR CLOSET cJ SALES FLOOR CLOSET 2 01 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 1' - T-0' ENLARGED ELEVATION 1' . 1-0. DETAIL WALL SECTION I -3o DEMISING WALL Sn C)0 3/4' FURRING L0 W-1 rn 5/8' GYP. BOARD. FINISH AS o SCHEDULED N II II c ii z ii W-7S PROJECT NUMBER ¢ 3/4-MELAMINE SHELVES, TYP. 210M N 11 J II u a Ii i W N 'I KNAPE & VOGT OR APPROVED scALE AS NOTED ii w ii EQ. - #182 HEAVY DUTY 1' SHEET TITLE L 3/ ^ i 2 3/ WIDE DOUBLE SLOT MILLWORK STANDARDS W/ " CORRESPONDING BRACKET; DETAILS WHITE FINISH, TYP. SHEET NUMBER VARIES VARIES FEATHER FRAME, TAPE AND A503 C) FLOAT ADJACENT PAINT FINISH FOR 'BLIND" DOOR APPEARANCE E 1 PROFESSIONAL SEAL fl EZY JAMB WITH INTERGRAL "o DRYWALL METAL FLANGE AND � D `� I SEE DOOR SCHEDULE CORNERBEAD STEPHEN j'� rS SEE DOOR SCHEDULE AND LOCHTE N DETAILS �� H o S RAMENTO, CA ARI-1336410 .� 0 SALES FLOOR CLOSEOF 00 T 0 1' -T-9 ENLARGED PLAN r -T-v 2 L O C H T E A504 j + + + + I A R C H I T E C T U RAL GROU P T.O.PANEL + + + + T.O.PANEL 1230 19TH ST. +12'-8'AFF 'v +12'-8'AFF SACRAMENTO, CA 95811 3/4° REVEAL PAINT PLYWOOD TELEPHONE: 916.502.8099 BACKING TO MATCH W-7.4 J TENANT ONE PELOTON — — — — — — 125 W.25TH STREET, 11TH FLOOR 1 34 NEW YORK,NY 10001 A404 C: RYAN BADGER TYP E: ryan.badger@onepeloton.com C: DENICE BOCEK e e e e • • e • CL mouwr CL Maw JIIII E: denios.bocek@cbm.cam LANDLORD MACERICH e e o e e e e e + _n v4• +1D'-111/4• 11411 NORTH TATUM BLVD,PHOENK AZ85028 VERIFY W/SHOW DWOS. VERFY W/SHOW DWGS. C:CHARLIE SIROKMAN —� E:CHARLENE.SIROKMAN@MACERICH.COM I T:602.953.6377 DEMISING WALL -- �� ARCHITECT 'LOCHTE ARCHITECTURAL GROUP ---{ — < —{ "- -{ ---- 1230 19TH ST. --Z ----{ SACRAMENTO,CA 95811 DRYWALL PARTITION PER 7;916.502,6099 SCHEDULE c SRUTHI SEKAR IIES E: ssekar@kxchteag_com C: BLAKE THOMAS —X -< -- E: b.thomas@lochteag.com FX-34 PER MILLWORK SHOP FX-34 PER MILLWORK SHOP { —_{ ____< —\ A V -` � � � � � DRAWINGS DRAWINGS smucTunn� THORSON BAKER+ASSOCIATES - - _� 3030W. LD,OHSTREESBORO 4286 RICHFIELD,OH 44286 — T: 330.659.6688 C: BRYAN MELVIN .I E: b.melvin@thomonbaker.com TOGETHER ' , 3/4° F.R. PLYWOOD -e- SHEATHING W-Z4 W-7.4 WE*- ,,-GO f 3/4' F.R. PLYWOOD 3/4' F.R. PLYWOOD �.w& "w,ip }j{� � e� e� SHEATHING W/ LAMINATE SHEATHING W/ LAMINATE 1 (7R/]„(�!IA 1 „ BEYOND i - I I APPROVED Macerich TC 5/27/2021 i l I I :] i P E LOTO N WASHINGTON SQUARE MALL B-ti B-t1 3/8° x 3” SPACE R05 BASEBOARD RD TYP. BASE BOARD TYP. X 9374 S.W. WASHINGTON SQUARE BAS ROAD, FISH FLR FINISH R TIGARD , OR 97223 +0'-0•AFF +0� ISSUE HISTORY FX-34Jc FX-34 /� 01 ISSUE FOR PERMIT / LL RENEW 05.24.2021 ENLARGED ELEVATION r -T-0• DETAL WALL SECTION r - r-0- L 0 9'-0' 3 I 0 0 rnI 0 0 N a � M PARTITION PER SCHEDULE E PROJECT NUMBER 21003 i� SCALE AS NOTED 0 E SHEET TITLE MILLWORK DETAILS 3/4' F.R. PLYWOOD SHEATHING SHEET NUMBE", 3/4* 4R. PLYWOOD L1 SHEATHING W/ LAMINATE A 5•/ E a PROFESSIONAL SEAQ M O CD �FX-34 PER MILLWORK SHOP oD A,p�,,� DRAWINGS N V` STEPHEN Cn ,ri W LOCHTEE aJ T o y • S RAMENTO, CA • tf� ARI-13384 „, FX-34 ^ 9 OF OOCP a� PLAN r - r-0 4 - - - - - - - � L 0 C H T E j + + + + + + I A R C H ITECTU RAL GROUP + + + + + + 1230 19TH ST. SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 I I TENANT ONE PELOTON 125 W.25TH STREET, 11TH FLOOR 2 — — — — — 12 3 NEW YORK,NY 10001 ASOS A404 C: RYAN BADGER TYP. E: ryan.badger@onepeloton.com W-1 W_1 C: DENICE SOCEK E: denioe.bocek@cbre.com 8'-3 1/2" PAINTED DRYWALL BEYOND PAINTED DRYWALL LANDLORD MACERICH 11411 NORTH TATUM BLVD,PHOENK AZ85028 E0. EO. C:CHARLIE SIROKMAN W-7A E:CHARLENE.SIROKMAN@MACERICH.COM W-7.4 LAMINATE 3/4" F.R. PLYWOOD SHEATHING T:602.953.6377 1 -7" 5-1 1/2" -7° ON 3/4" F.R. PLYWOOD W/ LAMINATE BY GC SHEATHING NICHE BY GC 3" � T.O.MILLWORK + + ' ARCHITECT LOCHTE ARCHITECTURAL GROUP �� T.O.MILLWORK 1230 19TH ST. AFF {91-6• AFF �'" + + + + �,�. SACRAMENTO,CA 95811 C9SRUTHI SEKAR E. s.sekar@lochteag.00m C: BLAKE THOMAS C4 LINEAR LED LIGHT C4 LINEAR LED LIGHT E: b.thomas@lochteag.com 21'-10" + + + + 21'-10" smummT THORSON BAKER+ASSOCIATES FRAME T.O.Mi NICHF,� T.O.MLLWOW 3030 FIEETSBORO LD,OH III .j I III I I 4$-2' AFF .n +8'-2' AFF RIC 330.659.6688444286286 T.O. NI TOR FRAM? T.O.Ml FRAME BRYAN MELVIN � I � E: b.melvin@thon;onbaker.com +7-9� +7-9'AFF I II I III I I I I I I 'II I I ISI I I i l , w-7.a ! A 3/4" F.R. PLYWOOD V I II I IIII I 8' SHEATHING W/ LAMINATE NICHE BY GC j I W-7•4 LAMINATE III ! III ON 3/4" F.R. PLYWOOD DEMISING WALL WHERE j I III SHEATHING NICHE BY GC OCCURS- SEE PLAN III4 1" III ( DRYWALL PARTITION PER 9 1/ " 2'-6 1/2" 9 1/2" 1I I SCHEDULE ISI r - - — — — — — — — — — — — — �� IIIIII ! I I I II I II I I I I I I II I BACKBOX -SEE PPI BACKBOX -SEE PPI DRAWINGS. I DRAWINGS. 11 GC TO PROVIDE BLOCKING I GC TO PROVIDE BLOCKING i II III I TO SUPPORT LOAD TO SUPPORT LOAD it i t III ( I I I I SOF SCREEN I AND BACKBOX I APPROVED Macerich TC III ( I DIGITAL SCREEN UNIT -SEE I IGITAL SCREEN UNIT -SEE 5/27/2021 III I j PPI DRAWINGS, PPI DRAWINGS. 1.25" MONITOR II I I II FRAME TO BE PROVIDED BYEYELEVEL I MONITOR FRAME III L — — — — — — — — — — _ BE BEPR041DED BY EYELEVEVEL IIII - - - - - - - - - - I III I I I I III i III I I II I I I I Iii I � I I ; I�;I II I I I I ISI I ' I I I; I III P E LOTO N � II ! � I � !II IIS ; ; III IIII I I 1 1 I WASHINGTON SQUARE MALL II B-2 B-2 ISPACE R05 11 3/8" X 3" 3/8" X 3" 11 BASE BOARD TYP. BASE BOARD TYP. 9374 S.W. WASHINGTON SQUARE M ROAD, FINISH FLR I RLR JIII TIGARD , OR 97223 OF SCREEN +0'-0' AFF +U-T AFF qll AND BACKBOX ISSUE HISTORY FX-35 5 FX-35 01 ISSUE FOR PERMIT / LL RENEW 05.24.2021 ENLARGED ELEVATION T - T-0' DETAIL WALL SECTION L 3 W-7A LAMINATE CD ON 3/4" F.R. PLYWOOD ¢I SHEATHING NICHE BY GC o 5-4 1/2* CD DEMISING WALL PARTITION PER SCHEDULE E PROJECT NUMBERCU /ZZZ 21003 SCALE AS NOTED o N SHEET TITLE L D eM N MILLWORK DETAILS W-7.4 TYP SHEET NUMBER 0- 1 1 " 5' 1 1/4° 4'-1" DIGITAL SCREEN UNIT PER PPI DRAWINGS 1 1/4" g" 1 A505 E 1'-7" 5'-1 1/2" 1'-7" a PROFESSIONAL SEAL 0 8'-3 1/2" N CD �~ STEPHEN � ori � LOCHTE � o S RAMENTO, CA ARI-13364 ,$ 0 FX-35 � oF o � ENLARGED PLAN T -1'-q 4 - - - - - - - � L 0 C H T E + + + + I A R C H I T E C T U R A L G R O U P + + + + I 1230 19TH ST. SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 I I TENANT ONE PELOTON 125 W.25TH STREET, 11TH FLOOR - - - - - 123 NEWYORK,NY 10001 A404 C: RYAN BADGER TYP. E: ryan.badger@onepeloton.com W-1 W_1 C: DENICE BOCEK E: denice.bocek@cbre.com PAINTED DRYWALL PAINTED DRYWALL LANDLORD MACERICH 11411 NORTH TATUM BLVD,PHOENIX,AZ8502B C:CHARLIE SIROKMAN E:CHARLENE.SIROKMAN@MACERICH.COM T:602.953.6377 A506 + + ARCHITECT LOCHTE ARCHITECTURAL GROUP T.O.FRAME + + 1.1 I T.O.FRAME 1230 19TH ST. `,.� SACRAMENTO,CA 95811 +9'-6'AFF -6'AFF T:916.502.8099 C' SRUTHI SEKAR E: s.sekar@lochteag.com I C: BLAKE THOMAS LIGHTING AS PER _ E: b.thomas@lochteag.com SPSPECIFICATIONCATION I' 1/4" p saumn THORSON BAKER+ASSOCIATES A.�7D6 TYP. 3030 W.STREETSBORO RICHFIELD,OH 44286 T: 330.659.6688 C: BRYAN MELVIN W_71 W_71 E: b.melvin@thorsonbaker.com WOOD SLAT BACKING PANEL WOOD SLAT BACKING PANEL W-7.1 W-7.1 APPLIED WOOD SLAT LOGO, APPLIED WOOD SLAT LOGO, FACE LIGHT OAK, LEFT BLACK, FACE LIGHT OAK, LEFT BLACK, RIGHT RED. RIGHT RED. I iI III DRYWALL PARTITION PER SCHEDULE 00 APPROVED Macerich TC 5/27/2021 0 I I � I P E LOTO N WASHINGTON SQUARE MALL FLUSH FRY REGLET BASE. SEE SPACE R05 DETAIL 15/A403 i 9374 S.W. WASHINGTON SQUARE ROAD, FPMH FLR FNIRH FLR TIGARD , OR 97223 +0'-0'AFF +0'-0'AFF ISSUE HISTORY FX-32 5 FX-32 01 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 ENLARGED ELEVATICIN 1' -T-O' DETAIL WALL SECTKNI 1' -1'-a L 8" DEEP METAL STUD STRONG N BACKS 0 0 Q SCHEDULED WALL PARTITION I M O o BLOCKING AS REQ. E DRYWALL PARTITION PER LIGHTING PER SPECIFICATION SCHEDULE PROJECT NUMBER 3-5/8" METAL STUD 21003 FRAMING. TYPICAL SCALE v 1/2° 3/4' F.R. PLYWOOD AS NOTED E SHEATHING SHEET TITLE LE MILLWORK DETAILS fUUUUULLUUU" MILLWORK BY EYELEVEL M W-7t uu�T WOOD PANEL �? $ 1/4' 1' _ — SHEET NUMBER - A506 W-7.1 a 7'-4- WOOD SLAT BACKING PANEL PROFESSIONAL SEAL Ln BLOCKING AS REQ. SAT LOGO, 3/4" PLYWOOD BACKING FACEIED LIIGHTOOD OAKLLEFT BLACK, �RVD A+CCr$r N RIGHT RED. r CD �~ STEPHEN wLOCHTE 4JASRAMENTO, y o CA ARI-13364 63 FX-32 10 FX-32 ��OF 00 ,4 DETAIL 3' -1'-0' ENLARGED PLAN T - T-0' LOCHTE A R C H I T E C T U R A L G R O U P 1230 19TH ST. SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 TENANT ONE PELOTON 125 W.25TH STREET, 11TH FLOOR NEW YORK,NY 10001 C: RYAN BADGER E: ryan.badger@onepeloton.com C: DENICE BOCEK E: denice.bocek@cbre.00m LANDLORD MACERICH 11411 NORTH TATUM BLVD,FHOENK AZ85028 C:CHARLIE SIROKMAN E:CHARLENE.SIROKMAN@MACERICH.COM T:602.953.6377 8'-0" 7'-10 3/8" ARCHITECT LOCHTE ARCHITECTURAL GROUP 1 -9 1/2" 3'-0 1/2• 3'-0 1/2° 1230 19TH ST. SACRAMENTO,CA 95811 EQ EQ EO EQ 7:916.502.8099 C: SRUTHI SEKAR E: s.sekalochteag.com C: BLAKE THOMAS 2 5 8 1'-2" 1'-2" 1'_p" E: b.thomas@lochteag.00m A507 A507 gyp? MEPS STRUCTUm THORSON BAKER+ASSOCIATES 3030 W.STREETSBORO T.O.KITCHENETTE T.O.KITCHENETTE T.O.KITCHENETTE T.O.KITCHENETTE T:CHF330I659.668g44286 +8'-0` AFF IRV -W-W AFF +F-ff AFF +8,-0°AFF C: BRYAN MELVIN E: b.melvin@thoreonbaker.com i \ - - - - - - - - - // \ / \ W-7S W-7S W-7.5 W-7.5 3/4° PLYWOOD W/ LAMINATE. 3/4° PLYWOOD W/ LAMINATE. 3/4° PLYWOOD W/ LAMINATE. 3/4° PLYWOOD W/ LAMINATE. AT DOORS, INTERIOR OF AT DOORS, INTERIOR OF AT DOORS, INTERIOR OF AT DOORS, INTERIOR OF \\ ? CABINET, AND ADJUSTABLE CABINET, AND ADJUSTABLE CABINET, AND ADJUSTABLE CABINET, AND ADJUSTABLE SHELVING, TYP SHELVING, TYP SHELVING SHELVING PULL - FINISH AND MODEL \ - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - TBD MICROWAVE SUPPLIED BY I PELOTON PULLTBD - FINISH AND MODEL MICROWAVE SUPPLIED BY C D PELOTON PDLL - FINISH AND MODEL L — D FAUCET " 1'-0 1'-0" FAUCET AND SINK PER �� PLUMBING DRAWINGS -0" 2'-0" O • TIW-41 1'-11" w -5] IL-5.1 6L-5.1 APPROVED CPO Macerich TC SOLID COUNTER TOP W/ 1' 0° 5' SOLID COUNTER TOP W/ SOLID COUNTER TOP W/ 5/27/2021 DOUBLE EASED EDGE DOUBLE EASED EDGE DOUBLE EASED EDGE ML-5.1 SOLID COUNTER TOP W/ DOUBLE EASED EDGE W-7S o YY-7.5 DRAWER W/ LAMINATE. ^ C SINK CABINETRY BEYOND - - DRAWER W/ LAMINATE. PULL - FINISH AND MODEL PULL - FINISH AND MODEL TBD' - - - - - - TBD. PULL - FINISH AND MODEL W-7S B REFRIGERATOR B TBD I T O \ REFRIGERATOR SUPPLIED BY o ADA COVER OW/ ACCESSNATE, I - - - - - - - - - - - - - - - - - - - - PELOTON o N W-7S � PANEL I I PELOTON \ i 3/4° PLYWOOD W/ LAMINATE. \\ FW-7.5 AT DOORS, INTERIOR OF I W-1 GWB WASHINGTON SQUARE MALL 3/4• PLYWOOD W/ LAMINATE. CABINET, AND ADJUSTABLE SPACE R05 \ AT DOORS, INTERIOR OF SHELVING, TYP I `\ CABINET, AND ADJUSTABLE 9374 S.W. WASHINGTON SQUARE SHELVING, TYP ROAD, FLASH RLR RNISH FLA // FINISH FLR FLASH R_R . TIGARD , OR 97223 +O'-0• AFF +0'-0' AFF +,-0" AFF +0,-0•AFF 3 _ _ ISSUE HISTORY FX-09 ° 11 FX-09 8 FX-09 5 FX-0901 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 ENLARGED ELEVATION 1' - 1'-O' DETAL WALL SECTION 1' -1'-0' DETAIL WALL SECTKNI r - r-0' DETAL WALL SECTION 1' - 1'-0• L 3 MARK DESCRIPTION MODEL NO. FINISH REMARKS (n o O MICROWAVE AVANT] - M07103SST - 10.25°H X 17.75"W X 12.75"D BLACK CABINET W/ STAINLESS STEEL SUPPLIED BY PELOTON I CD DANBY- DAR026A1BDD - UNDER THE CABINET REFRIGERATOR 0 o © REFRIGERATOR 26.94•H X 17.72°W X 20 1/6"D BLACK SUPPLIED BY PELOTON I ELKAY LUSTERTONE CLASSIC STAINLESS STEEL ELUHAD131655 STAINLESS STEEL C STAINLESS STEEL E KITCHENETTE SINK 16° X 18 1/2° X 5-3/8° SINGLE BOWL UNDERMOUNT ADA SINK W/ PERFECT DRAIN -- PROJECT NUMBER 2X= y O KITCHENETTE FAUCET ELKAY 4• CENTERSET WITH EXPOSED DECK FAUCET WITH 8° GOOSENECK SPOUT 4" WRISTBLADE HANDLES CHROME -- scALE AS NOTED 1 p SHEET TITLE o -- -- --� - MILLWORK N DETAILS II II I I II II i I I � II it I I I I SHEET NUMBER L - - - - - - - - J -- - - --- -- A507 2'-6" PROFESSIONAL SEAL O 8'-0" 5.5 7 ~ STEPHEN �ALr� �j (O LOCHTE o S RAMENTO,CA • ARI-13364 .� FX-09 10 � 7OF Od ENLARGED PLAN r - 1'-0• LOCHTE A R C H IT E C T U R A L G R O U P 1230 19TH ST. SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 TENANT ONE PELOTON 125 W.25TH STREET, 11TH FLOOR NEW YORK,NY 10001 C: RYAN BADGER E: ryan.badger@onepeloton.com C: DENICE BOCEK E: denice.bocek@cbre.com B.O.CEILING JIII LANDLORD MACERICH NOTE:WHITE LAMINATE +9-V AFF lop 11411 NORTH TATUM BLVD,aiOENK AZ 85D2B TYP FOR B.O.H. MILLWORK CABINET C:CHARLIE SIROKMAN INTERIOR AND EXTERIOR FINISH D.O.N. E:CHARLENE.SIROKMAN@MACERICH.COM T:602.953.6377 6 3/4" 63/4' 1'-5" TYPICAL 2'-0° 2'-0" 2'-0° TYPICAL ARCHITECT LOCHTE ARCHITECTURAL GROUP 1230 19TH ST. SACRAMENTO,CA 95811 ° T:916.502.8099 y ! C: SRUTHI SEKAR E: s.sekar@lochteag.00m C: BLAKE THOMAS E: b.thomas@lochteag.com MEP B STRUMTHORSON BAKER+ASSOCIATES o jo o 3030 W.STREETSBORO RICHFIELD,OH 44286 WHITE LAMINATE ON PLYWD. 1° THK. T: 330.659.6688 SHELVING, TYP. OF (3) ° ° ° 'I°I C:BRYAN MELVIN E: b.melvin@thorsonbaker.com 0 0 o of G.C. TO PROVIDE CONT. BACKING IN WALL FOR SECURE ATTACHMENT, o °' SEE FRAMING DETAILS IN A400 0 ° II KNAPE k VOGT OR APPROVED EQ. ° %° - 1182 HEAVY DUTY 1" WIDE DOUBLE SLOT STANDARDS W/ -I CORRESPONDING BRACKET; WHITE FINISH, TYP. 6 3/4" 6° n o 2° DIA GROMMET TG-TG VY_75 FUP-TOP SERIES OR 2'_3" WHITE LAMINATE ON 1° TH. PLYWD; EQUAL, COLOR TO MATCH 3" BLOCKING AS REQUIRED END OFGROMMET 3" FROM 2° DIA GROMMET TG-TG FLIP-TOP SERIES OR EQUAL, COLOR TO MATCH E-1 W-10; GROMMET 3" FROM END OF 0 WORK SURFACE F- - - - - - -1 I APPROVED INTERMEDIATE SUPPORT Macerich TC I I 5/27/2021 FILE CABINET BY PROTONI o �� OO INTERMEDIATE SUPPORT 23-3/8"H x 15°W x 26-1/2" D Ll D 00 00 I I I I � I I FINISH FLR SECTION 1 ELEVATION A +0'-0' AFF P E LOTO N MANAGERS OFFICE WASHINGTON SQUARE MALL DETAIL ELEVATION + WALL SECTION 1' -1'-0 2 SPACE R05 9374 S.W. WASHINGTON SQUARE ROAD, TIGARD , OR 97223 7'-1 5/8° ISSUE HISTORY 01 ISSUE FOR PERMIT / LL REVIEW 05.24.2021 3 i (n O Q O O / � N PROJECT NUMBER 21003 SCALE AS NOTED o / � SHEET TITLE MILLWORK - - - - - - - DETAILS F 4) SHEET NUMBER A508 F a PROFESSIONAL SEAL n O � DO'� N �~ STEPHEN Lr-i w LOCHTE o S RAMENTO,CA t5� ARI-13364 MANAGERS OFFICE 1 1'�_OF 010 a DETAIL PLAN LOCHTE A R C H I T E C T U R A L G R O U P 1230 19TH ST. SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 TENANT ONE PELOTON 125 W.25TH STREET,11TH FLOOR NEW YORK,NY 10001 C: RYAN BADGER E: ryan.badger@onepeloton.00m C: DENICE BOCEK 9 n E: denice.bocek@cbre.00m A509 /� LANDLORD MACERICH I 11411 NORTH TATUM BLVD,PHOENK AZ MM C:CHARLIE SIROKMAN E:CHARLENE.SIROKMAN@MACERICH.COM T:602.953.6377 \ — — ARCHITECT LOCHTE ARCHITECTURAL GROUP 8 1230 19TH ST. A404 SACRAMENTO,CA 95811 TYP. T:916.502.8099 C: SRUTHI SEKAR E: s.sekar@lochteag.com 2 C: BLAKE THOMAS A509 E: b.thomas@lochteag.com TILE FINISH ABOVE MIRROR TILE FINISH ABOVE MIRROR smucTU THORSON BAKER+ASSOCIATES 3030 W.STREETSBORO RICHFIELD,OH 44286 111f-4 T: 330.659.6688 TILE C: BRYAN MELVIN 1,-7 1/6° E: b.melvin@thownbaker.com T.O.MHROR T.O.L*V" L T.O.MRROR T.O.NICE T.O.NCHE ,� +T-4'AFF +T-4' AFF +T-4'AFF +T-4'AFF +T-4—AFF 1 -3" W-81 yy-61 0 1/2" WOOD FRAME o 1/2" WOOD FRAME a W-6.1 CLEAR MIRROR SET FLUSH CLEAR MIRROR SET FLUSH MIRROR WITH ADJACENT TILE WITH ADJACENT TILE ` CONCEALED WIRE IN THE 0 o SHELF 0 0 0 0 CIRCULAR CUT OUT FOR HAIR W-0.1 W-5.1 1- WOOD SHELF W/ CONCEALED 1' WOOD SHELF W/ DRYER- RETURN COUNTERTOP FINISH INTO THE CUTOUT o HARE RACEWAY o CONCEALED WIRE HOLE RACEWAY m AAL-52 1' 8" 1'-8' C1G LIGHT PER SPEC'S CiG LIGHT PER SPEC'S SOLID BACK SPLASH SOLID COUNTER TOP, AL-52 3' CIRCULAR CUT OUT FOR HAIR o o APPROVED SOLID BACK SPLASH DRYER- RETURN COUNTERTOP Macerich TC FINISH INTO THE CUTOUT 5/27/2021 HOLE — """"""""""""' RAFFLE 'D' HANDLE ZINC RAFFLE 'D' HANDLE ZINC 25" MAX PANEL RETURNED AROUND ALLOY IN MATTE BLACK. m - �e F--------- THE / ALLOY IN MATTE BLACK. CORNER 96MM CTC / 96MM CTC \ \\\ \\\\\\ AL-52 AAL32 ii — — — r SOLID COUNTER TOP, FRONT, SOLID COUNTER TOP, FRONT, ;� SOLID COUNTER TOP, FRONT, / I / \\\\\\\\\\\ \\\\ \\\\\\\\\\\ I' AND EDGE W/ DOUBLE RADIUS AND EDGE W/ DOUBLE RADIUS AND EDGE W/ DOUBLE RADIUS / W-5.1 EDGE EDGE • ' EDGE PULL OUT TOWEL DROP DRAW ;,, PULL OUT TOWEL \\ \ \\ \\\ \\ \\ \\\ \\\ \\ DRIP EDGE DROP DRAW \\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\ ///////////NX / \\\\\\\\\\\\\\\\\\\\\♦ ♦\\\\\\\\\\1\ ♦\\\\\\\\\ FULLY WELDED 1' X I" °L° /I FULLY WELDED I* X 1' 'L° I 8° ANGLE IN WALL COUNTER 8' ANGLE IN WALL COUNTER '\:':\'\'\'\'\'\'\'\' /\'\' './ '\'\'\ �\'\'\'\'\'\:':\'\ i z i SUPPORT COUNTER END AWAY SUPPORT COUNTER END AWAY FROM WALL; ATTACH TO ' FROM WALL; ATTACH TO i i%% P E L O T O N I METAL STUD FRAMING N N METAL STUD FRAMING i WASHINGTON SQUARE MALL //////.//////////.//.//////////////// ///:/ AAL-52 AAL-52 ML-52 \\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\ \\ ADA COVER REMOVABLE ADA COVER REMOVABLE ADA COVER SPACE R05 MAX• z W/ ACCESS PANEL MAX. z W/ ACCESS PANEL L TOE TOEW-4 9374 S.W. WASHINGTON SQUARE CLEARANCE 'a CLEARANCE o TILE ROAD, FNEH FLR J4 1 FLASH RA RNISH FLR FINISH FLR rill RNISH1 RLR 'IIIIIJI III TIGARD , OR 97223 +0'-0'AFF +O-0•AFF +0'-0' AFF +O'-0' AFF �+O'-0' AFF ISSUE HISTORY BATHROOM SINK 14 BATHROOM SINK 11 BATHROOM SINK 8 TOWEL HAMPER ELEVATION 5 TOWEL HAMPER SECTION 01 ISSUE FOR PERMIT ILL REVIEW 05.24.2021 ENLARGED ELEVATION 11 - 11-01 DETAIL WALL SECTION 1' - 1'-0' AT HAIR DRYER CUT OUT 1- -l'-O- - 1' - T-0' - 1'-1'-0' -o cri Ln I r7 o o E0. E0. N E PROJECT NUMBER i� CIRCULAR CUT OUT FOR HAIR =11 G DRYER- RETURN COUNTERTOP TOWELS SCALE ° o O O HOLE T FINISH INTO THE CUTOUT I SHEET ILE AS NOTED — — 0 11 MILLWORK DETAILS SHEET NUMBER 4 7/8' 1'-7 1/6" 4 7/6" A509 E I I a PROFESSIONAL SEAL 00 CD ARCS? N C=) ('~ STEPHEN �A�y ori w LOCHTlE (� o S RAMENTO, CA ARI-1336443 CD BATHROOM SINK TOWEL HAMPER PLAN �� oF o � ENLARGED PLAN 1' -1'-w 1' -,'-0' 4 4 GENERAL NOTES & SPECIFICATIONS L O C H T E A R C H I T E C T U R A L G R O U P Design Criteria Concrete Concrete (cont.) Structural Steel 1230 19TH ST. SACRAMENTO, CA 95811 Applicable Building Code: 2019 Oregon Structural Specialty Code 1. All concrete construction shall conform to ACI 301, "Specifications for Structural Concrete",ACI 305.1, 29. Wire bar supports shall be furnished for all reinforcing within slabs, inclusive of welded wire 1. Detailing, fabrication, and erection shall conform to the latest edition as referenced in the applicable TELEPHONE: 916.502.8099 and ACI 306.1 unless noted otherwise. reinforcement. Bottom bars in slabs on grade may be supported by other suitable supports.Reinforcing building code, of the AISC 'Steel Construction Manual' and AISC 360 'Specification for Structural Steel 1. Design live loads shall be properly positioned prior to concrete placement and may not be repositioned once concrete Buildings', herein referred to as 'AISC Manual' and 'AISC Specification'. 2. All detailing,fabrication and placing of reinforcing bars, unless otherwise noted, shall conform to ACI operations have begun. Wire bar and other types of supports shall be in accordance with the Concrete TENANT ONE PELOTON A. Floor loads 318, "Building Code Requirements for Structural Concrete", ACI 117, and the ACI Detailing Manual. Reinforcing Steel Institute Manual of Standard Practice. Structural Steel: (Plate, Angles) ASTM A36 uno 125W 25TH STREET, 11TH FLOOR a. Retail NEWYORK, NY 10001 • First floor =100 psf 3. Concrete production: General as per ACI 301, Section 4,Article 4.3, except as noted. 30. Form work for structural elements shall not be removed until concrete has reached 75%of its design. HSS: (tubular shapes) ASTM A500 grade C(Fy=50ksi) C: RYAN BADGER • Upper floors =75 psf (round shapes)ASTM A500 rade C F =46ksi E: ryan.badger@onepeloton.com B @onepeloton.com P ) 9 ( Y ) C: DENICE BOCEK 4. Ready-mixed Concrete: Use for all work, except that when small quantities (not over 1/2 cubic yard)are 31. Cold weather placing: Comply with ACI 306.1. E: denice.bocek@cbrs.wm 3. Seismic needed for isolated or relatively unimportant items. All structural steel not to receive spray fire-proofing shall be primed white or light gray;asphaltic paints LANDLORD MACERICH 32. Hot weather placing: Comply with ACI 305.1. are not acceptable. 11411 NORTHTATUM BLVD,PHOENKAzs5= Ss = o.ss5 5. Concrete Types Schedule C:- Minimum Lap Splice and Anchorage Dimension Table All structural steel to receive spray fire-proofing shall remain unprimed. S, = 0.397 Type of Concrete Minimum Maximum Specified Specified Specified air Maximum T:_ cementious water/ 28-day slump range content range size 1. 4000 psi normal weight concrete, Fy=grade 60, non-coated bars 2. Details and connections completely detailed in the contract drawings may not be altered without written content cement compressive for placement I%by volume) aggregate SDs = 0.665 (Ib/cu.yd) ratio strength with W.R. (inches) approval by the engineer. Where approved, altered connections shall be completely detailed by the Top Bars Other Bars fabricator's iclearly h (by weight) (psi) (inches) abricaor's engneer ceary on the sop drawings. SDI = 0.425 ARCHITECT LOCHTE ARCHITECTURAL GROUP Bar Size Lap Anchorage Bar Size Lap Anchorage 3. Alterations of schematic connection details may impact architectural concept and shall not be made 1230 19TH ST. Seismic importance factor(le) 1.0 • Interior concrete 564 0.48 4000 3-5 03 1 #3 24" 19" #3 19" 15" without prior written approval of the engineer. SACRAMENTO, CA 95811 Risk Category II Entrapped #4 33" 25" #4 25" 19" T:916.502.8099 Seismic site class D resumed #5 41" 31" #5 31" 24" C: .sekan SEKAR (presumed) 4. Minimum connection plate thickness shall be 3/8", unless otherwise indicated in the contract drawings. E: SRUT I SEKAag.com Seismic design category D Notes: C: BLAKE THOMAS 2. 'Top Bars' as noted in the tables indicates the condition where horizontal bars are so placed that more 5. All welding shall be done using E-70xx electrodes in accordance with the latest AWS specifications. E: b.thomas@lochteag.00m General A. All cement shall be Type I or Type III Portland Cement per ASTM C150.Types IA and IP are not than 12 inches of fresh concrete is cast below the splice. MEP& acceptable. Use one brand of cement throughout project. 6. Work these drawings with architectural drawings for nailer holes and architectural clearances. s1RUCTUR THORSON BAKER+ASSOCIATES B. Minimum cementitious content shall consist of 100% cement or a combination of cement and fly 3. When lapping two different size bars, use the lap dimension of the smaller bar or the anchorage 3030 w. STREETSBORO 1. The term General Contractor (G.C.) as used in these documents refers to the Contractor/Construction ash per Note C. Fly Ash shall not be used in combination with slag cement as a substitute for dimension of the larger bar. Use whichever dimension is larger. 7. All weld sizes not shown in details herein shall be the minimum required size based on thickness of RICHFIELD,OH 44286 Manager in responsible charge of the project in terms of coordination, scheduling, subcontractor T: 330.659.6688 cement. thinner part as per AISC Specification, Tables J2.3 &J2.4. Exception: At member splices welds or bolts C: BRYAN MELVIN coordination, etc. This term refers to, but is not limited to, General Contractor,Construction Manager, C. Fly Ash is permitted and shall conform to ASTM C618 Type C or F, but shall not exceed 20%of Minimum Concrete Cover for Reinforcing shall develop full strength of the member or components being connected. E: b.melvin@thorsonbaker.com Design Build Contractor, Prime Contractor, etc. The term is referencing the entity that coordinates the cementitious content by weight indicated above on a substitution basis and shall be included in work of other trades. the water-to-cement ratio. If fly ash is used, the mix design submittals shall have tests using the 1. Unless noted otherwise, concrete reinforcing shall be placed with proper cover to provide protection in 8. All around welds indicated herein shall be discontinuous at the flange tips of open sections. same amount of fly ash. The contractor's schedule shall account for the use of fly ash. accordance with ACI 318, and within deviation tolerances listed in ACI 117. 2. All referenced standards, such as codes, specifications, and other publications noted herein,are intended D. Slag cement is not permitted. 9. Any alteration made by the detailer on the structural steel shop drawings to schematic or completely to refer to the edition of said standard as referenced by the applicable building code or the latest edition E. Concrete used for floors shall have 1800 psi, 3 day strength. Mixes to be pumped shall be so 2. detailed connections shown on the contract drawings must be clearly identified by clouding or by direct published as of the date on the contract documents. identified on the mix design submittal. All pumped mixes shall have a mid-range or high-range note on the shop drawing by the detailer prior to submission to the engineer. water reducer. 3. The structure or its modifications are designed to be self-supporting and stable after the building or its F. All admixtures other than superplasticizers shall be added at the batch plant. Superplasticizers, Location Minimum Cover 10. Any member sizes shown on the plans, and currently listed in the AISC Manual,which are not currently modifications are fully completed. It is solely the contractor's responsibility to determine erection designed for addition to the mix at the plant, may be added at the batch plant with verifications available must be brought to the architect's and structural engineer's attention prior to award of steel procedure and sequence and insure the safety of the construction personnel, public,building and its from the structural engineer and verifications that the water-to-cement ratio has not been 3. Wlisbstan gwAatK*.NbPb)the above cover requir M2r9Jio6Hhlt beemfollo contract. No claim for additional cost will be accepted after the award, for member/built up member component parts, and adjacent buildings and properties. This includes the addition of whatever temporary exceeded. Su er lasticizers added at the site shall be sent in re-measured containers from the A. For slab on rade: +3/4",with lower bou x&6bb'A'. or permanent shoring, bracing, etc. that may be necessary to brace new construction,adjacent buildings, P P P 9 1P substitutions for these sizes. batch plant. er, existing walls, and framing to remain so that the structure is braced for wind, seismic,gravity,construction G. All concrete used for cast-in-place concrete slabs shall contain the specified water reducing or C. Reduction in cover dimension for formed soffits shall not exceed 1/4". Submittals loads, etc. and so that no horizontal or vertical settlement or any damage occurs to the adjacent existing water reducing/retarding admixture. All concrete slabs, placed at air temperature below 50°F shall structures. Temporary supports shall be maintained in place until permanent supports and/or shoring and contain the specified non-corrosive, non-chloride accelerator. All concrete placed at air Floor Finish 1. Submit shop drawing prepared under supervision of a registered engineer, including complete details bracing are installed. Design of these supports shall be by an engineer registered in the state where the temperature above 80° shall contain specified water-reducing/retarder admixture.All concrete and schedules for fabrication and assembly of structural steel members, procedures and project is located in the employ of the contractor. required to be air-entrained shall contain an approved air-entraining admixture.All pumped 1. Interior floor slabs: Machine trowel unless noted otherwise. diagrams. Include details of cuts, connections, camber, holes, and other pertinent data. concrete shall contain the specified high-range water-reducing admixture. Concrete with a 4. Fall protection support shall be provided in accordance with OSHA requirements as required. Such water-cement ratio above 0.40 to 0.60 shall contain the specified water reducer. 2. Provide ACI 'Class A'tolerance, 1/8" variation in 10 feet, measured with a straight edge laid in any 2. Indicate welds by standard AWS symbols and show size, length, and type of each weld. Provide setting material shall remain the contractor's property after completion of the project. H. All concrete requiring a high slump for placement(e.g. pumping, etc.) shall contain mid-range and direction. drawings,templates and directions for installation of anchor bolts and other anchorages to be installed by high-range superplasticizer. Increased slump may not be achieved by exceeding the specified others. Provide calculations used for designing connections. 5. It is the contractors' responsibility to enforce all applicable safety codes and regulations during all phases maximum water cement ratio. Maximum slump is 8 inches with use of water reducing admixture Curing of construction. (ASTM C494). 3. Submit calculations stamped & signed by an engineer registered in the appropriate jurisdiction of the I. Calcium chloride shall not be permitted nor shall any admixture containing calcium chloride be 1. Curing compound shall be provided as prescribed on architectural drawings based on floor use. project including, but not limited to, moment connections (flexible and fully restrained moment 6. The contractor shall perform all construction for the project in a manner and sequence that are based on permitted. Coordinate for compatibility of finish material. connections), bracing gusset plates and connection to beam/column assembly,web-to-chord connection accepted industry standards that recognize the interaction of the components that comprise the structure, at trusses, and any unique connections that are not completely detailed on these drawings. APPROVED without causing distress, unanticipated movements or irregular load paths as a result of the construction 6. Normal weight aggregate:ASTM C33, from a single source. 2. Moisture curing method of curing concrete shall not be used inside existing buildings or where a Macerich TC means and methods employed. potential for water damage exists. 4. Shop drawings shall indicate the date of the structural drawings that were used to prepare the shop 5/27/2021 7. Construction loads shall not exceed design live loads.The contractor shall be responsible for all design 7. Air-entraining admixture:ASTM C260. 3. Moisture-retaining sheet material meeting ASTM C171 may be used. drawings. required to support construction equipment used in constructing this project. Shoring and re-shoring is the 8. Water-reducing admixture: ASTM C494, Type A, containing not more than 0.1%chloride ions. 5. Shop drawing submittals shall consist of 3 prints of each drawing for the Structural Engineer, 1 print for responsibility of the contractor. 4. Maintain initial curing for 12 hours after finishing, 24 hours for air temperature of 75 degrees F and the Architect and a minimum of 1 print for the General Contractor. 8. Principal openings through the structure are shown on these drawings. The general contractor shall 9. High-range water-reducing admixture (superplasticizer):ASTM C494, Type F or G,containing not more above. than 0.1 % chloride ions. Quality Assurance examine the structural and mechanical, electrical, plumbing, and other trades drawings for the required Submittals openings and shall verify size and location of all openings with the appropriate trade contractor. Providing 10. Water-reducing, non-chloride accelerating admixture: ASTM C494, Type E, containing not more than 1. Test reports: Submit copies of reports of tests conducted on shop and field bolted and welded all openings required for mechanical, electrical, plumbing, or other trades shall be a part of the general 0.1%chloride ions. 1. Product data: Submit data for proprietary materials and items including admixtures,patching connections. Include data on types of tests conducted and test results. contract,whether or not shown in the structural drawings.Any deviation from the openings shown on the compounds, waterstops,joint systems, curing compounds,finish materials, and others as requested by 0 structural drawings shall be brought to the engineer's attention for review. 11. Water-reducing, retarding admixture: ASTM C494, Type D, containing not more than 0.1%chloride ions. architect/engineer. 2. An independent testing and inspection agency shall be engaged to inspect high-strength bolted connections and welded connections and to perform tests and prepare test reports.Testing agency shall 9. The existing conditions shown on these documents are based upon existing drawings prepared by DLR 12. Curing Compound: Liquid membrane-forming type (sodium silicate type not approved) meeting all 2. Certification: Upon engineer's request, provide admixture manufacturer's written certification that conduct and interpret tests and state in each report whether test specimens comply with requirements, Group dated 06/25/04. The drawings illustrate the existing structure, structural elements and framing requirements of ASTM C309, Type 1-D clear or translucent, having a fugitive dye to facilitate visual chloride ion content complies with specified requirements. noting any deviations therefrom. P E L O T O N details based on either the original construction drawings and/or site observation. Prior to initiating check of coverage. Use of Type 2 white pigmented type is recommended during hot weather. material procurement and construction, it is the contractor's responsibility to verify existing conditions are 3. Shop drawings/Reinforcement: See ACI 301, Section 3.1. Detailing shall conform to the ACI Detailing 3. Correct deficiencies in structural steel work which inspection and laboratory test reports have indicated to WASHINGTON SQUARE MALL consistent with the contract documents. This may require the removal of existing finishes and possible 13. Moisture-retaining sheet materials: Any of the types listed in and meeting requirements of ASTM C171: Manual. be not in compliance with requirements.q Perform additional tests, at contractor's expense,p ,as may be SPACE R05 selective demolition to verify the as-built conditions. The contractor is responsible for field verifying all waterproof paper, 4 mil. (.004") polyethylene film, white burlap/polyethylene sheet. necessary to reconfirm any noncompliance of original work, and as may be necessary to show existing conditions; any discrepancies are to be immediately reported to the engineer and architect prior 4. Shop drawing submittals shall consist of 3 prints of each drawing for the Structural Engineer, 1 print for compliance of corrected work. 9374 S.W. WASHINGTON SQUARE to proceeding with any of the work in question. 14. Sealing materials: For laps in sheet cover, provide pressure sensitive tape,non-staining mastic,or the Architect and a minimum of 1 print for the General Contractor. ROAD, other effective adhesive recommended by covering manufacturer. 4. Shop and field welding: Inspect and test during fabrication and/or erection of structural steel.Certify 10. Contractor shall field verify slab on grade floor construction type prior to cutting. Under no circumstances 5. Mix design: Submit mix designs for each concrete mix for the project per Chapter 5 of ACI 318. Mix TIGARD , OR 97223 shall the contractor cut a structural floor slab thicker than five (5") inches without prior written approval g 9 P ) p P welders and conduct inspections and tests as required. Record types and locations of detects found in from Engineer of Record. Notify Engineer of Record of an slab thickness realer than five 5" prior to 15. Vapor Retarder: Polyethylene sheet not less than 10 mils thick,which complies with ASTM E 1745, designs shall include all back up material with compressive strength breaks based on field experience work. Record work required and performed to correct deficiencies. Perform visual inspection of all welds, g ty g y 9 ( ) P Class C. or breaks from a trial mix per Chapter 5. and perform ultrasonic tests of full penetration welds in accordance with ASTM E 164. ISSUE HISTORY proceeding with any saw cutting. 16. Bond Breaker Felt: 15#felt. Quality Assurance 01 LANDLORD REVIEW 05.17.2021 11. All mechanical and electrical duct work, plumbing, piping, wiring, lighting and all architectural items that need to be removed during the modification of, or reinforcing of, existing structure shall be replaced in 17. All pipe sleeve openings throw h concrete slabs shall be formed with standard steel pipe. 1. Mold and cure four-6"x12"cylinders or five-4"x8"cylinders in accordance with ASTM C31 for each 02 ISSUED FOR PERMIT APPROVAL 05.24.2021 kind. The contractor shall keepall existing systems in operation during the construction phase of the P P9 P P Y Y 9 Y P 9 P composite sample. Test one cylinder at 7 days, two- 6"x12" cylinders or three-4"x8"cylinders at 28 project. 18. No electrical conduit shall be placed above the welded wire reinforcement or top reinforcing of slabs. days, and retain one cylinder for 56-day test if required. Two- 6"x12" cylinders or three-4"x8"cylinders Conduit embedded in slabs on composite metal deck are subject to additional restrictions and shall be constitute a strength test.Acceptance of structure will be based on three consecutive 28-day strength 12. All contractors are required to examine the drawings and specifications carefully,visit the site and fully coordinated with the structural engineer. Where slab thickness on metal deck contributes to fire rating, tests. inform themselves as to all existing conditions and limitations, prior to agreeing to perform the work. embedded conduit is prohibited. Failure to visit the site and familiarize themselves with the existing conditions and limitations will in no way 2. In accordance with ASTM C172/C172M, obtain at least one composite sample set of cylinders for each relieve the contractor from furnishing any materials or performing any work in accordance with drawings 19. All aluminum in contact with concrete or dissimilar metals shall be coated with two coats coal tar epoxy, 150 cubic yards or fraction thereof, but not less than one set for each 5000 square feet of surface area IL and specifications without additional cost to the owner. approved by the architect, unless otherwise noted. for slabs or walls, of each concrete mixture placed in any one day. 13. Details labeled "Typical Details" on drawings apply to situations occurring on the project that are the same 20. Measure, batch, mix and deliver concrete according to ASTM C94/C94M (ASTM C1116/C1116M for 3. Air Content or similar to those specifically detailed. Such details apply whether or not details are referenced at each concrete with synthetic or steel fiber) and furnish batch ticket information. Addition of water to the mix at A. Determine air content of concrete for each strength test by either the pressure method(ASTM N location. Notify engineer for clarifications regarding applicability of'Typical Details". the project site will not be permitted. All water must be added at the batch plant. Slump may be adjusted C231) or the volumetric method (ASTM C173). The "Chase"air indicator shall not be used. N 14. Work these drawings with architectural, mechanical, electrical, and plumbing drawings,alon with all only through the use of additional water reducing admixture or high range water reducing admixture. B. A minimum of one air content test shall be made in the morning and one in the afternoon.Air 9 P 99 content tests shall be made on all concrete whether the concrete is designated as air-entrained N other drawings and specifications included in the contract documents. 21. All concrete shall be placed without horizontal construction joints, except where specifically noted. or not. rn Horizontal reinforcement shall be continuous through vertical construction joints. C. Additional air content tests, for concrete specified as air-entrained, shall be made when any of PROJECT NUMBER 2M CD 15. Do not scale drawings. the following conditions occur: -30 22. See architectural drawings for concrete finishes, masonry anchors, and for miscellaneous embedded • A change in appearance or consistency of concrete. SCALE AS NOTED 0 16. Any discrepancies between structural and architectural drawings shall be brought to the attention of the plates, bolts, anchors, angles,etc. • Possible reduction of air content due to time delays of truck and/or hat weather. C? architect and structural engineer. • When air temperature is over 80°F, check each truckload. SHEET nrtE WI 23. The placement of sleeves, outlet boxes, box-outs, anchors, etc.,for the mechanical,electrical and GENERAL NOTES 17. Should any of the general notes conflict with any details or instructions on plans, or in the specifications, plumbing responsibility Y y typical P P o lumbin trades is the res onsibilit of the trade involved; however, an box-outs not covered b ca/ 4. Slum test: Perform slum test on each truckload of concrete. C? the strictest provision shall govern. details in the structural drawings shall be submitted for approval. U) 5. Inform engineer immediately of any slump and/or air content tests that do not meet these specifications. SPECIFICATIONS N 24. The general contractor shall coordinate locations and dimensions of all openings and sleeves required If strength, durability or aesthetics of the structure would be impaired,that concrete shall not be used. 4 for mechanical, electrical, and plumbing penetrations before concrete is placed. Shop drawings of all N slab openings and sleeves shall be submitted for review b structural engineer. Openings shall not be 6. Concrete test reports shall contain the following Information: Concrete supplier, quantity of concrete SHEET NUMBER C> Y 9P 9 PP q ty S-001�y cut or drilled in slabs without prior approval by structural engineer. represented, location of samples taken, design strength requirement at 28 days, list of all materials and _ O O m admixtures used with quantity and brand or source, actual slump, actual air content,air temperature, `v 25. Reinforcing steel shop drawings shall indicate the sequence in which layers of crossing reinforcing concrete temperature, weather, cylinder weight as received, date molded, number of days on job site, � 9 P 9 Y 9 9 P Y 9 Y R should be placed in order to produce the correct outermost layers as indicated on the drawings. date tested, test results for 7 and 28 days, and any other information necessary to evaluate test results. PROFESSIONAL SEAL 0 26. Reinforcing bars shall conform to ASTM A615, Grade 60. No tack welding of reinforcing in the field will 7. Send one copy of reports on all required laboratory testing directly to the structural engineer,two copies Do be permitted. to the architect, one copy to the contractor and one copy to the concrete supplier.A copy of all test reports shall be in the engineers office within a maximum of five (5)working days from date of test or �Eb PROFg a) 27. Welded wire reinforcement (W.W.R.) shall conform to ASTM A1064 and be furnished in flat sheets and inspection. installed on chairs or precast blocks for slab on grade. 8t 3S.P1c 8. Acceptance of structure: If 28-day test results do not meet requirements, the engineer shall have the v 28. Reinforcing bar sizes#3 through #5 may be bent cold the first time, provided reinforcing bar right to order a change in mix proportions for remaining portions of structure.The engineer may require M temperature is above 32°. For other bar sizes, preheat reinforcing bars before bending.See procedures core tests to be made at contractors expense. Any such testing shall be done by an independent testing DNEGG C14 as outlined in ACI 301. agency acceptable to the engineer. npA�h 2�• C> CN 12131 2� CD CD 0 0 n rn a GENERAL NOTES & SPECIFICATIONS (cont.) L O C H T E Cold-Formed Metal Framing A R C H ITECTU RAL GROUP 1230 19TH ST. 1. The design, installation and construction of cold-formed carbon or low-alloy steel,structural and SACRAMENTO, CA 95811 nonstructural exterior steel framing, shall be in accordance with "The Standard for Cold-Formed Steel ABBREVIATIONS TELEPHONE: 916.502.8099 Framing-General Provisions,American Iron and Steel Institute"(AISI-general)and AISI-NASPEC. A.B. ANCHOR BOLT TENANT ONE PELOTON 2. System components: With each type of metal framing required, provide manufacturer's standard steel A.R. ANCHOR ROD 125 W.25TH STREET, 11TH FLOOR runners (tracks), bracing, clip angles, shoes, reinforcements, fasteners,and accessories as ADD'L ADDITIONAL recommended by manufacturer for applications indicated, as needed, to provide a complete metal A.F.F. ABOVE FINISH FLOOR NEW YORK, NY 10001 C: RYAN BADGER framing system. E: ryan.badgen@onepeloton.com ARCH. ARCHITECTURAL ry g r@onepeloton.com B/ BOTTOM OF C: DENICE BOCEK 3. The supplier shall provide all components and connections relative to size, spacing,gauge, location,and BLDG. BUILDING E: denice.bocek@cbre.com anchorage of metal studs shown on architectural and structural drawings.Additional costs associated with BM. BEAM LANDLORD MACERICH an increase in the size or gauge of the studs from that shown on the drawings are not permitted.The BOT. BOTTOM 11411 NORTHTATUM BLVD,PHOENKAZ85028 design intent shall be followed and supplier shall provide design for all framing components and BRG. BEARING _ g pp p 9 9 p BTJ BOLTED TIE JOIST C connections not specifically detailed including headers,jambs, supplemental bracing,etc.Any deviation E;- from this design shall be approved by the arch itect/engi neer. Additional fees required to evaluate a CANT'L CANTILEVER T:- revision in stud size, gauge or spacing are the responsibility of the contractor. CFMF COLD FORMED METAL FRAMING C.I.P. CAST-IN-PLACE 4. Design of cold-formed metal stud framing shown is based on SSMA studs with section properties and CJ CONTROL JOINT allowable resisting moment capacities as defined in AISI manual, Cold-Formed Steel Design. CL CENTERLINE ARCHITECT LOCHTE ARCHITECTURAL GROUP CLR. CLEAR 1230 19TH ST. 5. Minimum thickness of exterior cold-formed wall studs and tracks shall be 18 ga.at masonry veneer and CMU CONCRETE MASONRY UNIT SACRAMENTO,CA 95811 20 ga. at other locations, (u.n.o.). Minimum stud flange width shall be 1 5/8". Increase gauge thickness as COL. COLUMN T:916.502.8099 CONC. CONCRETE C: SRUTHI SEKAR required by finish system manufacturer (e.g. metal panel system, etc.). G.C.to coordinate requirements E: s.sekar@lochteag.com with selected manufacturers. CONSTR. CONSTRUCTION C: BLAKE THOMAS CONT. CONTINUOUS E: b.thomas@lochteag.00m 6. Member sizes given or connections specifically detailed on the drawings shall be considered a minimum C.Y. CUBIC YARD MEP, requirement. DBA DEFORMED BAR ANCHOR STRUCTUe L THORSON BAKER+ASSOCIATES DET. DETAIL 3030 W. STREETSBORO 7. All framing members 16 ga. and heavier shall be formed from steel with a minimum yield strength of 50 DIAG. DIAGONAL RICHFIELD,OH 44286 6688 ksi. All other framingshall be formed from steel with a minimum yield strength of 33 ksi. 0/DIA. DIAMETER T: BRYAN MEL Y 9 C: BRYAN MELVIN D.L. DEAD LOAD E: b.melvin@thorsonbaker.com B. All framing shall be galvanized, G90 coating at masonry veneer and G60 at other locations. DWG. DRAWING E.F. EACH FACE 9. All connections shall be screwed or welded. Powder driven fasteners are not acceptable for any structural EJ EXPANSION JOINT applications without prior approval of engineer of record. EL. ELEVATION EMBED. EMBEDMENT 10. Welding: Use qualified welders and comply with AWS D1.3 "Structural Welding Code-Sheet Steel". E.S. EACH SIDE EQ. EQUAL OR EQUIVALENT 11. Connection methods and fastener sizes/types shall not deviate from that indicated on drawings unless a EQUIP. EQUIPMENT substitution request is submitted and approved by architect/engineer prior to installation. E.W. EACH WAY EXP. EXPANSION 12. Member web openings shall be positioned a minimum of 10"from connections. (E) EXISTING EXT. EXTERIOR 13. All welds shall be touched up with zinc-rich paint. F.D. FLOOR DRAIN FIN. FINISH 14. Contractor shall design and furnish cold-formed metal framing for all exterior soffits and ceilings indicated FLG. FLANGE on architectural drawings, designed to resist lateral wind loads and uplift wind pressure. FLR. FLOOR F.S. FAR SIDE OR FOOTING STEP 15. Erection tolerances: Install cold-formed metal framing level, plumb, and true to line to a maximum FT. FEET allowable tolerance variation of 1/8" in 10 feet (1:960)and as follows: FTG. FOOTING GA. GAUGE A. Spacing: Space individual framing members no more than plus or minus 1/8 inch from plan location. GB GRADE BEAM Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing G.C. GENERAL CONTRACTOR materials. GALV. GALVANIZED B. Squareness: Install cold-formed metal framing to a maximum out-of-square tolerance of 1/8 inch. HD'D HEADED HORIZ. HORIZONTAL 17. Install cold-formed metal framing according to ASTM C 1007 and AISI's 'Standard for Cold-Formed Steel I.F. INSIDE FACE APPROVED Framing - General Provisions' and to manufacturer's written instructions,unless more stringent INT. INTERIOR Macerich TC requirements are indicated. J/B OR J/BRG_JOIST BEARING 5/27/2021 k KIP 18. Install supplementary framing, blocking and bracing in metal framing system wherever walls, partitions, LG. LONG canopies and soffits are indicated to support fixtures, equipment, services, and similar work.Where type L.L. LIVE LOAD of supplementary support is not otherwise indicated, comply with stud manufacturer's recommendations LONG LEG HORIZONTAL and industry standards in each case, considering weight or loading resulting from item supported. (LLV) LONG LEG VERTICAL (LSH) LONG SIDE HORIZONTAL 19. Installation of stud system: Secure studs to runner tracks by either welding or screw fastening at both (LSV) LONG SIDE VERTICAL inside and outside flanges unless otherwise noted on drawings. Seat studs completely in track. L.W. LONG WAY MECH. MECHANICAL 20. Frame both sides of expansion and control joints with separate studs; do not bridge the joint with MFR. MANUFACTURER 0 components of stud system. (N) NEW (N.I.C.) NOT IN CONTRACT p E L O T O N 21. Install horizontal stiffeners in stud system, spaced at not more than 4'-0"on center.Weld at each N.S. NEAR SIDE intersection. NTS NOT TO SCALE O.C. ON CENTER WASHINGTON SQUARE MALL 22. Where stud system abuts structural columns, beams or walls, including masonry walls,anchor ends of O.F. OUTSIDE FACE stiffeners to supporting structure. O/O OUT TO OUT SPACE R05 OPP. OPPOSITE 9374 S.W. WASHINGTON SQUARE 23. Install temporary bracing and supports to secure framing and support loads comparable in intensity to PC PRECAST CONCRETE those for which structure was designed. Maintain braces and supports in place, undisturbed, until entire PJ PANEL JOINT ROAD, integrated supporting structure has been completed and permanent connections to framing are secured. PL PLATE TIGARD , OR 97223 PSF POUNDS/SQUARE FOOT 24. Align studs vertically where wall-framing continuity is interrupted by floor framing.Where studs cannot be PSI POUNDS/SQUARE INCH aligned, continuously reinforce track to transfer loads. RAD. RADIUS ISSUE HISTORY R.D. ROOF DRAIN 25. Install headers over wall openings wider than stud spacing. Locate headers above openings as indicated. REINF. REINFORCING 01 LANDLORD REVIEW 05.17.2021 Fabricate headers of compound shapes indicated or required to transfer load to supporting studs, REQ'D REQUIRED 02 ISSUED FOR PERMIT APPROVAL 05.24.2021 complete with clip-angle connectors, web-stiffeners, or gusset plates. SECT. SECTION SIM. SIMILAR TO A. Frame wall openings with not less than a double stud at each jamb or frame as indicated on shop S.O.G. SLAB ON GRADE drawings. SP. SPACES B. Install runner tracks and jack studs above and below wall openings. Anchor tracks tojamb studs with SQ. SQUARE clip angles or by welding, and space jack studs same as full-height wall studs. STIFF. STIFFENER STL. STEEL 27. Contractor shall coordinate installation of edge angles with steel erection and metal stud contractorto STRUCT. STRUCTURAL a ensure proper alignment of angles for metal stud installation. S.W. SHORT WAY SYM. SYMMETRICAL 28. OSB or plywood sheathing shall be attached to light gauge framing with #10 TEK screws at 8"D.C. (uno). T/ TOP OF N The screws shall be of sufficient length to penetrate through the cold-formed steel framing member by at TYP. TYPICAL least three exposed threads. All screws shall be hot dipped galvanized per ASTM A153 when sheathing is UNO UNLESS NOTED OTHERWISE No preservative treated or fire retardant treated. VERT. VERTICAL N V.I.F. VERIFY IN FIELD N W.P. WORK POINT PROJECT NUMBER 29. All sheathing shall be APA rated sheathing. W.W.R. WELDED WIRE REINFORCEMENT 23 3 30. Galvanized repairs: Prepare and repair damaged galvanized coatings on fabricated and installed cold W/ WITH SCALE N formed metal framing with galvanized repair paint according to ASTM A 780 and manufacturer's written AS NOTED instructions. SHEET nTLE uhi 31. Touch up painting: Wire brush, clean, and paint scarred areas, welds, and rust spots on fabricated and GENERAL NOTES o installed prime-painted, cold-formed metal framing. Paint framing surfaces with same type of shop paint W used on adjacent surfaces. M SPECIFICATIONS C? Submittals SHEET NUMBER CD 1. Contractor shall submit fabrication and erection shop drawings to the engineer for review for all cold /� O O^ formed metal framing components and connections indicated on the contract drawings.Any deviation _ LJ from this design shall be approved by the architect/engineer and additional review costs shall be the `v t5 responsibility of the contractor. For all framing components and connections not specifically detailed on PROFESSIONAL SEAL in the structural drawings including trusses, headers,jambs, etc. submit shop drawings and calculations stamped by an engineer registered in the appropriate jurisdiction of the project. DO H Quality Assurance ♦ OF 116:_tiN �Sf 1. Testing: Owner will engage a qualified independent testing agency to perform field quality-control testing. G F� 8136.P$ U 2. Field and shop welds will be subject to inspection and testing. 0 3. Testing agency will report test results promptly and in writing to contractor and architect. O v OPEGO No 4. Remove and replace work that does not comply with specified requirements. �p tN C'4 dEE N� },�, 0 5. Additional testing and inspecting, at contractor's expense, will be performed to determine compliance of lZrs' � cy corrected work with specified requirements. 0 co a� 0 a N a I L 0 C H T E ARCHITECTURAL GROUP (E) CONCRETE PIER (E) CONCRETE PIER 1230 19TH ST. SACRAMENTO, CA 95811 (E) CONCRETE PIER TELEPHONE: 916.502.8099 TENANT ONE PELOTON 125 W.25TH STREET, 11TH FLOOR ADJACENT TENANT(N.LC.) EOR �01 C: RYANBADGER E: ryan.badger@onepeloton.com C: DENICE BOCEK 1 — — — — -- — - — — — — — GG E: denice.bocek@cbre.com (E) 2 0"x24"GRADE BEAM (E) 240"x24"GRADE BEAM LANDLORD MACERICH 11411 NORTH TATUM BLVD,PHOENDC,AZ85028 C:- \ \����'�\• PARTIAL EXISTING FOUNDATION PLAN T - [\ i v 1/4„ = 11-01. i \ \ NOTES: ARCHITECT LOCHTE ARCHITECTURAL GROUP I x 1230 19TH ST. J \ \ • (E) FLOOR CONSTRUCTION: 5" CONCRETE SLAB ON GRADE SACRAMENTO,CA 95811 d1T:916.502.8099 • FE-7 DENOTES SLAB INFILL: 5" CONCRETE SLAB ON GRADE WITH ONE LAYER OF 6x6 W2.1xW2.1 W.W.R. C: SRUTHI SEKAR PROVIDE 10 MIL VAPOR RETARDER AND 4" LAYER OF GRANULAR FILL BELOW.. E: s.sekar@lochteag.cem C BLAKE/ \ E: b thomas@ ochteag.com AS• TOP OF SLAB ELEVATION=0'-0". STRUCTURAL THORSON BAKER+ASSOCIATES \ \ • ELEVATIONS NOTED THUS (+X'-X")ARE TO TOP OF FOOTING REFERENCED FROM SLAB ON GRADE 3030 W. STREETSBORO i ELEVATION (UNO). RICHFIELD,OH 44286 T: 330.659.6688 • TOP OF (E) INTERIOR FOOTING PIER ELEVATION=(-1'-0"t)(UNO). C: BRYAN MELVIN E: b.melvin@thorsonbaker.com LL • GRADE BEAM DENOTED AS:WIDTH x DEPTH GRADE BEAM H • SEE SHEET S-001 & S-002 FOR GENERAL NOTES&SPECIFICATIONS. (E) DEMISING WALL 0 • SEE SHEET S-102 FOR TYPICAL DETAILS. U • FOUNDATIONS ADJACENT TO EXISTING STRUCTURES SHALL BEAR ON UNDISTURBED SOIL AT THE SAME Z ELEVATION OF THE EXISTING FOOTINGS. F Z (E) DEMISING WALL Z • (E) DENOTES EXISTING CONSTRUCTION. \ I � F UZ PROVIDE SLAB RECESS AT W z I ENCLOSURE. COORD. Z W/ARCH. FOR LOCATION & Q EXTENT. SEE DETAIL ON Q W S-102 A (E)CONCRETE PIER REMOVE SLAB AS RECDI a °. LU FOR SLAB RECESS& , L_ REPLACE. SEE TYP. SLAB Q INFILL DETAIL ON S-102 °I4 APPROVED --------. . —_ _ -- --- --- ---- -- — - HH Mace 5/27/2021 (E) CONCRETE PIER i I i G.C. TO FIELD VERIFY LOCATION OF EXISTING CONCRETE PIER AND COORDINATE LOCATION P E L O T O N WITH KERDI FLOOR DRAIN: WASHINGTON SQUARE MALL SPACE R05 9374 S.W. WASHINGTON SQUARE LL ROAD, TIGARD , OR 97223 H 0 o ISSUE HISTORY 01 LANDLORD REVIEW 05.17.2021 02 ISSUED FOR PERMIT APPROVAL 05.24.2021 I I I a o (E) CONCRETE PIER (E) CONCRETE PIER LoN o (E) 30"x42"GRADE BEAM (E) 30"x42" GRADE BEAM PROJECT NUMBER 23 04 - --- ---- - - - -- - - ��- -i -- - - -- - - - - —- - - KK SCALE AS NOTED _ _ SHEET TITLE 3: Jill lZ/ PARTIAL EXISTING LL.9 FOUNDATION PLAN cb o � Q N O N SHEET NUMBER 22'-10 1/4" COORD W/ARCH. 22'-10 1/4" COORD W/ARCH. L) S- 101 30'-1 1/2" t (V.I.F.) PROFESSIONAL SEAL Q m ~ 28.8 28.3 27.4 27.3 %4Lq PA4F INC �f 4 813E.P8 coU OR£GO � ,r.►I.y 1 CN xc/ o E14 N o �r 12�31Jz.1 .o a a LOCHTE A R C H I T E C T U R A L G R O U P 1230 19TH ST. SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 TENANT ONE PELOTON SAWCUT& REMOVE 8" RECESS DIMENSIONS VARY 125 W.25TH STREET, 11TH FLOOR (E)SLAB AS REQ'D EMBED. SEE ARCH. & MECH. DWGS. C: RYAN WYORK,NY �01 RYAN BADGER OBONDING AGENT T/SLAB w = E: ryan.badger@onepeloton.cem U ? SEE P WC: DENICE BOCEK H Q E: denice.bocek@cble.com < X (N) SLAB INFILL (E) SLAB w LANDLORD MACERICH e�4—X�X 11411 NORTH TATUM BLVD,PHOENK AZ85028 X E:- 0 0 0 0 0 0 W g o 0 0 0 0 T to VAPOR BARRIER O O O O (E)VAPOR ARCHITECTLOCHTE ARCHITECTURAL GROUP 6„ BARRIER 123019TH ST. #4x18"LG. @ 24"O.C. MEDIUM DUTY ADHESIVE ANCHOR INTO(E) SLAB, LAP VAPOR FLOOR DRAIN SACRAMENTO,CA 95811 SEE GENERAL NOTES. BARRIER SEE MECH. DWGS. 7:916.502.8099 C: SRUTHI SEKAR E: s.sekar@lochteag.com C: BLAKE THOMAS E: b.thomas@lochteag.com MEP6 TYPICAL LAB INFILL DETAIL TYPICAL FLOOR RECESS STRUCTURAL THORSON BAKER+ASSOCIATES 3030 W. STREETSBORO RICHFIELD,OH 44286 T: 330.659.6688 C: BRYAN MELVIN E: b.melvin@thorsonbaker.00m APPROVED Macerich TC 5/27/2021 0 P E LOTO N WASHINGTON SQUARE MALL SPACE R05 9374 S.W. WASHINGTON SQUARE ROAD, TIGARD , OR 97223 ISSUE HISTORY 01 LANDLORD REVIEW 05.17.2021 02 ISSUED FOR PERMIT LL APPROVAL 05.24.2021 a 77 0 N C-4 PROJECT NUMBER N N SCALE AS NOTED ch SHEET TITLE N FOUNDATION rn DETAILS & SECTIONS N O N SHEET NUMBER N - 102 U PROFESSIONAL SEAL Q PRO m H IY G N€`a�sir m 4 Bt35�PP U V) M cli O Q'! v` n oafb OREUO z o N r tz JZJ S Lo 0 U N 2 3 N a LOCHTE A R C H I T E C T U R A L G R O U P 1230 19TH ST. SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 TENANT ONE PELOTON 125 W.25TH STREET, 11TH FLOOR ADJACENT TENANT(N.I.C.) NEW YORK,NY 10001 C: RYAN BADGER ----. E: ryan.badger@onepeloton.com C: DENICE BOCEK - J (E)W18X48 L — — — — — — — — — — — — — GG E: denim.bocek@cbre.com — — — — — — — — — LANDLORD MACERICH 11411 NORTH TATUM BLVD,PHOEND(,AZ85028 C:- E:- T. Q�1 PARTIAL EXISTING SECOND FLOOR FRAMING PLAN ARCHITECT LOCHTE ARCHITECTURAL GROUP x 1/4"= 1'-0" 1230 19TH ST. N C — — — — — — — — — — — '�1 SACRAMENTO,CA 95811 0 NOTES: 7:916.502.8099 i SRUTHI SEKAR E: s.sekar@lochteag.com BLAK • (E) FLOOR CONSTRUCTION: 3"CONCRETE OVER 2" COMPOSITE METAL DECK OVER WF BEAMS/GIRDERS. C: BLAKE THOMAS E: b.thomas@lochteag.com • SEE SHEET S-001 & S-002 FOR GENERAL NOTES&SPECIFICATIONS. MEPA STRUCTURAL THORSON BAKER+ASSOCIATES • SEE SHEET S-202 FOR TYPICAL DETAILS. 3030 W. STREETSBORORICHFIELD,OH 44286 T: 330.659.6688 • BC-X DENOTES LIGHT GAUGE BOX COLUMN.SEE SHEET S-202 FOR DETAILS. C: BRYAN MELVIN — a E: b.melvin@thorsonbakeccom I (E) W14x22 LL • BB-X DENOTES LIGHT GAUGE BOX BEAM. SEE SHEETS-202 FOR DETAILS.I ULLII — — — — — — — * • (E) DENOTES EXISTING CONSTRUCTION. N II w - - - - - - _ _ = Fl w II II (E)W16x26 II 1 11 w (E)DEMISING WALL 1 11 11 11 L - - - - - - - - - - - - - - - -� I 1 (E)DEMISING WALL -. III II - - - - - - - - - - - - - - - , L - - - - - - - - I I1 /ci - - - - - - - I I1 v II III I F Z' III III II II I1 ? a III III 11 I1 -iL - - - - - - - z LJI W II I Cr- ---- - - - - - - z w � 11 I1 � � w 11 II w 0 jl I1 I a n 11 co - - — — — — — — — - - - - -- - - - - - - - - - � � - - - - x J II I � r - - � (E)W16x26 L -- - - - - - - - - - - - - - J JL - - - - �) - APPROVED - - - H H Macerich TC Vw5/27/2021 II I II I II I - - - � - - - - - - - - - - - JL - - - J - - - - - - _ — — — — — — — — — — — — — — — — P WELDED ALUMINUM FRAMED TRELLIS J TO BE SU PORTED FROM STRUCTURE ABOVE. 1 SEE ARCH. FOR TRELLIS&ATTACHMENT Lr LOCATIONS. SEE TYPICAL TRELLIS I ATTACHMENT DETAILS ON 5-202 I P E L O T O N I I (E)w16x26 1 WASHINGTON SQUARE MALL I I I SPACE R05 1 9374 S.W. WASHINGTON SQUARE ROAD, I TIGARD , OR 97223 x 1 HANGER,TYP. w o HA ISSUE HISTORY Lu LOCATIONS I 1 01 LANDLORD REVIEW 05.17.2021 1 r J 1 02 ISSUED FOR PERMIT APPROVAL 05.24.2021 I L� I (E)W16x26 1 L rL � F I1 I I1 I I I I a II 1 Lo 11 3 5/8"x18GA BRACE TO STRUCTURE 1 I 8 11 ABOVE. SEE TYP. BOX COLUMN 1 CONNECTION DETAIL ON S-202(TYP. ��� 1 1 2 LOCATIONS) �1 1 PROJECT NUMBER 2=3 N 1 I r I --- — — U (E)W24x94 (E) W24x94 G scALE - - KK A3 NOTID p)Lo SHEET TITLE BB-, Ie — PARTIAL EXISTING C�lN N N c, N N a LL.s SECOND FPLOOnR FRAMING 04 O NSHEET NUMBER N N ca 22'-10 1/4"COORD W/ARCH. 22'-10 1/4" COORD W/ARCH. S201 I U U PROFESSIONAL SEAL co 28.8 28.3 27.4 27.3 U PROFt.� U��tyGiN@F S, a 61q-6+P$ m U cam-) opelo J) J C:? Cyt Y8 `p4�ti iIQ „ 04 f4 FE S +7yR.�c t2�3I f z 1 CD N Lo CD M U _d O Qr N LOCHTE A R C H I T E C T U R A L G R O U P 1230 19TH ST. SACRAMENTO, CA 95811 TELEPHONE: 916.502.8099 N L5x5x3/8 SPANNING (E) 2ND FLOOR SLAB + y TENANT 125 ON\E PERS RON 11TH FLOOR (N) ABOVE NEW YORK, NY 10001 BETWEEN (E)WF BEAMS C: RYAN BADGER (LSV) TYP. @ EA. HANGER E: ryan.badger@onepeloton.com C: DENICE BOCEK 3 5/8" DIAG BRACE. E: denice.bocek@cbre.com SEE DETAIL THIS SHEET LANDLORD MACERICH __ 11411 NORTHTATUM BLVD,PHOENKAZ85028 6" 1 1/2"x 1 1/2"x 16 GA FRAMING CLIP C:- 18GA. TRACK T&B x 3 5/8" LONG W/(2)-#10 PANCAKE E:- HEAD SCREWS EACH LEG(TYP, T:- #10-16 TEK SCREWS TOP & BOTTOM OF BEAM) @ 12" O.C.TYP. k ARCHITECTLOCHTE ARCHITECTURAL GROUP CONTINUOUS + 1230 19TH ST. 8"xl8GA. STUDS 'f SACRAMENTO,CA 95811 3/16 I I iv 7:916.502.8099 18GA. TRACK T&B f C: SRUTHI SEKAR #10-16 TEK SCREWS ` E: BLAKE C: BLAKE THOMAS --- - ---- ---- --- -- - - @ 12"O.C. TYP. } + E: b.thomas@lochteag.com TRIPLE 3 5/8"x18GA + MEP STRUCTUR THORSON BAKER+ASSOCIATES STUDS B/BOX BEAM (E)WF BEAM, ro 3030 W. STREETSBORO SEE PLAN SEE ARCH. RICHFIELD,OH 44286 STOP FULL LENGTH TRACKS OF BUILT-UP T: 330.659.6688 ANGLE. BEAM SHORT OF CONNECTION TRACK C: BRYAN MELVIN TO WF 3/16 (N) HSS HANGER, BC-1 BB-1 SEE ARCH. 16 GA TRACK W/#10 PANCAKE HEAD SCREWS E: b.melvin@thorsonbaker.com EACH FLANGE AT 2"O.C.AND G.C. TO REMOVE& (2) ROWS OF#10 SCREWS AT 2"O.C. INTO POST REP .C. T FIREPROOFING (TRACK LENGTH TO MATCH BEAM DEPTH) AS REQUIRED STOP FULL LENGTH TRACKS OF BUILT-UP 18 GA BASE COLUMN SHORT OF BASE TRACK TRACK TYPICAL TRELLIS ATTACHMENT DETAIL + NOTE: HANGER OCCURS @(8) LOCATIONS (4)-3/16"0 CONCRETE SCREWS BOX COLUMN CONNECTIONS KK 4LL.9 KK i LL.9 SEE PLAN SEE PLAN APPROVED M 27/2TC 5//27/200 1 21 (E) FLOOR SLAB LEASE LINE (E) FLOOR SLAB LEASE LINE (E) METAL DECK (E)WF (V.LFJ (E) METAL DECK (E)WF(V.LF.) I I P E LOTO N ' WASHINGTON SQUARE MALL SPACE R05 9374 S.W. WASHINGTON SQUARE ROAD, I I TIGARD , OR 97223 3 5/8"xl6GA METAL 3 5/8"xl6GA METAL ISSUE HISTORY STUDS @ 16"O.C. STUDS @ 16"O.C. 01 LANDLORD REVIEW 05.17.2021 TYP. (UNO) TYP. (UNo) 02 ISSUED FOR PERMIT APPROVAL 05.24.2021 3 5/8"x2OGA DIAGONAL STUD 3 5/8"x2OGA DIAGONAL STUD BRACE @ 48" O.C. SEE TYP. (4) #10-16 BRACE @ 48"O.C.SEE TYP. DETAILS ON THIS SHEET SCREWS, TYP. DETAILS ON THIS SHEET SCREWS,TYP. .. . . . . . .. .. . . . . . 16GA CLIP W/(4) 16GA CLIP W/(4)#10 CREWS EA. SCREWS EA. LEG @ #10 S LEG C EE STUD EA. STUD,TYP. 3"x3"xl6GA CLIP W/(4)#10-16 0 17-71 SCREW TO BOX COLUMN & (4) CEILING, SEE #12-24 SCREW TO WF COLUMN ARCH. / CEILING, SEE 6"xl6GA METAL 6"xl6GA METAL ARCH. STUDS @ 16"O.C. (E)WF CAP COLUMN W/TRACK COLUMN (V.I.F.) a STUDS @ 16"O.C. BOX BEAM, SEE PLAN BOX BEAM, SEE PLAN CONNECTION OF N STOREFRONT TO BOX COLUMN, NFRAMING BY MFR. CONNECTION OF SEE PLAN o (E) COLUMN STOREFRONT TO BOX BEAM, SEE PLAN PROJECT NUMBER 2m N BEYOND FRAMING BY MFR. (BEYOND) (E) COLUMN 3 5/8"xl6GA METAL SCALE AS NOTED m (BEYOND) STUDS @ 16"O.C. SHEET TITLE -30- 35/8°x,sGABLOCKING FRAMING TYPICAL N BETWEEN STUDS 5"x5"x16GA CLIP W/(4)#10-16 DETAILS SCREW EA. LEG r` N O SHEET NUMBER CD SECTION co 1 SECTION 2 SECTION 3 S_202 1/2"=l 1/2"=l1-0, 1/2"=1'-0' U PROFESSIONAL SEAL co Q D] �f1 PROF cu r 8t35:PS U M OREGO (N 04 o J4 !CN c"! IZ)v/ 1 0 N Lo Q U d O 9- N a