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FOR REFERENCE RESUB1 BLD2024-0891+COMPLETE ARCH PLANS+8.26.2024_8.16.44_AM+4461488ABBREVIATIONS ABBREVIATIONS ABBREVIATION TERM A/V AUDIO VISUAL AB ANCHOR BOLT AC AIR CONDITIONING ACDN ACCORDION ACP ACOUSTICAL CEILING PANEL ACST ACOUSTICAL ACT ACOUSTICAL CEILING TILE AD AREA DRAIN ADJ ADJUST, ADJUSTABLE AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL AFF ABOVE FINISH FLOOR ALUM ALUMINUM AP ASPHALTIC PAVING APP APPROXIMATELY ARCH ARCHITECTURAL ASPH ASPHALT AUTO AUTOMATIC B # BASE BALC BALCONY BD BOARD BDRM BEDROOM BITUM BITUMINOUS BKR BACKER BL BLINDS BLDG BUILDING BILK BLOCK BLKG BLOCKING BLKT BLANKET BLT IN BUILT-IN BM BEAM BOC BOTTOM OF CURB BOT/BTM BOTTOM BOW BOTTOM OF WALL BRK BRICK BSMT BASEMENT BTR BETTER BU BUILT-UP BUR BUILT-UP BITUMINOUS ROOFING BW BUILDING WRAP C# CARPET C/W CURTAIN WALL CAB CABINET CB CATCH BASIN CC CUBICLE CURTAIN CEM CEMENT, CEMENTITIOUS CG CORNER GUARD CI CAST IRON CIP CAST IN PLACE CJ CONTROL JOINT CK TP COOK TOP CL CENTER LINE CLG CEILING CLO CLOSER CLOS CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CNTR COUNTER COILG COILING COL COLUMN COMP COMPOSITE, COMPENSATION CONIC CONCRETE COND CONDITION CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CORR CORRIDOR CPT CARPET CSMU CALCIUM SILICATE MASONRY UNIT CTG COATING CTR CENTER CTRL CONTROL CTSK COUNTERSINK CTV CABLE TV CU CUBIC CUST CUSTOM CWK CASEWORK D/W DISHWASHER DAAC DIRECT -APPLIED ACOUSTICAL CEILING DBL DOUBLE DEC DECORATIVE DEFL DEFLECTION DEMO DEMOLITION DEPT DEPARTMENT DIET DETAIL DIA DIAMETER DIM DIMENSION DIMP DIMPLED PLASTIC DKG DECKING DMFG DAMPPROOFING DS DOWNSPOUT DWG DRAWING DWR DRAWER (E) EXISTING EA EACH EF EPDXY FLOORING, EACH FACE EFS EXTERIOR FINISH SYSTEM EIFS EXTERIOR INSULATED FINISH SYSTEM EJC EXPANSION JOINTLUVA ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSURE ENTR ENTRANCE EPS EXPANDED POLYSTYRENE EQ EQUAL EQPT EQUIPMENT ES EACH SIDE EW EACH WAY EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPANSION EXPO EXPOSED EXT EXTERIOR F FABRIC, FIBER F FIN FACTORY FINISH FA FIRE ALARM, FLUID APPLIED FAB FABRICATIONS FAWB FLUID APPLIED WEATHER BARRIER FB FLAT BAR FD FLOOR DRAIN FDN FOUNDATION FIE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR, FACTORY FINISH FF SAM FOIL FACED SELF -ADHERED MEMBRANE FFAC FIBER FACED ACOUSTICAL CEILING ABBREVIATIONS ABBREVIATION TERM FIFE FINISH FLOOR ELEVATION FG FULL GLASS FGL FIBERGLASS FH FLAT HEAD FHC FIRE HOSE CABINET FIN FINISH FIXT FIXTURE FLDG FOLDING FLR FLOOR FLRG FLOORING FLSHG FLASHING FM FRAME FMD FORMED FO SHTG FACE OF SHEATHING FOC FACE OF CONCRETE FOF FACE OF FINISH FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR FOIO FURNISHED BY OWNER INSTALLED BY OWNER FOM FACE OF MASONRY FOS FACE OF STUD FP FIREPROOF FPFG FIREPROOFING FIR FIRE RATED, FIRE RESISTIVE FIRM FRAMED, FRAMING FRP FIBERGLASS REINFORCED PANEL FRT FIRE RETARDANT TREATED FS FULL SIZE, FIRESTOP FT FOOT, FEET FTG FOOTING FURRING �FURRG FUT FUTURE GA GAUGE GALV GALVANIZED GB GRAB BAR GBATH GUEST BATH GBDRM GUEST BEDROOM GD GARBAGE DISPOSAL GFRC GLASS FIBER REINFORCED CONCRETE GFRG GLASS FIBER REINFORCED GYPSUM GI GALVANIZED IRON G L GLASS GLAM GLU-LAMINATED GLIB GLU-LAMINATED BEAM GND GROUND GR GRADE GYP GYPSUM HB HOSE BIBB HC HOLLOW CORE HCP HOLLOW CORE PLANK HDBD HARDBOARD HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HSKP HOUSEKEEPING HT HEIGHT HT SAM HIGH TEMPERATURE SELF -ADHERED MEMBRANE ICF INSULATED CONCRETE FORMS ID INSIDE DIAMETER IFS INSULATION FINISH SYSTEM IN INCH, INCHES INSUL INSULATION INT INTERIOR INTG INTEGRATED INTUM INTUMESCENT JAN JANITOR JST JOIST JT JOINT, JOINTS L LINEN LAM LAMINATE LAV LAVATORY LF LINEAL FEET, LINEAR FOOTAGE LIB LIBRARY LIN LINEAR LIN FT LINEAL FEET LKR LOCKER LP LIME PLASTER LT LIGHT LV LIVING LVR LOUVER MACH MACHINE MAINT MAINTENANCE MAX MAXIMUM MB MACHINE BOLT MEATH MASTER BATHROOM MBDRM MASTER BEDROOM MC MEDICINE CABINET MCP MODIFIED CEMENT PLASTER MDF MEDIUM DENSITY FIBERBOARD MDO MEDIUM DENSITY OVERLAY MECH MECHANICAL MED MEDICATION. MEDICAL MEMB MEMBRANE MFR MANUFACTURER MH MANHOLE MIN MINIMUM MIRR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MR MOISTURE RESISTANT MTD MOUNTED MTL METAL MUL MULLION MW MICROWAVE NC NON COMBUSTIBLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OBS OBSCURE OC ON CENTER OD OUTSIDE DIAMETER OFF OFFICE OH OVERHEAD OPNG OPENING OPPOSITE, OPPOSITE HAND OPP ORN ORNAMENTAL OZ OUNCE P PAINT PROPERTY LINE P/L PAN PANTRY ABBREVIATIONS ABBREVIATION TERM PC PRECAST PCTF PORTLAND CEMENT TERRAZZO FLOORING PDRM POWDER ROOM PIED PEDESTRIAN PERF PERFORATED PGRG POLYMER GLASS FIBER REINFORCED GYPSUM PH PENTHOUSE PKG PACKAGE PKGAR PARKING GARAGE PL PLATE PL-# PLASTIC LAMINATE (PLAM) PLAST PLASTER, PLASTIC PNL PANEL POL POLISHED POLYISO PO LYISOCYAN U RATE PP POWER POLE PR PAI R PREFIN PREFINISHED PREM PREMIUM PRKG PARKING PROP PROPERTY PRT BD PARTICLE BOARD PSI POUNDS PER SQUARE INCH PT PRESERVATIVE TREATED, POST -TENSIONED PTD PAPER TOWEL DISPENSER PTD/R PAPER TOWEL DISPENSER AND RECEPTACLE PTN PARTITION PTR PAPER TOWEL RECEPTACLE PVC POLYVINYL CHLORIDE PWD PLYWOOD R RISER, RISERS RAID RADIUS RB RUBBER BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN REF REFERENCE REFR REFRIGERATOR REHAB REHABILITATION REINF REINFORCED, REINFORCING REQ REQUIREMENTS, REQUIRED RES RESIN RESIL RESILIENT RESILIENT FLOORING RF RFG ROOFING RG RANGE RH ROBE HOOK RLG RAILING RM ROOM RO ROUGH OPENING RR REST ROOM RU RESILIENT URETHANE S&R STILE AND RAIL S&V STAIN AND VARNISH S/S SERVICE SINK SAM SELF -ADHERED MEMBRANE SIBS STYRENE BUTADIENE STYRENE Sc SEALED CONCRETE, SOLID CORE SCD SEATLQO DISPENSER SCHED SCHEDULE SCRN SCREEN SD SOAP DISPENSER SDG SIDING SECT SECTION, SECTIONAL SF SQUARE FEET, STOREFRONT SG SAFETY GLASS SGL SINGLE SH SHINGLES SHOT SHOTCRETE SHT SHEET SHTG SHEATHING SHWR SHOWER SIM SIMILAR SIMU SIMULATED SKLT SKYLIGHT SLDG SLIDING SLNT SEALANT SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SOG SLAB ON GRADE SQ SQUARE SS STAINLESS STEEL SS# SOLID SURFACE ST STONE ST SM STANDING SEAM STD STANDARD STL STEEL STN STAIN STOR STORAGE STIR STAIR, STAIRS STRUCT STRUCTURAL SUSP SUSPENDED SV SHEET VINYL SYM SYMMETRICAL SYS SYSTEM T TREAD, TREADS T# TILE T&B TOP AND BOTTOM T&G TONGUE AND GROOVE T&M TIME AND MATERIALS TB TACK BOARD, TOWEL BAR TC TRAFFIC COATING TEL TELEPHONE TF TERRAZZO FLOORING THK THICK THRES THRESHOLD TMPD TEMPERED TOC TOP OF CURB TOPL TOP OF PLATE TOPV TOP OF PAVEMENT TOW TOP OF WALL TPD TOILET PAPER DISPENSER TPO THERMOPLASTIC POLYOLEFIN TR TOILET ROOM TRAF TRAFFIC TRANSL TRANSLUCENT TU TILT -UP TV TELEVISION TYP TYPICAL UNDLY UNDERLAYMENT UNF UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL UTIL UTILITY VCT VINYL COMPOSITION TILE VEG VEGETATED ABBREVIATIONS ABBREVIATION TERM VEHIC VEHICULAR VERTICAL VERT VEST VESTIBULE VFY VERIFY VG VERTICAL GRAIN VNR VENEER VP VENEER PLASTER VR VAPOR RETARDER W/ WITH W/H WATER HEATER W/O WITHOUT WC WALLCOVERING, WATER CLOSET WD WOOD WDW WINDOW WF WOOD FLOORING WH WALL HUNG WP WATERPROOF WPFG WATERPROOFING WR WATER RESISTANT, WATER RESISTIVE WRB WEATHER RESISTIVE BARRIER WS WATE RSTO P WT WATERTIGHT WT WEIGHT WW WINDOW WALL WWF WOVEN WIRE FABRIC XPS EXTRUDED POLYSTYRENE YID YARD 7A rC 0 KEYNOTE WINDOW CAS DOOR NUMBER KEYNOTE NUMBER U - WINDOW TYPE REVISION �- REVISION NUMBER DESCRIPTION SIM EXTERIOR ELEVATION � _I ELEVATION NUMBER A101 + SHEET NUMBER 1- ELEVATION NUMBER INTERIOR ELEVATION ^SIM A101S� SHEET NUMBER SIM BUILDING SECTION 1 SECTION NUMBER A101 SHEET NUMBER SIM WALL SECTION 1 SECTION NUMBER A101 SHEET NUMBER SI.M DETAIL 1 - SECTION NUMBER A101 SHEET NUMBER FLOOR, ROOF OR WALL 6A.8. ASSEMBLY NUMBER ASSEMBLY 5 5 MODIFIER ... ...... . . CORE WIDTH FIRE RATING CEILING 10'-0' CEILING HEIGHT ROOM NAME ROOM 101 150 SF- DRAWING/DETAIL TITLE 0 VI EW N 1/8" = 1'-0" FIRE LIFE / SAFETY FT FUNCTION SQUARE 14 X OLF OCC LOAD Y =X/Y MATERIALS DIVISION 03 CONCRETE DIVISION 04 BRICK VENEER CMU DIVISION 05 ALUMINUM STEEL DIVISION 06 PLYWOOD MOISTURE RESISTANT SHEATHING SAWN LUMBER: CONTINUOUS SAWN LUMBER: BLOCKING FINISH LUMBER GLUE LAMINATED BEAM/ COLUMN DIVISION 07 BATT INSULATION RIGID BOARD INSULATION MINERAL FIBER INSULATION - - - - FOAMED -IN -PLACE INSULATION BACKER ROD AND SEALANT WC DIVISION 09 GYPSUM WALLBOARD SYMBOLS GRID NORTH ARROWS ELEVATION DATUM 7910601191 �► WINDOW: PLAN WINDOW: ELEVATION ###' - ##" ROOM NUMBER ROOM AREA AME SCALE NUMBER ON SHEET ROOM AREA ROOM OCCUPANT LOAD ROOM FUNCTION - TABLE 1004.1.2 OCCUPANT LOAD FACTOR - TABLE 1004.1.2 0° SWING SWING AWNING CASEMENT FIXED SLIDING AWNING CASEMENT FIXED SLIDING PROJECT NOTES GENERAL 1. THESE DRAWINGS AND THE ACCOMPANYING SPECIFICATIONS ARE THE PROPERTY OF ANKROM MOISAN ARCHITECTS AND SHALL NOT BE COPIED OR REUSED FOR ANY OTHER PROJECT. 2. CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. PROVIDE WORK SHOWN OR REFERRED TO ON ONE SET OF DRAWINGS AS THOUGH SHOWN ON ALL RELATED DRAWINGS. 3. THE SPECIFICATIONS CONTAIN PERTINENT DETAILED INFORMATION ABOUT EACH BUILDING COMPONENT; THEY ARE A PART OF THE CONTRACT DOCUMENTS AND MUST BE USED IN CONJUNCTION WITH THE DRAWINGS. 4. ABSOLUTELY NO BUILDING COMPONENT SHOWN ON THESE DRAWINGS SHALL BE INCORPORATED INTO THE WORK UNTIL SHOP DRAWINGS, SAMPLES, BROCHURES OR OTHER SUBMITTALS CALLED FOR IN THE SPECIFICATIONS HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT. 5. VERIFY SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 6. COORDINATE THE WORK OF DELEGATED DESIGNERS WITH THE WORK OF OTHER TRADES 7. WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE -TREATED. 8. CONCEALED WOOD USED IN TYPE I AND TYPE II CONSTRUCTION SHALL BE FIRE RETARDANT TREATED 9. FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE CORROSION RESISTANT. 10. PROVIDE BLOCKING OR OTHER CONCEALED SUPPORTS WITHIN WALLS AS REQUIRED FOR HANDRAILS, CASEWORK, GRAB BARS, ARTWORK, SHELVING, AND OTHER APPLIED WALL MOUNTED FIXTURES, FINISHES OR EQUIPMENT. 11. REFER TO MECHANICAL. PLUMBING. AND ELECTRICAL DRAWINGS FOR ACCESS DOOR LOCATIONS. DIMENSIONS 1. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS GOVERN. 2. DO NOT ADJUST CLEAR DIMENSIONS WITHOUT APPROVAL OF THE ARCHITECT. 3. DIMENSIONS ARE MEASURED FROM GRID LINES, PROPERTY LINES, FACE OF CONCRETE, FACE OF MASONRY, FACE OF STUD OR CENTERLINE OF THE AIR GAP (AT DOUBLE STUD ROW WALLS) UNLESS OTHERWISE NOTED. 4. DIMENSIONS NOTED AS'CLEAR' OR'INSIDE CLEAR' ARE MEASURED FROM THE FACE OF THE DEEPEST PROTRUSION FROM THE WALL SURFACE (CASEWORK, FIXTURE, BASE, HANDRAIL, WAINSCOT, TRIM, ETC.) 5. NOTES TO'ALIGN' REFER TO FINISHED FACE OF INDICATED SURFACES. 6. LOCATE FACE OF HINGE SIDE DOORJAMBS 4" AWAY FROM ADJACENT WALL UNLESS NOTED OTHERWISE 7. 'FLOOR LINE'FLOOR' OR'FLOOR LEVEL'REFER TO TOP OF CONCRETE SLAB OR TOP OF CEMENTITIOUS UNDERLAYMENT; FINISH FLOORING IS INSTALLED ABOVE THE FLOOR LINE. 8. 'FINISH FLOOR' REFERS TO THE TOP OF FLOORING. 9. REFER TO SLAB PLANS FOR LOCATION OF SLAB EDGES, BLOCKOUTS, DEPRESSIONS, SLOPES, CURBS AND CONCRETE WALLS. 10. ALIGN CENTER OF CLOSET DOORS WITH THE CENTER OF CLOSET WALL IN WHICH THEY OCCUR, UNLESS NOTED OTHERWISE. 11. ALL RESIDENTIAL CLOSETS ARE 24" MAXIMUM DEPTH UNLESS NOTED OTHERWISE. WING WALLS ADJACENTTO CASEWORK SHALL BE 2'-2" LONG, UNLESS NOTED OTHERWISE. ACCESSIBILITY 1. REFER TO SHEETS STARTING AT A5 01 FOR SPECIFIC ACCESSIBILITY REQUIREMENTS PERTAINING TO OUTLET LOCATIONS AND HEIGHTS, SWITCH LOCATIONS AND HEIGHTS, GRAB BARS, WALL BLOCKING, FLOOR CLEARANCES, COUNTERTOP HEIGHTS, LOCATION OF PLUMBING CONTROLS, ETC. 2. REFER TO DRAWING G2.01 FOR SCHEDULE OF ACCESSIBLE UNITS, TYPE A UNITS AND TYPE B UNITS; REFER TO D G'AS_01-5.05 FOR SPECIFIC REQUIREMENTS FOR EACH UNIT TYPE. 3. CHANGES IN FINISH FLOOR ELEVATION IN EXCESS OF 1/4", MEASURED FROM LOWEST POINT ON EITHER SIDE OF THRESHOLD TO HIGHEST POINT ON THRESHOLD, SHALL BE BEVELED AT 1:2. IN NO CASE SHALL FLOOR TRANSITIONS AND CHANGES IN LEVEL IN FLOOR SURFACE BE MORE THAN 1/41, MAX IN VERTICAL HEIGHT. SIGNAGE 1. PROVIDE DIRECTIONAL SIGNAGE AT EACH ELEVATOR LANDING, EXIT ACCESS DOORWAY AND AT EXIT DISCHARGE IN ACCORDANCE WITH BUILDING CODE SECTION 1009.10 AND ICC/ANSI A117.1. 2. PROVIDE CODE-REQUIRED'IN CASE OF FIRE...' SIGNAGE AT ELEVATOR CALL STATIONS. 3. IDENTIFY ALL FIRE -RATED ENCLOSURES CONCEALED ABOVE CEILINGS USING MIN. 3" HIGH RED LETTERING READING:'FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS'. 4. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 5. AT ROOMS WITH AN OCCUPANT LOAD OF 50 OR GREATER, SIGNAGE WITH THE MAXIMUM ALLOWABLE OCCUPANT LOAD SHALL BE POSTED AT THE MAIN ENTRANCE TO THE ROOM. 6. PROVIDE SIGNAGE IN EXIT STAIRWAYS AS FOLLOWS: a. AT EACH FLOOR LANDING IN BUILDING GREATER THAN 3 STORIES b. A SIGN INDICATING IF THE STAIR PROVIDES ROOF ACCESS C. AT LANDINGS OF STAIRS WITH MULTIPLE DOORS, INDICATE ANY DOOR WITH DIRECT ACCESS TO AN ENCLOSED ELEVATOR LOBBY 7. PROVIDE ACCESSIBILITY SIGNAGE IN ACCORDANCE WITH SECTION 1111.1 AND AS REQUIRED BY ADA 2010 OR ANSI A117.1. HORIZONTAL AND VERTICAL ASSEMBLIES 1. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF, AND ADDITIONAL REQUIREMENTS FOR LOAD - BEARING AND SHEAR WALLS. 2. STUD SIZE AND CORE THICKNESSES ARE INDICATED ON THE ASSEMBLY TYPE TAGS ON THE DRAWINGS; REFER TO THE TAG LEGEND ON SHEET A0.01. 3. ALL GYPSUM WALLBOARD IS 5/8" TYPE'X'UNLESS NOTED OTHERWISE. 4. WEATHER -RESISTIVE BARRIERS AND/OR VAPOR RETARDERS DESIGNATED AS "AB" ALSO FUNCTION AS AIR BARRIERS. SEAL ALL EDGES, INTERSECTIONS AND LAPS, TO CREATE AN AIR -TIGHT ENCLOSURE 5. FIRE RATED ASSEMBLIES: SEAL ALL EDGES AND INTERSECTIONS WITH FIRE CAULKING;ICOI[.ER ALL RECESSED DEVICES WITH FIRE PROTECTIVE COVERINGS TO MEETTHE REQUIREMENTS OFTHE LISTING SOURCE AND AUTHORITY HAVING JURISDICTION (AHJ). INSTALL ALL MATERIALS IN STRICT ACCORDANCE WITH THE PUBLISHED REQUIREMENTS OF THE LISTING SOURCE, INCLUDING BUT NOT LIMITED TO: STUD GAGE AND SPACING, FASTENER SIZE AND SPACING, ORIENTATION OF GYPSUM WALLBOARD, OFFSETS OF JOINTS BETWEEN ADJACENT LAYERS OR OPPOSITE SIDES OF WALL, BRIDGING AND CROSS BRACING. 6. FIRE RATING AGENCY REQUIREMENTS INDICATE THE MINIMUM NEEDED TO ACHIEVE FIRE RATING; ADDITIONAL LAYERS, OR THICKER LAYERS, OF GYPSUM WALLBOARD OR SHEATHING MAY BE SHOWN TO MEET OTHER PROJECT REQUIREMENTS. 7. SEAL AND OTHERWISE PROTECT PENETRATIONS THROUGH FIRE -RATED CONSTRUCTION USING APPROVED FIRESTOPPING SYSTEMS TO MAINTAIN THE FIRE RATING OF THE ASSEMBLY BEING PENETRATED. 8. USE ACOUSTICALLY RATED FIRE SEALANT WHEREVER FIRE RATED CONSTRUCTION IS ALSO ACOUSTICALLY RATED. 9. SEAL PENETRATIONS THROUGH ACOUSTICALLY -RATED CONSTRUCTION TO MAINTAIN THE ACOUSTICAL RATING OF THE ASSEMBLY BEING PENETRATED. 10. SEAL PENETRATIONS IN ACOUSTICALLY RATED WALLS. WRAP BACKS OF ALL RECESSED DEVICES WITH ACOUSTIC PADS RATED FOR THE ASSEMBLY. 11. PROVIDE WATERSTOPS AT COLD JOINTS IN ALL BELOW GRADE CONCRETE ASSEMBLIES AT THE EXTERIOR WALLS OF THE BUILDING. 12. PROVIDE DEFLECTION COMPENSATION AT TOP OF WALLS SECURED TO THE UNDERSIDE OF CONCRETE SLABS OR METAL DECK. 13. CONSTRUCT WALLS AND PARTITIONS SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC AND SERVICE AREAS TO MEET STC 50 OR GREATER. REFER TO DRAWING A0.1 FOR ADDITIONAL REQUIREMENTS. 14. CONSTRUCT FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER OF FROM PUBLIC AND SERVICE AREAS TO MEET STC 50 AND IIC 50 OR GREATER. REFER TO DRAWINGS190.121 FOR 4 ADDITIONAL REQUIREMENTS. 15. OMITTED 16. INSTALL FIREBLOCKING AT THE INTERSECTION OF COMBUSTIBLE WALLS AND HORIZONTAL ASSEMBLIES WITH CONCEALED SPACES OF AS REQUIRED BY THE AHJ 17. INSTALL FIREBLOCKING IN STAIRS OF COMBUSTIBLE FRAMING IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF EACH RUN OR AS REQUIRED BY THE AHJ 18. INSTALL FIREBLOCKING IN CONCEALED SPACES BEHIND EXTERIOR WALL COVERINGS OF COMBUSTIBLE MATERIALS AT MAX. 20 FOOT INTERVALS WITH NO CONCEALED SPACE EXCEEDING 100 SQUARE FEET OR AS REQUIRED BY THE AHJ MISCELLANEOUS 1. PROVIDE TWO WAY COMMUNICATION DEVICE AT EVERY ELEVATOR LANDING OTHER THAN THE LEVEL OF EXIT DISCHARGE IN ACCORDANCE WITH BUILDING CODE SECTION 1009.8 AND ALL SUBSECTIONS. s¢a1 'Awn ►, d.NN a'E(w►A 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. RFI #72: Rough Framing Size of Shafts and Through Floors N O 00 Ol Z V) 0 Z z OL/) 2 >a Uj [,'J L.L Z O z O 2 J O z O > v00 CD o O� O CD J o O Z CD= N N z 2 w Q o_ REVISION DATE REASON FOR ISSUE 4 101.03.22 Addendum #03 DATA SHEET CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 7_rJ CONCRETE - 03 FIBER CEMENT PANEL COLD -FORMED FURRING ASSEMBLIES - 2-1/2" VERTICAL Z-GIRT @ 24" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-9.5 MIN.) FLUID -APPLIED WEATHER BARRIER CONCRETE WALL, SEE STRUCTURAL EXTERIOR BASEMENT WALL - FC PANEL 1 FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(2) ITEM 4-1.1 1 3el STC RATING / SOURCE: CLEAR R-VALUE: 9.5 CLEAR U-VALUE: J392 FIBER CEMENT PANEL COLD -FORMED FURRING ASSEMBLIES - 2 1/2" VERTICAL Z-GIRTS @ 24" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-10 MIN.) FLUID -APPLIED WEATHER BARRIER CONCRETE WALL, SEE STRUCTURAL COLD -FORMED FURRING ASSEMBLIES - 1" VERTICAL Z-GIRTS @ 24" O.C. 5/8" GYPSUM WALLBOARD - TYPE X I ELEVATOR WALL @ EXTERIOR FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(2) ITEM 4-1.1 STC RATING / SOURCE: CLEAR R-VALUE: 9.5 CLEAR U-VALUE: FIBER CEMENT LAP SIDING COLD -FORMED FURRING ASSEMBLIES - 2-1/2" VERTICAL Z-GIRT @ 24" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-9.5 MIN.) FLUID -APPLIED WEATHER BARRIER CONCRETE WALL, SEE STRUCTURAL EXTERIOR STAIR SHAFT WALL - FC LAP SIDING FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(2) ITEM 4-1.1 K3.1 STC RATING / SOURCE: CLEAR R-VALUE: 9.5 CLEAR U-VALUE: X391 X3.2 5/8" GYPSUM WALLBOARD - TYPE X COLD -FORMED FURRING ASSEMBLIES - 2 1/2" VERTICAL Z-GIRTS @ 24" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-9.5 MIN.) PAI NT CAST -IN -PLACE CONCRETE, SEE STRUCTURAL 3-HOUR STAIR P1 SHAFT & SHEAR WALL FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(2) ITEM 4-1.1 STC RATING / SOURCE: CLEAR R-VALUE: 9.5 CLEAR U-VALUE: DRAINAGE PANEL BENTONITE WATERPROOF CONCRETE FOUNDATION WALL, SEE STRUCTURAL I BASEMENT FOUNDATION WALL BELOW GRADE FIRE RATING / SOURCE: 3 HOUR / WSBC TABLE 721.2 (2) 4-1.1 STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: DRAINAGE PANEL BENTONITE WATERPROOF CONCRETE FOUNDATION WALL, SEE STRUCTURAL BENTONITE WATERPROOF BASEMENT FOUNDATION WALL BELOW GRADE FIRE RATING / SOURCE: 3 HOUR / WSBC TABLE 721.2 (2) 4-1.1 X3.3 STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: DRAINAGE PANEL BENTONITE WATERPROOF CONCRETE FOUNDATION WALL, SEE STRUCTURAL 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-9.5 MIN.) AIR SPACE 21/2" METAL STUD FURRING 5/8" GYPSUM WALLBOARD - TYPE X BASEMENT FOUNDATION WALL BELOW GRADE W/ METAL STUD FURRING FIRE RATING / SOURCE: 3 HOUR / WSBC TABLE 721.2 (2) 4-1.1 X3.4 STC RATING / SOURCE: CLEAR R-VALUE: 9.5 CLEAR U-VALUE: B405 B4*4 1 N I CMU WALL W/ FC PANEL - WHITE FIRE RATING / SOURCE: 3 HOUR / WBSC TABLE 722.3.2 STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: MASONRY - 04 CMU WALL, SEE STRUCTURAL CMU -1 WALL @ GARAGE FIRE RATING / SOURCE: 3 HOUR / WBSC TABLE 722.3.2 STC RATING / SOURCE: B4*1 CLEAR R-VALUE: CLEAR U-VALUE: B4e2 =ONCRETE MASONRY UNIT FGROUT SOLID WHERE REQUIRED BY STRUCTURAL I CMU -2 @ L1 & P1 FIRE RATING / SOURCE: 3 HOUR / WBSC TABLE 721.1(2) 3-1 STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: CONCRETE MASONRY UNIT - GROUT SOLID 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-9.5 MIN.) AIR SPACE 2 1/2" METAL STUD FURRING 5/8" GYPSUM WALLBOARD - TYPE X =1BER CEMENT PANEL __OLD -FORMED FURRING ASSEMBLIES - 2 112" VERTICAL ?-GIRTS @ 16" O.C. ?" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION R-10 MIN.) NEATHER RESISTIVE AIR BARRIER -ONCRETE MASONRY UNIT - GROUT SOLID El 4 I CMU WALL W/ FC PANEL - GREY FIRE RATING / SOURCE: 3 HOUR / WBSC TABLE 722.3.2 STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: FIBER CEMENT PANEL COLD -FORMED FURRING ASSEMBLIES - 3 1/2" VERTICAL Z-GIRTS @ 16" O.C. WEATHER RESISTIVE AIR BARRIER CONCRETE MASONRY UNIT - GROUT SOLID METAL - 05 FIBER CEMENT PANEL SUB -FRAMING THERMAL SPACER - 4" DEPTH @ 16" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-10 MIN.) WEATHER RESISTIVE AIR BARRIER 5/8" GYPSUM SHEATHING -TYPE X- MOISTURE RESISTANT COLD -FORMED METAL FRAMING, SEE STRUCTURAL w/ THERMAL BATT INSULATION (R-13 MIN.) VAPOR RETARDER 5/8" GYPSUM WALLBOARD - TYPE X I FIBER CEMENT PANEL - 1 t3 FIRE RATING / SOURCE: 1 HOU UL U425; DUPONT NFPA 285 501 STC RATING /SOURCE: CLEAR R-VALUE: 23 CLEAR U-VALUE: FIBER CEMENT PANEL SUB -FRAMING THERMAL SPACER - 2 1/2" VERTICAL DEPTH @ 16" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-10 MIN.) WEATHER RESISTIVE AIR BARRIER _ 5/8" GYPSUM SHEATHING -TYPE X- MOISTURE RESISTANT COLD -FORMED METAL FRAMING, SEE STRUCTURAL w/ THERMAL BATT INSULATION (R-13 MIN.) VAPOR RETARDER 5/8" GYPSUM BOARD - TYPE 'X' Q4 MODIFIER A: SEE GENERAL NOTES, #8 FIBER CEMENT PANE -1 C B FIRE RATING / SOURCE: 1 HOA UL U425; DUPONT NFPA 285 5*2 STC RATING / SOURCE: CLEAR R-VALUE: 23 CLEAR U-VALUE: FIBER CEMENT PANEL SUB -FRAMING THERMAL SPACER - 2 1/2" VERTICAL DEPTH @ 16" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-10 MIN.) I WEATHER RESISTER AIR BARRIER 1 5/8" GYPSUM SHEATHING - TYPE X - MOISTURE RESISTANT COLD -FORMED METAL FRAMING, SEE STRUCTURAL w/ THERMAL BATT INSULATION (R-13 MIN.) VAPOR RETARDER 5/8" GYPSUM WALLBOARD - TYPE X MODIFIER A: NO INSULATION FIBER CEMENT PANE - V IC C i FIRE RATING / SOURCE: 1 HOUR UL U425; DUPONT NFPA 285 5.4 STC RATING / SOURCE: CLEAR R-VALUE: 23 CLEAR U-VALUE: FIBER CEMENT LAP SIDING SUB -FRAMING THERMAL SPACER - 2-1/2" VERTICAL DEPTH @ 16" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-10 MIN.) WEATHER RESISTIVE AIR BARRIER 5/8" GYPSUM WALLBOARD - TYPE X COLD -FORMED METAL FRAMING, SEE STRUCTURAL w/ THERMAL BATT INSULATION (R-13 MIN.) VAPOR RETARDER 5/8" GYPSUM WALLBOARD - TYPE X i - I - FIBER CEMENT LAP SIDING 3 @ GARAGE C g FIRE RATING / SOURCE: 1 HOU / UL U425; DUPONT NFPA 285 KSTC RATING / SOURCE: CLEAR R-VALUE: 23 CLEAR U-VALUE: FIBER CEMENT LAP SIDING SUB -FRAMING THERMAL SPACER - 2-112" VERTICAL DEPTH @ 16" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-10 MIN.) WEATHER RESISTIVE AIR BARRIER (2) LAYERS 5/8" GYPSUM WALLBOARD - TYPE X COLD -FORMED METAL FRAMING, SEE STRUCTURAL w/ THERMAL BATT INSULATION (R-13 MIN.) VAPOR RETARDER ` (2) LAYERS 5/8" GYPSUM WALLBOARD - TYPE X K5e2 I FIBER CEMENT LAP SIDING 3 @ GARAGE FIRE RATING / SOURCE: 2 HOU / UL U425; O&C NFPA 28 STC RATING / SOURCE: CLEAR R-VALUE: 23 CLEAR U-VALUE: FIBER CEMENT LAP SIDING SUB -FRAMING THERMAL SPACER - 2 112" VERTICAL DEPTH @ 16" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-10 MIN.) WEATHER RESISTIVE AIR BARRIER 5/8" GYPSUM SHEATHING - TYPE X - MOISTURE RESISTANT _ COLD -FORMED METAL FRAMING, SEE STRUCTURAL w/ THERMAL BATT INSULATION (R-13 MIN.) VAPOR RETARDER 5/8" GYPSUM WALLBOARD - TYPE X FIBER CEMENT LAP SIDING 3 @ GARAGE ENTRANCE FIRE RATING / SOURCE: 1 HOU / UL U425; DUPONT NFPA 285 B K53STC RATING / SOURCE: CLEAR R-VALUE: 23 CLEAR U-VALUE: X501 5/8" GYPSUM WALLBOARD - TYPE X SUB -FRAMING THERMAL SPACER - 2-1/2" VERTICAL DEPTH @ 16" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-10 MIN.) WEATHER RESISTIVE AIR BARRIER 5/8" GYPSUM WALLBOARD - TYPE X 6" NON-STRUCTURAL METAL STUDS w/ INSULATION (R13) VAPOR RETARDER 5/8" GYPSUM WALLBOARD - TYPE X 11-HR METAL STUD BASEMENT WALL C I FIRE RATING / SOURCE: 1 HOU / UL U425; DUPONT NFPA 285 STC RATING / SOURCE: CLEAR R-VALUE: 23 CLEAR U-VALUE: WOOD - 06 FIBER CEMENT PANEL COLD -FORMED FURRING ASSEMBLIES - 3 1/2" VERTICAL Z-GIRTS @ 16" O.C. WEATHER RESISTIVE AIR BARRIER PLYWOOD SHEATHING 2 x 6 WOOD STUDS WITH BATT INSULATION (R-21 MIN.) VAPOR RETARDER 5/8" GYPSUM WALLBOARD - TYPE X NOTE: 1-HOUR RATING PROVIDED FROM THE INSIDE ONLY FIBER CEMENT PANEL - 1 FIRE RATING / SOURCE: 1 HOUR / WSBC 722.6.2 - 2015 1 6el STC RATING / SOURCE: CLEAR R-VALUE: 21 CLEAR U-VALUE: FIBER CEMENT PANEL COLD -FORMED FURRING ASSEMBLIES - 1 1/2" VERTICAL Z-GIRTS @ 16" O.C. WEATHER RESISTIVE AIR BARRIER PLYWOOD SHEATHING 2 x 6 WOOD STUDS WITH BATT INSULATION (R-21 MIN.) VAPOR RETARDER 5/8" GYPSUM WALLBOARD - TYPE X NOTE: 1-HOUR RATING PROVIDED FROM THE INSIDE ONLY FIBER CEMENT PANEL - 1 FIRE RATING / SOURCE: 1 HOUR / WSBC 722.6.2 - 2015 602 STC RATING / SOURCE: CLEAR R-VALUE: 21 CLEAR U-VALUE: FIBER CEMENT PANEL COLD -FORMED FURRING ASSEMBLIES - 1 1/2" VERTICAL Z-GIRTS @ 16" O.C. WEATHER RESISTIVE AIR BARRIER PLYWOOD SHEATHING 2 x 6 WOOD STUDS w/ BATT INSULATION (R-21 MIN.) VAPOR BARRIER 5/8" GYPSUM WALLBOARD - TYPE X NOTE: 1-HOUR RATING PROVIDED FROM THE INSIDE ONLY FIBER CEMENT PANEL 2 - VERTICAL FIRE RATING / SOURCE: 1 HOUR / WSBC 722.6.2 - 2015 6.3 STC RATING / SOURCE: CLEAR R-VALUE: 21 CLEAR U-VALUE: FIBER CEMENT PANEL COLD -FORMED FURRING ASSEMBLIES - 3 1/2" VERTICAL Z-GIRTS @ 16" O.C. WEATHER RESISTIVE AIR BARRIER 1/2" PLYWOOD SHEATHING 2 LAYERS 5/8" GYPSUM SHEATHING -TYPE X- MOISTURE RESISTANT 2 x 8 WOOD STUDS WITH BATT INSULATION (R 21 MIN.) 1/2" RESILIENT CHANNELS VAPOR RETARDER 2 LAYERS 5/8" GYPSUM WALLBOARD - TYPE X FIBER CEMENT PANEL 1A (WHITE) @ELEVATOR FIRE RATING / SOURCE: 2 HOUR / GA WP 8418 6 • STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: FIBER CEMENT LAP SIDING 1 x 3 PRESSURE TREATED FURRING WEATHER RESISTIVE AIR BARRIER PLYWOOD SHEATHING 2 x 6 WOOD STUDS WITH BATT INSULATION (R-21 MIN.) VAPOR RETARDER 5/8" GYPSUM WALLBOARD TYPE X NOTE: 1-HOUR RATING PROVIDED FROM THE INSIDE ONLY FIBER CEMENT LAP SIDING FIRE RATING / SOURCE: 1 HOUR / WSBC 722.6.2 - 2015 STC RATING / SOURCE: K691 CLEAR R-VALUE: 21 CLEAR U-VALUE: FI #7: Shoring Pile Locations GENERAL NOTES - EXTERIOR WALLS GENERAL NOTES: 1. MAXIMUM STUD SPACING IS 16 INCHES ON CENTER UNLESS NOTED OTHERWISE. 2. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS FOR LOAD - BEARING AND SHEAR WALLS. 3. STUD SIZE OR WALL CORE THICKNESS ARE INDICATED ON THE WALL TYPE TAGS ON THE PLANS. REFER TO THE TAG LEGEND ON .6HEET A0-01. 4. TYPICAL GYPSUM SHEATHING THICKNESS IS 5/8 INCH UNLESS NOTED OTHERWISE. 5. TYPICAL GYPSUM WALLBOARD THICKNESS IS 5/8 INCH UNLESS NOTED OTHERWISE. 6. GALVANIZED METAL STUDS ARE REQUIRED FOR ALL EXTERIOR WALLS. REFER TO SECTION 05 40 00 FOR REQUIRED THICKNESS. 7. WHERE THE WEATHER -RESISTIVE BARRIER (WRB) IS REQUIRED TO ALSO PERFORM AS THE AIR BARRIER, Q4 SEAL ALL EDGES, INTERSECTION AND LAPS TO CREATE AN AIR -TIGHT ENCLOSURE. MODIFIER A: NO INSULATION & COLD -FORMED FURRING ILO B-FRAMING THERMAL SPACER 9. UUPONT NFPA 285: SEE SHEET A0 14 FOR ASSEMBLY DETAI S. 10. UL U425: SEE SHEETS A0.12 & A0.13 FOR ASSEMBLY DETAILS. FIRE RATED WALLS: 1. SEAL ALL EDGES AND INTERSECTIONS WITH FIRE CAULKING. 2. C'nVFR ALL RECESSED DEVICES WITH FIRE PROTECTIVE COVERINGS TO MEET THE LISTING SOURCE AND AHJ REQUIREMENTS. 3. INSTALLALL MATERIALS IN STRICT ACCORDANCE WITH THE PUBLISHED REQUIREMENTS OFTHE LISTING SOURCE, INCLUDING BUT NOT LIMITED TO: STUD GAGE AND SPACING, FASTENER SIZE AND SPACING; ORIENTATION OF GYPSUM WALLBOARD; OFFSETS OF JOINTS BETWEEN ADJACENT LAYERS OR OPPOSITE SIDES OF WALL, BRIDGING AND CROSS BRACING. 4. REFER TO THIS SHEET FOR DETAILED INFORMATION FROM LISTING SOURCES. 5. RATING SOURCE REQUIREMENTS INDICATE MINIMUM TO ACHIEVE RATING; HOWEVER ADDITIONAL LAYERS, OR THICKER LAYERS, OF GYPSUM WALLBOARD OR SHEATHING MAY BE SHOWN TO MEET PROJECT REQUIREMENTS. ACOUSTICALLY RATED WALLS: 1. SEAL ALL PENETRATIONS, EDGES AND INTERSECTIONS WITH ACOUSTIC OR FIRE RATED ACOUSTIC SEALANT. 2. WRAP BACKS OF ALL RECESSED DEVICES WITH ACOUSTIC PADS. TABLE C402.1.3 OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS, R-VALUE METHOD" y CLIMATE ZONE 5 AND MARINE 4 All Other Group R Rmif% Insulation cntircly abovc dcck R ; SCI %% all., above Gradc \las.. R-9.5` ci R-13.3c► Stccl framed R-13 + R-10ci R-19 - R-8.5ci Wood framed and other R-21 in[ R-2 l int 9Q81 r�� a f OF VA _. 1- 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N CD 00 Cr z V) 0 Z z O� >a W z z L.L O OJ O 0 � z Olw/1 00 CD >_ O� OC? N CD J o r O CD O = Z N z w N Q � REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 B 12.18.21 City Comments #02 4 01.03.22 Addendum #03 C �02.08.22 City Comments #03 EXTERIOR ASSEMBLIES CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 UL U425 BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United S BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information.for Fire -resistance Ratings - ANSI/QL 263 Certified for United States Design Criteria and Allowable Variances See General Informationfor Fire Resistance Ratings - CAN/ULC,-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U425 June 10, 2021 Bearing Wall Rating - 3/4 Hr., 1, 1-112 or 2 Hr. (See Items 2, 4 and S) This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used - See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. INTERIOR OR EXTERIOR WALL (FIRE FROM EITHER SIDE), SEE TABLE I OPTIONAL- EXTERIOR FACINGS OUTLINED IN ITEM 5 ?. Steel Studs - Min 3-1/2 -in. wide, No. 20 MSG (0,0329 in,, min bare metal thickness) corrosion protected cold formed steel studs designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall asserribly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in- OC (or 16 in, OC when Item 5b is used), Studs attached to floor and ceiling tracks with 112 in. long Type S- 12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications, 2A. Steel Studs - Framing Members* - In lieu of Item 2 - Min 3-1/2 in. wide, No. 20 MSG (0.0329 In., min bare metal thickness) corrosion protected cold formed steel studs designed in accordance with the current edition of the Specification for the Design of Cold-Forr-ned Steel Structural Members by the American Iron and Steelinstitute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel StLjd designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC (or 16 in. OC when Item 5b is used). Studs attached to floor and ceiling tracks with 112 In. long Type S-1 2 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. EB METAL INC - NITROSTUD 2B. Steel Studs - Framing Members' - It) lieu of Item 2 - Min 3-5/8 in. wide, No- 20 MSG (0-036 in. min- thickness) corrosion protected cold formed steel studs designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC (or 16 in. OC when Item 5b is used). Studs attached to loor and ceiling tracks with 112 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. BAILEY METAL PRODUCTS LTD 3. Lateral Support Members (Not Shown) - Where required for lateral support of studs, support may be provided by means of steel straps, channels or other similar means as specified in the design of a particular steel stud wall systern. 4 Gypsum Board* -Any 112 in. thick UL Classified Gypsum Board that is eligible for use in Design No. X515. Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U30S. Gypsum board bearing the UL Classification Marking as to Fire Resistance. Applied vertically withioints between layers staggered. Outer layer of 3 layer construction may be applied horizontally unless specified below- The thickness and number of layers and percent ofdesignload for the45 min, 1 hr, 1-112 hr and 2 fir ratings are as follows: TABLE I Interior or Exterior Walls (Fire From Either Side) Wallboard Protection Both Sides of Wall - No. of Layers & Thkns % of Rating of Board In. Each Layers Design Load 45 rnm I layer, 112 in. thick 100 1 rir 1 layer, 5/8 in. thick 100 p1-112 h:r 2 layers, 112 in. thick 100 2 iir 2 layers, 5/8 in. thick or 80 AMERICAN GYPSUM CO! View Classification), - CKNX.R1 4196 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO i Classifi(ation�- CKNX,R19374 I - CKNX.R2S370 CABOT MANUFACTURING ULC (yi�ew Classificationi. CEIRTAINTEED GYPSUM INC (View Classification� - CKNX,R3660 CGC INC.(Vieyy Classification), - CKNX.R1 9751 CERTAINTEED GYPSUM INC ""View Classifi(ation). - CKNX.R18482 GEORGIA-PACIFIC GYPSUM L L C ( . View Classification), - CKNX.R2717 LOADMASTER SYSTEMS INC iew Classification).- CKNX.R1 1809 NATIONAL GYPSUM CO iVievv C lassif i cation)_ - Riyadh, Saudi Arabia - CKNX1 5208 NATIONAL GYPSUM CO (View Classification) -CKNX.R3501 PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM (View Classification)-- CKNX.R7094 PANEL REY S A (View Classification),-CKNKR21 i96 SIAM GYPSUM INDUSTRY (SARABURI) CO LTD (View Classification)= CKNXR19262 THAI GYPSUM PRODUCTS PCIL (View Classification), - CKNX.R27517 THE SIAM GYPSUM INDUSTRY (SONGKHLA) CO (View Classification).- CKNX.R40305 UNITED STATES GYPSUM CO,iViewClassificatioii),-CKNX.Rl3l9 USG BORAL DRYWALL SFZ LLC "View Classification). - CKNX.R38438 USG MEXICO S A DIE C V (Vie%y Classificafion� - CKNX.R16089 4A. Gypsum Board - Nom. 3/4 in. gypsum board applied vertically with Joints between layers staggered. The thickness and number of layers and percent of design load for the 2 hr ratings are shown in the table above. CGC INC -Types AR, IP-AR, IP-X3, or ULTRACODE UNITED STATES GYPSUM CO -Types AIR, IP-AR, IP-X3, or ULTRACODE USG BORAL DRYWALL SFZ LLC -Type UI.TRACODE USG MEXICO S A DE C V - Types AR, IP-AR, IP-X3, or ULTRACODE 4B. Gypsum Board* - (As an alternate to Item 4) - Nom. 5/8 in. thick gypsurn panels, with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal buttjoints on opposite sides of studs on Interior walls need not be staggered. Hor-17ontal edge joints and horizontal butt joints in adjacent layers on Interior v.ialls (multilayer systems) staggered a min of 12 in. GEORGIA-PACIFIC GYPSUM L L C - GreenGlass Type X, Type DGG NATIONAL GYPSUM CO - Type FSW-6. CERTAINTEED GYPSUM INC - GlasRoc 4C. Gypsum Board* - (As an alternate to Item 4) - 5/8 in. thick, 4 ft- wide, paper surfaced applied vertically only and secured as described it) Item 6. GEORGIA-PACIFIC GYPSUM L L C - Type X ComfortGuard Sound Deadening Gypsum Board. NATIONAL GYPSUM CO - T-;pe �B%VR 4D- Wall and Partition Facings and Accessories* - (As an alternate to Itern 4) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4 PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type QuietRock ES. 4,-. Wall and Partition Facings and Accessories* - ( ' As an alternate to Item 4) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type QuietRock 527. 4F. Gypsum Board* - (As an alternate to 5/8 in. Type FSW in Itern 4) - Nom. 5/16 in. thick gypsurn panels applied vertically. Two layers of 5/16 in. for every single layer of 5/8 in. gypsum board described in Item 4. Horizontal joints on the same side need not be staggered. Inner layer of each double 5/16 in. layer attached with fasteners, as described in item 4, spaced 24 in. OC. Outer layer of each double S/1 6 in. layer attached per Itern 4. NATIONAL GYPSUM CO -Type FSW. 4G. Wall and Partition Facings and Accessories* - (As an alternate to 5/8 in. thick board as Outlined in Item 4) - Nominal 1-3/8 it). thick, 4 ft wide panels, applied vertically or horizontally. Fastened to Studs as described in item 6. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - QuietRock S45 5. Gypsurn Boards - For exterior walls, Rating from Interior Side Only - 112 or 5/8 in. thick Classified or unclassified gypsum boards applied vertically and attached to studs and runner tracks with 1 in. long Type S-12 bugle head screws spaced 12 in. OC. along studs and tracks, One of the following exterior facings are to be applied over the gypsum board. a. Siding, Brick, or Stucco - Aluminum siding, steel siding, brick veneer, or stucco attached to studs over gypsum sheathing and meeting the requirements of local code agencies. When a min 3-3/4 in. thick brick veneer facing is used, the Exterior Wall Rating is applicable with exposure on either face- Brick veneer wall attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. When a min 3-3/4 in. thick brick veneer facing is used, Foamed Plastic (item 10) may be used. SEE SHEET An 1 -� FOR CONTINUED ASSEMBLY DESCRIPTION It OF AV". 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. CD 00 0-) Z V) 0 F--- o Z 0 < LU Z LL 0 Z 0 > LU 0 0 LU > _J to 00 00 CD 0 0 �L (14 CD 0 c) 0 Z C:) < LU REVISION DATE REASON FOR ISSUE A 08.20.21 CityComments#01 EXTERIOR ASSEMBLIES - DATA SHEETS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 b. Cementitious Backer Units* — 112 or 5/8 in. thick, attached vertically or horizontally to steel studs over gypsum sheathing with 1-5/8 in. long, Type S-12, corrosion resistant, wafer head steel screws, spaced 8 in, OC. Studs spaced a may of 16 in. OC. Joints covered with glass fiber mesh tape. UNITED STATES GYPSUM CO —Type DCB NATIONAL GYPSUM CO— Type PerrnBase, or DuraBacker Fiber -Cement Siding — Fiber -cement exterior sidings ng smooth arid patterned panel or lap siding. d. Molded Plastic�' — Solid vinyl siding mechanically secured to framing members in accordance with manufacturer's recommended installation details. ALSIDE, DIV OF ASSOCIATED MATERIALS INC e. Wood Structural Panel or Lap Siding — APA Rated Siding, Exterior, plywood, OSB or composite panels with veneer faces and structural wood core, per PS 1 or APA Standard PRP-108, including textured, rough sawn, medium density overlay, brushed, grooved and lap siding. f. Building Units* — (Not Shown) — 3 in. thick 18 x 24 in. cellular glass blocks, applied to the gypsum board (Item 5) with PC 88 adhesive or fastened with F anchors spaced a maximum 24 in. OC. F anchors fastened to framing members with 1-1/4 In. long #6 drywall screws. PITTSBURGH CORNING LLC — FOAMGLASS, T3 + Block, FOAMGLAS,-& T4+ Block, FOAMGLAS I,' S3 Block, FOAMGLAS F-' F Block 6. Fasteners — (Not Shown) — Screws used to attach wallboard to studs: self -tapping bugle head sheet steel type, spaced 12 in, O.C. First layer Type S-1 2 by 1 in. long for 112 arid 5/8 in. thick wallboards arid 1-1/4 In. long for 3/4 in. thick wallboard. Second layer Type S-12 by I-S/8 in. long for 112 and S/8 in. thick wallboards and 2-11/4 in. long for 3/4 in. thick wallboard- Third layer Type S-12 by 1-7/8 In. long- Fasteners when Item 4G is used: First layer #6 x 2 In. long drywall screw spaced 8 in- OC along the perimeter and 12 in. OC in the field. Second layer 06 x 4 in. long drywall screw spaced 8 ;n. OC along the perimeter and 12 in. OC in the field. Horizontal joints to be staggered 12 in, between layers. 7 Batts and Blankets* — Placed in stud cavities of all exterior walls, May or may not be used in interior walls, Any glass fiber or mineral wool batt material bearing the UL Classification Marking as to Fire Resistance, of a thickness to completely fill stud cavity. See Batts and Blankets* (BZJZ) Category for names of Classified companies. 7A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 7) — (100% Borate Formulation) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 lb/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3-5 lb/ft3, in accordance with the application instructions supplied with the prodLiCt. U S GREENIFIBER L L C — INS735, INS745, INS7SOLD for use with wet or dry application. INS765LD and INS773LD are to be used for dry application only. 7B. Fiber, Sprayed* — As an alternate to Itern 7 — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application irstructions supplied with the product, Nominal dry density of 4.58 lb/ft3. NU -WOOL CO INC — Cellulose Insulation 7C, Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 7) — Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 IbS/ft3. INTERNATIONAL CELLULOSE CORP — Celbar-RL 7D. Fiber, Sprayed* — (Optional) — As an alternate to Batts and Blankets (Item 7) — Spray applied mineral wool insulation. The fiber is applied with adhesive, at a minimum density of 4.0 pcf, to completely fill t�,e enclosed cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). AMERICAN ROCKWOOL MANUFACTURING, LLC —Type Rockwool Premium Plus 8. Joint Tape and Compound — (Not Shown) — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layer- Perforated paper tape, 2 in. wide, embedded in first layer of compound over alljoints of outer layer. 9, Furring Channels — (Optional, Not Shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 112 In. long Type S-12 steel screws. 10. Foamed Plastic* —:0.pticnal, Not Shown) For use with brick veneer as outlined in Item 5a - Maximum 2 in. thick rigid polystyrene insulation attached to studs with fasteners of I I . I . . . I . I � 'A � - . I I . I . . . . - . . I . . . I . . r r . I I . I . . I . I ATLAS MOLDED PRODUCTS, A DIVISION OF ATLAS ROOFING CORPORATION — Type TherrnalStar OWENS CORNING SCIENCE AND TECHNOLOGY, LLC 1 OA. Foamed Plastic* — (Optional, Not shown) — For use with brick veneer as outlined in Item 5a - Mortar drop protection - Foamed plastic with mot -tar control device attached, continuous, by drainage holes at bottom of air space behind brick veneer. OWENS CORNING SCIENCE AND TECHNOLOGY, LLC — WeepGuard 10B. Foamed Plastic* — Polyisocya nu rate foamed plastic insulation boards, any thickness, Classified in accordance with BRYX and / or CCVW. May be used with any exterior facing shown Linder items Sa, Sc, 5d and 5e. ATLAS ROOFING CORP — "EnergyShield Pro Wall Insulation', "EtiergyShield Pro 2 Wall Insulation", EnergyShield CGF Pro and EnergyShIeld Ply Pro CARLISLE COATINGS & WATERPROOFING INC — Type R2+ SHEATHE DUPONT DE NEMOURS, INC. — Type Thermax Sheathing, Thert-nax Light Duty Insulation, Thert-nax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermay XARMOR cl Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP), TUFF-R"' ci Insulation, Thermax Butler Stylwall Insulation Board arid Thermax Morton Heavy Duty Insulation Board FIRESTONE BUILDING PRODUCTS CO L L C — "Enverge"' Cl Foil Exterior Wall Insulation" and "Enverge"' Cl Glass Exterior Wall Insulation" HU NTER PANELS, A DIVISION OF CARLISLE CONSTRUCTION MATERIALS, LLC — Type "Xci-Class A"," Xci 286", "XcI Foil (Class A)", "Xci CG", "Xci Foil", ' Xci CG NH", "Xci Foil NH" RMAX, A BUSINESS UNIT OF SIKA CORPORATION — 7ypes "TSX-8500', "ECOMAXci FR", "TSX-8510", "ECOMAX xi FR White", "ECOMAXci", "ECOMAXci FR Air Barrier", "Thermasheath-XP "Thermasheatn", "Durasheath", 'ThermasheaTh-3', "Durasheath-3 JOHNS MANVILLE —Type "AP Foil -Faced Foam Sheathing" 10C_ Building Unit* — Polyisocyanurate foamed plastic composite insulation boards, any thickness, Classified in accordance with BZXX. May be used with any exterior facing shown Linder items 5a, 5c, 5d and 5e. HUNTER PANELS, A DIVISION OF CARLISLE CONSTRUCTION MATERIALS, LLC —Type "Xci NB" and "Xci Ply" LAMINATORS INC — Type "Ornega ci" RMAX, A BUSINESS UNIT OF SIKA CORPORATION — Types TherrTiasheath-SI, ECOBASEci, ECOMAXci FR Ply, ThermaBase-Cl, "ECOMAXcl Ply'', attached to studs with Type S screws long enough to perietrate the studs a imminum of three threads. 10D- Foamed Plastic* — (As an alternate to Item 10 - Not Shown) — Expanded polystyrene insulation installed to a maximum nominal density of 2.0 lb/ft2. BASF CORP STYRENIC FOAMS DIV — — Type Neopor 7" Series 10E. Foamed Plastic* — (Optional, As an alternate to Item 10 - Not Shown) — Spray applied, foarned plastic Insulation, at any thickness, Classified in accordance with CCVW. May be used with any exterior facing shown under items 5a, 5c, 5d and 5e. CARLISLE SPRAY FOAM INSULATION —Types SealTite Pro Closed Cell (CC), SealTite Pro Open Cell (OC), SealTite Pro OCX, SeaITIte Pro No Trim 21, SealTite Pro One Zero, Foamsulate Closed Cell, Foarnsulate OCK Foarnsulate 70, and Foarnsulate HFO. 11, Cementitious Backer Units* — (Optional, Not Shown - For Use as an additional layer over required gypsum boards) - 7/16 In., 112 In., 5/8 in., 3/4 in. or 1 in. thick, min, 32 in. wide.- Applied vertically or horizontally with verticalJoints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a r-ninimurn o' 3/8 it). spaced a max of 8 in, OC. When 4 ft. wide boards are used, horizontaljoints need not be backed by framing. NATIONAL GYPSUM CO — Type DuraBacker, PermaBase, DuraBacker Plus, or PermaBase Plus 12. Wall and Partition Facings and Accessories* — (CLBV) (Optional, Not Shown) — For use with Item 1, Items 2 and 2A, Item 3, Item 4 to 4B, Itern 6, Item 7, Item 8 and Item 9. For maximum fire rating of 1 hour. On one side of the wall, over the first layer of Gypsum Board (Item 4 to 4B), install RefleXor membrane with the gold side facing outwards. Membrane installed with T50 staples spaced 12 inches on center in both directions as per manufacturer's Instructions, seams in membrane to be overlapped by2 inches. When RefleXor membrane is used an additional layer of Gypsum Board that is identical to the one used in the first layer and as specified in Item 4 to 4B shall be installed overthe membrane. The additional layer of Gypsum Board to be installed through the membrane to the stud as specified in Item 4 to 4B except the fastener length shall be increased by a minimum of S/8 inch. Install Batts and Blankets in the stud cavity as per Item 7. On the other side of the wall prior to the installation of the Gypsurn Board install Resilient Channels , 25 MSG galv steel, spaced vertically 24 in, CIC, flange portion screw attached to one side of Studs with 1-1/4 in. long diamond shaped point, double lead Phillips head steel screws. Over the Resilient Channels install 3/4 inch thick SONOpan panel secured to the Resilient Channels with min. 1-1/4 in. long drywall screws and washers spaced at 16 in, OC on the perimeter of the panel and 8 -in, OC in the field of the panel. Over the SONOpan panel install the same Gypsum Board as specified in Itern 4 (or 4 alternates) with the fastener length increased by minimum 3/4 inch. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. Alternately, on the other side of the wall prior to the installation of the Gypsum Board (Item 4), Install 3/4 in. thick SONOpan panels, secured to one side of studs either horl7ontally orvertically, Panels secured to each stud with rnin. 1-1/4 In. long drywall screws spaced 12 in- OC. Over the SONOpan,. install 25 MSG galv steel, Resilient Channels, spaced vertically 24 it). OC. Resilient Channels fastened through panels to each stud with min. 2 in. long drywall screws or self -tapping screws. Over the Resilient Channels -install Gypsum Board as specified in Item 4 (or4 alternates) with drywall screws as specified in Item 6. Panels not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. MSL — RefleXor membrane, SONOpan panel. 13, Wall and Partition Facings and Accessories* — (Optional. Not Shown ' I - When the Wall Assembly is used as an External Wall, on the External side of the wall one of the following Wall and Partition and Facing Accessories may be used, refer to items (A) to (C) below. A. Non Insulated System with Metal Channels — Install moisture barrier over the Gypsum Board Item 4 and Install Acry Metal Channels vertically at a horizontal spacing not greater than 24 inches OC over the moisture barrier- Acry Metal Channels attached through the moisture barrier and the Gypsum Board to the Steel Studs Item 2 using fasteners specified by the manufacturer and fasteners spaced max., 24 in. OC. Install Acrytec Panels on Acry Metal Channels using 1-1/4" long corrosion coated stainless steel screws spaced at a max spacing of 24 inches OC, along with manufacturer's approved adhesive (3M 540 or Tremco Vulcum 116). Adhesive to be applied in a zigzag pattern along every channel, Joint treatment in between panels shall be Tremco illi-nod 600 pre compressed polyurethane foam sealant. B_ Insulated System with Metal Channels — Install moisture barrier over the Gypsum Board Item 4. Install galvanized Z girt channels specified by the manufacturer over the moisture barrier and the Gypsurn Board Item 4. Z girt channels to be installed horizontally at a max. spacing of 24" OC. Z girt channels attached through the Gypsum Board and the moisture barrier to the Steel Studs Item 2, with screws provided by the manufacturer at a max spacing of 24 inches OC. Install mineral wool insulation between the Z girts. Maximum thickness of mineral wool insulation not to exceed 6 it). As per manufacturer's instructions install Acry Metal Channels vertically over the Z girts at a max horizontal spacing of 24 in. OC. Acrytec Panels installed on Acry channel with 1-11/4" long corrosion coated stainless steel screws at a max spacing of 24 in. OC, along with manufacturers approved adhesive (3M 540 or Tremco Vulcum 1 16)_ Adhesive to be applied in a zigzag pattern along every channel- Joint treatment in between panels to be Tremcci illmod 600 pre compressed polyurethane foam sealant. C_ Non Insulated Wood Strapping System —Install moisture barrier over the Gypsum Board Item 4 and Install 1 " x 3" wood strapping vertically at a horizontal spacing not greater than 24 inches OC., over the moisture barrier. 1" x 3" wood strapping attached through the moisture barrier and the Gypsum Board to the Steel Studs Item 2, using fasteners specified by the manufacturer and fasteners spaced max., 24 in. OC. Acrytec Panels to be installed on the 1" x 3" wood strapping using manufacturers approved stainless steel fasteners spaced at maximum 24 inches OC along with Tremco Vulcum 116 adhesive applied in a zigzag pattern along every wood strap. Joint treatment in between panels to be Tremco, illmod 600 pre compressed polyurethane foam sealant. D. Insulated Wood Strapping System — Install moisture barrier over the Gypsum Board Item 4. Install Extruded Polystyrene Insulation over moisture barrier, max thickness of insulation not to exceed 4 inches. Install I` x 3" wood strapping vertically at a horizontal spacing not greater than 24 inches OC. Wood strapping attached through the Insulation, the Gypsum Board and moisture barrier to the Steel Studs Item 2 using fasteners specified by the manufacturer and fasteners spaced max- 24 in. OC. Acrytec Panels to be installed over the wood strapping using manufacturers approved stainless steel fasteners at a max spacing of 24 in. OC and Tremco Vulcum 116 adhesive applied in a zigzag pattern along every wood strap. Joint treatment in between panels to be Tremco illmod 600 pre compressed polyurethane foam sealant. ACRYTEC PANEL INDUSTRIES — Nominal 5/8 inch thick Acrytec Panel Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2021-06-10 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. CD 00 0-) Z V) 0 Z 0 LU 0 Z ILL 0 0 > _J LU Q� 0 Z 0 LU > _J to 00 00 CD 0 0 �L N 0 CD r\J J 0 0 c) Z C:) < LU REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 EXTERIOR ASSEMBLIES - DATA SHEET CONTINUED CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 DUPONT NFPA 285 - ASSEMBLY - DESIGN Code Update 4DUPONt► NFPA 285 Compliant Wall Assemblies With DuPont ` TyvekCommercia[ Air and Water Barrier Systems I. Base Wall System 1. Concrete Wall 2. Concrete Masonry Wall (CMU) 3. Standard Clay Brick Wall 4. Adobe Block Wall 5. Wood Studs (untreated or Fire Retardant Treated-): nominal2"X4" or greater (24" on center maximum) a. Interior wallboard: minimum of 1 layer of 5/8" Type X gypsum on interior face of studs b. Interior vapor barrier (optional):1 layer of maximum 6 mil thick polyethylene plastic or equivalent can be applied Note: Consider climate zone requirements and moisture resistant wall assembly design before installation. c. Cavity insulation: None or any noncombustible insulation (faced or unfaced) d. Exterior Sheathing: Any thickness of plywood or OSS (untreated or Fire Retardant Treated-) on exterior face of studs', OR • Minimum 5/8" thick Type X gypsum on exterior face of studs 'Minimum 5/8" thick Type X sum must be installed over / c u YP 9YP plywood or OSB when installed on exterior face of studs e. Top plates. Minimum of two top plates at floor lines. " For Fire Retardant Treated (FRT) framing or sheathing, ensure chemical compatibility with other wall assembly components. 6. Steel Stud Framed Wall: minimum 20-gauge, 3-5/8" studs, with lateral bracing every 4 feet vertically (24" on center maximum) a. Interior wallboard: minimum of 1 layer of 5/8" Type X gypsum wallboard on interior face of studs b. Interior vapor barrier (optional): 1 layer of maximum 6 mil thick polyethylene plastic or equivalent can be applied Note: Consider climate zone requirements and moisture resistant wall assembly design before installation. c. Cavity insulation: None or any noncombustible insulation (faced or unfaced) d. Floorline firestopping (Required for curtainwall construction): 4 lb./cu. ft. mineral wool (e.g. Thermafiber') in each stud cavity and at each floorline - attached with Z-clips or equivalent e. Exterior sheathing: None or minimum 5/8" thick, Type X gypsum sheathing installed on exterior face of studs (Note: Minimum 5/8" thick Type X gypsum gypsum must be installed on exterior face of studs when combined with Extruded Polystyrene Foam Insulation (XPS) as the continuous insulation layer.) II. Air and Water Barrier Applied to base wall OR over exterior insulation 1. None 2. [DuPont' Tyvek`CommercialWrap' 3. DuPont" Tyvek' CommercialWrap' D 4. DuPont'" Tyvek' ThermaWrap" LE 5. DuPont" Tyvek' Fluid Applied WB+'""'': Nominal 25 wet mil thickness. NOT to be applied OVER exterior insulation. Note: Any air and water barrier to be installed in accordance with manufacturer installation instructions. Flash windows, doors, and other exterior penetrations with asphalt, acrylic, or butyl -based flashing tape amaximum 12" width. Use e primer when applicable, unless otherwise noted by flashing manufacturer. DuPont" Tyvek' Fluid Applied Flashing and joint Compound+ can be used with Air and Water Barrier #5. 1 III. Drainage Mat Applied to I. Base Wall, or II. Air and Water Barrier, or IV Exterior Insulation 1. None 2. DuPont' Tyvek' DrainVent" Rainscreen-limited to use as: a. Must be used in conjunction with any air and water barrier in Section II. Note: DuPont'-Tyvek' Fluid Applied WB+'- NOT to be installed directly over Tyvek' DrainVent". b. Exterior Claddings #1-#11 in Layer V when no air gap is present between the veneer and the Tyvek' DrainVent". IV. Exterior Insulation 1. None 2. Any unfaced noncombustible insulation 3. DuPont-Thermax" Brand Polyisocyanurate Insulation: Total thickness to be a minimum of 5/8" to maximum of 4.25" a A maximum of 3" total thickness can be used with Exterior Cladding (#4, #5, and #7). b. A maximum of 4.25" total thickness can be used with Exterior Cladding (#1, #2, #3, #6, #8, and #9). 4. DuPont" Styrofoam' Brand Extruded Polystyrene Foam Insulation (XPS), or other XPS brands complying with; - Type IV per ASTM C578: Total thickness to be a minimum of 1/2" to maximum of 3". On insulation joints, an asphalt or butyl -based flashing tape with a 4" maximum width can be used. Use any header treatment shown in NFPA 285 Window Head Detail Options, Figures 1-6 for all window and door openings in the exterior wall. 5. Note: When Thermax" Brand Insulation or Styrofoam- Brand Foam Insulation is used as Exterior Insulation, all exterior insulation joints, through -wall penetrations, window, and door openings can be flashed with one of the following: a. DuPont" LiquidArmor" CM Flashing and Sealant -max. 60-mil wet thickness, max. 5-inch width b. DuPont- LiquidArmor' LT Flashing and Sealant- max. 35-mil wet thickness, max. 5-inch width c. DuPont' LiquidArmor" QS Flashing and Sealant -max. 60-mil wet thickness, max. 5-inch width d. Great Stuff Pro --Use on joints that are s1/4-inch, vertical joints must be staggered & remove significant excess from face of Thermax" V. Exterior Cladding 1. Brick Standard nominal 4" thick, clay brick. Use standard brick veneer anchors installed maximum 24" on center vertically on each stud with a 2" maximum air gap between exterior insulation and brick. 2. Stucco Minimum 3/4" thick, exterior cement plaster and lath. An optional secondary water -resistive barrier can be installed between the exterior insulation and the lath. The secondary water -resistive barrier shall not be full -coverage asphalt or butyl- based self- adhered membranes. (Can not be combined with Exterior Insulation: #4-XPS) 3. Stone Veneer Minimum 2" thick, limestone or natural stone veneer or minimum 1-1/2" thick cast artificial stone veneer. Any standard installation technique can be used. 4. Fiber Cement Siding or Panels (noncombustible) Any standard installation technique can be used. (Can not be combined with Exterior Insulation: #4-XPS) S. Metal Exterior Wall Coverings Including but not limited to steel, aluminum, and copper installed using standard installation techniques. (Can not be combined with Exterior Insulation: #4-XPS) 6. Terracotta Cladding Use any terracotta cladding system in which terracotta is minimum 1-1/4" thick. Any standard installation technique can be used. 7. Metal Composite Material (ACM/MCM) Use any ACM/MCM system that has been successfully tested by the panel manufacturer via NFPA 285 test method. (Can not be combined with Exterior Insulation: #4-XPS) B. Concrete Masonry Units (CMU) Minimum 2" thick CMU, with a 2" maximum air gap between exterior insulation and CMU. 9. Concrete Panels or Precast Concrete Minimum 15' thick panel, with a 2" maximum air gap between exterior insulation and concrete panel. 10. Insulated Concrete Sandwich Panels Minimum 2" outer and inner faces. Maximum 2" air gap between panel and wall system. Note: All exterior veneer/cladding systems must be installed in accordance with manufacturer's installation instructions and with applicable building codes. 11. Tab II Plus Wall System Minimum 1/2" thick thin brick veneer applied to a steel panel with Tabs II Mastic and Type S mortar. NFPA 285 Window Head Detail Options for All Exterior Window and Door Openings Tyvek WRB and XPS Continuous Insulation Figure 1: NFPA 285 Head Detail Option 1 1 - I�� ( I Nadax Nv' J I - �� MOaTNanniNND ,.wISAa r ",-vD�Arxnn,.,"Iwn �.� YT-r-rn-1-1 ' I� ',', �rzdo.- -„ate nnan,n• Min, n,.l A4vmJi,v M1' �-�vN w. Figure 3: NFPA 285 Head Detail Option 3 Figure 2: NFPA 285 Head Detail Option 2 rs,d AnswS"am P,ec•s s.Y++l.,.d rywvy Figure 4: NFPA 285 Head Detail Option 4 v vrlxgx .P o,n..�Lr1.Ka rw.v xupnlY� n ry.N.'Hud - K.x-NNlrl.n..d P.e.a'ar.,l Tyvek WRB and XPS Continuous Insulation (coot.) Figure 5: NFPA 285 Head Detail Option 5 Figure 6: NFPA 285 Head Detail Option 6 d'g.xn tletld�ny I I _. _oDRxd TP+w•nud I_ dNnDdvA.' /lnnanvny naD,Nd steel Stud Raining I t7 •� up is a'xPS Peuuuyn r _ l lid_ _woo nee Sahny yr type x , GYCk End Odin TGVDyynft" Floninq win •% /�/ Dfb F-0gPmY Dtr 1 _ smd tmlel OuPoeY!'Sealant for Ty+ek' Fluid Applied system --: DuPont Sed Adheres ilashing� Tyvek WRB and Thermax Brand Insulation Figure 7: NFPA 285 Head Detail Option 7 t-w Snalr.Dn cic -� tdlr"hd"ry d � d' 1-' em Ileadr K45nxk Lrsf,n1d Sri. )' TVEx' T.. w [.Nti sw Adnmad nanny Tyvek WRB and Thermax 'Brand Insulation (coat.) Figure 9: NFPA 285 Head Detail Option 9 OMNI'.I ■9111 I goal 1 'I goal MEMO MOON ■om1 ■om1 SEEN 1111111111 INA MEN Moo, MEMO P-121 V ■om1 -iiii / �j11��. _1lli::i �I Figure 8: NFPA 285 Head Detail Option 8 ,9,Dxg+'fmDandom vDDn exu",o, claDargl G�ve*sra'rnv Tvye �1 GyD:.m vanaurrd nWEx•cdnmv .-V camm.rcutwv,v o W T. "X GR,m J \ Wdaaaa .D Acni Pa-tl hrtMor Svnam vxr Cnpnbah,rh,e,ndm. ShtlFrarxnd sor.lswdr MlnlD'uD 31n oPPmat-oc.a ' C,xdwP Plwgal Lalernl w., x'Qy _*1 Taodw R- wxx'see Adnu rw t ia:n,nq 6'SWV ea,-dar W .� Studs watCNnnNslns011ed rx,ndariw..D weeanmrndmam / Nium,num Dro �i, �,IxPr�,y�p Du "Stir Adnned zV 3'IVVEx'TeDe o. Uu S.Ir a�rnd rla,nm 5,�, �Px>•�y wm"�<a na' c�ndea Iwdr,a vrnIX'C dal.rae (dmmer<kwrp' n PR 1KN PaietEnenw Sysmn nv alh,a ai,nl..+.+m kud nan„y covnm rlm.y a WDd6a:arlae,ny .,ti Sall pdne,e0 nashlny -.I,vw-, Alu,anum.Om CaD a Proocrn.oPlmxg 5" 1I.hi For additional NFPA 285 compliant wall assemblies utilizing DuPont' Tyvek' Commercial Air and Water Barrier products, referenced from other assembly component manufacturers, please call 1-800-448-9835 or visit building.dupont.com. DuPont- Various NFPA 285 Complying Exterior Wall Constructions Using DuPont" Tyvek•. HAI Project No. 1j1800088.000 Dated August 14, 2012, HAI Project No. 111B00088.000a Dated April 22.2013, HAI Project No. 111B00088,000b Dated April 23, 2013, and HAI Project No, 111800088,002 Dated April 22, 2015. 40UPONTO. For more information visit building.dupont.com or call 1-800-448-9835 This Information is based on technical data that DuPont believes to oe reliable It Is subject to revlgon as additional knourtedge and experience are gained. DuPont makes no guarantee of results and assumes no obligation of liability in connection with this information. it is intended for use by persons having technical skill for evatuacion under their specific end -use conditions at their own discretion and rl Since condit ons of use are outside our comno WE MAKE NO WARRANTIES EXPRESS OR IMPLIED; WITH OUR LIMITATIONS NO WARRANTIES OF MERCHANTABR!TY OR FITNESS sk t R U F APARTICULAR SE ANDA SUME LIABILITY CONNECTION WITH A Y E F THIS INFORMATION. ORU S NO NN USE 0 S This information Is not Intended as a license to operate under or a recommendation to infringe any patent or technical information of DuPont or others covering any material or Its use DuPont'. the DuPont Oval Logo, ano all trademarks and service marks denoted •with'' or a are owned by affiliates of DuPont de Nemours Inc unless otherwise noted A 7020 DuPont. 43-D100443-enNA-O'120 COP 91281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 (V O 00 M Z V� 0 Z Z O 0 V w o Z LL O Z OJ o O 0 z O ; J00 �00 o O� O N O A O I� 1 O Z N Z � QN aws REVISION DATE REASON FOR ISSUE B 12.18.21 City Comments #02 C 02.08.22 City Comments #03 NFPA - 285 ASSEMBLY CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER A0.1 I FAI CONCRETE - 03 5/8" GYPSUM WALLBOARD - TYPE X 1 " Z-GIRT @ 16" O.C. CAST -IN -PLACE CONCRETE, SEE STRUCTURAL 2-HOUR P1 - L2 ELEVATOR/ STAIR SHAFT & SHEAR WALL FIRE RATING / SOURCE: 2 HOUR / TABLE 721 *1121 ITEM 4-1,1 3G91 STC RATING /SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: 3Ke1 5/8" GYPSUM WALLBOARD - TYPE X I " Z-GIRT @ 16" O.C. CAST -IN -PLACE CONCRETE, SEE STRUCTURAL 1 " Z-GIRT @ 16" O.C. 5/8" GYPSUM WALLBOARD - TYPE X 3-HOUR SHEAR WALL FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(2) ITEM 4-1.1 STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: 5/8" GYPSUM WALLBOARD - TYPE X I " Z-GIRT @ 16" O.C. CAST -IN -PLACE CONCRETE, SEE STRUCTURAL BENTONITE WATERPROOF I 3-HOUR WALL WITH BENTONITE WATERPROOFING FIRE RATING/ SOURCE: 3 HOUR/ TABLE 721.1(2) ITEM 4-1.1 3 G STC RATING /SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: MASONRY - 04 CONCRETE MASONRY UNIT *GROUT SOLID WHERE REQUIRED BY STRUCTURAL CMU -2 @ L1 & PI FIRE RATING / SOURCE: 3 HOUR / WBSC TABLE 721.1(2) 3-1 B492 STC RATING /SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: WOOD - 06 5/8" GYPSUM WALLBOARD - TYPE X 1/2" PLYWOOD SHEATHING 2 x 6 WOOD STUDS @ 24" O.C. w/ INSULATION 1/2" RESILIENT CHANNEL S/8" GYPSUM WALLBOARD - TYPE X 0 0 U CORRIDOR/ DEMISING & SHEAR WALL FIRE RATING / SOURCE: I HOUR / GA WP 3242 6BU 1 STC RATING /SOURCE: 50-54STC/NRCCTL-93-098 CLEAR R-VALUE: CLEAR U-VALUE: 6G 2 LAYERS 5/8" GYPSUM WALLBOARD - TYPE X 1/2" PLYWOOD SHEATHING - WHERE OCCURS 2 x 6 WOOD STUDS @ 24" O.C. w/ INSULATION 1/2" RESILIENT CHANNEL 2 LAYERS 5/8" GYPSUM WALLBOARD - TYPE X 2-HOUR WALL FIRE RATING / SOURCE: 2 HOUR / GA WP 3825 - UL U301 STC RATING /SOURCE: 59 STC /PER CA DHS ASSEMBLY #1.2.2.5.5.3 CLEAR R-VALUE: CLEAR U-VALUE: 5/8" GYPSUM WALLBOARD - TYPE X WOOD STUDS @ 24" O.C. 5/8" GYPSUM WALLBOARD - TYPE X INTERIOR PARTITION W/O INSULATION FIRE RATING / SOURCE: 0 HOUR 6 A STC RATING / SOURCE: i CLEAR R-VALUE: CLEAR U-VALUE: METAL - 09 2 LAYERS 5/8" GYPSUM WALLBOARD - TYPE X 3 3/4" .1 1/2" METAL CH SHAFT FRAMING w/o INSULATION 1 " SHAFT LIN ER 2-HOUR SHAFT WALL FIRE RATING / SOURCE: 2 HOUR / GA WP 7065.5 5GSTC RATING /SOURCE: 50-54STC/RALT08-288B,10-10-08 CLEAR R-VALUE: CLEAR U-VALUE: 5/8" GYPSUM WALLBOARD - TYPE X NON-STRUCTURAL METAL STUDS w/o INSULATION 5/8" GYPSUM WALLBOARD - TYPE X 1 INTERIOR PARTITION W/O INSULATION FIRE RATING / SOURCE: 0 HOUR 5J 9 1 STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: 2 LAYERS 5/8" GYPSUM WALLBOARD - TYPE X 1/2" PLYWOOD SHEATHING - WHERE OCCURS 3 1/2" METAL STUDS w10 INSULATION 2 LAYERS 5/8" GYPSUM WALLBOARD - TYPE X I 2-HOUR WALL W/O INSULATION FIRE RATING /SOURCE: 2 HOUR/ GAWP 1530 5JI02 STC RATING /SOURCE: 50-54STC/AC11131a,7-14-64 I CLEAR R-VALUE: CLEAR U-VALUE: 5/8" GYPSUM WALLBOARD - TYPE X 3 1/2" NON-STRUCTURAL METAL STUDS w/o INSULATION 1 INTERIOR PARTITION W/O INSULATION FIRE RATING / SOURCE: 0 HOUR 5MASTC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: 5/8" GYPSUM WALLBOARD - TYPE X 5 1/2" NON-STRUCTURAL METAL STUDS w/ 3-1/2" GLASS FIBER INSULATION 5/8" GYPSUM WALLBOARD - TYPE X 1 -HR NON-STRUCTURAL METAL STUD WALL FIRE RATING / SOURCE: 1 HOUR / GA WP 1072 STC RATING /SOURCE: 45-49STC/NRCC816-NV,2-3-81 91 CLEAR R-VALUE: CLEAR U-VALUE: 5/8" GYPSUM WALLBOARD - TYPE X 3 1/2" NON-STRUCTURAL METAL STUDS w/o INSULATION INTERIOR PARTITION W/O INSULATION FIRE RATING / SOURCE: 0 HOUR 9M01 STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: 112" TILE BACKER BOARD 1/2" COLD -FORMED HAT CHANNEL . t INTERIOR FINISH @ CONCRETE COLUMN FIRE RATING / SOURCE: 0 HOUR 9M92 STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED GA FILE NO. WP 3380 1 1 GENERIC I FF OUR 40 to " STC - - GYPSUM WALLBOARD, WOOD STUDS IRE SOUND One laye(518" type X gypsum wallboard or gypsum veneer base applied parallel oral right angles to each side of 2 x 4 wood studs 16" o.c. staggered 8' o c on 2 x 6 wood plates with 6d coated nails. I 70"iting, 0 0915"shank 114* heads, 7"o c Joints staggered 24- on opposite sides Horizontal bracing required at rnid-heiight. (LOAD4BEARING) Thickness: 6 14" Approx Weight: 8 psf Fire Test, See WP 3605 (UL R13194.6 17-52. UL R2717-39 , 1 .20-66: UL R3501-52, 3-15-66. UL Design U305: ULC Design W301) Sound TeSL Estimated will_ 2 HOUR 55 to 59 51 C GA FILE NO. WP 3825 PROPRIETARY* FIRE SOUND GYPSUM WALLBOARD, WOOD STUDS Base layer 518* type X gypsum wallboard applied paraliel to each side of 2 x 4 wood studs 24' o.c. with 1-114* Type W drywall screws 8" o.c, Face layer 518- type X gypsum wallboard applied parallel to each side with 2" Type W drywall ALI screws 8" o.c. � Joints staggered 24" each layer and side. Sound tested with resilient channels 24" - o.c. on one side and 3-1,12- glass fiber insulation in the stud cavity. (LOAD - BEARING) Thickness: 6-118, PROPRIETARY GYPSUM BOARD App ox. Weight: 13 psf Fire Test: UL R 14196, 11 NK09957 American Gypsum Company LLC.. ............. 5,�W' RreBlocg Type X Gypsum Board 7-22-11, UL Design U301 Sound Test: RALTL11-164,7-12-11 WALLS AND INTERIOR PARTMONS, NONCOMBUSTIBIL GA FILE NO. WP 1072 GENERIC I I UR 45 to 49 STC L�:E SOUND GYPSUM WALLBOARD, STEEL STUDS One layer 5,8' type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 3-5iW, 18 md (25 ga.), steel studs 24' o.c. with 11" Type S drywall screws 15"o.c. at vertical joints and 12"o.c. at floor and ceiling runners and intermediate studs. Joints staggered 24" on each side and on opposite sides. Sound tested with 3- I.,2'glass fiber friction fit in slud space. (NLB) Thickness: 4-71r Approx. Weight: 6 psf Fire Test: See WP 1350 (FMWP-45,6-19-68; OSUI T-IT70.8-61; UILG 79T484. 9T500.79T497, Design W4115) SoundTest. NRCC 816-NV, 2-3-81 GA FILE NO. WP 1530 GENERIC I I 2 HOUR__L7 to 54 FSTC I FIRE SOUND GYPSUM WALLBOARD. STEEL STUDS Base layer 112" type X gypsum wallboard or gypsum veneer base applied 7 pare to each side of 1-518", 18 mil (25 ga.), ste stu 24 o.c. w 11" Type S drywall screws 12' o.c. Face layer V2" type X gypsum wallboard or gypsum veneer base applied parallel to each side with 1-518" Type S dry"all screws 12'o.c. Joints staggered 24" each layer and side. Sound tested verith 1-112' mineral fiber Thickness: 3-518" insulation stapled in slud space. (NLB) Approx. Weight: 9 psf Fire Test: LIC, 12-7-64 Field Sound Test: ACI 1131a, 7-14-64 GYPSUM WALLBOARD, STEEL STUDS B11111le layer 112' type X gypsum wallociard or gypsum veneer ba"_ applied parallel to each side of 2,ta- sloe; studs 24- 0 C with I- Type S drywail screws 24" a c Face layer I , 1 2 . type X gypsum wallboard or gyrAum veneer base anplied parallel to each si,'SP with lsiia* Type S drywall screws 12' o c Joints staggered 24- each layer and side Sound tested with 21!z* glass fiber fricticit fit in stud space. (NLB) 2 HOUR� 50 to 54 ST( FIRE J L SOUND Thickness 41,�* Approx. Weight- 9 psf Fire Test See WP 1545 (UC, 9-7-64, Ul BOT499 3-2"1 ULC Design W414) Sound Test NRCC 79&NV 2.2-4;1 2 HOUR 50 to 64 STC GA FILE NO. WIP 7065.5 PROPRIETARY' I L FIRE SOUND GYPSUM PANEL PRODUCTS, STEEL C-H, r�T, OR I STUDS One layer 1" x 24' proprietary type X gypsurn panels inserted between 2-M" floor and ceding runners with tab -flange section of 2-1/2" steel C-H, C-T, or I studs between panels. OPPOSITESIDE: Bass, layer 518' proprietary type X gypsum wallbrd applied parallel or at right angles to studs with 1" Type S drywall screws 24' o.c. Fam layer 5/8' proprietary type X gypsum wallboard applied parallel to studs with 1-5/8* Type S drywall screws 12" o.c. Thickness: 3-34" Sound tested with I-IZ mineral fiber insulation friction fit in stud spaces, (NLB) Approx. Weight: 8.5 psf Fire Test: UL R6937. 09CA38295, PROPRIETARY GYPSUM PANEL PRODUCTS 10-27-09, UL Design V493 Georgia-Pacific Gycii LLC 5'8- Tough RockS Fireguard X � Gypsum Board Sound Test: RAL TLOS-2888. 10- 10-08 1" DensGIass8 Shaffliner WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3244 1 1 GENERIC I H 50 to 54 STC Ff SOUND GYPSUM WALLBOARD. RESILIENT CHANNELS. MINERAL OR GLASS FIBER INSULATION, WOOD STUDS Resilient channels 16* o c attached at right anglies to ONE SIDE of 2 x 4 wood studs 16" oc with 11/4' Type S drywall screws Bass layer trv* type X gypsum wallboard of L gypsum veneer base applied at night angles to channels with I ' Type S drywall screws 8, o,c with vertical joints located midway between studs. Face layer ks' type X gypsum wallboard of gypsum venee base applied at right angles to channels with 15�e'Type S drywall screws 8* o c Face' layer pnts offset 16' from base layer joints 3" mineral of glass fiber insulatx>n in stucl space OPPOSITE SIDE One layer "ho type X gypsum wallboard or gypsum veneer base applied Thickness 6' parallel or at right an" to studs with 6d criment coaled raits, 174- long 0 091 5'shank Approx Weight 9 psf -'heads 7' o c Fire Test Based on UL R 14196 Vertical pints staggered 16' on opposite sides (LOAD -BEARING) 05NK05371 2.15-05 UL Design 1.13M Sound Test NACC TL .93. 118. IRC-IR-761,3,198 TABLE 721.1(2) RATED FIRE -RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS' `- P MINIMUM FINISHED THICKNESS FACE -TO - MATERIAL ITEM CONSTRUCTION FACE' (inches) NUMBER 4 3 2 1 hours hours hours hour 1-1.1 6 4.9 3.8 Z7 Solid brick of day or shalac. 1.1.2 Hollow brick, not fivilad. 5-0 43 3-4 2-3 1 Br�rK of clay 1.1.3 Hollow brick unit wall, grout or filled with partite vermiculite or expanded shale aggregate. 6.6 5.5 4.4 3.0 4* nominal thick units not less than 75 percent solid backed with a hat -shaped metal furring or shale 1-2.1 channel formed from 0.021'sheet metal attached to the book wall on 24' centers with approved fasteners, and '12" Type X gyp -sum wallboard attached to the metal fuming strips with 11%long Type S screws spaced S' an center. 2. Combination 2-1.1 4' sdid brick and 4* file (not less than 40 percent solid). - 8 of clay brick and load -bearing hollow 2-1.2 4" sdid brick and Sit file (not less than 40 percent solid). 12 - clay tile 3-1.1fA Expanded stag or pumice. 4.7 4.0 3.2 2.1 3. Concrete 3-1.2� 9 Expanded clay, shale or slate. 5.1 4.4 3.6 2.6 rna�n,y units 3-11 Limestone. cindem or air-cooled slag. 6.9 5.0 4.0 Z7 3-1-4'. 9 Calcareous or silicacius gravel. 6.2 63 4-2 2-8 Silicacius aggregate concrete. 7.0 6-2 5-0 3-5 Carbonate aggregate concrete. 6.6 5.7 4-6 3-2 4. Solid concrete' 4-11 Sand -lightweight cowata. 5.4 4.6 3-8 2-7 1 5.1 1 4.4 3.6 1 2-5 I Lightweight concrete. GENERAL NOTES - INTERIOR WALLS. GENERAL NOTES: 1 MAXIMUM STUD SPACING IS 24 INCHES ON CENTER UNLESS NOTED OTHERWISE. 2. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS FOR LOAD - BEARING AND SHEAR WALLS. 3. STUD SIZE OR WALL CORE THICKNESS ARE INDICATED ON THE WALLTYPE TAGS ON THE PLANS, REFER TO THE TAG LEGEND ON SHEET An ni. 4. CORE WIDTHS SHOWN FOR DOUBLE STUD WALLS ARE MEASURED FROM ROOM SIDE FACE OF STUD TO ROOM SIDE FACE OF STUD (THE DEPTH OF BOTH STUDS PLUS THE AIR SPACE). 5. TYPICAL AIR SPACE IN DOUBLE STUD WALLS IS 1 INCH UNLESS NOTES OTHERWISE. 6. TYPICAL GYPSUM WALLBOARD THICKNESS IS 5/8 INCH UNLESS NOTED OTHERWISE. 7. DO NOT USE METAL STUDS OR FURRING THINNER THAN 25 GAUGE. 8. ADJUST STUD GAUGE AND SPACING TO MEET MANUFACTURER'S PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA, AND TO SUPPORT ALL APPLIED LOADS FROM: FIXTURES, FURNISHINGS AND EQUIPMENT; CASEWORK; GRAB BARS; WALL FINISHES; PRESSURIZATION; ETC. FIRE RATED WALLS: 1 . SEAL ALL PENETRATIONS, EDGES AND INTERSECTIONS WITH FIRE CAULKING. 2. (-n\/FR ALL RECESSED DEVICES WITH FIRE PROTECTIVE COVERINGS TO MEET THE LISTING SOURCE AND AHJ REQUIREMENTS. 3. INSTALLALL MATERIALS IN STRICT ACCORDANCE WITH THE PUBLISHED REQUIREMENTS OFTHE LISTING SOURCE, INCLUDING BUT NOT LIMITED TO: STUD GAUGE AND SPACING, FASTENER SIZE AND SPACING; ORIENTATION OF GYPSUM WALLBOARD; OFFSETS OFJOINTS BETWEEN ADJACENT LAYERS OR OPPOSITE SIDES OF WALL, BRIDGING AND CROSS BRACING. 4. REFER TO SHEETAO.21FOR DETAILED INFORMATION FROM LISTING SOURCES. 5. RATING SOURCE REQUIREMENTS INDICATE MINIMUM TO ACHIEVE RATING; HOWEVER ADDITIONAL LAYERS, OR THICKER LAYERS, OF GYPSUM WALLBOARD MAY BE SHOWN TO MEET PROJECT REQUIREMENTS. ACOUSTICALLY RATED WALLS: 1 . SEAL ALL PENETRATIONS, EDGES AND INTERSECTIONS WITH ACOUSTIC OR FIRE RATED ACOUSTIC SEALANT. 2. WRAP BACKS OF ALL RECESSED DEVICES WITH ACOUSTIC PADS. 3. DO NOT LOCATE RECESSED DEVICES ON OPPOSITE SIDES OF THE WALL WITHIN THE SAME STUD BAY UNLESS NO OTHER OPTION IS AVAILABLE THAT WILL RESULT IN MEETING ACCESSIBILITY REQUIREMENTS. IN SUCH CASE, CONSULT ARCHITECT AND ACOUSTICAL ENGINEER FOR REQUIRED PROTECTION OF OUTLET BOXES. 4. REFER TO DRAWING All-01 -A11.31 FOR ADDITIONAL DETAILS. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. CD 00 0-) z V) 0 0 F--- 0 Z 0 < LU z LL 0 z 0 > _J LU Q� 0 0 LU > _J no 00 00 CD 0 0 �L (14 CD 0 Ila- c) 0 z C:) <LU C._ REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 INTERIOR ASSEMBLIES CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 0 r11000 H CONCRETE - 03 2" UNIT PAVERS PAVER PEDESTALS TPO ROOFING MEMBRANE COVER -BOARD TAPERED RIGID INSULATION - SLOPED TO DRAIN VAPOR BARRIER ELEVATED CONCRETE SLAB - SEE PLANS FOR THICKNESS MINERAL FIBER BOARD INSULATION (R-49), W/ -FURRING MULITPLE ALTERNATING DIRECTION Z -- - - - - - it - - - - - (1) LAYER 5/8" TYPE "C" GYPSUM ------------ - - - - - - - - - - - - LEVEL 2 COURTYARD OVER CONDITIONED SPACE FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1 (3), ITEM 1-1.1 STC RATING / SOURCE: H11 INSULATION: 0 2" UNIT PAVERS PAVER PEDESTALS TPO ROOFING MEMBRANE COVER -BOARD TAPERED RIGID INSULATION - SLOPED TO DRAIN VAPOR BARRIER ELEVATED CONCRETE SLAB - SEE PLANS FOR THICKNESS COLD -FORMED FURRING ASSEMBLIES 1.5"'Z' FURRING (1) LAYER 5/8" TYPE �C'GYPSUM LEVEL 2 COURTYARD OVER PARKING FIRE RATING / SOURCE: 3 HOUR TABLE 721.1(3), ITEM 1-1.1 STC RATING / SOURCE: H3.2 INSULATION: 0 ,ai Mai -ai vai ga, UL P718 Steel Beam or Steel Bar Joist Fire Rating Restrained-2 hour Unrestrained-1.5 hour System Thickness Assemb y_0pt[Qm Roof Covering USG Securock(D Brand Cement RQQf BQard - 1/2'(13 )_(WJyReM) 6.M)_(ULTyRtfM__G) USG SecurockO Brand Gla�5-Mat Rogf BQard - 114*(6mm)(WJyw_W2Mn) Roof Substrate Thermal Barrier: Gypsum Board - 5/8 in. (15.9 mm) thick gypsum board 2.2 psf _�5a_(XLM).(ULTyRlLEM__G) USG Securock& Brand Glass -Mat Roof Board - 5/8" (16 )_(U0yrg5GMR Steel Deck - Min. 1-1/2 in. (38 mm) steel roof deck Structural Member - Steel beam or steel bar joist Spray - Applied fire resistive material (Reference UL design for application requirements) Remark Stud size is minimum unless otherwise stated in design. For the most up-to-date information refer to the UL Fire resistance directory P718 F/ CONCRETE SLAB - SEE PLANS FOR THICKNESS CAPILLARY BREAK - SEE STRUCTURAL FOR DEPTH TYPICAL SLAB -ON -GRADE (P1 FIRE RATING SOURCE: 0 HOUR STC RATING SOURCE: IlC RATING / SOURCE: 3A.1 INSULATION: IN CONCRETE SLAB - SEE PLANS FOR THICKNESS BENTONITE WATERPROOFING CAPILLARY BREAK - SEE STRUCTURAL FOR DEPTH ELEVATOR PIT FIRE RATING SOURCE: 0 HOUR STC RATING SOURCE: IlC RATING SOURCE: 3A*2 FLOOR FINISH (VARIES) ACOUSTIC UNDERLAYMENT (AT HARD FLOOR FINISHES) ELEVATED CONCRETE SLAB - SEE PLANS FOR THICKNESS 10" THICK FIBERGLASS BATT INSULATION STICK PIN TO BOTTOM OF CONCRETE SLAB (R-30) POLYPROPYLENE SCRIM CONDITIONED SPACE OVER PARKING FIRE RATING /SOURCE: 3 HOUR /TABLE 721.1(3), ITEM 1-1.1 STC RATING / SOURCE: 55 STC / PER CA DHS #2.3.2.1.1.1 - 3C*1 IlC RATING /SOURCE: 50 IIC/ PER KNCP#AT001006 INSULATION: N Ttevated Slab Details at Bottom of Stair Core 3 1 METAL - 06 TPO ROOF MEMBRANE (1) LAYER 5/8" MOISTURE RESISTANT GYPSUM SHEATHING STEEL DECK, SEE STRUCTURAL SPRAY FIRESAFING MATERIAL HOLLOW STRUCTURAL SECTION, SEE STRUCTURAL CCD 004 CCD 004 LEVEL 1 SHED ROOF FIRE RATING SOURCE: 1.5 HOUR UL P718 STC RATING SOURCE: Q5e INSULATION: 0 GA FILE NO. GENERIC FIC 2601 GYPSUM WALLBOARD, WOOD JOISTS, ROOF COVERING Fire Design: Base layer 5/8" type X gypsum wallboard applied at right angles to 2 x 10 wood joists 24" o.c. with 1-1/4"TypeWorS screws24"o.c. Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to joists with 1-7/8" Type W or S screws 12" o.c. at joints and intermediate joists and 1-1/2" Type G screws 12" o.c. placed 2" back on either side of end joints. Wood joists supporting 1 /2" plywood with exterior glue applied at right angles to joists with 8d nails, Appropriate roof covering. Joints offset 24" from base layer joints. 1 HOUR FIRE Approx. Ceiling Weight: 5 psf (Fire) FireTest: FM FC 172,2-25-72, ITS. 8-6-98 2L CCD 003 I" CAST UNDERLAYMENT ACCOUSTIC ISOLATION MAT 3/4" T&G O.S. B. SH EATH I ING (48/24 SPAN) WOOD I-JOIST(SEE PLANS FOR SIZE)w/ 1-1/2" (2-1/2 PCF)-MINERAL FIBER BATT INSULATION (1) LAYER 5/8" TYPE "X" GYPSUM 1/2" RESILIENT CHANNELS (2) LAYER 5/8" TYPE "X"GYPSUM ELEV CONTROL ROOM FLOOR FIRE RATING /SOURCE: 2 HOUR/ ESR-1153 -ASSEMBLY G STC RATING / SOURCE: 50 STC / PER ESR-1 153 6 F 2 IlC RATING / SOURCE: 64 IIC / PER ESR-1 153 INSULATION: Y TRAFFIC COATING �THICKNE ELEVATED CONCRETE SLAB - SEE PLANS FOR LEVEL 1 PARKING OVER P1 PARKING FIRE RATING /SCIURCE: 3 HOUR /TABLE 721.1(3), ITEM 1-1.1 0- 01- STC RATING / SOURCE: 55 STC / PER CA DHS #2.3.2.1.1.1 0� 3C42 IlC RATING /SOURCE: 50 IIC/ PER KNCP#AT001006 10- INSULATION: IN FINISH PER INTERIOR ACCOUSTIC ISOLATION MAT WHERE OCCUR CONCRETE UNDERLAYMENT ELEVATED CONCRETE SLAB - SEE PLANS FOR THICKNESS LEVEL 2 OVER LEVEL 1 CONDITIONED SPACE FIRE RATING /SOURCE: 3 HOUR/ TABLE 721.1(3), ITEM 1-1.1 STC RATING / SOURCE: 3C@3 IIIC RAT I NG / SOURCE: INSULATION: IN W91610WIT0 H6 Q6e4 2" UNIT PAVERS PAVER PEDESTALS TPO ROOF MEMBRANE BUILT UP FRAMING W/ PLYWOOD SHEATHING 3/4" T&G O.S.B. SHEATHING (48/24 SPAN) WOOD I -JOIST @ 12" O.C. - PER STRUCTURAL W/ -IN-PLACE INSULATION (R49 MIN) FOAMED VAPOR RETARDER TYPE'X' GYPSUM (2) LAYER 5/8 LEVEL 6 EAST ROOF DECK FIRE RATING I SOURCE: I HOUR /TABLE 721,1(3), ITEM 21 -1.1 STC RATING / SOURCE: INSULATION: I TPO ROOF MEMBRANE POLYISO INSULATION (R38 ci MIN. ROOF DRAIN) VAPOR RETARDER 112" T&G O.S.B. SHEATHING (48/24 SPAN) WOODJOIST 2xl 0 MIN @ 16 O.C. - PER STRUCTURAL (2) LAYER 5/8" TYPE "X" GYPSUM I COURTYARD SHED ROOF FIRE RATING I SOURCE: 1 HOUR I GA RC 2101 STC RATING / SOURCE: INSULATION: I TPO ROOF MEMBRANE POLYISO INSULATION (R38 ci MIN. ROOF DRAIN) ROOFING VAPOR RETARDER (AIR BARRIER) 3/4" T&G O.S.B. SHEATHING (48/24 SPAN) WOOD TRUSS - PER STRUCTURAL (2) LAYER 5/8" TYPE "X"GYPSUM TPO MAIN ROOF FIRE RATING / SOURCE: 1 HOUR TABLE 721.1(3), ITEM 21 -1.1 STC RATING /SCIURCE: Q601 INSULATION: I RFl #77: Floor Sheathing Discrepancies TPO ROOF MEMBRANE POLYISO INSULATIO,� (R38 ci MIN. ROOF DRAIN) VAPOR RETARDER/4\ 3/4" T&G O.S.B. SHEATHING (48/24 SPAN) WOODJOIST 2xl 0 MIN @ 16 O.C. - PER STRUCTURAL 1/2" RESILIENT CHANNEL (2) LAYER 5/8" TYPE "C" GYPSUM ELEVATOR SHAFT ROOF FIRE RATING /SOURCE: 2 HOUR / GA FC 5710 STC RATING / SOURCE: Q6e2 INSULATION: I Q693 TPO ROOF MEMBRANE POLYISO INSULATION (R49 ci MIN. + TAPER SLOPE TO DRAIN) VAPOR BARRIER 3/4" T&G O.S.B. SHEATHING (48/24 SPAN) WOOD I -JOIST @ 12" O.C. - PER STRUCTURAL 1/2" RESILIENT CHANNEL (1) LAYER 5/8" TYPE "C" GYPSUM LEVEL 6 NORTH ROOF FIRE RATING / SOURCE: 1 HOUR UL DESIGN #L514 STC RATING /SOURCE: INSULATION: 1 ESR-1 153 Most Widely Accepted and Trusted Page 16 of 19 051M�_4� Assembly Component Component Specifications Installation a Single layer of 48124 span -rated, tongue - and -groove, sheathing (Exposure 1). - All butt joints of the sheathing must be located over framing - When used as a roof-ceilling assembly, a members. Sheathing single layer of square -edged span -rated * Flooring is permitted to be omitted where unusable attic sheathing (Exposure 1). complying with the space occurs above the system, provided the requirements code, is permitted to be used for roof of Section 4.5 are met. sheathing. Tir Joist Minimum joist depth of 91/4 inches. Installed in accordance with this report, at a maximum spacing of 24 inches on -center. - ----- Optional Glass -fiber insulation with unfaced baits that are 24 inches wide by 48 inches long by Installed in trie plenum and supported by stay wires spaced Insulation T/2 inches thick. at 12 inches along the joist bottom f1jainge. - Base layer Installed perpendicular to joists with end joints staggered, and attached directly to the bottom flange using 15/a-inch4ong Type S screws spaced 12 inches or��enter along each joist. Resilient channels attached per W below. - Middle layer of gypsum board installed perpendicular to the resilient channels, with end joints staggered. and attached to the resilient channels vAth 1-inch4ong, Type S screws �4 Gypsum Three layers of 5/ii-incho-thick NGC Gold spaced 12 inches on -center. Board BondO Firel-Shield C gypsum board. Finish layer of gypsum board installed with edges and end joints staggered from the middle layer, and must be fastened to the resillient channels using 1'1�mnch4ong, Type S screws spaced 8 inches on -center. Joints of the finish layer of gypsum board must be covered with joint compound and paper tape, and exposed screw heads must be covered with joint compound. - Ceiling membrane may be omitted when used as a floor - ceiling assembly over unusable crawl spaces. - Installed perpendicular to joists, under the first layer of gypsum board. "5 Channels Minimum No. 28 gauge (0.016 inch) resilient . Spaced a maximum of 16 inches on -center. channels. & Attached to the bottom flange of each joist with 115/irminch- long, Type S screws. --ASSEMBLY G (Two-hour Fire -resistance -rated Roof-ceilina or Floor-ceilina Assemblv) FIGURE 3G 3/2!-inch-thICk glass fiber insulation. Floor covering must include a 40-ounce-per- Assembly D Option I Figure 3D 47 Assembly D 54 square -yard pad and a 56-ounce-per- square-yard carpet. Assembly D constructed Assembly D with a topping of gypsum Floor covering must include a 40-ounce-per- Option 2 Fiquire 3D 59 concrete recognized in a 54 square -yard pad and a 56-ounce-per- current ICC-ES evaluation square -yard carpet. report. Assembly G. constructed with 3%-4nch-thick The floor covering must include a 69-ounce- Assembly G Figure 3G 50 unfaced glass fiber 64 per -square -yard, la-minch-thick pad and 80- insulation. ounce -per -square -yard carpet. F-SR-1153 I XilicisfWWaly Accepted and Trusted Page 20 of 24 FIOURE 4F-ASS;EMBLY F (Oine-hour Firit-ir"i0ance-rabod Roof -ceiling or Floor -roiling A%io.49mboyl '2 &4 * Sngle fayer of 4&24 sparl-fatett lonque- a Attached to the Tv* joist wild flange wtf- ccr-strucuon an"roow. ifiriaething (Fslx~o i i aali"v* that rywials, A,%T?A 03496 and Paii uairig 60 - When usW as a oa-caiunq assambly. a rlomrrcn nalis spaced a irrammum of 6 inches on-cerder stingfe layer of scluan-eifiged Wan -rated along the bouroary and edges, and 12 ireh" oo-Corliv in V*athlag if sposwe 11. (ximplong wilh tho the Raid. code. is penrdthed lo be Lsed 11or roof AS butt?orft oil The shandvirig must be localed over framing sheathing. rnembers. 0 SirVie WM Of 5lA-V1PCI*1-Ihk* USG sHFErRocK" &-and FiReconr:` c J Gypsum gypsum board. Fastmved to itoe rp-sikerg th3nnellsowdri I -incworyj, Type S Board Or -�Cantas it. -I tha fiald and 8 -rWJ** "je 6per of "oincii-ohica. CarumTeca or. center at the purft. PfoRoc TVW C gnmum, board- Installitic! in acc-iordance voth Pus repon. When usedin a floor -oviling as"mbly. last waccV must (_1 T�l .1, 14cmiral 2 x 4 or lar9w Mang". not Qncaadl 24 iricties on-caniter When used in a rood -calling assetribly, Jost spacing is r-mTirl-d to exceed 24 inc+wsort-c~. parpondi(AAW t* lows Spaced at 16 Inckoks ori-�canl:er- chan"gile qC- I resdient channels. Attached to the form with, 11'4-4nich4ong. rype S scrili at each joist Two chwvv* imail be provided at eirch gypsum-b000d toull Jogi and extaind to Ili r". pst baynW Ow "Nadliftal joird& o Its rooll-oeiliry aii tit" in whoch T.4'joisft we wooed Minimum of nominal 2A". construictiori- more nuain 24 vKhas an-cartiar, th-a awreg, v)dudng ow grade Douglas fir Lgrnber for spw,-s up lo resibenit channels. must be aeadved to shipping spaced 5 feec Siripping maWals. of equivalleirill 74 inches or-cavAiar The macilhirriant of the calling f,vwvh and Viacrimant are permitted membrare so the s&vwq members is similar to the *tien specifically approved by the code orthie oleagi mW&s11^ V) the jam Slinpipir-9 nwO be alladvA 110 the boidom flang" of *w joists usnq a rrvirnmum oil hi 10d box nails. (5 singlia lavair of I Yrinills-thick rn"murin 214 pd, Themo(ber Sounid Attenuation Fire Insiellad batwaan tha. bottom flw4" of the joists ancl on top of t"e rossbard "rinels W004 9111firiflells, 1FAm-W9 (Sound Adenvalion Blanket% Fire Dallisf. or 110 MmWooll 1200 Sound Frkftr4otled into place mid w4wried by the resilligni 4111enus"n Foe Baft channels GENERAL NOTES HORIZONTAL ASSEMBLIES ROOFS GENERAL NOTES: I MAXIMUM RAFTER OR TRUSS SPACING IS 24 INCHES ON CENTER UNLESS NOTED OTHERWISE. 2. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. 3. RAFTER OR CORE THICKNESS ARE INDICATED ON THE ROOF TYPE TAGS ON THE PLANS. REFER TO THE TAG LEGEND djlj�aET A - . 4. TYPICAL GYPSUM WALLBOARD THICKNESS IS 5/8 INCH UNLESS NOTED OTHERWISE. 5. WHERE THE VAPOR RETARDER IS REQUIRED TO ALSO PERFORM AS THE AIR BARRIER, SEALALL EDGES, INTERSECTION AND LAPS TO CREATE AN AIR -TIGHT ENCLOSURE. FIRE RATED ROOFS: 1. SEAL ALL PENETRATIONS, EDGES AND INTERSECTIONS WITH FIRE CAULKING. 2. COVFR ALL RECESSED DEVICES WITH FIRE PROTECTIVE COVERINGS TO MEET THE LISTING SOURCE AND AHJ REQUIREMENTS. 3. INSTALL ALL MATERIALS IN STRICT ACCORDANCE WITH THE PUBLISHED REQUIREMENTS OF THE LISTING SOURCE, INCLUDING BUT NOT LIMITED TO: RAFTER OR TRUSS GAGE AND SPACING, FASTENER SIZE AND SPACING; ORIENTATION OF GYPSUM WALLBOARD; OFFSETS OFJOINTS BETWEEN ADJACENT LAYERS, BRIDGING AND CROSS BRACING. 4. REFER TO THIS SHEET FOR DETAILED INFORMATION FROM LISTING SOURCES. 5. RATING SOURCE REQUIREMENTS INDICATE MINIMUM TO ACHIEVE RATING; HOWEVER ADDITIONAL LAYERS, OR THICKER LAYERS, OF GYPSUM WALLBOARD OR SHEATHING MAYBESHOWNTO MEET PROJECT REQUIREMENTS. ACOUSTICALLY RATED ROOFS: 1 . SEAL ALL PENETRATIONS, EDGES AND INTERSECTIONS WITH ACOUSTIC OR FIRE RATED ACOUSTIC SEALANT. 2. WRAP BACKS OF ALL RECESSED DEVICES WITH ACOUSTIC PADS. FLOORS GENERAL NOTES: 1 . MAXIMUM JOIST SPACING IS 24 INCHES ON CENTER UNLESS NOTED OTHERWISE. 2. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 3. JOIST OR CORE THICKNESS ARE INDICATED ON THE FLOOR TYPE TAGS ON THE PLANS. REFER TO THE TAG LEGEND ON ';HFITAO-01. 4. TYPICAL GYPSUM WALLBOARD THICKNESS IS 5/8 INCH UNLESS NOTED OTHERWISE. FIRE RATED FLOORS: 1 . SEAL ALL PENETRATIONS, EDGES AND INTERSECTIONS WITH FIRE CAULKING. 2. CQYFR ALL RECESSED DEVICES WITH FIRE PROTECTIVE COVERINGS TO MEET THE LISTING SOURCE AND AHJ REQUIREMENTS. 3. INSTALL ALL MATERIALS IN STRICT ACCORDANCE WITH THE PUBLISHED REQUIREMENTS OF THE LISTING SOURCE, INCLUDING BUT NOT LIMITED TO: JOIST DEPTH AND SPACING, FASTENER SIZE AND SPACING; ORIENTATION OF GYPSUM WALLBOARD, BRIDGING AND CROSS BRACING. 4. REFER TO THIS SHEET FOR DETAILED INFORMATION FROM LISTING SOURCES. 5. RATING SOURCE REQUIREMENTS INDICATE MINIMUM TO ACHIEVE RATING; HOWEVER ADDITIONAL LAYERS, OR THICKER LAYERS, OF GYPSUM WALLBOARD MAY BE SHOWN TO MEET PROJECT REQUIREMENTS. ACOUSTICALLY RATED FLOORS: 1 . SEAL ALL PENETRATIONS, EDGES AND INTERSECTIONS WITH ACOUSTIC OR FIRE RATED ACOUSTIC SEALANT. 2. WRAP BACKS OF ALL RECESSED DEVICES WITH ACOUSTIC PADS. 3. REFER TO D RAWI IN G A. 11.01 - A 11.31 FO R AD D ITI 0 NAL D ETAI LS. 4. ACCOUSTIC ISOLATION MAT IS REQUIRED IN ALL LIVING UNITS ABOVE GROUND FLOOR, AND ANY COMMON SPACE OVER UNITS, ACCOUSTIC ISOLATION MAT IS NOT REQUIRED UNDER CARPET IN UNITS OR IN CORRIDORS/COVIVION SPACES o,u4 ... T 1 E/811 LIL L514 Wood Dimensional Lumber Fire Ratinp Unrestrained-1 hour System Thickness Asa=Ny_Qptiws [CK-6412-9 baud an 5/8"Sheetiock Brand R recode C Core Gypsum Panels] Floor Undedayment - Min. 3/4 in. (19 mm) thick, min. compressive strength 1800 psi LTYMAM USG LewdrodORiand Row Unded USGIIeWrOdIMBINWIFIcorl.1 Subfloor - 1 in. (25 mm) by 6 in. (150 mm) tongue and groove lumber Structural Members - Nom. 2 in. (51 mm) by 10 in. (254 mm) max. 16 in. (406 mm) OC Ceiling Support - Resilient channels spaced max. 24 In. (610 mm) OC Finished Ceiling - 1/2 in.(13 ni or 5/8 in. (16 mm) thick gypsum board Hfvmrn Base Bmd RramdedDC- SM Mm1(UkTyW_Q Stud size is minimum unless otherwise stated in design. Forthe most up-to-date information referto theUL Fire resistance director y L514 WOOD FLOOR, WOOD JOISTS, GYPSUM WALLBOARD, RESILIENT CHANNELS Base layer $/a* propnetary type X gypsum wallboard applied at right angles to 2 x 10 wood joists 16" o-c. with 8d cement coated nails, 21/2" long, 0. 113 shank, 191si heads, 7" o.c. Resilient channel 24' o-c. applied at right angles to wood framing through base layer with 171s" long screws. Double channel installed at face layer end joints. Face layer Gig' proprietary type X gypsum wallboard applied at right angles to resilient furring channels with 1* Type S screws 12' o.c. Wood joists supporting 15/32" plywood subfloor and Itl=" plywood finish floor applied at right angles to joists with joints staggered. Consult gypsum board manufacturer for other flooring options. Approx. Ceiling PROPRIETARY GYPSUM BOARD Weight: 6 psf Fire Test: UL R 1319-114, 7-21-67, American Gypsum Company LLC 6197 FireBloo& Type C UL Design L511 CertainTeed Gypsum Inc. 51s" ProRocS Type C Gypsum Panels Georgia-Pacific Gypsum LLC II/C ToughRockS Fireguard C" Lafarge North America Inc- Firecheck(& Type C National Gypsum Company sle" Gold BonclO Brand FIRE -SHIELD C71 Gypsum Board PASCO Gypsum 5/s" FLAME CURBOD Super'C'11 Temple-Inland %"T&C United States Gypsum Company sle' SHEETROCKO Brand FIRECODE&I C Core Gypsum Panels Sketch Brief Description ... Laborat ory Test Number Year Frequencies Tested Source of Data STIC 11C Section Number 1. 2. 3. 4a. 4b. 5. 6. 7. 1. plywood web I -beams 12" deep and 24"o.c. Geiger and Hamme 58 2.1,4.2. 1 �9 2. 3/4" plywood subfloor nailed with 6d USDA-IIST nails 6"o.c. at edges and 10"o.c, n field. 1971 RlHtff 3. 1 1/2" thick lightweight cohcrete, 15 psf. l6f I 4a. 44 oz. carpet on 40 oz. hair pad. U.S. Dept. of Agri - �A,17 __77 4b. .07" vin I tile. culture a. 77 5. resilient channels, 24"o.c. b. 50 6. 5/8" gypsurn board screwed 12"o.c. 7. 3" thick sound attenuation blanket. 21. Wood joists, wood lwjoists, floor trusses and flat or pitched roof trusses spaced a maximum 24'o _c. with 1/2' wood structural panels with exterior glue applied at right angles to top of joist or top chord of trusses with 8d nails- The wood structural panel thickness shall be not less than nomi- nal 1/2" nor less than required by Chapter 23. FLOOR OR ROOF CONSTRUCTION �1. Siliceous aggre- gate concrete TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa Base layer 5/8" Type X gypsum wall- board applied at right angles to joist or truss 24' o.c- with I Ile Type S or Type W drywall screws 24'o-c. Face layer 5/8, Type X gypsum wallboard or veneer 21-1-1 base applied at right angles to joist or truss through base layer With 1718" Type S or Type W drywaill screws 12" o.c. at joints and intermediate joist or truss. Face layer Type G drywall screws placed 2" back on either side of face layer end joints, 121 o.c. ITEM NUMBER ME TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS", q CEILING CONSTRUCTION THICKNESS OF FLOOR MINIMUM THICKNESS OF OR ROOF SLAB CEILING (inches) (inches) 4 3 2 1 4 3 2 1 hours hours hours hour hours hours hours hour 7.0 6-2 5.0 3.5 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 K) ANKROM MOISAN ARCHITECTS, INC. Q0 C) 00 0_11 Z V) 0 ;Z Z 0 L/) < LU Z U. 0 > 0 ��i _J 0 LU 0 0 Q) LU > L/) 00 > 00 J CD 0 0 CD N _J 0 0 _J �gggggg CD CD U-1 REVISION DATE REASON FOR ISSUE 2 07.6.21 Addendum #02 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 112.30.22 ICCDO03 �03.07.23 CCID004 HORIZONTAL ASSEMBLIES CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 i 9281 , D DUCT OR PIPE; PROVIDE SHAFTLINER I INDEPENDENT SUPPORT ON WALL SHAFT WALL PER n = BOTH SIDES OF WALL AND DO DOUBLE WOOD BLOCKING ASSEMBLY DOUBLE WOOD BLOCKING NOT ALLOW CONTACT •, _ DOUBLE WOOD BLOCKING a �� V BETWEEN WALL AND PENETRATING ELEMENT � L7 l7 Ln Lu ACCOUSTIC SEALANT Lu w J w U m u m u m FINISH PER INTERIOR ACCOUSTIC ISOLATION MAT, WHERE OCCUR o w 0 w 0 w o N o Ln o N Ln FIRE DAMPER ` Q � Li-Q � W W 0 W SEE MECHANICAL n VWi vL"i J / t - . co - - - - - - - - FIRESTOPPING ASSEMBLY N -'F' RATING ONLY REQUIRED LL 0 o FIRE CAULK FIRE CAULK ® FIRE CAULK 38 NORTHWEST DAVIS, SUITE 300 Q , W W PORTLAND, OR 97209 W W Ln Ln 503.245.7100 GYPSUM WALLBOARD 1505 5TH AVE, SUITE 300 ALL FOUR SIDES OF OPENING FIRE PARTITION .1 FIRE PARTITION SEATTLE, WA 98101 SEE ASSEMBLIES, FIRE PARTITIOZ 206.576.1600 SEE ASSEMBLIES SEE ASSEMBLIES 1014 HOWARD STREET PARALLEL FRAMING w/ NO SHEAR PARALLEL FRAMING w/ SINGLE SHEAR PARALLEL FRAMING w/ DOUBLE SHEAR SAN FRANCISCO, CA94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. FIRESTOPPING @ DUCT AND WOOD WALL SHAFT WALL @ WOOD FLOOR FIRE PARTITION @ RATED FLOOR FIRE PARTITION @ RATED FLOOR FIRE PARTITION @ RATED FLOOR 3" = 1'-Ul 1 1/2" = 1' o" 1 1/21' = 1'-01' 4 1 1/21' = V-01' 5 1 1/21' = 1'-0" REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION PIPING EFr .& FIRE RATED ACOUSTICAL CAULKLn BUILDING OFFICIAL Lu I -JOIST HANGER Jun 01 2023 m 7 — — — — — — — — — — SEE STRUCTURAL I -JOIST HANGER I -JOIST HANGER APPROVED DATE / / SEE STRUCTURAL Q \ \ 7 SEE STRUCTURAL O u-j J w J DOUBLE WOOD BLOCKING w J DOUBLE WOOD BLOCKING •44;`" m DOUBLE WOOD BLOCKING Lu N W L——— — — — — —- V L — — —— °° 0 Q O Q O Q J N Q N I d' - d W W W W Lu W °t d Qs d _ _ � - _ •_ a_ - _ a _ = n4`d ; a- BACKER ROD AND FIRE CAULK BACKER ROD AND FIRE CAULK i A BACKER ROD AND FIRE CAULK J mLU MINERAL FIBER FIRE SAFING EL N FIRE PARTITION FIRE PARTITION FIRE PARTITION O SEE ASSEMBLIES SEE ASSEMBLIES SEE ASSEMBLIES Ln rq _ - - _ N SHAFTLINER - _ - - - - - - N WALL SHAFT WALL PER PERPENDICULAR FRAMING w/ NO SHEAR PERPENDICULAR FRAMING w/ SINGLE SHEAR PERPENDICULAR FRAMING w/ DOUBLE SHEAR DETAIL A MTL STUD ASSEMBLY 81/4" CONDUIT 6 HORIZONTAL SHAFT @ ROOF FIRESTOPPING @ PIPE AND SLAB FIRE PARTITION @ RATED FLOOR FIRE PARTITION @ RATED FLOOR FIRE PARTITION @ RATED FLOOR 1 1 /2" = V-0" 7 T, = 1'-011 8 1 1 /2" = 1'-0" 9 1 1/21' = V-0" 10 1 1/21' = V-0" FIRESTOPPING ASSEMBLY .,- -'F' RATING ONLY REQUIRED `;- NO T-RATING REQUIRED AT PENETRATIONS THROUGH n1 =;;' EXTEND GYPSUM WALLBOARD EXTEND GYPSUM WALLBOARD EXTEND GYPSUM WALLBOARD CD FLOOR/CEILING ASSEMBLY 00 - LOCATED WITHIN WALL CAVITY TO UNDERSIDE OF TO UNDERSIDE OF TO UNDERSIDE OF 1" 1" FLOOR SHEATHING FLOOR SHEATHING FLOOR SHEATHING z FIRESTOPPING ASSEMBLY _z_ 'T� F'AND' RATINGS REQUIRED <° p' :3 J w J dd rj ° g a g g ° PIPING Al Lu d '° _ ,° d' n- FIRE -RATED FLOOR/CEILING a ASSEMBLY = Lu C� 9. = BACKER ROD AND FIRE CAULK BACKER ROD AND FIRE CAULK BACKER ROD AND FIRE CAULK > FIRE CAULK = , Q O ° ° W LOL z d' ?" a - SOFFIT WHERE OCCURS O N W — — — — — — — — — — — — — 1 1 FIRE BARRIER FIRE BARRIER FIRE BARRIER > l/1 °C _y y� J CD CD SEE ASSEMBLIES SEE ASSEMBLIES SEE ASSEMBLIES CHAMPFER @ STRUCTURAL CONC. COLUMN O N O CD Do PARALLEL FRAMING w/ NO SHEAR PARALLEL FRAMING w/ SINGLE SHEAR PARALLEL FRAMING w/ DOUBLE SHEAR CD O CD Z N z Q LLI N Q D_ FIRESTOPPING @ PIPE AND SLAB CHAMPFER COLUMN DETAIL, TYP FIRE BARRIERS @ RATED FLOOR FIRE BARRIERS @ RATED FLOOR FIRE BARRIERS @ RATED FLOOR 1 1 /2" = 1'-0" 12 1 1 /2" = 1'-0" 13 1 1 /2" = 1'-0" 14 1 1 /2" = 1'-0" 1 5 1 1 /2" = 1'-0" REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 05.12.23 AS1009 r. SHAFTLINER i; SEE®FOR WALL SHAFT WALL PER ASSEMBLIES SEE ASSEMBLIES '. ASSEMBLY BASE BOARD, WHERE OCCUR CL Lo METAL STUD TRACK �� ACCOUSTIC SEALANT - REVISION a . N -TO P VISIO SEE®FOR FINISH PER INTERIOR _ - I ACCOUSTIC ISOLATION MAT, WHERE OCCUR 2' 0" MAX -BOTTOM DETAIL -A MTL STUD May 17 2023 OPENING BETWEEN STUDS 5/8" GYPSUM WALLBOARD _ _ CITY OF EDMONDS ASSEMBLIES — ALL SIDES OF RECESS 8 1/4" CONDUIT DEVELOPMENT SERVICES - - - DEPARTMENT > BASE BOARD, WHERE OCCUR Ln o m - g Lu SEMI -RECESSED FIRE Lnu, , 4 ACCOUSTIC SEALANT W v, — EXTINGUISHER CABINET Don v, — Q •9• saw , Q m V1 FINISH PER INTERIOR ACCOUSTIC ISOLATION MAT, WHERE OCCUR � _ FIRE RATED AT RATED � ,,, ':''� ;� o LL N BLD2021-0088 o LL vwi SECTION ASSEMBLIES Q W Q D ° Ln z O d- L - - d. _ - w _ Q Q 2 z W O C N Q .S . J TYPI CAL ASSEM BLY — — NOTE: EXTINGUISHER CABINETS \ , . °,d . Lu p �4 Q THAT ARE NOT FIRE RATED = RECESSED EQUIMENT _ REQUIRE 5/8" TYPE 'X'GYPSUM _ - DETAILS `, _ 'ya - o LL. _ _ WALLBOARD ON ALL SIDES OF FIRESTOPPING; PER m : ° - - - - - - o < `d a q._ ® RECESS. ; `' Lu n Lu Ln SEE®FOR ��Ai CORE DRILL CONSTRUCTION SET PLAN THROUGH PT SLAB o ASSEMBLIES FOR CONDUIT E 1J DEMISING WALL @ PT FLOOR DEMISING WALL @ WOOD FLOOR METAL WALL @ RATED RECESS METAL WALL @ RATED FEC RECESS0 HORIZONTAL SHAFT @ CONC DATE PROJECT NUMBER 1 1/2" = 1'-0" 171 1/2" = V-0" 183" = 1'-Ul 193" = 1'-0" 21 1/2" = 1'-0" p 1602.14.2023 184470 JA A0e41 Y J 7 1 2 3 4 5 6 8 9 10 12 0I I I I I I I I I I O z 212TH STREET SW PROPERTY LINE I SEE CIVIL DRAWINGS UNDER PERMIT 10'-0" STORM ACCESSIBLE ROUTE OF #BLD2019-0835 FOR FIRE LANE STRIPING EASEMENT T TRAVEL TO PUBLIC WAY r- ;I RISER ROOM , F_ �; 1034 10'-0" STORM CONCRETE SIDEWALK TYP. EASEMENT i I I 1033 i 0 i CONCRETED 1 BIKE —� o PARKING , I o I I I I I I I i i I o i — ' I o Lu I ' 0 � I � I I LU ❑ i I I �® J ' ❑�� I I I I o ❑, t % Q Ln ' ACCESSIBLE ROUTE OF TRAVEL iI -.-.-.-----. ❑ � � I I I I I �I ❑ � I I I z CD CD BUILD G U ED FLAG POLE 00, SIGN FIRE HYDRANT LANDSCAPE PROPERTY LINE CONCRETE SIDEWALK TYP.— 10'-0" STREET 10'-0" UTILITY D SETBACK EASEMENT 10'-0" UTILITY EASEMENT I I I I I I I I 3'-0" ELECTRICAL EASEMENT I I I I I 10'-0" UTILITY - EASEMENT I I I I I LIVING I I I I I I I I I I I I IUILDING A 163,986 SQUARE FEET I I TYP E12 I I I I 0 0 0 0 MINA BUS z N o 0 LOADING I I I I I I I I I — STAIR --1 — — — — — — — — — — — — — — — — — `_ TY I CONCRETE (E) CMU WALL ;— 0 1 I CONCRETE MECHANICAL (E) CONC. WALL—, 1 l — _ — i 9 10'-0" POWER LINE 10' SANITARY SEWER EASEMENT \ \ i 5 > 2 EASEMENT I\ \ I \ ----- ; --------------------------------------------+-------------------------------_� - --_. ----------------I--- -------- --------- ----=---�--- _-- ----_------- _-----------------_----- - ,PROPERTY LINE \5 W 0100 \ 1�0T\ ADJACENT PROPERTY I FA ❑ w ■ \ w WM_ IC W% w AtY% ■ r% 0+ SITE PLAN 1 1/8" = 1'-0" 10'-0" STREET — SETBACK TRASH ROOM STAIR — 2 I I GENERATOR 1031 ----------------7 GENERAL NOTES SITE PLAN 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, CONFLICTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION RELATED TO SUCH. 3. REFER TO CIVIL DRAWINGS FOR GRADING AND UTILITY INFORMATION. 4. CONTRACTORS SHALL VERIFY ALL LOCATIONS OF EXISTING UTILITIES, CARE SHOULD BE TAKE TO AVOID DAMAGE TO OR DISTURBANCE OF EXISTING UTILITIES. S. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR ALL PUBLIC RIGHT-OF-WAY IMPROVEMENTS. 13 6. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR THE LOCATION OF THE HOOK-UP. 7. THE CONSTRUCTION SHALL NOT BE WITHIN 10' OF ANY POWER LINES - WHETHER OR NOT THE POWER LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS OR ADDITIONAL EXPENSES. 8. SEE SHEET A1.01 - SITE DATA FOR FURTHER INFORMATION REGARDING NUMBER AND TYPE OF VEHICULAR AND BICYCLE PARKING SPACES PROVIDED. 9. FIRE LANE LOCATION IS DIAGRAMATIC, SEE CIVIL FOR EXACT LOCATIONS AND FOR STRIPING REQUIREMENTS. 10'-0" X 1 U-0" PED & SITE DATA UTILITY EASEMENT TOTAL PARKING COUNT: 83 \ LEVEL 1: 29 LEVEL P1: 54 - -- -- BICYCLE PARKINING : 10 ACCESSIBLE PARKING 5 - REGULAR STALL PROVIDED (4 ON L1; 1 ON LEVEL P1) 1 -VAN STALL PROVIDED (1 ON L1) 01 ' A REQUIRED ACCESSIBLE PARKING O *PER TABLE 1106.1 A MINIMUM OF 4 PARKING SPACES ARE REQUIRED TO I w z BE ACCESSIBLE FOR A PARKING COUNT OF 83. PER 1106.5 1 SPACE IS ? REQUIRED TO BE VAN -ACCESSIBLE. B Note: A total of 127 R-2 units are provided, and 83 parking stalls are provided, reducing the overall parking ratio to units to less than 1 stall per unit. IBC 2015 1106.2.3 "Where at least one parking space is provided for each dwelling unit or sleeping unit, at least one accessible parking space shall be provided for each Accessible and Type A unit." 1106.2.3 does not ONCRETE SIDEWALK TYP. apply to scope of project as the parking spaces are not meeting the minimum provision of 1 parking space per sleeping or dwelling unit. i SITE: 33,926 SF S) ONC. DRIVEWAY AND RASH STAGING AREA YP. SLOPE 1/4" PER 12" L I& NOTE: SEE CIVIL CONSTRUCTION PLANS REVIEWED UNDER PERMIT D#BL 2 1- FOR ALL REQUIRED 1 IVIL SITE IMPROVEMENTS. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. 0 M Vi O 0 � Z z O cn Q C/1 W LL O z O Q J wW Of V > O OCU w > �0o a �o o� O N 0 o m ~ = 4* o Z N z � w N Q a REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 SITE PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 10'-0" STORM EASEMENT { r (E) CMU WALL i V Y (E) CONC. WALL r O 1 ❑ 3 4 ❑ 6 8❑ I I I I I I I 9 10 12 A O I I I I I I SIGN 01 y FIRE HYDRANT LANDSCAPE I I I - o )PERTY LINE --- — I 0 0 SEE CIVIL DRAWINGS UNDER PERMIT 10'-0" STORM ACCESSIBLE ROUTE OF CONCRETE SIDEWALK TYP. 10'-0" STREET #BLD2021-0116 FOR FIRE LANE STRIPING UP TO ^ EASEMENT T�TRAVELTO PUBLIC WAY '� BUILDING MOUNTED FLAG POLE SETBACK BUILDING EDGE. 000, i ----------- i PLANTER, TYP. - - i PAINT, TYP PAINT, TYP i RISER ROOM O 1034 i ❑ 24 -11 DRIVE AISLE o CONCRETE SIDEWALK TYP.i ❑❑ BIKE PARKING O I I CONCRETE I I I I I 0 0 PASSENGER LOADING ZONE, VERTICAL MIN CLR 114" BIKE PARKING YF_PROPERTY LINE IU-0" UTILITY I EASEMENT I I I j00,— --------o - 10'-0" UTILITY AEASEMENTi 3'-0" ELECTRICAL EASEMENT I I I 10'-0" UTILITY - EASEMENT I I I I I I I I I oNEW INDEPENDENT LIVING NOTE: SEE SHEET FOR EHICULAIR AND PEDESTRIAN BUILDING SLOPES THROUGHOUT m PARKING GARAGE AREA 163,986 SQUARE FEET CCESSIBLE ROUTE OFT ----------_ I I I I I I MECHANICAL TYP �n) I I I I 0 0 O MINI S I I I I J I I I I I I I CONCRETE VA ffA ffA ffJ 02 VA ffrA ffA ffA ff, lAr"M ffA ff, W �IIIIIIII� III A 9AFffA Ilii�pl II. //I/��IIIIIIIII�III10�//��002 ❑ PROPERTY LINE n � SITE PLAN I 1/8" = 1'-0" OADING I ADJACENT PROPERTY L I — I 1 U-0" STREET SETBACK --- TRASH ROOM CANOPY ABOVE STAIR-2 GENERAL NOTES - SITE PLAN 1. REFER TO SHEET An 01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, CONFLICTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION RELATED TO SUCH. 3. REFER TO CIVIL DRAWINGS FOR GRADING AND UTILITY INFORMATION. 4. CONTRACTORS SHALL VERIFY ALL LOCATIONS OF EXISTING UTILITIES, CARE SHOULD BE TAKE TO AVOID DAMAGE TO OR DISTURBANCE OF EXISTING UTILITIES. 13 5. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR ALL PUBLIC RIGHT-OF-WAY IMPROVEMENTS. 6. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR THE LOCATION OF THE HOOK-UP. 7. THE CONSTRUCTION SHALL NOT BE WITHIN 10' OF ANY POWER LINES - WHETHER OR NOT THE POWER LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS OR ADDITIONAL EXPENSES. 8. SEE SHEET A1.01 - SITE DATA FOR FURTHER INFORMATION REGARDING NUMBER AND TYPE OF VEHICULAR AND BICYCLE PARKING SPACES PROVIDED. 9. FIRE LANE LOCATION IS DIAGRAMATIC, SEE CIVIL FOR EXACT LOCATIONS AND FOR STRIPING ❑ REQUIREMENTS. 10'-0" X 10'-0" PED & SITE DATA UTILITY EASEMENT TOTAL PARKING COUNT: 83 LEVEL 1: 29 -- -- LEVEL P1: 54 iBICYCLE PARKINING : 10 ACCESSIBLE PARKING 5 - REGULAR STALL PROVIDED (4 ON L1; 1 ON LEVEL P1) 1 - VAN STALL PROVIDED (1 ON L1) '� REQUIRED ACCESSIBLE PARKING *PER TABLE 1106.1 A MINIMUM OF 4 PARKING SPACES ARE REQUIRED TO z BE ACCESSIBLE FOR A PARKING COUNT OF 83. PER 1106.5 1 SPACE IS REQUIRED TO BE VAN -ACCESSIBLE. a B Note: A total of 127 R-2 units are provided, and 83 parking stalls are � provided, reducing the overall parking ratio to units to less than 1 stall per unit. IBC 2015 1106.2.3 "Where at least one parking space is provided for each dwelling unit or sleeping unit, at least one accessible parking space shall be provided for each Accessible and Type A unit." 1106.2.3 does not CONCRETE SIDEWALK TYP. apply to scope of project as the parking spaces are not meeting the �pp Y p P J P g p g minimum provision of 1 parking space per sleeping or dwelling unit. SITE: 33,926 SF ' SITE LEGEND 00, LANDSCAPE i — C I D 5'- 0" 5'- 1 5/8"0 CONCRETE SIDEWALK -------------- CONCRETE PT DECK L❑ ///000 I � I I ''' PEDESTRIAN ONLY WALKING AREA z�F• ❑ LOCATED WITHIN PARKING GARAGE LU ' d I I la❑ � z 0 I Q N i� -f�TRASH STAGING AREA I I i J, I I H J K L M NOTE: SEE CIVIL CONSTRUCTION PLANS, REVIEWED UNDER FILL/GRADE PERMIT #BLD2021- 0116, FOR ALL REQUIRED CIVIL SITE IMPROVEMENTS. e s¢a1 , rLVIV t p l F YA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. O 00 C1 z � O 0 � Z z o� �a w z z LL O z OJ � o Ir o z O > v co J CD O OCD O N _ J o � O ~ o = Z N z N Q � Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 B 12.18.21 City Comments #02 SITE PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 WE a 0 m 0 J Q z a /'11.LV � I I 19 A1.20 NOTE: ENTIRE AREA FOR ACCESSIBLE PARKING400 3 AND ACCESS AISLE SHALL BE FREE FROM OBSTRUCTIONS, 0 INCLUDING BUT NOT LIMITED TO COLUMNS, PLUMBING, ETC. ENTIRE AREA TO HAVE MAXIMUM 2% SLOPE IN ' ALL DIRECTIONS - o w EQ EQ NOTE: 5'- 0" MIN. ACCESS AISLE AT NON -VAN WALL- OR POLE -MOUNTED "NO PARKING" SIGN WALL- OR POLE -MOUNTED ACCESSIBLE PARKING SIGN o (TYPICAL AT EACH ACCESSIBLE STALL) I CL ACCESSIBLE STALLS T-0" VAN STALL PLUS 8'-0" MIN. ACCESS AISLE i ACCESSIBLE PARKING STALL - ICC A 1/4" = 1'-0" ............ 1 _0 19 1 0 A1.20 . ••••..................... ..... PRE -CAST CONCRETE WHEEL STOP z cn g . Iu Q STAND 1/4" = 1'-0" 4 INCH PAINTED STRIPES 12 INCH HIGH PARKING SPACE NUMBER VVV VARIES 8'-6" TO T-0" EQ_ EQ 8'-0" PRE -CAST CONCRETE WHEEL STOP EACH PARKING STALL 4 INCH PAINTED STRIPES Q I_I_I g m Ln IL PAINTED ACCESSIBILITY SYMBOL z v Q TYPICAL AT EACH ACCESSIBLE o � SPACE E o z Q ARD AND COMPACT PARKING STALL DIMENSIONS - SFO PROVIDE SIGNAGE 1" HIGH LETTERING ON A 8"x12" WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY ON WALL OR FLOOR FOR ACCESSIBLE BIKE PARKING STALLS. MOUNT ACCCESSIBLE BIKE SIGN IN CONSPICUOUS LOCATION, VERIFY LOCATION WITH ARCHITECT ACCESSIBLE FLOOR MOUNTED BIKE RACK 30"X48" CLEAR FLOOR SPACE ACCESSIBLE BIKE PARKING 1 1 ACCESSIBLE BIKE PARKING 3/4" = 1'-0" SECTION AT WALL SECTION AT POLE ELEVATION 2 INCH DIAMETER STEEL POST WITH CAP - CENTER ON PARKING SPACE WHITE LETTERS AND SYMBOLS ON BLUE BACKGROUND. SIGN TO BE NON -GLARE LOWER SIGN TO READ "VAN ACCESSIBLE" (AT VAN DESIGNATED SPACES ONLY) 1/4 INCH STEEL THROUGH BOLTS ANCHOR BOLT -1 /4" DIAMETER (4) 1/4 X 8 X 8 INCH STEEL PLATE WITH 3/8 INCH HOLES 1 X 1 INCH FROM CORNERS WALKING SURFACE NOTE: ALL STEEL FASTENERS TO BE G185 GALVANIZED � ACCESSIBLE PARKING SIGNAGE - ICC/ADA J 3/4" = 1 '-0" 0 z 0 BASE PLATES 5 INCH DIAMETER TACK WELD 1/4 INCH CAP PLATE OVER FASTENERS ANCHOR BOLT -1/4" DIAMETER (4) POST TENSIONED SLAB � 7 BICYCLE RACK -WIDE SPACING - 4 BIKES ' L 3/4" = 1'-0" T-9" 6'-3" M - F» WHITE PAINT R =24" � z R = 12" 3'-9" TRAFFIC ARROW DETAILS ' v 1/4" = 1'-0" r� d 17 BOLLARD ON PT SLAB. 1 1 /2" = V-0" CONCRETE FILLED STEEL BOLLARD - 3 INCH RADIUS CAP - PAINT'OSHA' YELLOW STEEL EMBED -SEE STRUCTURAL DRAWINGS __ONCRETE SLAB 2 INCH DIAMETER STEEL POST 'VITH CAP CENTER ON PARKING SPACE GREEN LETTERS ON WHITE BACKGROUND - PER LOCAL CODE REQUIREMENTS /4 INCH STEELTHROUGH- 3OLTS kNCHOR BOLT 1/4" DIAMETER (4) /4 X 8 X 8 INCH STEEL PLATE VITH 3/8 INCH HOLES 1 X 1 NCH CORNERS VALKING SURFACE r� RIIlGC (nl +/_ in, _ 1 1 /7" BICYCLE RACK -WIDE SPACING - 5 BIKES ' J 3/4" = 1'-0" � Q BOLLARD ON PAVING ' v 1 1 /2" = V-0" CONCRETE FILLED STEEL BOLLARD 3 INCH RADIUS CAP PAINT'OSHA' YELLOW CONCRETE SIDEWALK BASE PLATES - 5 INCH DIAMETER -TACK WELD 1/4 INCH CAP PLATE OVER FASTENERS ANCHOR BOLT -1 /4" DIAMETER (4) POST TENSIONED SLAB 1/2 INCH RADIUS PRE -CAST CONCRETE WHEEL STOP EPDXY BONDING AGENT DRIVING SURFACE 1 Q PRE -CAST CONCRETE WHEEL STOP IJ 3" = 1'-0" NOTE: ACCESSIBLE PARKING SPACES (1106.1) TOTAL PARKING SPACES PROVIDED IN PARKING FACILITY: 86 (76-100) REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES: 4 ELEVATION 20 PIPE GUARD, TYP 1 1 /2" = V-0" qG PII 4RD, UTY; ZEQU1 TE Wi PLAN 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 (V O 00 m z Z z O� 0 V Lu 0 LL z 0 z O 2 > J o 0 z O J �00 0 8 O� 0 N O co 1 o Oco _ Z CD N 4t z Q� (4 w Q a REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 SITE DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 n n io n V D V 1 CANOPY -PLAN ' 1 /4" = 1 '-0" n 4 CANOPY -SECTION 1 /4" = 1 '-0" :EL YP Ee ('1 1TTCm w a w L w 0 w 60 N L w L w L w 7 CANOPY -ROOF Z. 1 /41' = 1'-01, _LEVEL 3 � 126' - COUNTERTOP AND CASEWORK (BY OTHERS) ` 0 O 3 CANOPY- RCP 1 /41' = 1'-01, _ LEVEL 126' - 10 1 /4" LEVEL 2 LEVEL 2 5 CANOPY -SECTION -2 1 /4" = 1 '-01, cr w (- J w (- J a w (- J cr 0 w 80 N , `II lT cr w lT L w cy w > STEEL COLUMN i STEEL BEAM =E STRUCTURAL )R MEMBER SIZING 9281 , I p��II W YA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N CD 00 0-) z to 0 o Z z O V1 W 0 z z LL O O o O z O > �00 J 8 N O oCD J o Oco CD 2 Z N z w N Q � REVISION DATE REASON FOR ISSUE 12.30.22 CCD 003 SITE DETAILS - CANOPY CONSTRUCTION SET DATE PROJECT NUMBER 11 /11 /2022 184470 � 0 CCD 003 KEY NOTES - PARKING LEVEL FLOOR PLANS GENERAL NOTES OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE PARKING LEVEL FLOOR PLANS TREATMENT, SEE DETAIL 12 / A(l_41 2O ELECTRIC VEHICLE CHARGING STATIONS 1. REFER TO SHEET AE1 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2L 2. OMITTED OELECTRIC VEHICLE CHARGING STATIONS - FUTURE 3. PROVIDE GUARDS AT EXPOSED PIPING AND CONDUITS IN ACCORDANCE WITH DETAIL 2C/A1.20 4. PROVIDE BOLLARDS TO PROTECT DUCTS, EQUIPMENT AND OTHER CONSTRUCTION FROM IMPACT BY 4O BICYCLE RACK; 10 STALLS TOTAL, 5%TO BE VEHICLES, IN ACCORDANC = WITH DETAIL A1.20 . ACCESSIBLE 5. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS 6. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. O5 COLUMN TO BE FINISHED WITH WALL ASSEMBLY 7. SEE ;HFF"-S A0.21, A0.31 FOR WALL ASSEMBLIES. 9M.2 8. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET G2.01 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 9. SEE ENLARGED PLANS FOR DETAILED DIMENSIONS, WALL TAGS AND DOOR TAGS 10. MAINTAIN MINIMUM CLEAR HEIGHT OF 98 INCHES, MEASURED VERTICALLY FROM FLOOR LEVEL TO • • FI #93: Connex Location Between Shoring Wall and Fence LOWEST OVERHEAD OBSTRUCTION, COMMENCING AT POINT OF ENTRY OF PARKING GARAGE TO LOCATION OF ALL ACCESSIBLE PARKING STALLS REGARDLESS OF WHERE SUCH STALLS ARE LOCATED IN THE GARAGE. 11. HM DOOR OPENINGS IN CONCRETE CURBS AND WALLS INCLUDE 1" CONSTRUCTION TOLERANCE. MASONRY OPENINGS DO NOT INCLUDE ANY TOLERANCE. 1 2 3 4 5 6 8 9 10 12 13 12. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR 7 WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N O 00 Cn z Vn 0 0 � Z z O V) V w o 0 z z LL o O � o o z O Lu > U)00 00 J r 8 O oN O � O = 4t Z ON z � aN Q w a REVISION DATE REASON FOR ISSUE RFI - 001 06.22.22 AS1001 09.07.22 RFI - 125 05.12.23 CCD 007 05.10.23 RFI 307 PARKING LEVEL 1 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 O ILN FO CONC 1 O2 O3 4 5O 6 0 8) 9 10 12 I I I I I I I I I I I 12'-51 /2" 14'-41/2" ' 6'-2" 1 13'-0" U z 0 714! ---I------------3 30' - 0" A4 52 4"� 1 1 1 5 2 23' - 31 /2" 28' - 6" 27' - 31 /2" 1 A4.01 1 1 IT- 83/4" 1 9'- 5 3/4" .------------------.- .-„�---------------------- ---_ 1 6L PAINT z PAINT v PLANTER, TYP O 0 0 4 1007 0 COLUMN, TYP _ ry mo , (SEE STRUCTURAL) 13 I 23' - 7" LU 0 BOLLARD, TYP 00 24'-11" TYP I I DINING 5,2 22'-0" MIN ACCESS AISLE 12 - - _ F 61 F 1 1007 -------------------� Al ---- --- - �n OPASSENGER , BISTRO LOADING ZONE, GREAT ROOM I sAO - VERTICAL MIN CLR 114" S10 6' S10 1001 i 1007A 1007B ' 1 � 0 o o VEST. o f q 60" CLR 4 a 1 00 f- I FRAMING-WOMEN'S �n N M WALL BELOW- V- �----- - - 4 L1\ -EnF 4 I ' o RR 1009A -- I8'-0„ i �� 0 1006 BEVERAGE KITC4N7-� TATION 1009 ; -- -- A1.2o o� R 1010 � ,, I 1005 � -� <__ FAMILY ROOM L- - - -- - - - - -- - 2'-81/4" - 1 PAINT, TYP O _ I- I rn MENIN CLR „ ■ 60 CLR C-R:' \ fo I 1020A - MAIL L- I 0 3 PAINT, TYP 1 - 11 - -- 1 I� , z 1 2A \ 1003 � ELEV. WAITING , o I A4.51 = - - DI COVERY/ 4 m m 1004 ' I - - -------------------- --------------------- -- I - 5. cn `o -tONF. _ i 6 9" 0 4 I T"Piq1 6 I � -- I--�-� _ � 1022 � AFi_21 � - I I` DRY STO R. ROOM= z 8; I SI00 I w -- 012 �- USINESS OFFIC 2B rl I 101 Ln MGR 021 25'-91/2" ® o- _ _ _ _� 1� I 1027 102 I ELEV - 1 ELEV - 2 - 22'-0" M IN ACCESS AISLE ' "' ' I- 1027 TYP I I � � - � 1 20 _-- � T -1 M --- 3 CZM1N I -SALES MGR _ � - I ITT - - - - 1 - - 102 1024 1023 1019E � 1019A - � -------------- -I- - STAIR - 3 - 9=0 - - ' _ 10 �� • c� l 1026 1 RR-1 - ' I I + 023 1019A ASI 001 I 5.2 ACCESSIBLE ROUTE OF TRAVEL I_ L J F 6 - - 1 6 ---- - _ - - 1 ati �� *2% MAX CROSS SLOPE @ 1 1 I 1 25 101 B RECEIVING 10 9B ACCESSIBLE STALLS AND Ii 024 -1 EMPLOYEE J 1017 ' CORRIDOR I - -TRAS 7 2 2K6' ROUTE OF TRAVEL I L UNGE 1016 1015 I^ I ' 1018 1017C - ' 1015 , o A I 10 10,91roll 80 I EXEC DIR. SALES MGR OF 101 TRASH - Ll Li 1025 1024 1618 i MOP SINK COLLECTION I z UP j o z I NNo Slope] LOADING i 95'-1 5/8" 1 EO 4 i I � '\- I i 0)18' - 0" I 1 14' - 61 /4" 4'- 3" 1MINI PUS AREA TO 5 RECEIVE IZ 6 VAN ACCESSIBLE �i D TRAFFIC � � � PAINT, TYP AB60 4'-6" 4'-21/4" COATING 8' 1 A TYP ---------------� O z 8' 6" 8' 6" 8' 6" Q z 22' 13/4" 4 Cf oo A 4 z N o A Fit Q� Ah n2 I DN STAI R F1 I f.Q3' J g N z ' _ 1 _ _ J N RFI - 047 5.1 STAIR - 2 -- _ --------------------------� NO SLOPE � 1 6 t - . 1E1 - - - i - -THIS AREA - - - - - q - - 11 t1-1 UP X .1 i 1 1 1 0 0 1 1040 z I i95' 1 5 „ 3 2 I GUARD RAIL @ 19'-2" 14 SLAB EDGE / --------- I BOLLARD 5 3.5 1 00 m KF 7 I Li -1 18'-0" 2 I DN I I I I I 5.2 6 i Q 5.2 3B8.2 3G 1 i �4.1 o131121 •-- 35 I I I I I N MECHANICAL 1 1032 103 o 5.2 3.5 8'-6" 8'-6' 8'-6" 8'-6" 8'-6" 8' 6" 10 FO C NCB I \ J M.1 z \ 3 8 o11 \ I I I I I n I LEVEL 1 1/8" = 1'-0" 1 1 I 9'-0" 9'-0" 9'-0" 9'-0" 25-6" --------------------------- ---= I\ IN, 1 \ 1 \ 2 \ 1 DOWNSPOUT I I I rn o u Z N 12'-2" 5 AB.1 sl 002 m I 0 25- 41 /4"- - m CLR O j V GENERATOR 1031 TRANSFORMER- i Fn ----------------- --- - ---------- -- zl O �0 GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS An 11 & A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEET An.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON C12�FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. O❑ 7. REFER TO ENLARG=F) UfJIT PLANS (A5 7--A5.%EML) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6'-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET=?? FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS KEY NOTES - PARKING LEVEL FLOOR PLANS OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / An 41 OELECTRIC VEHICLE CHARGING STATIONS OELECTRIC VEHICLE CHARGING STATIONS - FUTURE 4O BICYCLE RACK; 10 STALLS TOTAL, 5% TO BE ACCESSIBLE 5O COLUMN TO BE FINISHED WITH WALL ASSEMBLY 9M.2 O Ln PROJECT v cn Ln 9 N D 0 *GRAPHIC DIMENSIONAL N CLEAN UP E 0 N Ln m 0 N L CV - M - 91281 ,A It of Via !-- at: 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC " Review is for clouded, identified revisions only. Reference originally approved drawings. N 00 M V) O C Z z O Un >a W 0 z z LL o O :�i 0 LU � � z O ; �00 00 J o O N oCD J o o CD = CD Z N z a� 0- N Q w REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 5 03.14.22 CONSTRUCTION SET 06.22.22 AS1001 06.22.22 RFI - 047 07.07.22 AS[ 002 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEVEL 1 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 an 1O T O 05 6 7 8 O 10 12 13 12'-5 5/8" 14'-4 1 /2" 6'-2" 13'-0" 18'-6" 23-3 1 /2" 28'-6" 2T-3 1 /2" 13-8 3/4" 9'-5 3/4" 23'-7" SEE FOR CANS DETAILS Aft PLANS II! zo I L-C2 226 CD FO SHTG `O 31 /2" I I 6' 73/16" T-01/4" 1'-0" i �---------- -� H------------- — — — _ I0 GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET An n1 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS6B"111&jW-21 FOR WALL ASSEMBLIES. 5. SEE SHEET A02FORTYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON��FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGFD Hf JIT PLANS (7.7" -A5_ ®5) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6'-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET A11 07 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. KEY NOTES - FLOOR PLANS CANOPY 1 O STRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE PLAN 3 1 1 1 1 1 1 A4.n1 A4.51 TREATMENT, SEE DETAIL 12 / A0.41 _ O2 STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING 3.11 NO AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED ------------ ------------------ ---- ----------------------------------------------------------- -------------------------------------------------------------------------------------------------- LL - - SIDES ---------- 3/4" 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING —'— 1/2 FI #34: Balcony Floor Drains 4'-6" AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL � SIDES 6'-1"� — I � 7'-9" �3'-0" 5'-111/16" � • O STORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. 1 8„ 3' 11 3/4" 21 /2" 1 ' 01 /2� 6„ . i. ' 2" , �� _ _----- - - - - - - - - - ELEV - 1 ELEV - 2 I LEVEL 2 1/8" = 1'-0" PROJECT , 610/ ig-74- X10F►A 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jun 01 2023 APPROVED DATE Q0 N CD 00 z to 0 C Z z O LU o z z LL o O o o z O LU00 > J o O N oCD J o ODO CD ZCD = N z D_ REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 07.26.22 RFI - 088 12.30.22 CCD 003 05.12.23 AS1009 REVISION May 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 2 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 SHEET-NMBER 11 IN 1 2 3 4 5 6 7 8 9 10 12 13 12'-5 5/8" 14'-4 1 /2" 6-2" 13-0" 18'-6" 23-3 1/2" 28'-6" 27'-3 1 /2" 13'-8 3/4" 9'-5 3/4" 23'-7" 2 A� GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET = FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS AQ-11 & A0 21 FOR WALL ASSEMBLIES. 5. SEE SHEET Aa_41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARG=D HIJIT PLANS (�5.25 �FRIF;) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET A11 _(12 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'613.1' U.N.O. 1 LEVEL 3 L '1 KEY NOTES - FLOOR PLANS OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / 41 2O STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL SIDES (D STORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. 1, A.M t 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jun 01 2023 APPROVED DATE Q0 N CD 00 C1 z ,^ v / 0 (� Z z O Lu o z z LL O O o O z O Lu00 > J o O N oCD J o ODO CD ZCD = N z N Q D_ Q w REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 07.26.22 RFI - 088 12.30.22 CCD 003 05.12.23 AS1009 REVISION May 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 3 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 i n n io n V D V 12'- 5 5/8" 14' - 41 /2" O 6'-2" 13'-0" 18'-6" VA a 23- 31 /2" 190' - 4 5/8" 28'-6" 0 27' - 31 /2" 13'- 8 3/4" GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET= FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS =& A00 21 FOR WALL ASSEMBLIES. 5. SEE SHEET =1 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON Gip FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGFD HrJIT PLANS (A5 e,� 2� �) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALLAND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, 0 12 13 UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6'-0" MINIMUM CLEAR, TYP. 9'-53/4" 23'-7" 13. CORRIDOR HANDRAILS SEE SHEET Al= FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS All 1-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. LEVEL 4 � 1 /8" = 1'-0" PROJECT KEY NOTES - FLOOR PLANS UMN TO RECEIVE CHAMPFER EDGE DETAIL 12 / AO.41 UMN TO RECEIVE 1/2" FURRING 5/8" TYPE X GYPSUM ON TAGGED UMN TO RECEIVE 1/2" FURRING 5/8" TYPE X GYPSUM ON ALL O BE BETWEEN 15"- 48" A.F.F., TYP. 9281 , 17 .'�Ofl ►, d►a111 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jun 01 2023 APPROVED DATE Q0 N CD Ob 0-) V) 0 !� Z z O Lu o z z LL 0 O o 0 z O > �00 J o O N oCD J o ODO CD ZCD = N z N Q D_ Q w REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 06.14.22 RFI - 043 07.26.22 RFI - 088 05.12.23 AS1009 REVISION May 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 4 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 h A2*014 \A GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEESHEETSAU3&A� FOR WALL ASSEMBLIES. 5. SEE SHEET �1 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON GHQ FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARG=D HIJIT PLANS (A5.7' -AS. IE'-) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE D 2 3 4 5 6 7 8 9 10 12 S OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET A11.02 FOR DETAILS 9/10 12'-55/8"' 14'-41/2" 6'-2" 1 13-0" 18'-6" 23-31/2" 28'-6" 27'-31/2" 13-83/4" 9'-53/4" 23-7" 14. SEE EXTERIOR ELEVATION SHEETS All1-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. KEY NOTES - FLOOR PLANS A 1/8" = 1' 0" PROJECT OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / A0.41 2O STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL SIDES OSTORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. 9281 (wVA _ 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jun 01 2023 APPROVED DATE Q0 N CD Ob V) 0 !� Z z O LU o z z LL 0 O o 0 z O LU00 > J o O N oCD J o ODO CD ZCD = N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 07.26.22 RFI - 088 05.12.23 AS1009 REVISION May 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 5 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 SHEET-N-UMBER h A2eO5 11 IN 12'-5 5/8" 14'-4 1 /2" L 6'-2" L 13'-0" 23-3 1 /2" M. 27'-3 1 /2" 13-8 3/4" L 9'-5 3/4" 23'-7" GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET1Q,01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETSIAB`111&AO.21 FOR WALL ASSEMBLIES. 5. SEE SHEET,-Q.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ONE= FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGFD WJIT PLANS (�MMF;) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALLAND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6'-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET A�2 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. LEVEL 6 � r/ 9281 c 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jun 01 2023 APPROVED DATE Q0 N CD 00 m z to 0 o Z z O Lu o z z LL O O o O z O Lu00 > J o O N oCD J o ODo CD ZCD = N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 06.14.22 RFI - 043 07.26.22 RFI - 088 03.14.23 RFI - 247 04.07.23 CCD 005 05.12.23 AS1009 REVISION May 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 6 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 SHEET-NMBER A2*0)6 1 2 3 4 5 6 7 8 9 10 12 13 I I I --- ------------ ---- I 171'-6 1 /8" = 1'-01, w a 0 tl w a. 0 Ln II II II II n 41an? �J 1 A4.52 1:1 1:1 1:11:1 NQ 1:1 E 3 1 A 4-51 ----------------------- -------------------------------------------- ----------------- - -- w -OUTLINE OF WALL BELOW v, B II / II 33 oo SLOPE 0 SLOPE 170'-11 3/4" m I II II j II 1 II i A7.97 ❑ ❑ \ / w ' 0- ❑ / 0 \ II N � j! / \ 2 ❑ / 171'-6 3/ A452 J II ID 5 ❑ ALIGN WITH DOWNSPOUT WITH WALL BELOW LU SPLASH BLOCK ❑ ❑ l O ❑ SLOPE SLOPE j SLOPE! - - ❑❑ - - ®®� ❑ ❑ - l �T ! w SLOPE aII j 0 ❑ J � k I SLOPE TYP 16 A7-24 GENERAL NOTES - ROOF PLANS 1. REFER TO SHEET An.n1 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SHEET A0.31 FOR HORIZONTAL ASSEMBLIES. 3. PROVIDE ROOFING MANUFACTURER'S STANDARD WALKWAY PADS BETWEEN ALL ROOF HATCHES, ROOF ACCESS DOORS, AND ROOFTOP EQUIPMENT AND AROUND PERIMETER OF ALL ROOFTOP EQUIPMENT. 4. PROVIDE POSITIVE ROOF SLOPE TO DRAIN AT MINIMUM SLOPE OF 1/4" PER FOOT MEASURED ALONG VALLEYS, UNLESS NOTED OTHERWISE. S. ROOF PENETRATIONS SHOWN ARE SCHEMATIC IN NATURE; COORDINATE ACTUAL SIZE, TYPE AND LOCATION OF EQUIPMENT. CURBS, AND ANY OTHER ROOF PENETRATIONS THAT MAY BE REQUIRED TO SUPPORT, SECURE OR FLASH ROOFTOP EQUIPMENT. 6. VERIFY AND COORDINATE SLAB PENETRATIONS INCLUDING SLEEVES & BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 7. COMPLY WITH THE MOST STRINGENT OF SMACNA, NRCA OR MANUFACTURERS' REQUIREMENTS FOR FLASHINGS, COPINGS AND OTHER SHEET METAL CONSTRUCTION. 8. VERIFY ROOFING MANUFACTURERS MINIMUM REQUIREMENTS FOR LAPPING OF ALL MATERIALS. BRING CONFLICTS WITH ARCHITECTURAL DETAILS TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION. 9. REFER TO DETAILS FOR TOP OF PARAPET DATUMS. 10. SEE MEP AND LANDSCAPE DRAWINGS FOR ROOFTOP FURNISHINGS, EQUIPMENT AND PENETRATIONS. 11. VERIFY THAT BUILDING APPURTENANCES COMPRISE NO MORE THAN 20% OF BUILDING SURFACE AREA ABOVE THE MAXIMUM HEIGHT PER ECDC 16.06.020.B. I N 2, 84 ❑ 18' 0" ELEVATOR ❑ 10, MIN CLR FROM BLD EDGE 00 OVERRUN ❑ I k ......... ..................... IF 171'-6 3/4, 171 '-6 TRASH VENT 1111 ROOF PLAN LEGEND MECHANICAL EQUIPMENT & DUCTING, LOCATION ARE APPROXIMATE; GC TO COORDIANTE EXACT LOCATIONS IN FIELD (SEE MECH) FI #74: Rooftop Mechanical Equipment 9Q81 Till � 0 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. (V 00 M O 0 (� Z z O V w o 0 LL oz z_ O Q J wW Of t �'� V > z O W i J l/i 00 C) 8 O� O N O 1 0 Z N = � z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 5 03.14.22 CONSTRUCTION SET ROOF PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 W U L¢L 0 0 n, 0 LU LU Q B �I M 00 GENERAL NOTES - EXTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. S1312 10 9 8 7 6 5 4 3 2 1 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR PROJECT DATUM). 3. SEE SHEET Al2-21 FOR WINDOW TYPES. 4. SEE SHEET Al2.22-Al2.23 FOR STOREFRONT TYPES. 1 1 1 3 5. SEE DOOR SCHEDULE SHEET Al2-01 FOR DOOR LOCATIONS AND TYPES. RFI 391 siding types for residential A4.01 A4.52 A4.52 6. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. balconies 7. REFER TO A0.1 1 FOR EXTERIOR WALL TYPES 8. EXTERIOR DOOR AND WINDOW GLAZING AT OR BELOW LEVEL 1 ALONG NW 212 AND NW 72ND ST TO E-21F�3&17� E-9 E-2 E-5 RECEIVE A MAXIMUM GLAZING TINT OR MIRROR FINISH OF 40%. E-4 _ _ _ E-1 _ CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE h 9. VTAC LOUVERS PAINTED TO MATCH ADJACENT SIDING COLOR. Q 173173' - 9" 10. WALL FLASHING LINES ADDED. %\ SIM 11. MECHANICAL EXAHUST AND LOUVERS TO COMPLY WITH THE FOLLOWING (SEE EXHAUST CLEARANCE \ - DIAGRAM DETAILS 3 & 4 ON SHEET A3.12 FOR TYPICAL EXHAUST CLEARANCE REQUIREMENTS): __CATEGORIRIY A - � 7 A. WALL MOUNTED TYPE I GREASE EXHAUST FAN: _ _ _ i KEYNOTES A7 22 _ _ OF CALCS - TOP OF PLATE� a. NOT LESS THAN 10-FT ABOVE GRADE 1 I I 166' 1 3/4'1 b. NOT LESS THAN 3 FT TO A FIXED NON -OPERABLE WINDOW ' C. NOT LESS THAN 10-FT TO AN OPENABLE WINDOW OR DOOR B E-22 1 __- ❑ ❑ ❑ P m d. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION K - K ` K �K] dLE]kF71 F7 Ij \ 12 FROM TE AIR INTAKE LOUVER A ® x A A A A 00 B. WALL MOUNTED TYPE II KITCHEN EXHAUST FAN: r, ' • \ - 11 P a. NOT LESS THAN 10-FT ABOVE GRADE LEVEL 6 oL i 2 157' - 2" b. NOT LESS THAN 3-FT TO AN OPENABLE WINDOW OR DOOR i �,--- r ® J = I A7.22 C. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION 1 FROM AN AIR INTAKE. g EJ / 0 ❑ 0 ❑ 0 ❑ 0 g ❑ 0 ❑ 0 ❑ g 0 ❑ C. ENVIRONMENTAL EXHAUST LOUVERS: \ \ \ - a. NOT LESS THAN 10-FT ABOVE GRADE WHERE DISCHARING TOWARDS A WALKWAY 11 00 x A A K�] A A x A A A A b. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION i P z LEVEL 5 FROM AN AIR INTAKE LOUVER. 14 LU - I i A7.22 o ¢ 0 ❑ 0 ❑ 0 �, Ll ❑ � _- ; 0 ❑ 0 ❑ 0 ❑ o = o w KEYNOTE -ELEVATIONS B B w LL w = III �/w III\ = oLU /x\ A e ELI1E Eli�❑� ® x ___ �❑ �❑ �❑ p Q z o _ _ � - � _ -LEVEL 4� CATEGORY A - SUBSTRUCTURE (FOUNDATIONS AND BASEMENT CONDITIONS) TYP i = LL ¢ 136' - 11 1/2'1 SHEET I � "' � KEYNOTES 1 _ �❑ 0 ❑0 ❑0 ❑' QI� 0❑ 0❑ 0❑Ln n A7.45 ' = o E-1 FIBER CEMENT PANEL - 1A (WHITE) ICI B \ B w `�' w E-2 FIBER CEMENT PANEL - 1 B (GREY) w m w x\ F<�>l A� El K�d El K�l % w o p E-3 FIBER CEMENT PANEL 2 (VERTICAL) fV -mu wffl��l--- � - 0 w E-4 FIBER CEMENT PANEL LAP SIDING - 3A KAHKI BROWN ' _ ' G m �' LEVEL 3 ( ) - - 2 - _ _ _ E-5 FIBER CEMENT PANEL LAP SIDING - 3B (COBLE STONE) I w 126 - I ® --®- I I o ^ _ E-9 VINYL WINDOW \ � ❑ ❑ � ❑ ❑ � _-- i � ❑ ❑ NTYP � E-10 TPO SLOPED ROOF B - B B 8 20 y � _ E-12 ALUMINUM FRAMED STOREFRONT WINDOW SYSTEM N O - 8 AEl 00 \ A7.22 o B o E-14 STEEL CANOPY ® e A7.450� 10 o U E E-17 ALUMINUM RAILING, 42" MIN HEIGHT A.F.F. _ ,_ _ LEVEL 2 E-21 UNIT EXHAUST & LOUVER 4 - --- a E-22 UNIT VTAC & LOUVER (AIR INTAKE) �n 4 24' 3" QQAVE E-2 0 �7 F3 U 2 nd � T T T T T o E-2 S5 ELEVATION LEGEND ww � S4 LLt L i L S2 � III 11/ 11 JLEVEL 1 102' - 9" E-12� - PEDESTRIAN OPEN TO GARAGE PLANTER AVE GRADE (IBC) L Q -0" CLEARANCE � EXHAUST 10' • _-RFI #57: Window Discre anc - 99'-43/4" FROM AIR INTAKE MECHANICAL EXHAUST CLEARAP Y MECHANICAL INTAKE CLEARANCE; MAINTAIN 3' MINIMUM CLEARANCE C hom MAINTAIN AVE GRADE (ZONING) Q FROM ALL BUILDING OPENINGS, TYP. 1 O' MINIMUM CLEARANCE FROM 98,9„ ___________ EXHAUST 3'-0" CLEARANCE FROMOPENABLE DOORS & WINDOWS EXHAUST @ ALL MECHAINCAL AIR INTAKES, TYP. - - LEVEL P1 OL 91'-0" 1 NORTH ELEVATION ' 1/8" = 1'-01, 0 i A Q MECHANICAL INTAKE CLEARANCE; MECHANICAL EXHAUST L MAINTAIN 1 O' MINIMUM CLEARANCE K H CLEARANCE; MAINTAIN 3' FROM EXHAUST @ ALL MECHAINCAL MINIMUM CLEARANCE FROM AIR INTAKES, TYP. ALL BUILDING OPENINGS, TYP. - V V- I J I I x"" I L" L v l I I V I 1 1 1- 1 /\ 7 EAST E L EVAT I O N L 1/8" = 1'-0" nF NOTE: SEE DETAIL 4/A3.12 FOR KITCHEN & GREASE EXHAUST CLEARANCE REQUIREMENTS nE nD A AIR INTAKE, PER 1U-0" MIN MECHANICAL FROM EXHAUST, TYP. 0 CIS ZONE MAX HEIGHT 75' ABOVE GRADE PLANE h 173' - 9" - +104' (384') +101' (381') DATUM POINT +100' (380') GROUND FLOOR (+1') GROUND FLOOR (-2') TOP OF MANHOLE' ROOF CALCS - TOP OF PLATE h PROPERTY LINE 166' - 1 3/�4" +103' (383') GROUND FLOOR B +102.5 � °° D m LEVEL+102 - - 157' - 2" +102 E-9 z---- - - - - - - o ---- -- --�- C A CD +104 18.5 z - LEVEL 5 L � Q 147' - 0 3/4" HEIGHT CALCS A to B = [(104 + 102.5)/2] x 93.6 = 9,664.2 +99' (379') GROUND 1.3, o I B to C = [(102.5 + 102)/2] x 74.4 = 7,607.4 61-0" FLOOR (-4') LL o Y o C to D = [(102 + 102)/2] x (3.8 + 18.5) = 2,274.E +98' (378') co D to E _ [(102 + 97.5)/2] x (10.3 +1.3+48.5+3.0) = 6,294.2 0 N -� LEVEL 4 Lq Et F- 975+9425/2 736 =70564 00 ~ 136' - 11 1/2" I O - [( ) ] X ( ) NOTE: AVERAGE GRADE PLANE F F to G = [(94.25 + 95.75)/2] x (47 + 8.6) = 5,282 MARKERS ARE SET AT LOWEST POINT -i w CD G to H = [(95.75 + 97)/2] x (68.9 + 8.6) = 7,469.1 BETWEEN THE BUILDING AND THE LOT Q w LINE OR WITHIN 6' OF THE BUILDING w m CD+101.5 H to I = [(97 + 98)/2] x (75) = 7,312.5 3.0 +97' (377') 0 1 to J = [(98 + 101.5)/2] x (67.6) = 6,743.1 w - B _ - LEVEL 3oL J to A = [(101.5 + 104)/2] x (68.7) = 7,058.9 126 10 1/411 M P LLJ - Cn AVE GRADE _ (9,664.2 + 7,607.4 + 2,274.6 + 6,294.2 + E _ o 7,056.4 + 5,282 + 7,469.1 + 7,312.5 + 6,743.1 + 7,058.9) +97.5 671.4 = 99.4 (99'-4 3/4") PROPOSED LEVEL 2 oL BUILDING AREA 7. 116'-9" �� BUILDING PERMIMETER: 93.6 + 74.4 + 3.8 + 18.5 + 10.3 o I � + 1.3 + 48.5 + 3.0 + 73.6 + 47 + 8.6 + 68.9 + 8.6 + 75 + I 67.6+68.7=671.4 . ...... .................... ......... .......................... I 75.0 68.9 47.0 I - - - - LEVEL 1 oL - 110 AVE GRADE GD99' �- � I - - 4 3/41 o�o -- --- AVE GRADE (ZONING) OL 98'-9" I H +98 +97 G F +95.75 +94.25 #:� GRADE PLANE DIAGRAM - 2015 IBC J 3/64" = 1'-0" +96' (376') +95' (375') +94' (374') EXHAUST VENTS ADDED TO ELEVATIONS 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC * Review is for clouded, identified revisions only. Reference originally approved drawings. (V O 00 d') z V� OO 0 � Z z Ov) V W 0 LL oz z_ 0 > Q J � w af 0 z O ; �00 J C) o O� O N 0 4t CD Z z Q (V Q w REVISION DATE REASON FOR ISSUE C 02.08.22 City Comments #03 E 03.09.22 Mech. Comments #05 06.13.22 RFI - 037 06.21.22 RFI - 057 07.07.22 AS1002 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BUILDING ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 ■ © 0, 0 © De ■ e. MENOMINEE NONE &OEM L111 17—:11ENEMM VA w, Ell COMMONERS Ism MENOMINEE IN No ■ v � � � ■■■ � ��---_� O ■ ■■ � COO] ■� � � � , ,—�® ■�.NINE MIN NINE 131111 Elm RERM�l 110111 Ll NNNNN`10 N7 E 0 IM ■I■� �■�� ■■�-m � � � ■■ram■■ E, n _ ��] J- PJ Col _ - -!■ a � ■ COS , C�� ■----- O � � COO■ � � JI E _� �® ®� NONE moms�—� E Is EMEN11 M R F 1 37 MENOMINEE NONE w-�w�w��;:i��■■w��ww�Ql� wwww■i■�w■■w�rw��-�www� ■ww ' � wwww:r l�D�wwwwwww www��wwlww■■wriiwwwww■■ ww� ■� � —� � � � wwwl� �w —wwwwwww www�1■�w\V■ww■ ��I wwwww■■ ww1 �w ww��ry.��•,��.■wwwwwwww www�ww��■■ww1w��!�wwwww ■ww i � wwwwi�`w�l�wwwwwww ww�www►�lww■■wr�iwwwww■■ ■®I�� 1�,_ III � �� !" I■�w��u��■i�■��w=��o��i��,��__ �w� I • �■�wwr�r�wwwwww��ww1>awwww a�wwwwwwl��www�■iwwwww■■ ww� I �� w��www■■www■`a�ll�s wwwwwww■■��w1w��:�wwwww ■ww � A • � ��i��w��w wwwwwwwlw\�wwl�l�wwww■■ wwl GENERAL NOTES - EXTERIOR ELEVATIONS 1. REFER TO SHEET An.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR PROJECT DATUM). am3. SEE SHEET Al2.21 FOR WINDOW TYPES. 4. SEE SHEET Al2.22-Al2.23 FOR STOREFRONT TYPES. 5 SEE DOOR SCHEDULE SHEET Al2 01 FOR DOOR LOCATIONS AND TYPES 9 10 12 13 6. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 7. REFER TO A0.1 1 FOR EXTERIOR WALL TYPES 8. EXTERIOR DOOR AND WINDOW GLAZING AT OR BELOW LEVEL 1 ALONG NW 212 AND NW 72ND ST TO RECEIVE A MAXIMUM GLAZING TINT OR MIRROR FINISH OF 40%. 9. AC LOUVERS PAINTED TO MATCH AD ACENT SIDING COLOR. RFI #133 EF-P -P2 Inlet and Outlet Locations 1 . L S I G I ESA D D. ELEVATOR 11. MECHANICAL EXAHUST AND LOUVERS TO COMPLY WITH THE FOLLOWING (SEE EXHAUST CLEARANCE OVERRUN �^ DIAGRAM DETAILS &4 ON SHEETA3.12 FOR TYPICAL EXHAUST CLEARANCE REQUIREMENTS): CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE A. WALL MOUNTED TYPE I GREASE EXHAUST FAN: 173' - 9" a. NOT LESS THAN 10-FT ABOVE GRADE b. NOT LESS THAN 3-FT TO A FIXED NON -OPERABLE WINDOW CD �n C. NOT LESS THAN 10-FT TO AN OPENABLE WINDOW OR DOOR L, d. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION R_RDF CA CS - TOP OF PLATE FROM AN AIR INTAKE LOUVER I ,-�' �r�, j 166' - 1 3/4" B. WALL MOUNTED TYPE II KITCHEN EXHAUST FAN: p a. NOT LESS THAN 10-FT ABOVE GRADE ■ b. NOT LESS THAN 3-FT TO AN OPENABLE WINDOW OR DOOR 12 A x A A x C. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION _ ; ,' O° FROM AN AIR INTAKE. LEVEL 6 C. ENVIRONMENTAL EXHAUST LOUVERS: 157' - 2" a. NOT LESS THAN 10-FT ABOVE GRADE WHERE DISCHARING TOWARDS A WALKWAY b. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE LOUVER. x x q q x b 1 Aloll O - E V 10 S I J 11 I 147- 0 3/4" LU m E-1 FIBER CEMENT PANEL - 1A (WHITE) ' LL �_ E-2 FIBER CEMENT PANEL - 1 B (GREY) Of 'g ` N � E-3 FIBER CEMENT PANEL - 2 (VERTICAL) Lj ix LU o Y LUE 4 FIBER CEMENT PANEL LAP SIDING - 3A (KAHKI BROWN) E-9 VINYL WINDOW •��- �' \ o _ o Q LEVEL 4 oL _ _. �T I ��J ■� I = o L, 0 136' - 11 1/2" E-10 TPO SLOPED ROOF w w o E-21 UNIT EXHAUST &LOUVER Q w g -- B J E-22 UNIT VTAC & LOUVER (AIR INTAKE) x A xi A< A __ o N. B B 20 q ` A A ' A7.24 N [ — �A1 1 � EXHAUST\ E-2 \ E-2 ��x CMU CONTROLJOINT 4 E 10 CMU CONTROLJOINT C �, ' . ••. CANTILEVERED SLAB EXHAUST ---- GRADE BACKFILL UNDER CANTILEVERED SLAB, PER CIVIL. 2 .......... 2 .......... NONE A4- 51 SOUTH ELEVATION 1/8" = 1'-0" C C A B MECHANICAL EXHAUST C D E F G MECHANICAL INTAKE CLEARANCE; H K CLEARANCE; MAINTAIN 3' MAINTAIN 10' MINIMUM MINIMUM CLEARANCE FROM 3 3 CLEARANCE FROM EXHAUST @ ALL ALL BUILDING OPENINGS, TYP. A451 A4.n2 ELEVATOR MECHAINCAL AIR INTAKES, TYP. 2 E OVERRUN_ E-1 A4.n1 f-21 E-2 o _ in o in o — I . \ Cn �� \ - En I I� - I I 1 III El E-22� v �� El A7.45 ® i�x� _-- A ■ e e i �A — � I � I v � ■ Ty f ��J ► 1 J 0 LEVEL 3 226 -101/4 ELEVATION LEGEND EXHAUST 10'-0" CLEARANCE LEVEL 2 FROM AIR INTAKE 116116' - 9" EXHAUST 3'-0" CLEARANCE FROM OPENABLE DOORS & WINDOWS L 1 FI #37: Exterior Penetration Elevation LE OZE 9" Details Moil I AVE GRA (ZONING) 98' - 9" CMU CONTROL JOINT 4 —. — — — — — LEVELOIL 91'- € ' .. NOTE: ALL UNIT EXHAUST 1 ..................... A4-n2 OCCUR AT LEVEL 2 OR HIGHER .. ......... AND ARE LOCATED OVER 10'-0" ABOVE GRADE WHERE DISCHARGING TOWARDS A WALKWAY. --- .......... ................. L M E-9 CG ZONE MAX HEIG T 75' ABOVE GRADE PLANE 173' �.n En R OF LCS - TOP OF PLATE h 166' - 11 3/410 �� P m 12 A7.23 00 — LEVEL 6 157'-2" h ■ �' 0■ �� e e � q �� e 8 �� o IIII `H , IIII I 1 1 I _ ■ I � I' I I MECHANCIALAIR — EXHAUST @ RESIDENT A A UNIT, TYP— (LOCATE NOT LESS THAN 3'-0 TO AN OPENABLE WINDOW OR ABOVE AN AIR INTAKE LOUVER. ■ LOCATE NOT LESS THAN D 10'-0" TO AN AIR INTAKE) COS ■ C ■ SEPARATION FROM AIR INTAKE LOUVERS � TYP EXHAUST CLEARANCE OPERABLE WINDOW, TYP II 1 11 1 1 SEE GENERAL NOTE 1 #11 FOR EXHUAST CLEARANCE REQUIREMENTS ■ MECHANCIAL AIR i 0 <INTAKE @ UNIT A VTAC, TYP LEVEL "MIN 116'-9" DIAGRAM ® I I■ I _-- e e — e A7-4) ■ LEVEL 5 f J _ ® 147' - 0 3/4" �� --- ► 1 1 I u, m CL ■ �� — 'B B E i e NMI - � e q� ■ o f o w SEE GENERAL NOTE _ Y = #11 FOR EXHUAST OPERABLE WINDOW, MECHANCIAL AIR ■ z w m TYP INTAKE @ UNIT L.Lo a LEVEL 4 CLEARANCE - J 0 0 0 136' - 11 1/2" REQUIREMENTS J L.L In J m Q M LEE B <B>El E E \_-- _g \\\ — /B B �o MECHANCIAL AIR J LU EXHAUST @RESIDENT El�— A m A e A� ■❑ o~ o UNIT, TYP B P B ~ w A A A OPERABLE A LEVEL 3 WINDOW, 126' 10 1 /4"w- __®_ -_ TYP 1 I v I 00 g g _g ■ �. ry, g 0 ■ B E 0 0 NOTE: WINDOWS _ - --- -_ i e i 20 0 _ 'G' ARE FULLY FIXEDEl A e1 A e ■ WINDOWS - B� B o LEVEL 2 G 'G `e A i •� o 116' 9" 10'-0" MIN CLR ' �� / IV LEVEL 2 FROM OPENINGS i �\ r I C i 116' 9" INTO BUILDING AND 1 I I \ 0 o AIR INTAKE LOUVERS N o � i 3' - 0., o I i - _ , 60 p 1 - - o \ `� �'i AIR INTAKE, PER o - - - EXHAUST, PER w \\ / o L `f' TRASH ROOM \ ' LEVEL 1 9 MECHANICAL EXHAUST FAN w MECHANICAL - w i c i 102' - 9" > � > - - - ---- AVE GRADE (IBC) �` m m i� "' m ----- -- ` _ - - - ------ 99' - 4 3/4 KITCHEN GREASE I 1U-0" MIN INTAKE C SAVE GRADE ZONING ____ , E_2 ( ) EXHAUST FAN 6 E 3 E-14� GRADE 0 0 1\ FROM EXHAUST, TYP 98' 9 I / E CANTILEVERED SLAB x 7 WEST ELEVATION L 1 /8" = 1'-0" BUILDING STEP, SEE LEVEL KITCHEN EXHAUST, PER MECHANICAL 1 FLOOR PLAN (3'-0" MIN CLR FROM OPENINGS INTO BUILDING; 10-0FROM AIR INTAKE) ' • • DOOR NOT IN PLANE WITH ' " GREASH EXHAUST FAN :::::: KITCHEN AND GREASE EXHAUST CLEARANCE DIAGRAM 1 /8" = 1'-0" .......... ....................... ........ 4 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 (V O 00 Cif 0 Z z O � V LU 0 0 LL oz z_ O > Q J LU Of t n� V > z O LEI O o O N 0 0 � 0 CD= Z N 4t z a� N aw REVISION DATE REASON FOR ISSUE 2 07.6.21 Addendum #02 B 12.18.21 City Comments #02 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 E 03.09.22 Mech. Comments #05 BUILDING ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 A 0 MECHANICAL INTAKE CLEARANCE; MECHANICAL EXHAUST ? MAINTAIN 10' MINIMUM O Fi CLEARANCE; MAINTAIN 3' G n CLEARANCE FROM EXHAUST @ ALL MINIMUM CLEARANCE FROM V V MECHAINCAL AIR INTAKES, TYP. ALL BUILDING OPENINGS, TYP. E-1 F I CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE 173' - 9" minimal mom M ILE; End A 14 I IF 911110 Simonsu RF1378 1wsdff11j:1" F-01M c MECHANICAL INTAKE MECHANICAL EXHAUST 0 CLEARANCE; MAINTAIN 10' CLEARANCE; MAINTAIN 3' MINIMUM CLEARANCE FROM F G MINIMUM CLEARANCE FROM H EXHAUST @ ALL MECHAINCALAIR ALL BUILDING OPENINGS, TYP. INTAKES, TYP. E-9 -T CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE h 173' - 9" � � cr w 0 ROOF CALCS - TOP OF PLATE o, "' 166' - 1 3/4" M Q 00 E-22 LEVEL 6 � 1577' - 2" 0 - - - _LEVEL 5 147' - 0 3/4" 0 - - - _LEVEL 4 136'- 11 0 - - - _LEVEL 3 126' - 10 o LEVEL 2 I II qo COURTYARD EAST ELEVATION ' 1/8" = 1'-0" A MECHANICAL EXHAUST CLEARANCE; MAINTAIN 3' 6 O 8 MINIMUM CLEARANCE FROM 1 ALL BUILDING OPENINGS, TYP. E-9 I - i -- -- ELEVATOR OVERRUN G1 -OF E-1 BOVE GRADE PLANE h 173' - 911 Iee MECHANICAL INTAKE CLEARANCE; MAINTAIN 10' MINIMUM CLEARANCE FROM EXHAUST @ ALL MECHAINCAL AIR INTAKES, TYP. 10400 MEN FAEN�Iwffiolmml M1 on MAN rAAjE77WMjjEj ME I olaw- Elmo RFI 378 lolls IN dil Lo- FE N Mil aE EM I loll I I L 3 CO U R 1/8" = 1'-01, TYARD SOUTH ELEVATION T _T_ L PARKI N 1/8" = 1'-0" �1 �1 G GARAGE E LEV - B 8 PARKING GARAGE ELEV -A 1/8" = 1'-0" 0 80 ROOF ALCS - TOP OF PLATE 166' - 1 3/�4" M 00 LEVEL � _ 157' - 2" 0 - _ LEVEL 147' - 0 3/4" 0 LEVEL - _ 136' 0 LEVEL 126' 0 LEVEL 116'-9" Er 9: oft jj�JEMI Mal 2 COURTYARD WEST ELEVATION 1/8" = 1'-0" 8 7 �n Ln ROOF CALCS - TOP OF PLATE h 166' - 11 3/4 M 00 LEVEL 6 � 157' - 2" - _LEVEL 5 � 147' - 0 3/4" - _LEVEL 4 t 136' -11 11 1 /2" - _LEVEL 3 � 126' - 10 _LEVEL 2 � 116'-9" O I O J O O J F O J 12 P O J O O J F OF J I O OF I I O J O J<)F J O J O O J F OF J I J I O J J O J 4 CO U R 1 /81' = 1'-0" I � I CCD 003 TYARD NORTH ELEVATION LEVEL 102'-9" VE GRADE (IBC) h 99' - 4 3/44"" D C 2 A4- 52 I I GENERAL NOTES - EXTERIOR ELEVATIONS 1. REFER TO SHEET® FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR PROJECT DATUM). 3. SEE SHEET FOR WINDOW TYPES. 4. SEE SHEET ®-Al 2.23 FOR STOREFRONT TYPES. 5. SEE DOOR SCHEDULE SHEET FOR DOOR LOCATIONS AND TYPES. 6. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 7. REFER TO®FOR EXTERIOR WALL TYPES 8. EXTERIOR DOOR AND WINDOW GLAZING AT OR BELOW LEVEL 1 ALONG NW 212 AND NW 72ND ST TO RECEIVE A MAXIMUM GLAZING TINT OR MIRROR FINISH OF 40%. 9. VTAC LOUVERS PAINTED TO MATCH ADJACENT SIDING COLOR. Q 10. WALL FLASHING LINES ADDED. 11. MECHANICAL EXAHUST AND LOUVERS TO COMPLY WITH THE FOLLOWING (SEE EXHAUST CLEARANCE DIAGRAM DETAILS 3 & 4 ON SHEET® FOR TYPICAL EXHAUST CLEARANCE REQUIREMENTS): A. WALL MOUNTED TYPE I GREASE EXHAUST FAN: a. NOT LESS THAN 10-FT ABOVE GRADE b. NOT LESS THAN 3-FT TO A FIXED NON -OPERABLE WINDOW C. NOT LESS THAN 10-FT TO AN OPENABLE WINDOW OR DOOR d. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE LOUVER B. WALL MOUNTED TYPE 11 KITCHEN EXHAUST FAN: a. NOT LESS THAN 10-FT ABOVE GRADE b. NOT LESS THAN 3-FT TO AN OPENABLE WINDOW OR DOOR C. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE. C. ENVIRONMENTAL EXHAUST LOUVERS: a. NOT LESS THAN 10-FT ABOVE GRADE WHERE DISCHARING TOWARDS A WALKWAY b. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE LOUVER. KEYNOTE - ELEVATIONS E-1 FIBER CEMENT PANEL - 1A (WHITE) E-2 FIBER CEMENT PANEL - 1 B (GREY) E-9 VINYL WINDOW Q E-21 UNIT EXHAUST & LOUVER E-22 UNIT VTAC & LOUVER (AIR INTAKE) CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE 173' - 9" Cn En ROOF CALCS - TOP OF PLAT 166' - 1 3/4" M 00 - LEVEL 6% h 157'-2� 0 - LEVEL 5 � 147'-03/4" 0 N 0 N B A I I - CG ZON AX HEIGHT 75' ABOVE GRADE PLANE 8 173' - 9" 4 ROOF CA� IN / / o LEVEL 6 0 -t- CCD 005 RFI - 247 6 6TH FLOOR DEC - C 1/8" = 1'-0" Q 6TH FLOOR DECK - B J 1/8" = 1'-0" - LEVEL 4 h 136'- 11 1 /21 /2" LEVEL 126' - 10 LEVEL116'-9" ELEVATION LEGEND EXHAUST 10'-0" CLEARANCE FROM AIR INTAKE EXHAUST 3'-0" CLEARANCE FROM OPENABLE DOORS & WINDOWS 12 fILIVIV I\JF VI I.,V I\U VVIII I CMU COURSING GENERATOR -DOOR 1 /81' = 1'-0" &,X HEIGHT 75' ABOVE GRADE PLANE 173' - 9" ROOF CALCS -TOP OF PLATE 166' - 11 3/4" LEVEL 6 h 157'�2" LEVEL 1 �, 102'-99"" E GRADE (IBC) 99' - 44 3/4" A ASI 002 EXHAUST VENTS ADDED TO ELEVATIONS I »a1 I � I d.Ml 38 NORTHWEST DAVIS, SUITE 300 PORTLAND1 OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 0 00 0-) z V) 0 o Z z O� Ln Lu 0 0 z z LL o O � o o z O Lu00 ; J 8 O N oCD J o Oco CD ZCD = N z N Q � Q w REVISION DATE REASON FOR ISSUE 06.21.22 RFI - 057 07.07.22 AS1002 12.30.22 CCD 003 03.14.23 RFI - 247 04.07.23 CCD 005 BUILDING ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 �1 TI A T C D E RR II ELEV. WAITING 6006 p 6000 CORRIDOR 5100 ELEV. WAITING 1 6H 000 F6F12 1 ORRIDO ELEV. WAITING 4100 4000 ORRIDO ELEV (WAITING 3 T G T � O 2 A4.01 IL-B6 636 IL-B6 536 60n= IL-B6 436 L O ZONE MAC HEIGHT 75' ABOV GRADE PLANE h 74 \ 173'�9" rr8 1 ROOF CA CS - TOP OF PLATE 166' M TYP 12 00 LEVEL 6 � 157�2" I I TYP 0 12 TYP 12 LEVEL 5 � 147- 00 3/4" 0 LEVEL 4 � 136' - 11 I GENERAL NOTES - BUILDING SECTIONS 1. REFER TO SHEET An 01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR BUILDING DATUM). 3. SEE SHEET FOR WINDOW SCHEDULE. 4. SEE WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. TYP 44IL-B6 i 3100 6,4 ORRIDO IL-66 I TYP 000 2 8 3100 336 0 12 1 12 A7 73 i 3 LEVEL 3 6.1 126' - 10 1 /4" 1 5.5 10 6.1 2� 1 5.5 I - 6 ORRIDO ELEV. WAITING A7 ORRIDO IL-136 8 1 . .....3C.3 2100 000 H3.1 COURTYARD H3.2 2100 236 A7.21 i 3 11 3 6 low-- 3 6 33 41 19 4 - - - LEVEL 2 � 1166' - 9" 5. 1 64 3G.1 SIM 3B48.44 9P.1 9 312 18 1 1 1311 o Ll 8 1 RECEIVING A7 q1 11 5 s4 DINING NIRRRR LEV. WAITING 1017---------- (;D-, 3C.1 100 1005 1004 3C.1 3 10 3 10 134.1 I LEVEL 1 3C.2 102' 9" r Q -1 - - -T ' Ah.o� - - PARKING - - - - - - - 3C.2 3 10 AVE GRADE (IBC) 3G.1 - - --� 3 - - - - _ - - - X3.2 3 12 99' - 4 3/4" ( 20 I -I 131101 3A.1 PARKING ELECTRICAL AVE GRADE (ZONING)OIL p 4 0002j B4.2 X3.2 98' - 9" -III 3 8 1 131101 LEVEL P1 _- -tlx_.2 r 3A 1 PARKING - - - - - - 91- °" 0 4 - M - SECTION A 1 /8" = 1'-0" 1 2 3 4O 5 6 7 8 9 10 12 13 1 8 A4.01 A7 41 Q6.1 TyP 1 14 Q6.1 CG ZONE MAX HEIGHT 75' ABOVE GRADE LANE h „ 17 A7 A7 6.1 1 5.5 6.1 SIM ROOF C C TOP OF PLATE h 1 5.5 7 166' -1 3/4" K6.1 1115.51 IL-C2 IL-135 IL-132 IL-136 IL-136 IL- 6 IL-136 IL-136 K6.1 626 68 630 632 634L636 J 1115.51 =_ LEVEL a, 157' - 2" i K6.1 1115.51 IL-C2 IL-136 IL-136 IL- 6 IL-136 IL-136 1115.51 526 UB 5 IL-132 532 534 53 538 540 5 8 i I -i %530 - LEVEL 5 147 - 0 3/4 1115.51 1 12 v IL-C2 IL- 5 IL-B6 IL-B6 IL- 6 IL-B6 IL-B6 426 4 8 14302 432 434 43 438 1115.51 1 0 I I I I I I I - - - _ LEVEL 136' - 11 1 /2" 1115.51 IL-C2 IL-b5 IL-B2 I TYP IL-136 IL-136 IL- 6 IL-136 IL-136 K6.1 326 3 8 330 17 332 334 33 338 340 1 5.5 v 41 - Ln _ LEVEL 3 ^ 126' - 10 1�/4" K6.1 K6.1 1 5.51 IL-C2 2IL- 5 IL-132 TYP IL-136 IL-136 IL- 6 IL-136 1 IL-136 20 226 2 8 230 16 232 234 23 238 240 20 A7 74 An 41 LEVEL 2 AK 6.1 3C.1 6.1 1 5.5 3 14 1 5.5 I I I I I I I I I I o 5.2 1 6 2 1 6 HEIGHT GUARD 8 3C.2 PARKING CLEARANCE BAR LEVEL 1 102' - 9" 0 0 RE 2- - 3 10 - - - - _ - - - - AVE GRADE (IBC) OILB - - - - - - - - - - - - - - - - - - - - - - - - - _ 99' - 4 3/4" � _ AEGRADE (ZONING) 03411 PARKING I = - - - - - - - - - - - - - - - - - - - L I - LEVEL P - 3A.1 LEVEL P1 OIL 0 4 _ --- 5 0% p3 4.1 DETENTION I -III -III -I I- 91 - 0 VAULT - - - - IIII-III-III- - ---=1 I 1-=l-� I-1 I I1 I I=1 I I=1 I I=1 II- I III- SECTION B 1 /8" = V-0" �a1 p�,�iion �d.Ml l OF YA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. O 00 z V) 0 0 0 Z z O� G >Q 0 V1 w z z � o � OJ LU LU Q� O LD 3: z O v CD 8 O N O CD J o O O = Z N z REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 B 12.18.21 City Comments #02 4 01.03.22 Addendum #03 BUILDING SECTIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER A4901 3 2 AO OB C D E A4.02 F G H J G)A4-01 L O I I I I I I I I I I I 3C.4 3C.3 33141 16.1 3 11 3 11 N 1 1 5.5 DINING KITCHEN PARKING GARAGE RAM P 1040 CLEARANCE SIGN: PARKING GARAGE LEVEL 2 � 116'-99"" 1007 1009 9'-0" MAX 1039 3C.1 9 CLEARANCE CLEARANCE SIGN: B4.1 9'-0" MAX CLEARANCE 131 8 1 LEVEL 1 - — — — — 3C2 —102' - 9" Qg . Q 131161 AVE GRADE (IBC) h — — I— — — — - - 99' - 4 3/4" z 1 .0% X3.2 331 p 0 I_ 3 10 3 ,1 0, - —AVE GRADE (ZONING) OL 0 4 10.0% �— - 98' - 9" LEVEL P1 - 91'-0" Y3. — - —III— I ICI I- 1 1 � —III 3A.1 3X o3 312 I -I —� 01 4 1— — - IIIIIIIIIIIIIIIIIIIII III -III III III III III III III III I III III III III III III III III I I III III III III III— � i I—III—III—III—III=1 I � I I I I I II I II I IISECTION C- PARKING RAMP 1 /8" = 1 '-0" AO G)C D E A4.02 F G H J O A4 L OM 3C.1 3 14 —now _ _LEVEL 2 � 6.1 1 134.4 HEIGHT GUARD 1 8 A CLEARANCE BAR o 5.2 1 3.5 ° 33 o 3310 3.5/° 331C0.2 [No Slope] 1.5% [No Slop ]—LEVEL 1 102'-99"" El I_ _ _ _ _ _ _ _ _ _ _ _ _ _ AVE GRADE (IBC) B — — — t — — — — — — — — — — — 99' - 4 3/4" r X 03.2 2_AVERADE (ZONI 3NG) 0 41 03 41 10 98' - 9„ [No Slope] 1.8% LEVEL P1 - _[No Slope]_ oL 91'-0" 1 TI_-_ I- I I -III-__- --__- I I=- -_- I -III -III -III-_-_ _ -III-III-I I -I I -I I I III -I I - -I I I I I —II I II I —II I III —III —III III III III I I 1 1 1 III 1 1 1 1 1 1—III-1 1 1—I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1-1 1 1 1 1 1 1 1 1— III III III—III-1 1 1 I I I 1 1 1 1-1 1 1-1 1 1-1 1 1 1 1 1 1 1 1 2 SECTION D - PARKING RAMP IDUr • 1 /8" = 1'-0" I L-A2 GENERAL NOTES - BUILDING SECTIONS 1. REFER TO SHEET16 01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR BUILDING DATUM). 3. SEE SHEET FOR WINDOW SCHEDULE. 4. SEE WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE 00 0 'v OF CALCS - TOP OF PLATE oL 166' -13/4" "-r LEVEL 157'-2" LEVEL 147' - 0 3/4" _ LEVEL 136' - 11 1 /2" _ LEVEL 126' - 10 1 /4" LEVEL 116'-9" \A7 74 1 _ LEVEL 1 — 102' - 9" Q AVE GRADE (IBC) OL pli 3A.1 AVE GRADE (ZONING) 0341 PARKING GARAGE I I PAF KING GARAGE 1 0 4 1 11 1 1 1 1 0010 3X3.1 0010 - -I I I — LEVEL 9 - " LEVEL P1 91 - 01, - -III- 3 12 — I- I I- SECTION E 1 /8" = 1'-0" *ADDED DETAIL CALLOUT TO SECTIONS FOR PRICING SET (� - tip 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N O 00 O1 z V) 0 0 � Z z O >Q 0 Vl w z z LL O OJ LU LU Q� p � � z 0 > v00 J CD e O N O CD J o 0 O = Z N z N Q � Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 B 12.18.21 City Comments #02 BUILDING SECTIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 i D V n V D CG ZONE MAX HEIGHT 5' ABOV GRADE PLANE � 173173' - 9" SIM Q6.1 zt 1 6 1 92 i---- K6.1 1 5.5 THEATER/COMMUNITY 6003 � _J TYP 5 1 TOP OF PLATE � 166' LEVEL 157'-2" _ LEVEL 147' IL-B6 634 CG ZONE 7BRHEIGHT 5'A 8 %�__ RO F CALC! M 00 DE PLANE h 173'-9"� - TOP OF PLATE 166' - LEVEL h 157' - 2" F LEVEL 5 � 147' - I 6F.1 I CG ZON 8 HEIGH 75' ABOV GRADE PLANE A7A1 v R F CALCS - TOP OF PLATE 166' m 00 TYP D5 A7"45 0 LEVEL \" 157' - 2" � _ LEVEL 5 � 147' GENERAL NOTES - WALL SECTIONS 1. REFER TO SHEET AO-01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. IL-B6 F G I L- B 1 b 434 0 408 � TYP TYP TYP 12 0 12 12 0 A7"23 A7"23 A7"23 -- 136' - 11V1 /2"OIL - — — — — ' LEVEL 4 — 'LEVEL 4OL � h \ I I 136-111/2 136-111/2 LEVEL 126' - 10 1 /4" LEVEL 116'-9" DINING 1007 I LEVEL 1 MIYA 'N A AVE GRADE (IBC) h 99'-4-43/4" 3 ADE (ZONING) h . 1 98' - 9" r PARKING EVE 91'-0" =1 I I � I I I III -III -III -III -III -III -III -I I I 20 7-11 III-III-III-III-� IL-B6 334 CCD 004 I B4.4 0 3 8 CCD 004 _LEVEL 3 � 126-1 LEVEL 2 h 1166'-9"" 3 8 Q A7.93 CCD 004 5.2 PARKING 1 6 A _LEVEL 1 102'-9" 5 3C.2 I A A7.11 3 10 AVE GRADE (IBC) OL 99' - 4 3/44"" AVE RADE (ZONING) 98' - 9" II _ III— - 3X102 I I 00 PARKING I 1 LEVEL P1 tt� It tI 91'-0" I 0341 I1I— 20 — 0 TYP 12 A7"23 PARKING i LEVEL 3 126 -101/4 Y PARKING GARAGE LAUNDRY LAUNDRY PARKING GARAGE 0010 \ 00 4 , 0004 0010 LEVEL P1 h 91'-0" - -_—I—_ — I— I— —1 —III —IIIIII— LEVEL 2 ot —1 I IE1 IIEIIEIIEI I—I- 116' - 9" III 1 I 1-- III 1 1 1— III III—III—III—III—III—III—III--III—I 1I— WALL SECTION @ LAUNDRY LEVEL 1 h 102102' - 9"" A 10 A M AVE GRADE (IBC) I, I_ 99'-4-43/4" AVE GRADE (ZONING) 98' - 9" M PARKING 60 03 41 —LEVEL P1 ot 91'-oil _ 20 A7.1 1 I== LH J 1 /4" = 1'-0" F G LEVEL 1 h 102102' - 9" — — — — � — — AVE GRADE (IBC) h 99' - 4 3�/4" AVE GRADE (ZONING) 98' - 9" PARKING GARAGE BOILER PARKING GARAGE 0005 0010 0010 LEVEL 91' - 0" III —III I —III —III— � I III _' 4. - =1= ___E_=1II--II=1 WALL SECTION @ DINING ENTRANCE WALL SECTION @ PARKING SOUTH WALL WALL SECTION @ WEST WALL WALL SECTION @ BOILER RM 1 /4" = 1'-0" 2 1 /4" = 1'-0" 3 1 /4" = 1'-0" 4 1 /4" = 1'-0" 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. CD 00 () O C Z z O o� LU 0 0 z L.L O z O o O z O LU00 ; J O O N oCD J o CD O co Z N = Q z REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 B 12.18.21 City Comments #02 03.07.23 CCD 004 WALL SECTIONS CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 SHEEMMEBER A4,.51 p�,�iion �dv+1 W YA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N CD 00 C1 z to 0 C Z z O w o z z LL O OJ o O z O LU00 > J 8 O N oCD J o Oco CD ZCD = N z N Q � Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 B 12.18.21 City Comments #02 04.07.23 CCD 005 WALL SECTIONS CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 � I GENERAL NOTES - ACCESSIBILITY SHEETS tea, 1. THESE PICTOGRAPHS DO NOT DESCRIBE ALL CONDITIONS WHICH MAY BE ENCOUNTERED IN THE FIXTURE AND APPLIANCE DESIGN CRITERIA FIELD. VERIFY QUESTIONS WITH ARCHITECT 2. INFORMATION IN THESE DRAWINGS IS COMPLEMENTARY TO THE PLANS, SECTIONS, ELEVATIONS OTHER AND DETAILS, AND SHALL BE USED IN CONJUNCTION WITH THEM DESCRIPTION LOCATION MODEL# FEATURES CRITICAL DIMENSION DIMENSION Comments 3. PROVIDE WORK SHOWN OR REFERRED TO HEREIN AS THOUGH SHOWN ON ALL OTHER ARCHITECTURAL DRAWINGS APPLIANCES 4. INFORMATION REGARDING THE LOCATION OF MECHANICAL, ELECTRICALAND PLUMBING ITEMS IS RANGE TYPE B UNITS GE JS645SLSS SLIDE IN, FRONT CONTROL 28 1/2" MAX DEPTH TO FRONT OF CONTROL PANEL, PLUS 3/4" FOR BACKSPLASH TO RUN CONTINUOUS BEHIND 30" WIDE APPLIANCES PROVIDED AS DESIGN CRITERIA FOR THE CONVENEINCE OF THOSE DESIGNERS OF RECORD WHO RANGE ACCESSIBLE UNITS GE JD630SFSS SLIDE IN, FRONT CONTROL 28 1/2" MAX DEPTH TO FRONT OF CONTROL PANEL, PLUS 3/4" FOR BACKSPLASH TO RUN CONTINUOUS BEHIND 30" WIDE, 34" APPLIANCES SHALL BEAR RESPONSIBILITY FOR COMPLIANCE WITH THE APPLICABLE CODE STANDARDS HIGH COUNTER ILLUSTRATED AND CITED HEREIN REFRIGERATOR TYPE B UNITS GE GPTE17GSNRSS TOP FREEZER 36" DEPTH (INCLUDING REQUIRED AIR SPACE BEHIND ACCOUNTING FOR ICE MAKER) APPLIANCES 5. PROVIDE REINFORCEMENT, AS ILLUSTRATED HEREIN, AT ALL TOILET AND SHOWER SEAT LOCATIONS. REFRIGERATOR ACCESSIBLE UNITS GE GPTE17GSNRSS BOTTOM FREEZER 36" DEPTH (INCLUDING REQUIRED AIR SPACE BEHIND ACCOUNTING FOR ICE MAKER) APPLIANCES DASHED GRAB BARS DELINEATE REQUIRED REINFORCEMENT FOR FUTURE GRAB BARS. WHERE REINFORCEMENT IS NOTED 32" MAX AFF AND 38" MIN AFF, UNO AND WHERE WOOD BLOCKING IS HOOD ACCESSIBLE UNITS N/A REMOTE SWITCH 30" WIDE APPLIANCES USED, A SINGLE 2X6 IS NOT ADEQUATE. GAPS IN REINFORCEMENT MUST BE 1/4" MAX. MICROWAVE ACCESSIBLE UNITS GE PEB7227ANDD COUNTERTOP 4 APPLIANCES 6. IN LIEU OF REINFORCEMENT IN WALLS SURROUNDING SHOWERS, FIBERGLASS SHOWER MICRO/HOOD COMBO TYPE B UNITS GE JVM316ORFSS RECIRCULATING VENT 30" WIDE APPLIANCES SURROUNDS CAN BE REINFORCED TO ALLOW GRAB BARS TO BE ATTACHED TO SHOWER. • • • DISHWASHER TYPE B UNITS GE GDF53OPSMSS STANDARD HEIGHT 24" WIDE APPLIANCES ALLOWABLE STRESSES SHALL BE DESIGNED TO RESIST A VERTICAL OR HORIZONTAL FORCE OF 250 DISHWASHER ACCESSIBLE UNITS GE GDF530PSMSS FITS UNDER 34" HIGH COUNTER 24" WIDE APPLIANCES LBS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE, OR SUPPORTING DISHWASHER PUBLIC GE GDF530PSMSS FITS UNDER 34" HIGH COUNTER 24" WIDE APPLIANCES STRUCTURE. 38 NORTHWEST DAVIS, SUITE 300 APPROACH WHEELCHAIR CLEAR FLOOR TURNING CIRCLE T-SHAPED TURNING SPACE WASHER TYPE B UNITS GE GUV27ESSMWW 29" CLEAR WIDTH, 39 1/2" CLEAR DEPTH APPLIANCES 7. PROVIDE GRAB BARS, AS ILLUSTRATED HEREIN, WITHIN PUBLIC AND COMMON SPACES. CODE PORTLAND, OR 97209 DIRECTION SPACE & CLEAR AREA REQUIRED 60" DRYER TYPE B UNITS GE GUV27ESSMWW LONG VENT AS REQUIRED TYPE B UNITS THE WASHER DIMENSIONS GOVERN, TYPE A THE WIDTH IS 29" CLEAR APPLIANCES MINIMUM AND MAXIMUM HEIGHTS ARE NOTED. SPECIFIC HEIGHT MAY BE CALLED OUT ON 503.245.7100 BEYOND DOOR SWING INTERIOR ELEVATIONS FOR COORIDINATION WITH ACCESSORIES ABOVE GRAB BARS. - - WASHER/ DRYER COMBO ACCESSIBLE UNITS GE GFQ14ESSNWW 26-3/4" CLEAR WIDTH, 30-7/8" CLEAR DEPTH APPLIANCES 8. COMPLY WITH MOUNTING HEIGHTS INDICATED HEREIN FOR WALL -MOUNTED ITEMS. MOUNTING 1505 W/D COMBO PEDESTAL ACCESSIBLE UNITS GE GFQ14ESSNWW 15" MIN TO BOTTOM OF THE OPENING OF THE COMBO MACHINE APPLIANCES HEIGHTS APPLY TO ALL ITEMS INACCESSIBLE AND TYPE A UNITS SAME AS PUBLIC/COMMON AREAS. SEATT, LEAVE, WASUITE 300 SEATA 98101 9. COMPLY WITH GENERAL BUILDING CLEARANCE REQUIREMENTS AS INDICATED HEREIN. CLEAR 206.576.1600 FIXTURES FLOOR SPACE REQUIREMENTS SHOWN DASHED. WITHIN ACCESSIBLE AND TYPE A MOBILITY UNITS, o 60" KITCHEN SINK TYPE B UNITS N/A UNDERMOUNT FIXTURES ALL DOORS FOR USER PASSAGE SHALL HAVE DOOR MANEUVERING CLEARANCES SAME AS IN PUBLIC 1014 HOWARD STREET L 5'-0" DIA AND COMMON AREAS. ALL TURNING SPACE, FLOOR LEVEL CHANGES AND REACH RANGES FROM KITCHEN SINK TYPE A UNITS N/A OFFSET DRAIN 34" TO TOP OF COUNTER, 27" MIN KNEE CLEARANCE FIXTURES SAN FRANCISCO, CA 94103 BATHROOM LAVATORY ALL OVALYN UNIVERSAL ACCESS UNDERMOUNT 34" MAX TO RIM OF SINK OR COUNTER AND 27" MIN KNEE CLEARANCE FOR FORWARD APPROACH FIXTURES PREVIOUS SHEET APPLY IN UNITS SAME AS IN PUBLIC ANC COMMON AREAS. 415.252.7063 10. ENCROACHMENT INTO FLOOR CLEARANCE AREAS AT DOORS, CASEWORK, APPLIANCES OR 48" 12" 12" N SINK 9482.000 EQUIPMENT IS NOT ALLOWED UNLESS OTHERWISE NOTED. © ANKROM MOISAN ARCHITECTS, INC. WATER CLOSET TYPE B N/A DUAL FLUSH 33" MAX DEPTH FROM WALL BEHIND TO FRONT RIM OF BOWL FIXTURES 11. NOTIFY THE ARCHITECT IMMEDIATELY IF CONFLICTS ARE DISCOVERED BETWEEN THE REQUIRMENTS WHEREVER TURNING SPACE IS REQ'D, EITHER 5' DIA TURNING CIRCLE OR T-SHAPED TURNING SPACE MAY BE USED - - - - - -' WATER CLOSET TYPE A N/A CONTROLS ON OPEN SIDE 33" MAX DEPTH FROM WALL BEHIND TO FRONT RIM OF BOWL. SEAT OF HEIGHT IS 17" TO 19" AFF. FIXTURES ILLUSTRATED HEREIN AND THOSE ON OTHER DRAWINGS. WATER CLOSET PUBLIC N/A 4 CONTROLS ON OPEN SIDE 33" MAX DEPTH FROM WALL BEHIND TO FRONT RIM OF BOWL. SEAT OF HEIGHT IS 17" TO 19" AFF. FIXTURES 12. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS OF THE SHOWER TYPE B AQUATIC 1603BFSTD FIBERGLASS 30" CLEAR BY 60" CLEAR; SEE DEPARTMENT STATE HEALTH EXEMPTION REQUEST DATED 03.12.2020 FIXTURES GRAB BAR SHALL BE 1 1/2" MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS TYPICALSYMBOLS LEGEND SHOWER ALL UNITS AQUATIC 1603BFSTD NO RECESS 36" ABSOLUTE BY 36" ABSOLUTE FINISH TO FINISH FIXTURES ABOVE THE GRAB BAR SHALL BE 12" MIN. BATHTUB/SHOWER TYPE AAND PUBLIC AQUATIC 2603CTH 56" WIDE BY 30-1/4" DEEP TUB FIXTURES 13. OPERABLE PARTS IN PUBLIC, COMMON, ICC ACCESSIBLE UNITS, AND ICC TYPE A UNITS SHALL BE 3/8" = 1'-0" OPERATED WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING SHOWER ALL UNITS AQUATIC 1603BFSTD 60" WIDE BY 34" DEEP FIXTURES OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5.0 POUNDS (22.2 N) MAXIMUM. KEYNOTES O PROVIDE A HAND SHOWER WITH A HOSE 59" MIN. IN LENGTH THAT CAN BE USED AS BOTH A FIXED SHOWER HEAD AND AS A HAND SHOWER. THE HAND SHOWER SHALL HAVE A CONTROL WITH A NON -POSITIVE SHUT-OFF FEATURE. AN ADJUSTABLE HEIGHT HAND SHOWER MOUNTED ON A VERTICAL BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USE OF GRAB BARS. HAND SHOWER MOUNTED AT 45" MAX TO BOTTOM OF SLIDE BAR. [MMM"Fl #162: Rough Openings, Walls and Layout Dimensions, Structural Detail SIDE REACH DIAGRAMS FORWARD REACH DIAGRAMS I 4" MAX z o LIMITS OF PROTRUDING OBJECTS 0 z IN OBJECTS IN ANY PATH OF Q Q CIRCULATION ARE REQUIRED TO N J a Lu COMPLY WITH LIMITS SHOWN HERE. �I > OBJECTS THAT CANNOT COMPLY, W m g g o SUCH AS STANDPIPES IN STAIRS Lij2 2 v 2 00 v �� ;°, AND CONTROL BOXES IN PARKING 1 1 o GARAGE, SHALL HAVE ADDED CANE m m - z - � DETECTION. A NJ C " 20" MAX. PER 2010 ADAS AND ICC A117.1 SECTION 303 > 10" - 24" 10101, 20"-25" A MAX. MAX. MAX. MAX NOTE: SEE TYPE B UNIT SHEET FOR EXCEPTIONS 6 FLOOR LEVEL TRANSITIONS REACH DIAGRAMS TO SIDE REACH WITHIN TYPEBRESIDENTIALUNITS PROTRUDING OBJECTS 3/8" = 1'-0" 3/8" = 1'-01, 9 3/8" = 1'-0" MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS MANEUVERING CLEARANCE N O PULL SIDE FRONT APPROACH PULL SIDE -HINGE APPROACH PULL SIDE - HINGE APPROACH PULL SIDE - LATCH APPROACH PULL SIDE - LATCH APPROACH NOTE: DOOR AT SLIDING DOORS, FOLDING DOORS, AND OPENINGS 00 OPTION 1 OPTION 2 WITHOUT LATCH &CLOSER WITH LATCH &CLOSER MANEUVERING CLEARANCES MEASURED FROM FACE OF FRONT APPROACH POCKET OR HINGE APPROACH STOP OR LATCH APPROACH O - - --- BASE TRIM TO NEAREST I C Z'� I 2 � ACCESSIBLE ROUTE WIDTH DOORS FOR USER PASSAGE 4" MAX 0 � z.> I 2 <S ] I AND >24" DEEP CLOSET DOOR FRAME OBSTRUCTION. DOOR I <S I MANEUVERING CLEARANCES I o Z z z z I z z I CAN BE OFFSET UP TO 8" I I <\7 I 36" MIN - - - - DOOR CLOSERS AND DOOR = o g o Z g FROM FACE OF DOOR. z I I z I z I I10 a ¢ STOPS MAY PROJECT DOWN TO O Q `� � v I I g I g I I 0 78 INCHES ABOVE FLOOR C � I � I I N I �, I I 32" MIN v~i C 18" MINI 42" MIN 36" MIN 24" MIN 24" MIN I I I � 22" MIN I 't I 24" MIN I 0 0---------- PROJECTIONS LIMITED TO 34 0 , I I I I - INCHES TO 80 INCHES ABOVE I �.. LI -------*::T ------- I ------- ------- ------- 32" MIN FLOOR z z N 36" MIN ' '" "'.• • .......••••••• • __-- PANIC HARDWARE OR OTHER O CLR OPENING . � � � _ DOOR HARDWARE O J 00.. — MANEUVERING CLEARANCE AT RECESSED DOORS CLEAR DIMENSIONS CLEAR WIDTH - NO PROJECTIONS L PUSH SIDE -FRONT APPROACH PUSH SIDE -FRONT APPROACH PUSH SIDE -HINGE APPROACH PUSH SIDE -HINGE APPROACH PUSH SIDE -LATCH APPROACH PUSH SIDE -LATCH APPROACH MEASURED AT TRIM OR ...... •••••.......................... WITHIN THIS AREA ,,�nn WITHOUT LATCH & CLOSER WITH LATCH & CLOSER WITHOUT LATCH & CLOSER WITH LATCH & CLOSER WITHOUT LATCH & CLOSER WITH LATCH & CLOSER RECESSED DOORS -PULL SIDE RECESSED DOORS -PUSH SIDE RECESSED DOORS -PUSH SIDE OTHER ITEMS THAT RESTRICT V > z - - WITH CLOSER AND LATCH CLEARANCE "" O QJ LLB n I- h L---� - - - - > Vl 00 I E: > --� %; �� I I N � I BIFOLD DOORS INTENDED FOR USER SLIDING DOORS INTENDED DOOR J o I C �> 57 I I PASSAGE AND >24" DEEP CLOSET FOR USER PASSAGE AND >24" O 0 0 DEEP CLOSET 32" MIN N Q I I g I 18" MINI I I m v I �, v �, f I I 12" MIN WITH O 0 O O / 24" MIN 24" M I N = I I I �r yr p 0 0 0 I 12" MIN I 22 MIN 22"MIN 12" MIN I >'� �° I I I CLOSER AND LATCH 00 v, Z N I y �L x I oo I ao 0 0 � O� rr z w °° °° 00 00 ,i LL N Q d 32" MIN 32" MIN CLR OPENING CLR OPENING WHEN X > 8", FOLLOW WHEN FACE OF DOOR MORE THAN 8" / REVISION DATE REASON FOR ISSUE REQUIREMENTS FOR FROM SURROUNDING WALL, ONLY 1 06.18.21 Addendum #01 RECESSED DOORS FORWARD APPROACH ALLOWED, -'DOOR CLEAR WIDTH A N D Y LLB PER 2009 ICC AND 2010 ADAS 404 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 DOOR MANEUVERING CLEARANCES PROJECTIONS 3/8" = 1'-0" 1 5 3/8" = 1'-0" 72"MIN TRACK HIGHEST OPERABLE PART INCLUDING TABLE 603.E MAXIMUM REACH DEP TH AND HEIGHT FOR OPERABLE PARTS ON TOWEL DISPENSERS AND HAND DRYERS SERVING ACCESSIBLE LAVATORIES.. ' FIRE EXTINGUISHER HANDLE. VERIFY MAXIMUM i 0.5 INCH 2 INCH 5 INCH 6 INCH j- - 9 INCH 11 INCH IN WASHINGTON, ALSO ' HEIGHT WITH OSHA AND FIRE INSPECTOR REACH DEPTH (13 MM) (51 MM) (125 MM) (150 MM) j (230 MM) (280 MM) APPLIES TO CLEANSING PRODUCT DISPENSERS AND _ z ACCESSIBLE LOCKER MAXIMUM 48 INCHES 46 INCHES 42 INCHES 40 INCHES 36 INCHES 34 INCHES DISPOSAL FIXTURES LU CENTERED c� WITH ACCESSIBLE REACH HEIGHT i (1220 MM) (1170 MM) (1065 MM) (1015 MM) J (915 MM) (865 MM) W 0 APPLIES TO POCKET _. Of HANDLE ON TACTILE o = = o OR BARN DOORS ° CHARACTERS HIGHEST LU U Q o o z - e w o O ON AN ACCESSIBLE @ PULL OPERABLE PART 0 z HIGHEST HIGHEST NOTE: SHALL NOT BE _ ,,, Q ROUTE HANDLE l..... , . OPERABLE PART OPERABLE PART INSTALLED OVER A `� m o GRAB BAR ,........ r - z o - TOP .... �4„ 32" BUILDING o -- - I II ... ¢ - - - -- ,�, MEN PIOCTOGRAM L- -J m TT IN _._.. I SWITCH CODE REQ'D MIN F.E.C. ❑0 Y m �a ;o -� e w fi Y- 60 a CLEARANCES IIII J z x LOWEST o ww> `� o LL C J Q FIELD a" � OPERABLE PART 2 _ 1' J J J J 18 Of MIN x o LL 36 OPENING vi = _ = LLO - co N m w m m m z m N m_ p ....,..,. a Q a a m z 00 ACCESSIBLE 38" DOOR LEGEND w v u LL `� Iq O_ � LL �. •.. � .. z. e o RAISED 0 80 AFF.. z Q- •. o w M �,, w W W a z HARDWARE MUST BE z `�' Q XX o - = CHARACTERS TO BE 5/ - - - Q v"'i v"'i • w v"'i v"'i C U oo m 8 2 .. Z H Z � o 0 a ' � w u, Ui . , w ... CO ? v EXPOSED ON BOTH CONSTRUCTION SET Cn r- p v SIDE VIEW cn W SIDES WHEN DOOR IS r N ... ..Or m a m FULLY OPEN 0 LOCKERS FIRE ALARM FIRE TELEPHONE/ ENVIRONMENTAL HOOK AUTOMATIC HAND PAPER TOWEL SURFACE SOAP PAPER TOWEL SIGNAGE: HEIGHT AND CLEAR FLOOR SPACE MAILBOXES TRASH CHUTE - - TOWEL BAR MIRROR OVER MIRROR NOT m CIRCUIT PANEL 5% OF TOTAL PULL STATION EXTINGUISHER ENTRY CALL CONTROLS ELECTRICAL DRYERS (VARIOUS TYPES) DISPENSER/ MOUNTED DISPENSER DISPENSER CONTROLS MUST HAVE 32" AND SHELVES LAVATORY OR OVER L • L PROVIDED SHALL BE BOX & COMMUNICATION TRASH SEAT VFR PNEUMATIC DEVICE FOR (INCLUDING CABINET OBSTRUCTION MIN CLR COMPLETELY WITHIN "" RECEPTACLE DISPENSER OPERATION WITH ONE DATE PROJECT NUMBER MEDICINE REACH RANGE SLIDING ZE AND HAND NO TIGHT GRASPING 03/14/2022 184470 CABINET) D OO R� S I • �� OR TWISTING, AND A MAX • PRESSURE OF 5 PSF �� MOUNTING HEIGHTS MINIMUM CLEARANCE ...... .......................... ........... ......... CONTROLS TO BE 24" MIN 16"-18" ON OPEN SIDE Q I V) LL NOTHING I Q * COMMON AREAS, 18" ABSOLUTE IN RESIDENTIAL DWELLING UNITS ** 59" IS IF TOILET IS WITHIN A STALL AND FLOOR MOUNTED. 56" IS FOR WALL MOUNTED TOILET IN STALL OR FLOOR MOUNTED TOILET NOT IN A STALL. ***IF NON -CONTINUOUS GRAB BAR IS USED, SIDE WALL GRAB BAR TO BE 12" MAX FROM CORNER AND REAR WALL GRAB BAR TO EXTEND 12" MIN FROM CENTER OF TOILET TO CORNER. L SHAPED CORNER HOOK. ' • • GRAB BAR *** 1 1/2" MIN °O N Q�-- --- 00 o 00 Z o, w o �2 o 0 TOILET PAPER 24" 118" MAX DISPENSER TOILET SEAT Cn�VFR DISPENSER ALIGN TOP WITH TOP OF T.P. DISPENSER 7 PUBLIC/COMMON TOILET L 3/8" = 1'-0" ADA/ICC TOILET PARTITION ONE AMBULATORY ACCESSIBLE TOILET STALL IS REQURIED WHEN SIX OR MORE FIXTURES ARE PROVIDED 5' 0" TOILET CONTROLS ON OPEN SIDE MIN CLEAR 16" 18" FOLLOW MANUFACTURER FROM SIDE WALL OPPOSITE D00 GE RECOMMENDATIONS FOR MOUNTING s As ,,, GRAB BAR TO TOILET PARTITION w J J 0 o O IPC 405.3.1 REQUIRES NON -ACCESSIBLE zLu z j STALLS TO BE 30" MIN IN WIDTH BY 56" IN o DEPTH FOR WALL MOUNTED TOILET AND I 60" MIN IN DEPTH FOR FLOOR MOUNTED Q oo 4- TOILET. ASSUME 36" WIDE CLEAR BY DEPTH OF ACCESSIBLE STALL, U.N.O. ! PROVIDE 6" MIN CLR BEYOND THE SIDE LnA - OF THE PARTITION BY 9" IN HEIGHT IF — — - —`O — — THE COMPARTMENT WIDTH IS 66" OR in-- z = LESS AND THE DEPTH IS 62" OR LESS w u Z FOR WALL HUNG TOILET AND 65" OR o � Q O Lu LESS FOR FLOOR HUNG TOILET �n Z z w w d u Q 3" PREFERRED zz NOTES ABOUT DOORS: 4" MAX 1. IN MULTI -STALL TOILET ROOMS, DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE. 2. ACCESSIBLE STALL DOOR TO BE 32" CLEAR, HAVE DOOR MANEUVERING CLEARANCES, A GRAVITY CLOSER, DOOR PULLS ON BOTH SIDES, AND AN ACCESSIBLE LOCKING MECHANISM. 3. DOORS MAY ENCROACH INTO STALLS BUT NOT OVER TOILET CLEARANCE. 2 TOILET COMPA 3/8" = 1'-0" RTM E NT 39"-41 IT z w NN U LL N� to l7 _ a g m a 00 u 0 7„ 9„ TOILET PAPER 42" MAX DISPENSER ADA/ICC TOILET END PARTITION 16"-18" i I W 'W 00 H Q ui o w z z �0 2i of Q o o z z Ln Lon A PARALLEL APPROACH COMPLYING WITH SECTION 305 SHALL BE PERMITTED TO A KITCHEN SINK IN A SPACE WHERE A COOKTOP OR CONVENTIONAL RANGE IS ........ NOT PROVIDED. DW DOOR IN OPEN POSITION CANNOT OVERLAP PARALLEL 0 APPROACH TO SINK. O CLEARANCE CENTERED PER FHA IF IN O UNIT, OFFSET PER ADA AND A117.1 z Lu FORWARD REACH, WHERE REQUIRED, ONLY GOES TO THE FRONT OF THE KNEE AND TOE CLEARANCE i �6 L � ¢ .. Z f •. U Q ( ^ "t - Z z = t ` 4 . rn � 48" 48„ aU — z e�j 6 • 8................................ 11 Z REFRIGERATOR SINK WITH 0 PARALLEL APPROACH `O FIXED CABINETRY ALLOWED 17" MIN BELOW SINK 41 25" MAX CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS PER ADA AND ICC A117.1 804 ACCESSIBLE KITCHENETTE KNEE AND TOE CLEARANCE DIAGRAM 34'1'-0' 3/8" = 1'-0" ........... LAVATORY IN COUNTER IN COMMON RESTROOM ACCESSIBLE WALL HUNG LAVATORY NOTE: FLOOR FINISH UNDER LAVATORY SHOULD EXTEND TO WALL. WATER SUPPLY AND DRAIN SHALL BE INSULATED OR COVERED WITH NO SHARP OR ABRASIVE SURFACES. REACH DEPTH TO FAUCET L15" MINA REACH DEPTH TO L15" MINA CONTROLS SHALL BE TO SIDE WALL BASE, FAUCET CONTROLS TO SIDE WALL BASE, EQUAL TO OR LESS THAN PARTITION OR FIXTURE SHALL BE EQUAL TO PARTITION OR FIXTURE INSULATE THE DEPTH OF KNEE AND OR LESS THAN THE WATER SUPPLY TOE CLEARANCE _ T _ DEPTH OF KNEE AND PROVIDED, BUT SHALL * TOE CLEARANCE AND DRAINPIPES * PROVIDED, BUT EQ EQ NOT EXCEED 25 INCHES. z SHALL NOT EXCEED 24 MAX 25 INCHES. I I g u, CL 00 Ln N I 00 (D N. ......_. O I o * I ... i I J OPEN ' 6 * 30" CLR 16 * * 30" CLR * UNLESS IN ALCOVE * UNLESS IN ALCOVE i REFR. SPEC TO MEET ICC A117.1 WITH PARALLEL APPROACH TO THE SINK AND A 3' SINK BASE CABINET, THE DW HAS TO BE AT LEAST 6" FROM SINK CABINET SINKAT34" MAX. COUNTER BEYOND SINK 34" MAX TO PROVIDE OUTLETS WITHIN REACH RANGE DW CLEAR FLOOR SPACE (AS SHOWN, SAME AS SINK CFS) IF SINK IN ALCOVE 24" OR * * GREATER IN DEPTH, 30" CLEAR * FLOOR SPACE BECOMES 36" MINIMUM * SEE KNEE AND TOE CLEARANCE DIAGRAM PER ADA AND ICC Al17.1 606 DETAIL* FOR DIMENSIONS 9 COMMON WALL HUNG LAVATORY 3/8" = 1'-0" TOILET CONTROLS ON OPEN SIDE * 30" MIN CLEAR * IF SINK IN ALCOVE 24" OR . * SEE KNEE AND TOE GREATER IN DEPTH, 30" ALLOWABLE EQUIP. AREA CLEARANCE DIAGRAM CLEAR FLOOR SPACE NO SHARP SURFACES DETAIL* FOR DIMENSIONS BECOMES 36" MINIMUM PER ICC A117.1 606 10 COMMON LAVATORY IN COUNTER 3/8" = 1 '-0" LOCATE SEAT CnVFR DISPENSER WHERE TOILET IS NOT IN CLEAR FLOOR SPACE FPR ACCESSORY PARTITIONS PER IBC 1209.3.2 FLUSH PROVIDE 6" MIN CLR BEYOND THE VALVE 4 SIDE OF THE PARTITION BY 9" IN ....HEIGHT IF THE COMPARTMENT 13 1/2" MIN WIDTH IS 66" OR LESS - i EXTENT OF TOILET CLEARANCE LL Q C z O w _ ... ........... .. j 8 w 9 w u CD(` 1 Q w u vi J Q ................. E 1 rn o Q u ` w w Q a Z ~ a Q w Q Q �u z Q ACCESSIBLE URINAL � N L 30" MIN 36" MIN IF PARTITIONS GREATER THAN 24" z_ I I I I00 I I I � I 30" ACCESSIBLE URINAL ' J 3/8" = 1'-0" GRAB BARS SHALL EITHER BE CIRCULAR WITH A CROSS SECTION WITH AN OUTSIDE DIAMETER BETWEEN 1 1/4" MIN AND 2" MAXIMUM OR BE NON -CIRCULAR WITH A CROSS SECTION DIMENSION OF 2" MAXIMUM AND A PERIMETER DIMENSION OF 4" MINIMUM AND 4.8" MAXIMUM. PROTRUDING OBIECTS RECESSED OBIECTS COORDINATE ANY ACCESSORIES 5" MAX 15" MIN TO SPOUT ABOVE GRAB BARS BEFORE INSTALLING GRAB BARS TO DRINKING FOUNTAIN SHALL ENSURE ACCESSORIES ABOVE 18" MIN BE LOCATED IN AN ALCOVE COMPLY WITH REACH RANGE 19" MAX OR OTHERWISE POSITIONED AND CLEARANCE ABOVE BRAB 5" MAX SO NOT IN CIRCULATION PATH 1 z BAR. ------ °� .. 1 `q u I oz w CLEAR FLOOR SPACE TO EXTEND NOTHING TO BE .................. �._. .... L,, MOUNTED WITHIN of ui 17" MIN TO 25" MAX rn aro I CD 12" CLEAR SPACE 8" z o z ABOVE GRAB BAR MIN g 4� o z NOTHING TO BE _ z ("4M 4 24" MAX .� MOUNTED WITHIN o MAX 30" x 48" CLEAR FLOOR 714 u 1 1/2" CLEAR SPACE 6 11 SPACE CENTERED ON LOW BELOW GRAB BAR AX DRINKING FOUNTAIN. IF MMIN ALCOVE GREATER THAN 24" 1 1/2" SIDE ELEVATION PLAN WITH FRONT APPROACH DEEP, CLEAR FLOOR SPACE IS 36" X 48", CENTERED ON ALL GRAB BARS INSTALLED IN ANY APPLICATION EXCEPT SPACE FULLY RECESSED DISPENSERS CAN LOW DRINKING FOUNTAIN. BETWEEN GRAB BARS AND SHOWER CONTROLS, SHOWER BE LOCATED WITHIN THE 12" ABOVE IF BOTTLE FILLING STATION ...FITTINGS AND OTHER GRAB BARS SHALL BE 1 1/2" MINIMUM. ........ . AND 1 1/2" BELOW THE GRAB BAR. PROVIDED, IT SHALL BE ON LOW DRINKING FOUNTAIN. PER 2010 ADAS AND ICC A117.1 SECTION 609.3 9GRAB BAR SPACING DRINKING FOUNTAIN ... .... 1 1 1-01, ............ 20 3/8" = 1 1-01, ......... 9Q81 >� OF - y 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 N O 00 m z 0 Z z O V W 0 0 LL oz z_ 0 > Q J of t n�W > V > z O Lu i J Vi 00 °° 8 O� O N 0 o co Oo Z N z N w as REVISION DATE REASON FOR ISSUE ICC PUBLIC & COMMON REQUIREMENTS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 1 KNEE AND TOE CLEARANCE DIAGRAM ' 3/8" = 1'-0" REINFORCEMENT FOR FUTURE GRAB BARS I O I Jif, I f LENGTH OF TUB PER TYPE A y p 60" MIN PER FHA 1 g Q 2 I o I <� I L------------- a cl- 11 00 M c r U Q O z a Q 0 o O LL it \ CONTROLS SHALL BE LOCATED ON AN END WALL AND BE BETWEEN THE BATHTUB RIM AND GRAB BAR, AND BETWEEN THE OPEN SIDE OF THE BATHTUB AND THE CENTERLINE OF THE WIDTH OF THE BATHTUB. FOR PROJECTS ALSO COMPLYING WITH ADA: PROVIDE REMOVABLE BATHTUB SEAT IN UNIT. COORDINATE STORAGE LOCATION WITH OWNER. CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS REFR. SPEC F- TO MEET ICC 00 1 A117.1 SEC.1003.12. z 5.6 LU " = I I I I � 30 Il 48" 1 z `� REFRIGERATOR SINK 0 S OFFSET PER ICC R OVEN CLEAR FLOOR SPACE C L COOKTOP CLEAR FLOOR SPACE S 00 I I � DW I 0 I 00 LJ I I 1 I 48" 48" 30" I I I I �DISHWASHER� - - - RANGE RONT CONTROLS REQ'D OR OVEN & COOKTOP EMOTE SWITCH REQUIRED FOR HOOD ONTROLS TO BE WITHIN REACH RANGE. IGHT AND FAN SPEED TO BE CONTROLLED EPARATELY. 30" MIN CLEAR I I �I it I I I 607II I /1%-I WORK SURFACE * FORWARD REACH ONLY GOES TO THE FRONT OF THE KNEE AND TOE CLEARANCE, TYPICAL. 25" ACCESSIBLE WORK SURFACE AND SINK ELEVATION En Cn 39" MIN WALL TO OUTLET LINEN 12" MIN ------- * * �\\� / �V FORWARD APPROACH WITH KNEE AND TOE CLEARANCE (1 /A5.03) 30 42" MIN OFFSET APPROACH PER A117.1 REQUIRED BELOW SINK AND WORK SURFACE. REMOVABLE CENTERED APPROACH PER FHA CABINETRY ALLOWED PROVIDED THE CABINETRY CAN BE (SEE TYPE B SHEET FOR FORWARD REMOVED WITHOUT REMOVAL OR REPLACEMENT OF COUNTER, APPROACH OPTION FOR FHA COMPLIANCE) THE FLOOR FINISH EXTENDS UNDER THE CABINETRY, AND THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED HATCH DENOTES ALLOWABLE EQUIP. MIN CLEAR FOR OUTLET TO BE ADJACENT TO VANITY AREA. NO SHARP SURFACES. * SEE KNEE AND TOE NOTE: FLOOR FINISH UNDER SINK AND WORK SURFACE NOTE THIS DETAIL IS ADDRESSING OUTLET AND CLEARANCE DIAGRAM SHOULD EXTEND TO WALL. WATER SUPPLY AND SWITCH PLACEMENT ONLY, SEE OTHER DETAILS (1/A5.03) FOR DIMENSIONS DRAIN SHALL BE INSULATED OR COVERED WITH NO FOR LAVATORY AND TOILET CLEARANCES. SHARP OR ABRASIVE SURFACES. PER ICC A117.1 1003.9 2 TYPE A KITCHEN UNIT BATHROOM OUTLET/SWITCH 3/8" = 1'-0" 3/8" = 1'-01, .. . ............. . ............. . ................ ................ ................... GRAB BAR TO BEGIN AT EDGE OF SEAT REINFORCEMENT FOR FUTURE 1 LOCATE CONTROLS WITHIN � CROSSHATCHED AREA. NOTES: ADAPTABLE CABINET AT BATHROOM BUT NOT EXTEND OVER SEAT AND NOT GRAB BARS PER FHA, GRAB BARS 1. ADAPTABLE KNEE AND TOE LAVATORY REQUIRED TO EXCEED 48" INSTALLED PER ICC � ; FI #58: Shower and Tub Valve Heights LAVATORY SPACE MUST BE PROVIDED AT WITH OR WITHOUT BASE CABINET THE LAVATORY 01 FULLWIDTH L18" MINA 2. FINISHED FLOORTO EXTEND REACH DEPTH TO FAUCET FULL WIDT UNDER CABINET, AND PIPE 60" MIN TO SIDE WALL PROTECTION TO BE PROVIDED PARTII ION OR FIXTURE CONTROLS SHALL T 6" MAX 3. CABINETRY ALLOWED EQUAL TO OR LESS THAN CO TROL WALL 27" c401 .4cn BELOW SINK PROVIDED IT IS THE DEPTH OF KNEE AND JIM REMOVABLE. IF OVERLAPSX8� TOILET CLEARANCE, SEE DETAIL EQ I EQ PROVIDED, BUT SHALL FOR TOILET CLEARANCE. NOT EXCEED 25 INCHES. SEAT z WHEN IN TOILET �_ WALL 16" MIN. I I 4. TOP OF LAVATORY FIXTURE CLEARANCE 24" MAX01 `0 o CL I 00 OR COUNTERTOP 34" HIGH NOTE: REMOVABLE CABINETRY rn MAX, WHICHEVER IS HIGHER...... ALLOWED IN RESIDENTIAL % 6" MAX 24'I J � _ _ 1 5. MIRRORS ABOVE * DWELLING UNITS. FLOOR FINISH 0 J u I LAVATORIES: BOTTOM EDGE OF UNDER LAVATORY SHOULD --- Q J LL- 3" 1 1/2" z � 21/2" MAX REFLECTIVE SURFACE TO BE 40" -k / ' j EXTEND TO WALL. WATER SUPPLY z 30" CLR 6 MAX MAX z I �^ MAXIMUM ABOVE FINISH ........... AND DRAIN SHALL BE INSULATED rn o - LL S LL � Ou �' UNLESS IN ALCOVE OVER 24" DEEP b� z z z FLOOR%%%OR COVERED WITH NO SHARP OR M rn oo SHOWER m * 3011 ABRASIVE SURFACES. WALLS IF SINK IN ALCOVE 24" OR GREATER °M°% SEAT IN DEPTH, 30" CLEAR FLOOR SPACE BEHIND AND SURROUNDING THE 60" BECOMES 36" MINIMUM * MIN CLEAR CABINET TO BE FINISHED. SHOWER SEAT AN ENTRY OF 60" MINIMUM IN WIDTH SEAT WALL CONTROL WALL SIDE WALL * SEE KNEE AND TOE SHALL BE PROVIDED (NO DOOR ALLOWED) ALLOWABLE EQUIP. AREA CLEARANCE DIAGRAM 1/2" MAX H ES FOR DIMENSIONS THRESHOLD NOS ARP SURFACES PER ADA SECTION 608, ICC A117.1 SECTION 608 AND FHA CHAPTER 7 ACCESSIBLE RDU ROLL -IN SHOWER TYPE A LAVATORY 3/8" = 1'-0" 3/8" = 1'-0" . . ........... ... . ... .................. ... ..... ........ ... ........ ........ ........ ....................... ........ ........ ONLY REDUNDANT OUTLETS CAN BE TOILET- WITHOUT ENCROACHING TOILET WITH LAVATORY- EXPOSED KNEE SPACE UNDER BRACKET- TYPICAL REINFORCEMENT AT TOILET LOCATED IN INACCESSIBLE LOCATIONS. SEE BUILDING CLEARANCES SHEETS FOR OTHER VANITY RESIDENTIAL DWELLING UNIT SUPPORTED COUNTERTOP LAVATORY VERIFY ALL UNIQUE SWITCHES REACH RANGE, ONLY SIDE REACH RANGE AT KITCHEN 18" 18" (INCLUDING USB, DATA AND SWITCHED 18�� UNIT DOOR ENTRY OUTLETS) ARE INACCESSIBLE AND BATHROOM IS MODIFIED WITHIN UNIT. ABS' OLUT� ABSOLUTE MIN CLR* LOCATIONS. OUTLETS -_--- --- SWITCHES ALL ENVIRONMENTAL CONTROLS ............................. • .. SIDAND BATHROOMS E REACH AT KITCHENS VIEWER INCLUDING THERMOSTATS, TO TOP I N 57" 45" HEIGHT 24" MAX PER ICC OF CONTROL z I I I i i FOR ALL '. • ' REINFORCEMENT FOR REINFORCEMENT UNITS IT PANEL 10 Lnn I tO CL I I FUTURE GRAB BARS 1-0 FOR FUTURE GRAB BARS I II � SWITCHES OUTLETS FUTURE FUTURE I TOP HIGHEST = II GRAB BARS ) GRAB BARS I I — - — " ro� -, LU Q l I� OUTLET i SWITCH -- - - - - - - % J EXPOSED LL Q - Q z ADDITIONAL � z ,� �._. KNEE SPACE o _ _.........1 Q L 60 z- z VIEWER AT ... o O o 60" °M° TYPE A o0 = J ), - CABINETS O - COm m °O o IF THE LAVATORY OVERLAPS ' UNITS ~ o w LU LU N v' OUTLETS THE TOILET MANEUVERING 18" 1 18" w LU z_ Ln SPACE, REMOVABLE CABINETRY z v * MUST BE PROVIDED WITH KNEE CONTROLS TO BE ABSOLUTE MIN* M o = ........ .......... ........................ ____. ..- MIN CLR DIMENSION AND TOES CLEARANCE ON OPEN SIDE 4 HOOK IS TO COUNTERTOP PROVIDED AT THE SIDE PANEL OUTLET/ SWITCH HEIGHTS 44" MAX AT FORWARD APPROACH 46" MAX FOR SIDE REACH OVER OBSTRUCTION 10" 24" 48" MAX FOR SIDE REACH OVER OBSTRUCTION LESS THAN 10" PER ICC 1103.11.2.4 1 TYPE A UNIT TOILET TYPE A MOUNTING HEIGHTS 2 3/8" = 1' OII 1 4 3/8 = V-0 LAUNDRY EQUIPMENT - SIDE BY SIDE W/D TOILET- WITHOUT ENCROACHING TOILET WITH LAVATORY- EXPOSED KNEE SPACE UNDER BRACKET- TYPICAL REINFORCEMENT AT TOILET VANITY RESIDENTIAL DWELLING UNIT SUPPORTED COUNTERTOP LAVATORY TOP LOADING - FRONT LOADING o O O o0 18" GRAB BARS 18" 18" ABSOLUTE MIN CLR* BSOLUTE %I — — — — — REINFORCEMENT FOR .01 e — — x GRAB BARS PER FHA ° o i z %z LU 00 o 39" MIN - 41 " MAX U P TO 24" MAX p I o N 57" 45" o0 z I _ .. 42" MIN 12" 12" 12" 1 Ln I CL I I °r ACCESSIBLE CLOSET I I I CL-N i I - MIN MIN MIN o I II GRAB BARS I I— - — ROD & SHELF �^ IF CLEAR FLOOR L I M I I I I - - - - - - - - - - I 60' �II L 60" L LU Ln Q LU o m � LU � J z w � Z J � O o U LU LL O z vi LU z O O m LL LU Ln LU Z J O � LL LL O O w LU Ln I.O J m O cl- WHEN LINEN PRESENT, OUTLET CAN EITHER BE LOCATED IN LINEN, IN MIRROR, IN BACKSPLASH, OR ADJACENT TO VANITY IF DIMENSION ALLOWS. INSTALL 36" REAR WALL *MIN CLR DIMENSION GRAB BAR WHERE IS TO COUNTERTOP SPACE ALLOWS, 24" IS ALLOWED WHEN VANITY ENCROACHES ICC A117.1 1003.11.2.5.1 AND 607 PER ICC 1103.11.2.4 .................. 6 TYPE A UNIT TUB SHOWER TYPE A UNIT TOILET 3/8" = 1. 0' ... .......................... 17 3/8" = 1'-01I REINFORCEMENT FOR FUTURE GR 6" 48" M I N MAX I EXPOSED KNEE SPACE z M IF THE LAVATORY OVERLAPS THE TOILET MANEUVERING SPACE, CABINETRY MUST BE REMOVABLE WITH KNEE AND TOES CLEARANCE PROVIDED AT THE SIDE PANEL VIV Vf LIN INSTALL GRAB BARS IN ADDITION TO REINFORCEMENT 6� SPACE OFFSET, APPLIANCE DOOR _.. •••••;., 48" 48" SHALL HINGE ON LL LU PARALLEL APPROACH CENTERED ON PARALLEL APPROACH SIDE OPPOSITE 50% OF CLOSET WIDTH THE APPLIANCE OFFSET UP TO 24" THE CLEAR FLOOR m LL SPACE. TO BE WITHIN REACH RANGE 0 ~ NOTE: PROJECTS REQUIRED TO COMPLY WITH 2O10 ADAS MUST HAVE THE CLEAR FLOOR SPACE CENTERED. ALL CONTROLS TO BE LOCATED ON THE FRONT PANEL, OPERABLE WITH A CLOSET ROD PROJECTS REQUIRED TO COMPLY WITH HUD 504 (EVEN CLOSED FIST AND WITHIN REQUIRED IF CHOSING 2010 ADA FOR COMPLIANCE PATH) MUST REACH RANGE, INCLUDING LINT ELEVATION FOR EVERY CLOSET IN AN ICC USE FRONT LOADING LAUNDRY APPLIANCES. TYPE A UNIT SCREEN AND ALL DETERGENT AND BLEACH COMPARTMENTS PER ICC A117.1 1003.14 AND 905 ICC 611 AND 2010 ADAS 611 9 TYPE A CLOSET ROD ELEVATION TYPE A LAUNDRY 3/8" = 1 '-0" 20 3/8" = 1 '-0" 9Q81 �OF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM M01SAN ARCHITECTS, INC. Q0 N O 00 d') z 0 0 (� Z z O l/n V W 0 0 LL oz z_ O > Q J LU t n� V > z O LU � J m °° 8 0 O N O � 0 co = CD Z N � aN z aLU� REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 A 08.20.21 City Comments #01 ICC TYPE A UNIT REQUIREMENTS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 TYPE B UNIT OPTION B BATHTUB REINFORCEMENT FOR FUTURE GRAB BARS, TYP -7 0 1 L_— SEE NOTE TYPE B UNIT OPTION A BATHTUB FORWARD APPROACH I z I47I I o IIcz I 60 I 48" MIN RIM OF TOILET TO VERTICAL I �� EDGE OF TUB SURROUND NOTHING ALLOWED IN L CLEAR FLOOR SPACE 30" MIN FOR TUB/SHOWER IN RIM OF TOILET TO EITHER OF THESE VERTICAL EDGE OF TUB SURROUND OPTIONS NOTE: PER FHA, IF SIDE WALL ADJACENT TO TOILET IS 24" OR GREATER, PROVIDE REINFORCEMENT FOR FUTURE GRAB BAR ON SIDE WALL 32" MAX TO 38" MIN IN ADDITION TO REINFORCEMENT FOR PULL DOWN GRAB BAR. L1 CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS i I J RCFRIGERATOR 48" SINK r-- OFFSET CLEAR FLOOR SPACE FOR I I I I I I� I I - I 48" I I I L--- L DISHWASHER OFFSET APPROACH PER A117.1 CENTERED APPROACH PER FHA (SEE OPTION FOR FORWARD APPROACH TO THE RIGHT) 7 TYPE B UNIT KITCHEN L 3/8" = 1'-0" TYPE B UNIT OPTION A BATHTUB PARALLEL APPROACH I I I � I I� 1 � I Iz o � Im I --- ------ 60" MIN LAVATORY COMPLYING WITH ICC SECTION 606 ONLY ITEM ALLOWED IN TUB CLEAR FLOOR SPACE TOILET - FORWARD APPROACH -TYPE B UNIT je 33"MIN CLR DIMENSION IS 18" L. 15" TO COUNTERTOP BSOLUTEMIN CLR � to Li I I I � � I ---------- 48" TYPICAL REINFORCEMENT AT TOILET FOR REAR WALL AND PULL DOWN GRAB BAR WHEN 18" FROM FIXTURE OR WALL LINE OF ADJACENT TUB (WHERE OCCURS) CLEAR FLOOR SPACE FOR OVEN (PARALLEL OR FORWARD ALLOWED) CLEAR FLOOR SPACE FOR COOKTOP CENTERED APPROACH PER FHA (PARALLEL OPTION DEPICTED TO LEFT) OFFSET APPROACH PER A117.1 - *48" MIN. CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORKAREAS, WHERE ONLY FORWARD APPROACH IS POSSIBLE @ THE REFRIGERATOR. TOILET - PARALLEL APPROACH -TYPE B UNIT 33" MIN CLR DIMENSION IS 18" 15" loe TO COUNTERTOP BSOLUTEMIN CLR I I I� o CL I 1 <S7 � J LAVATORY AND CABINET CAN 48" OVERLAP TOILET CLEARANCE PROVIDED 15" MIN CLEAR IS PROVIDED TO CENTERLINE OF TOILET TYPICAL REINFORCEMENT TYPICAL REINFORCEMENT AT TOILET FOR WALL AT TOILET FOR REAR GRAB BAR MOUNTED GRAB BAR (WITHOUT PULL DOWN GRAB BAR) LINE OF SIDE WALL 57" 45' 400, REINFORCEMENT FOR FUTURE GRAB BARS — 30" MIN - z_ f z_ 6" 6" 48" MIN 6" 30" MIN = I 12„ N 00 z 00 MAX MAX MAX m r" I MIN m M rn // 16" 15" MIN 18" MIN 18" 15" MIN CLR ABSOLUTE CLR 00 m m � -L_J - — — — MIN CLR DIMENSION TO III 0 EDGE OF COUNTERTOP o III N NOTE: PER FHA, IF SIDE WALL ADJACENT TO TOILET IS 24" OR III FI #58: Shower and Tub Valve Heights o GREATER, PROVIDE REINFORCEMENT FOR FUTURE GRAB BAR ON SIDE WALL 32" MAX TO 38" MIN IN ADDITION TO REINFORCEMENT FOR ICC A117.1 1003.11.2.5.1 AND 607 PER ICC 1104.11.3.1.2 PULL DOWN GRAB BAR. 6 TYPE B UNIT TUB SHOWER TYPE B UNIT TOILET 3/8" = 1 1-01, ........................ 17 3/8" = 1_ 1, ......... REINFORCEMENT FOR PULL -DOWN GRAB BAR WHERE SIDE WALL IS LESS THAN 56" I MIN CLR DIMENSION TO EDGE OF COUNTERTOP z NO LINEN CABINET WITH LINEN CABINET 39" MIN WALL TO OUTLET YFiK/-HLLCL UK r-uKVVHKU Hr rKumI_ I. Ir FLOOR FINISHES EXTEND 42" MIN TO COUNTER TOP FORWARD APPROACH IS USED, SEE PUBLIC BEHIND/UNDER CABINET z SHEET FOR KNEE AND TOE CLEARANCE. FOR OUTLET TO BE ADJACENT TO VANITY NOTE THIS DETAIL IS ADDRESSING OUTLET AND SWITCH PLACEMENT ONLY, SEE OTHER DETAILS FOR LAVATORY AND TOILET CLEARANCES. PER ICC A117.1 1004.9 w cn Q w 0 o m � Z w ~ Z � � 0 0 u u LU LL 00 z vi LU z0 0 0 inf LU Ln LUz H 0 = LL LL 0 0 Lr F- LU LU = Ln %.o u 0 L v co co QV) 0 0- WHEN LINEN PRESENT, OUTLET CAN EITHER BE LOCATED IN LINEN, IN MIRROR, IN BACKSPLASH, OR ADJACENT TO VANITY IF DIMENSION ALLOWS. TYPE B UNIT LAVATORY UNIT BATHROOM OUTLET/SWITCH 3/8" = 1 '-0" 3/8" = 1 '-0" PRIMARY ENTRY DOOR SLIDING DOORS WITHIN THE POCKET/BARN DOOR CLEARANCES WITHIN TO RESIDENTIAL UNIT RESIDENTIAL UNIT INTENDED FOR USER THE RESIDENTIAL UNIT INTENDED FOR USER PASSAGE AND >24" DEEP CLOSET PASSAGE AND >24" DEEP CLOSET (CORRIDOR SIDE) Oof DOOR IN CLOSED POSITION DOOR IN OPEN POSITION 00 0 72" MIN TRACK 72" MIN TRACK I O O I z I 32" MIN00 — — — � I CLR OPENING I I 12" MIN W/ LATCH & CLOSER I I I I BIFOLD DOORS WITHIN THE I I - - RESIDENTIAL UNIT INTENDED FOR = USER PASSAGE AND >24DEEP CLOSET LU I I LU �w " I I Of Of a N O 18" MIN 32" MIN LL 0 0 I JI e az CLR OPENING O 0 I I z Q < U_ LL �w I I � LU J _U I I O I 32" MIN z I 0 z z LU 0 0 0 z 0 00 w I I w DLn CLR OPENING 36" OPENING 36" OPENING 00 38" DOOR 38" DOOR O (UNIT SIDE) * IF LOCK PROVIDED, VERIFY HARDWARE REQUIREMENTS TO ENSURE HARDWARE ""'........' ACCESSIBLE FROM BOTH SIDES OF DOOR 32" v MIN CLR ACCESSIBLE HARDWARE, MUST BE EXPOSED PER ICC A117.1 1004.5 ON BOTH SIDES WHEN DOOR IS FULLY OPEN '• . TYPE B DOOR 9 CLEARANCES 3/8" = 1'-0" . . . . ..................... .................... ...... ONLY REDUNDANT OUTLETS CAN BE ................................... ......... ................. SEE BUILDING CLEARANCES SHEETS FOR OTHER LOCATED IN INACCESSIBLE LOCATIONS. OUTLETS REACH RANGE, ONLY SIDE REACH RANGE AT KITCHEN VERIFY ALL UNIQUE SWITCHES AND BATHROOM IS MODIFIED WITHIN UNIT. (INCLUDING USB, DATA AND SWITCHED OUTLETS) ARE IN ACCESSIBLE SWITCHES LOCATIONS. ALL ENVIRONMENTAL CONTROLS SIDE REACH AT KITCHENS ...INCLUDING THERMOSTATS, TO TOP AND BATHROOMS OF CONTROL ')r, 1 n" nnov SWITCHES OUTLETS C°� Q TOP TOP OUTLET. OUTLET _.. _... _. _...... _....... _.................... 0 CABINETS ° Lu m L BTM � I OUTLET z CIRCUIT PANEL -•••, HIGHEST f SWITCH f L-J 00 ............... n OUTLET/ SWITCH HEIGHTS 44" MAX AT FORWARD APPROACH 46" MAX FOR SIDE REACH OVER OBSTRUCTION 10" - 25 1/2" 48" MAX FOR SIDE REACH OVER OBSTRUCTION LESS THAN 10" 1 A TYPE B UNIT MOUNTING HEIGHTS ' �T 3/8" = 1'-0" LL LL Q LL LL z m _ N m "'^" REINFORCEMENTAREA IRED PER FHA AND L BUILDING CODE. V MAX TYP MINIMUM IF SINGLE PIECE OF LUMBER LAUNDRY EQUIPMENT STACKING W/D CL CL Q CL CL 24" MAX I 24" MAX 24" MAX � 1/4" MAXIMUM GAPS z Q BETWEEN rn CD z REINFORCEMENT AND 601 :2 WALL STUDS AND m MULTIPLE PIECES OF 48" REINFORCEMENT TOP FRONT LOADING LOADING MULTIPLE PIECES OF NOMINAL LUMBER ADDING UP TO 6" MINIMUM PER FHA CHAPTER 6 AND ICC A117.1 1004.11.1 1 Q WALL REINFORCEMENT DETAIL ' J 3/8" = 1'-0" PER ICC A117.1 1004.11 7 n TYPE B LAUNDRY DETAILS L v 3/8" = 1'-0" 9Q81 �OF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. Q0 N O OD d') z 0 Z z O l/n G V LU 0 0 LL oz z_ O > Q J of O t n� >W V > O LU J l/1 00 00 0 O � O N 0 Oco O Z N z Q N LU as REVISION DATE REASON FOR ISSUE ICC TYPE B UNIT REQUIREMENTS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 SHEET NUMBER 184470 h A5904 S10 VEST. - 1000 IF-F- _jI - - L1 6 5.2 Q4 [No Slope] 1 15.2 1 CO 0 ADMIN SUITE 1 /4" = 1 '-0" 15'-0" 7 1 ' 31 /4" 2'-7" 1 ' - 21 /2"--, 11 1 /2" 14'-11" S2 � 8 8"---,,1' 01/4" 1'-5 5.4 9M.1 9111 1 11 4 0 3.5 0 3-5 ALIGN gM,1 ALIGN 0 3.5 9 7/8" - - 6 3/8" 00 N 3.5 ni M I I N JI 9M.1 n - 0 3.5 U 9 7,6 3/8 L 1 24'-6" F_ V -0 F v I m L 0 RR 9 1 e 1 91 L1006 1 ------------- ILL 3' o„ 1 g m MIN CLR 100 A En 0 �� n A I 1 62 _ I 0 L � I 1 O Vol 0 1 9P.1 1 9M.1 1005 14 3' - o GREAT ROOM 0 3.5 MIN CLR 5 .1 BEVERAGE 1001 5 MMM 9 L 0 4 J 0 4 �STATION 1 1 9 1 / R R 1 9 1005 1 ----,� _ J o M 1 - - - - - - � - - o - li V-8" 3'-10" 5 9M.1 - F- - - - 0 3.5 I 1022A 9M. 4 % 0 3.5 1' 71/2" 4'-0"OPENING 9" (HEIGHT: T-0" 9 5 � / 0 3.5 ELEV. WAITING I � - � 9 9 1004 1 1 4'-431/128" �_ 1 NEI DISCOVERY/ 6'- 9" 0 - - CONF. ASI00 1 9 1022 1 9 177�7K 022B 0 3.5 X3.1 BUSINESS OOFI,CE �� ol MAIL 3 12 MGR 1003 9M.1 1 9 9M.1 0 3.5 1027 0 3. / - - 1027 9 9M.1 / 0 3.5 - - 9 1 - CORR �, 1 1O SALES MGR 1020 1023 --- --- ------ 'I T -11 1/2" 9 Doi__ 3K. ADMIN 3 12 RR RR � I I I 1 1026 - m 1 9 1019A1' 6 3/32" L J 1 O - 5 1 `--U--' J � 1 9 0 4 5 1 9 06 � I I 00 I 1 1 g 5% OF LOCKERS TO 9J o - BE ACCESSIBLE 1 6- P _ 1 9 SALES MGR b .1 1024 O EMPLOYEE o 6 IDFAS1001 EXEC DIR. 1025 2A 5.2 1 6 LOUNGE 1019 M H BUS 3G.1 ELEV - 1 ELEV - 2 O 9" 9" 8" ALIGN 1 6 I n RECEIVING 1017 Q 1017C 1017A ' I 5.2 1T 6 24' - 8 7/8" 1 LOADING 1 I I 1011 GENERAL NOTES - ENLARGED PLANS 1. REFER TO SHEETAO-n'-FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 3. SEE SHEETS AU_11AND77aFOR WALL ASSEMBLIES. 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET c,� n1 FOR LOCATIONS OF RATED CONSTRUCTION AND EXITING INFORMATION. 6. SEE SHEETS BEGINNING ON A5 01 FOR TYPICAL ACCESSIBILITY CLEARANCES. 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. 8. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL CONDITIONS. 9. FOR DOOR SCHEDULE SEE Al SERIES 10. FOR CASEWORK ELEVATIONS SEE Al SERIES. 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. 12. FOR HANDRAIL DETAIL HEET 1E/=2 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY'6J.1' U.N.O. O KEY NOTES -FLOOR PLANS OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE D® 12 AO-4 2O STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES O 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL SIDES OSTORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. 0 0 CORRIDOR 1016 1015 G 9Q81 lkf OF VA _ 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC * Review is for clouded, identified revisions only. Reference originally approved drawings. CD 00 V) O (� Z z OU) L U C� z z L.L O O 0 LU � O z O ; �CO J o O � O N 0 J o CIO CD Z N z a REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 06.22.22 AS1001 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENLARGED AREA PLANS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 p GENERAL NOTES - ENLARGED PLANS n 1. REFER TO SHEET-AO-01■FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. N 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. Y) 3. SEE SHEETS AO.1�AND77aFOR WALL ASSEMBLIES. n 8 9 10 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET C;7 n1 FOR LOCATIONS OF RATED CONSTRUCTION AND EXITING INFORMATION. 13' 0" 13' 91/2" 27'-31/2" 13'-83/4" 6. SEE SHEETS BEGINNING ON A5 01 FOR TYPICAL ACCESSIBILITY CLEARANCES. F 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. 7'-0" 8. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL CONDITIONS. 8'-11" 5'-8" 3/4" 9. FOR DOOR SCHEDULE SEE Al SERIES LL (B,1 1 6 O 10. FOR CASEWORK ELEVATIONS SEE Al SERIES. 6B.1 6M 1 6 HAND RAIL 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF 0o 0 4 STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. 12. FOR HANDRAIL DETAIL HEET 1E/A11.C2 - 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY'6J.1' U.N.O. O 0 N 0 1 NW CORNER/STORAGE 0 N 7 ELEVATOR WAITING ' 1 /4" = 1'-0" Z. 1 /4" = 1'-0" 41T3'-0" 5 3 SALON 1 /4" = 1'-0" 0 C LL O LL O O7 8 9 I I I I A ENLARGED LAUNDRY & BOH 1 /4" = 1'-0" 617/I f1 �: d►a1d .iOFVA _ 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N CD 00 Cn z to 0 o Z z O w o z z LL O O o O z O Lu00 ; J 8 O N oCD J o Oco CD ZCD = N z Q wQ N a_ REVISION DATE REASON FOR ISSUE 5 03.14.22 CONSTRUCTION SET 06.22.22 AS1001 09.07.22 RFI - 125 12.12.22 RFI - 184 05.12.23 CCD 007 ENLARGED AREA PLANS CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 I L A-1 1/4" = 1 '-0" GENERAL NOTES - ENLARGED PLANS 1. REFER TO SHEET An-n1 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS 3. SEE SHEETS An-11 AND An-21 FOR WALL ASSEMBLIES. 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET G2-01 FOR LOCATIONS OF RATED CONSTRUCTION AND EXITING INFORMATION. 6. SEE SHEETS BEGINNING ON AS.n1 FOR TYPICAL ACCESSIBILITY CLEARANCES. 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. 8. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL CONDITIONS. 9. FOR DOOR SCHEDULE SEE Al SERIES 10. FOR CASEWORK ELEVATIONS SEE Al SERIES. 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. 12. FOR HANDRAIL DETAIL -SFFcHEET1E/A11-C2 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY'6J.1' U.N.O. RFI #400: Door Tim Size to 2'1 SEE OVERALL PLAN 2'- 9 3/8" O N M C0 64 LIVING / BEDROOM 4'-01/2" 1 2'-3" 2'-7" 6 .1 0 4 61.1 6 .1 2,_5" 0 4 0 4 J F 4w D1 - COY7 J iO CLOSET m D1 'o 6M `�' a , p 4 w Ln �� ® 10 rt --�- � rn � � W p6M v-5 BATHROOM C1 ` \ 64n K-5 0641 0 o KITCHEN OlV fV L - 2 O3 w - 6 M V) � I � � F2 ui - 6 M v u 2' _ 0�� ALIGN 0 4 M Lu > M CLR A 62" CLR 2' 3" 6M VERIFY 0 4 SIM 12 A11-01 7 ILA-1 (TYPE A) L 1/4" = 1'-0" -__- o - •'I 9' - 0' 8'_10 8. LO. < 211 ' •-" e 6 RCP - IL A-1 (TYPE A) 1/4" = 1'-0" 0 rn v rn KEY NOTES - UNIT PLANS O24" TOWEL BARS TO BE PLACED 48" AFF MAX. 0 18" TOWEL BARS TO BE PLACED 48" AFF MAX. O3 ROBE HOOK TO BE PLACES 48" AFF MAX. 060" TURNING RADIUS CLEAR FLOOR SPACE OVTAC UNIT OVTAC ACCESS PANEL PER MFR O7 WASHER/DRYER OVTAC CLOSET LOUVER, LOCATE & SIZE PER MFR RECOMMENDATIONS STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING OAND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 10 MEDECINE CABINET 11 GYPSUM SOFFITS OVER CASEWORK SEE OVERALL PLAN 3 L A-2 1/4" = 1'-0" 7 RCP - IL A-2 1/4" = 1 '-0" GENERAL NOTES - RCP A. LIGHTING DIMENSION FROM FACE OF FINISH TO CENTERLINE OF FIXTURE, U.N.O. B. MAINTAIN 1-HOUR FLOOR/CEILING ASSEMBLY, SEE SHEET A2.00b FOR FLOOR/CEILING ASSEMBLY C. COORDINATE LOCATIONS FOR DIFFUSER AND FIRE SPRINKLER HEAD LOCATIONS. D. REFER TO INTERIOR ELEVATIONS FOR WALL MOUNTED LIGHTING. E. LIGHTING SHOWN FOR REFERENCE; REFER TO ELECTRICAL PLANS FOR LAYOUT AND SPECIFICATIONS. F. NEW CEILING GRIDS WITHIN A ROOM ARE TO BE CENTERED WITHIN THAT ROOM, U.O.N. G. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING. H. REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC FIXTURE TYPES, TYPES LISTED HERE ARE BASIS FOR DESIGN. I. CENTER CAN LIGHTING OVER SHOWER, TYP. J. CENTER VANITY LIGHTING OVER COUNTER TOP, TYP. K. REFER TO SHEET A11-n9 FOR TYPICAL SUSPENDED CEILING DETAILS. L. FINISH SURFACE IN AREAS WHERE THE PUBLIC AND RESIDENTS CAN ACCESS TO BE EQUIVALENT TO A LEVEL 4 FINISH; FINISH SURFACE IN UTILITY AREAS TO BE EQUIVALENT TO A LEVEL 4 FINISH. M. REFER TO UNIT PLAN ENLARGEMENT SHEETS FOR UNIT RCPs. RCP LEGEND LIGHTING RECESSED CAN DOWNLIGHT CIRCULAR FLUSH MOUNT VANITY FIXTURE CEILINGS GYPSUM SOFFIT & DROP CEILING UNDERSIDE OF RATED CEILING FIBER CEMENT PANEL 3 RFI #96: Bump Out at Balcony Walls 4 IL B-1 1/4" = 1'-0" 9'-0" 8 RCP - IL B-1 1/4" = 1'-0" 8'-0" 8'-0" - - 8281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. (V O 00 M O Z z O o V w o 0 LL oz z_ 0 > Q J wW of O t �'� V > O W i l/i CO J °° O O� O N CD N 0 O 1 = 4t Z ON z � w Q(V Q a REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 5 03.14.22 CONSTRUCTION SET UNIT PLANS, RCPS & ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER h A5921 LIVIING SEE OVERALL PLAN ' - 41 /8" LVT-51 U C-51 U 4 7 --- I o` II o I DW �J �I -� KITCHEN - I i K-2 161.1 I I L— o00 —J REF. fV W rn D 1 0, �oo 0 F__ n 0 12' - 21 /4" zt 6 En Z) �, 0 6 5 A- I [� RCP -I L B-2 J 1/4" = 1'-0" BEDROOM ) 6'-05/8" 1 2'-51/4" BATHRO M • o - C 2" MIN a, Lt �n co GENERAL NOTES - ENLARGED PLANS 1. REFER TO SHEET&.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS 3. SEE SHEETS AQ.11 AND An 21 FOR WALL ASSEMBLIES. 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET=Q, FOR LOCATIONS OF RATED CONSTRUCTION AND EXITING INFORMATION. 6. SEE SHEETS BEGINNING ON A; 01 FOR TYPICAL ACCESSIBILITY CLEARANCES. 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. 8. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL CONDITIONS. 9. FOR DOOR SCHEDULE SEE Al SERIES 10. FOR CASEWORK ELEVATIONS SEE Al SERIES. 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. 12. FOR HANDRAIL DETAILI-_SEE _4HEET 1E/A11.C2 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY'6J.1' U.N.O. -RFI #400: Door Trim Size to i/" RFI #62: Added Beam to Carry Floor Joists 2 IL B-2 + DEN 1 /4" = 1 '-0" a RCP - IL B-2 +DEN v 1 /4" = 1 '-0" 2'- 51 /4" V-1 00 En 60 KEY NOTES - UNIT PLANS Ell W 0 Lu uq 1 8'-0" 1 O24" TOWEL BARS TO BE PLACED 48" AFF MAX. 2O 18" TOWEL BARS TO BE PLACED 48" AFF MAX. 3O ROBE HOOK TO BE PLACES 48" AFF MAX. O4 60" TURNING RADIUS CLEAR FLOOR SPACE O5 VTAC UNIT OVTAC ACCESS PANEL PER MFR O7 WASHER/DRYER OVTAC CLOSET LOUVER, LOCATE & SIZE PER MFR RECOMMENDATIONS STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING OAND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 10 MEDECINE CABINET 11 GYPSUM SOFFITS OVER CASEWORK 9'-0" 80" -7 RCP - IL B-3 1 /4" = 1'-0" CFF ()\/FDAI I DI ANI GENERAL NOTES - RCP A. LIGHTING DIMENSION FROM FACE OF FINISH TO CENTERLINE OF FIXTURE, U.N.O. B. MAINTAIN 1-HOUR FLOOR/CEILING ASSEMBLY, SEE SHEETA2.00b FOR FLOOR/CEILING ASSEMBLY C. COORDINATE LOCATIONS FOR DIFFUSER AND FIRE SPRINKLER HEAD LOCATIONS. D. REFER TO INTERIOR ELEVATIONS FOR WALL MOUNTED LIGHTING. E. LIGHTING SHOWN FOR REFERENCE; REFER TO ELECTRICAL PLANS FOR LAYOUT AND SPECIFICATIONS. F. NEW CEILING GRIDS WITHIN A ROOM ARE TO BE CENTERED WITHIN THAT ROOM, U.O.N. G. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING. H. REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC FIXTURE TYPES, TYPES LISTED HERE ARE BASIS FOR DESIGN. I. CENTER CAN LIGHTING OVER SHOWER, TYP. J. CENTER VANITY LIGHTING OVER COUNTER TOP, TYP. K. REFER TO SHEET A11-09 FOR TYPICAL SUSPENDED CEILING DETAILS. L. FINISH SURFACE IN AREAS WHERE THE PUBLIC AND RESIDENTS CAN ACCESS TO BE EQUIVALENT TO A LEVEL 4 FINISH; FINISH SURFACE INUTILITY AREAS TO BE EQUIVALENT TO A LEVEL 4 FINISH. M. REFER TO UNIT PLAN ENLARGEMENT SHEETS FOR UNIT RCPs. 8'-0" 1 8'-0" 1 9'-0" RCP LEGEND LIGHTING RECESSED CAN DOWNLIGHT CIRCULAR FLUSH MOUNT ( } VANITY FIXTURE CEILINGS SEE OVERALL PLAN 2'-10" I O I I I I 5 II L J 0641 a 6 BEDROOM C-51 U LVT-51 U 2'- 0 5/8"-- O LIVING r- 6.1 B I I 0 4 W 0 4 L D1 O 3'-9" 5'-9" 0 2'-4" 0 u V-4 10 j n F - 4 KITCHEN m I, I T BATHROOM SIM _ - 0 6h F 11n 2 -L1 P 6 .1 m > 6M 1 Q RCP - IL B-3 (TYPE A) V 1 /4" = 1 '-0" e r 8'-0" 6M I K-6 a2a1 , I OF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. 0 00 C1 Z to 0 0 0 Z z O � Q o ...... Lu Z z ......... LL p — O 2 J Lu � � z O > v00 J CD 8 O N O CD J o O 2 Z o QLu "' Q z N o_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 UNIT PLANS, RCPS & ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 GENERAL NOTES - ENLARGED PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS 3. SEE SHEETS A0.11 AND A0.21 FOR WALL ASSEMBLIES. 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET.G2 01 FOR LOCATIONS OF RATED CONSTRUCTION AND EXITING INFORMATION. 6. SEE SHEETS BEGINNING ON A5.01 FOR TYPICAL ACCESSIBILITY CLEARANCES. 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. 8. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL CONDITIONS. 9. FOR DOOR SCHEDULE SEE Al2 SERIES 10. FOR CASEWORK ELEVATIONS SEE Al SERIES. 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. 12. FOR HANDRAIL DETAIL - SFF c HEET 1(/Al 1.C2 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY'6J.1' U.N.O. RFI #400: Door Trim Size to 2" KEY NOTES - UNIT PLANS O24" TOWEL BARS TO BE PLACED 48" AFF MAX. 2O 18" TOWEL BARS TO BE PLACED 48" AFF MAX. OROBE HOOK TO BE PLACES 48" AFF MAX. O4 60" TURNING RADIUS CLEAR FLOOR SPACE O5 VTAC UNIT OVTAC ACCESS PANEL PER MFR O7 WASHER/DRYER OVTAC CLOSET LOUVER, LOCATE & SIZE PER MFR RECOMMENDATIONS STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING OAND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 10 MEDECINE CABINET GYPSUM SOFFITS OVER CASEWORK FI #162: Rough Openings, Walls and Layout Dimensions, Structural Detail IL B-5 IL B-6 1/4" _ 11-01, . ............... ............... .............. 1/4" = 1'-011 RCP - IL B-5 1/4" = 1'-0" 5 RCP - IL B-6 1/4" = 1'-011 i GENERAL NOTES - RCP A. LIGHTING DIMENSION FROM FACE OF FINISH TO CENTERLINE OF FIXTURE, U.N.O. B. MAINTAIN 1-HOUR FLOOR/CEILING ASSEMBLY, SEE SHEET A2.00b FOR FLOOR/CEILING ASSEMBLY C. COORDINATE LOCATIONS FOR DIFFUSER AND FIRE SPRINKLER HEAD LOCATIONS. D. REFER TO INTERIOR ELEVATIONS FOR WALL MOUNTED LIGHTING. E. LIGHTING SHOWN FOR REFERENCE; REFER TO ELECTRICAL PLANS FOR LAYOUT AND SPECIFICATIONS. F. NEW CEILING GRIDS WITHIN A ROOM ARE TO BE CENTERED WITHIN THAT ROOM, U.O.N. G. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING. H. REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC FIXTURE TYPES, TYPES LISTED HERE ARE BASIS FOR DESIGN. I. CENTER CAN LIGHTING OVER SHOWER, TYP. J. CENTER VANITY LIGHTING OVER COUNTER TOP, TYP. K. REFER TO SHEET A11.09 FOR TYPICAL SUSPENDED CEILING DETAILS. L. FINISH SURFACE IN AREAS WHERE THE PUBLIC AND RESIDENTS CAN ACCESS TO BE EQUIVALENT TO A LEVEL 4 FINISH; FINISH SURFACE IN UTILITY AREAS TO BE EQUIVALENT TO A LEVEL 4 FINISH. M. REFER TO UNIT PLAN ENLARGEMENT SHEETS FOR UNIT RCPs. i RCP - IL B-7 1/4" = 1'-01, RCP LEGEND LIGHTING RECESSED CAN DOWNLIGHT CIRCULAR FLUSH MOUNT VANITY FIXTURE CEILINGS GYPSUM SOFFIT & DROP CEILING UNDERSIDE OF RATED CEILING 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 (V O 00 M Z V� 0 0 � Z z O o V; W LL oZ Z_ O 2 > Q J wW Of t �'� V > Z O W > J Vi 00 00 8 O� O N O co O � 0 Z N 4t Z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 UNIT PLANS, RCPS & ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 C u 1/4" = 1'-0" RCP - IL C-1 1/4" = 1 '-0" _ 7 1 GENERAL NOTES - ENLARGED PLANS 1. REFER TO SHEET An.n1 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS 3. SEE SHEETS A0.11 AND An.21 FOR WALL ASSEMBLIES. 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET.G2 n1 FOR LOCATIONS OF RATED CONSTRUCTION AND EXITING INFORMATION. 6. SEE SHEETS BEGINNING ON A5.01 FOR TYPICAL ACCESSIBILITY CLEARANCES. 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. 8. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL CONDITIONS. 9. FOR DOOR SCHEDULE SEE Al2 SERIES 10. FOR CASEWORK ELEVATIONS SEE Al SERIES. 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. 12. FOR HANDRAIL DETAIL - SFF < HEET 1(/Al 1.C2 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY'6J.1' U.N.O. AR #400: Door Trim Size to 2" U IL C-2 1/4" = 1'-0" � RCP - IL C-2 J 1/4" = 1'-0" KEY NOTES - UNIT PLANS 24" TOWEL BARS TO BE PLACED 48" AFF MAX. O 2O 18" TOWEL BARS TO BE PLACED 48" AFF MAX. OROBE HOOK TO BE PLACES 48" AFF MAX. O4 60" TURNING RADIUS CLEAR FLOOR SPACE O5 VTAC UNIT (DVTAC ACCESS PANEL PER MFR O7 WASHER/DRYER OVTAC CLOSET LOUVER, LOCATE & SIZE PER MFR RECOMMENDATIONS STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING OAND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 10 MEDECINE CABINET UP n\/PPAI I PI AN GENERAL NOTES - RCP A. LIGHTING DIMENSION FROM FACE OF FINISH TO CENTERLINE OF FIXTURE, U.N.O. B. MAINTAIN 1-HOUR FLOOR/CEILING ASSEMBLY, SEE SHEET A2.00b FOR FLOOR/CEILING ASSEMBLY C. COORDINATE LOCATIONS FOR DIFFUSER AND FIRE SPRINKLER HEAD LOCATIONS. D. REFER TO INTERIOR ELEVATIONS FOR WALL MOUNTED LIGHTING. E. LIGHTING SHOWN FOR REFERENCE; REFER TO ELECTRICAL PLANS FOR LAYOUT AND SPECIFICATIONS. F. NEW CEILING GRIDS WITHIN A ROOM ARE TO BE CENTERED WITHIN THAT ROOM, U.O.N. G. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING. H. REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC FIXTURE TYPES, TYPES LISTED HERE ARE BASIS FOR DESIGN. I. CENTER CAN LIGHTING OVER SHOWER, TYP. J. CENTER VANITY LIGHTING OVER COUNTER TOP, TYP. K. REFER TO SHEET A11.09 FOR TYPICAL SUSPENDED CEILING DETAILS. L. FINISH SURFACE IN AREAS WHERE THE PUBLIC AND RESIDENTS CAN ACCESS TO BE EQUIVALENT TO A LEVEL 4 FINISH; FINISH SURFACE IN UTILITY AREAS TO BE EQUIVALENT TO A LEVEL 4 FINISH. M. REFER TO UNIT PLAN ENLARGEMENT SHEETS FOR UNIT RCPs. ENTRY SHELF SEE OVERALL PLAN 2' - 4 5/8" LILI 2'- 71 /2" 8 Cy O W D4 � W u, 0 O 6 O U z o. BEDROOM W Q .1 L_ 1' -11 3/4" V-4 \/ F �\ —BATHROOM / \ 3 � T J W O LU _� M > 62" CLR VERIFY 5'-10" .1 0 4 o U - 00 LVT-51 U N HANDRAIL II II � L-1 LVT-51 UUdIILJII6C-51 U C-51 cc U LVT-51 U Ov O CLOS 00 D1 N V-1 2 BATHROOM 6B.1 5'-1" �2'-01/4 3 IL C-3 1/4" = 1 '-0" 60" CLR VERIFY 5' - 71 /4" G, RCP - IL C-3 v 1/4" = 1 '-0" D Ln J U RCP LEGEND LIGHTING RECESSED CAN DOWNLIGHT CIRCULAR FLUSH MOUNT VANITY FIXTURE CEILINGS GYPSUM SOFFIT & DROP CEILING UNDERSIDE OF RATED CEILING FIBER CEMENT PANEL 3 LIVING ROOM r, N Uj Uj o a LU U LU T 2'-5" KITCHEN I I L o 0 o J REF. BEDROOM ii J J Lu O LU Ln U 8281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. Q0 NO 00 V / O Z z O� V w o 0 LL oz z_ 0 2 > Q J LLU Of O t �� V > O LU i J l/i 00 C) 8 O� O N O 1 = O Z N � z N W as REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 UNIT PLANS, RCPS & ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 X SEE OVERALL PLAN ` 2'— 8" O n - — I 5 I I I 6J.1 N 0 4 6 6M _ 0 4 64 u 0 4 I( � 4'-01/2" 2'-07/8 -41 4'- 41 /4° LVT-51 U C-51 U 6J.1 C-51 U LVT-51 U I L-C4 0 4 (� 7CLOSET 6J•1 0 6 6 ,1 CLOSET u; - U Cl 6J.1 �•� ( �0 4 0 4 3 6D. 5 2` roiiN -�� D W F V 1 ,---_O O 4 ��------- K 2 C1 2 - 6J.1 2" MIN 0 4 .1 ` 0 4 6J0 U U REF 0� 00 �0 10 2 O 0661 FFI ALIGN V-1 06M 2'-87/8" 9' -101 /4" 01 SIM 12 A11-01 IL C-4 1/4" = 1'-01, 0 0 8'-0" 8'-0" n _ 8 0 - 81 011 ,8 0 r, L — . . `......... . A RCP - IL C-4 1/4" = 1'-01, GENERAL NOTES - ENLARGED PLANS 1. REFER TO SHEET An-n1 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS 3. SEE SHEETS A0-11 AND An-21 FOR WALL ASSEMBLIES. 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET G2-01 FOR LOCATIONS OF RATED CONSTRUCTION AND EXITING INFORMATION. 6. SEE SHEETS BEGINNING ON A5.01 FOR TYPICAL ACCESSIBILITY CLEARANCES. 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. 8. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL CONDITIONS. 9. FOR DOOR SCHEDULE SEE Al2 SERIES 10. FOR CASEWORK ELEVATIONS SEE Al SERIES. 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. 12. FOR HANDRAIL DETAIL - SFF I HEET 1(/A11-C2 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY '6J.1' U.N.O. _RFI #400: Door Trim Size to 2" -)'_R" 2 IL L-5 1/4" = 1'-0" KEY NOTES - UNIT PLANS O24" TOWEL BARS TO BE PLACED 48" AFF MAX. 2O 18" TOWEL BARS TO BE PLACED 48" AFF MAX. OROBE HOOK TO BE PLACES 48" AFF MAX. O4 60" TURNING RADIUS CLEAR FLOOR SPACE O5 VTAC UNIT OVTAC ACCESS PANEL PER MFR O7 WASHER/DRYER OVTAC CLOSET LOUVER, LOCATE & SIZE PER MFR RECOMMENDATIONS STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING OAND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 10 MEDECINE CABINET 11 GYPSUM SOFFITS OVER CASEWORK 4 t� - 4 8'-0" 8 0 8'-0' ; 8' 0" 8 _p - -r. YF •' _ C RCP - IL C-5 J1/4" = 1'-01, GENERAL NOTES - RCP RCP LEGEND A. LIGHTING DIMENSION FROM FACE OF FINISH TO CENTERLINE OF FIXTURE, U.N.O. LIGHTING B. MAINTAIN 1-HOUR FLOOR/CEILING ASSEMBLY, SEE SHEET A2.00b FOR FLOOR/CEILING ASSEMBLY C. COORDINATE LOCATIONS FOR DIFFUSER AND FIRE SPRINKLER HEAD LOCATIONS. RECESSED CAN DOWNLIGHT D. REFER TO INTERIOR ELEVATIONS FOR WALL MOUNTED LIGHTING. E. LIGHTING SHOWN FOR REFERENCE; REFER TO ELECTRICAL PLANS FOR LAYOUT AND SPECIFICATIONS. F. NEW CEILING GRIDS WITHIN A ROOM ARE TO BE CENTERED WITHIN THAT ROOM, U.O.N. G. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING. CIRCULAR FLUSH MOUNT H. REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC FIXTURE TYPES, TYPES LISTED HERE ARE BASIS FOR DESIGN. I. CENTER CAN LIGHTING OVER SHOWER, TYP. J. CENTER VANITY LIGHTING OVER COUNTER TOP, TYP. VANITY FIXTURE K. REFER TO SHEET A11-09 FOR TYPICAL SUSPENDED CEILING DETAILS. L. FINISH SURFACE IN AREAS WHERE THE PUBLIC AND RESIDENTS CAN ACCESS TO BE EQUIVALENT TO A LEVEL 4 FINISH; FINISH SURFACE IN UTILITY AREAS TO BE EQUIVALENT TO A LEVEL 4 FINISH. M. REFER TO UNIT PLAN ENLARGEMENT SHEETS FOR UNIT RCPs. CEILINGS GYPSUM SOFFIT & DROP CEILING UNDERSIDE OF RATED CEILING FIBER CEMENT PANEL 3 3 I L C- 5 (TYPE A) 1/4" = 1'-01, 8 -011,- 4 IL1. 4 8'-0" 8'-0" 8' 0" A g RCP - IL C-5 (TYPE A) v 1/4" = 1'-0" = 8'-0" _ ........ .............. 8281 t OF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. Q0 (V O 00 M z V� 0 0 � Z z O V W 0 0 LL oz z_ O Q J wW Of O t �'� V > O W i J l/i 00 C) 8 O� O N O 0 co 1 = Z ON 4t z Q� N w as REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 UNIT PLANS RCPS & ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 SHEET NUMBER 184470 h A5925 7'_71/?" 2 4 n 4 Q LL LL LL V IL C-1 (TYPE A) 1/4" = 1'-0" 0) RCP - IL C-1 (TYPE A) 1/4" = 1'-0" .JLL VVLfV1LL FLP11V GENERAL NOTES - ENLARGED PLANS 1. REFER TO SHEET® FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS 3. SEE SHEETS A0.11 ANDFAO-21 FOR WALL ASSEMBLIES. 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEETIG2 011FOR LOCATIONS OF RATED CONSTRUCTION AND EXITING INFORMATION. 6. SEE SHEETS BEGINNING ON A5.01 FOR TYPICAL ACCESSIBILITY CLEARANCES. 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. 8. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL CONDITIONS. 9. FOR DOOR SCHEDULE SEE Al2 SERIES 10. FOR CASEWORK ELEVATIONS SEE Al SERIES. 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. 12. FOR HANDRAIL DETAIL - SFF I HEET 1(/Al 1.C2 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY '6J.1' U.N.O. KEY NOTES - UNIT PLANS O24" TOWEL BARS TO BE PLACED 48" AFF MAX. 2O 18" TOWEL BARS TO BE PLACED 48" AFF MAX. OROBE HOOK TO BE PLACES 48" AFF MAX. O4 60" TURNING RADIUS CLEAR FLOOR SPACE O5 VTAC UNIT OVTAC ACCESS PANEL PER MFR O7 WASHER/DRYER OVTAC CLOSET LOUVER, LOCATE & SIZE PER MFR RECOMMENDATIONS GENERAL NOTES - RCP A. LIGHTING DIMENSION FROM FACE OF FINISH TO CENTERLINE OF FIXTURE, U.N.O. B. MAINTAIN 1-HOUR FLOOR/CEILING ASSEMBLY, SEE SHEET A2.00b FOR FLOOR/CEILING ASSEMBLY C. COORDINATE LOCATIONS FOR DIFFUSER AND FIRE SPRINKLER HEAD LOCATIONS. D. REFER TO INTERIOR ELEVATIONS FOR WALL MOUNTED LIGHTING. E. LIGHTING SHOWN FOR REFERENCE; REFER TO ELECTRICAL PLANS FOR LAYOUT AND SPECIFICATIONS. F. NEW CEILING GRIDS WITHIN A ROOM ARE TO BE CENTERED WITHIN THAT ROOM, U.O.N. G. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING. H. REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC FIXTURE TYPES, TYPES LISTED HERE ARE BASIS FOR DESIGN. I. CENTER CAN LIGHTING OVER SHOWER, TYP. J. CENTER VANITY LIGHTING OVER COUNTER TOP, TYP. K. REFER TO SHEET A11.09 FOR TYPICAL SUSPENDED CEILING DETAILS. L. FINISH SURFACE IN AREAS WHERE THE PUBLIC AND RESIDENTS CAN ACCESS TO BE EQUIVALENT TO A LEVEL 4 FINISH; FINISH SURFACE IN UTILITY AREAS TO BE EQUIVALENT TO A LEVEL 4 FINISH. M. REFER TO UNIT PLAN ENLARGEMENT SHEETS FOR UNIT RCPs. RCP LEGEND LIGHTING RECESSED CAN DOWNLIGHT CIRCULAR FLUSH MOUNT VANITY FIXTURE CEILINGS FI #400: Door Trim Size to 2" STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING OAND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES GYPSUM SOFFIT & DROP CEILING 10 MEDECINE CABINET 11 GYPSUM SOFFITS OVER CASEWORK UNDERSIDE OF RATED CEILING FIBER CEMENT PANEL 3 ........ .............. 8281 1�YA - y 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 (V O 00 m z V� 0 0 � Z z O� i� V 1 W 0 0 LL oz z O Q J wW of t �'� V > z O W i l/i 00 J 00 8 O� O N O 0 co 1 = 4t Z ON z � QN aws REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 5 03.14.22 CONSTRUCTION SET UNIT PLANS, RCPS & ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 METAL DECKING @ CANOPY SHEET METAL FLASHING SIMILAR 19 , A5.41 5 3/4 24'-3" HSS CANOPY SUPPORT STRUCTURE - SEE 10 STRUCTURAL A5.41 z W d - O N J U, - WALL ABOVE � IL ENTRY CANOPY PLAN ' 1/4" = 1 ' 0" SHEET METAL FLASHING METAL DECKING @ CANOPY C•� STAIR 1 ENTRY CANOPY PLAN 1/4" = 1'-0" 3 A4.57 n II z II II a :E II II g� II II N II II I II STAIR ENTRY CANOPY TO EXTERIOR WALL 3" = 1 '-0" C� STAIR 2 ENTRY CANOPY PLAN 1/4" SHEET METAL FLASHING TO COVFR OPENING BETWEEN WALL AND CANOPY - PROVIDE A BEND, AS SHOWN, TO ACCOMODATE MOVEMENT STEEL KNIFE PLATE - FASTENED TO C-CHANNEL PER STRUCTURAL SHEET METAL FLASHING CONTINUOUS SHEET METAL CLEAT NYLON SHIM - CUT TO MATCH SLOPE METAL DECKING CLOSURE AT METAL DECKING Q4 DRIP EDGE FLASHING (NOT SHOWN) TOP HUNG HANGER WELDED TO C- CHANNEL - SUPPORT 5" C- STUDS C-CHANNEL SECTION AT CANOPY FASCIA, ALL AROUND - SEE STRUCTURAL METAL TRIM TO HIDET&G 1x6 WOOD SOFFIT EDGE 1 x6 T&G WOOD SOFFIT SHEET METAL FLASHING METAL DECKING @ CANOPY I I I I I L._ � n IL ENTRY CANOPY SECTION ' v 1 1 /2" = 1'-0" FI #197 Stair Canopy Detail at Rake Edge METAL DECKING HSS CANOPY STRUCTURE - SEE STRUCTURAL FOR SIZE AND ATTACHMENT DRIP EDGE FLASHING METAL DECKING CLOSURE C-CHANNEL FASCIA, ALL AROUND - SEE STRUCTURAL (NOT SHOWN) TOP HUNG HANGER WELDED TO C- CHANNEL FASCIA AND SUPPORTING 5" C-STUDS METAL TRIM TO HIDET&G 1 x6 WOOD SOFFIT EDGE 1 x6 T&G WOOD SOFFIT 19 IL ENTRY CANOPY FASCIA 3" = 1 '-0" A.3 1, SEEjh jFOR EXTERIOR ASSEMBLIES CCC A(111 SUSPENDED HSS MEMBER T( SUPPORT CANOPY BELOW SEE STRUCTURAL FOR SIZ AND ATTACHMENT BUILDING WRAP WEATHEI BARRIEI BUILDING WRAP TAP HT-SAM FLASHIN( VERTICAL Z FURRIN( INSECT BAFFL FIBER CEMENT TRIM MOLDIN, CUT TO FIT AND ADD META STUD BLOCKING - INSER BETWEEN VERTICAL STUDS A CANOPY SUPPOR STRUCTURE -AS NEEDEI BACKER ROD AND SEALAN' AROUND ENTIR PENETRATION AT CANOP SUPPORT MEMBE HT-SAM FLASHIN( "' ........... 'SHEET METAL FLASHING T( FCOVFR OPENING BETWEEI WALL AND CANOPY PROVIDE A BEND, AS SHOWI` TO ACCOMODAT MOVEMEN SHEET METAL FLASHINi CONTINUOUS CLEA METAL DECKINi NYLON SHIM CUT TO CREAT 1/4" PER FOOT SLOP CLOSURE AT METAL DECKIN( (NOT SHOWN) TOP HUNT HANGER WELDED TO ( CHANNEL, SUPPORTING 5" ( STUD JOIST 1X6 T&G PLANKS AT SOFFI' METAL TRIM TO HIDE SOFFI PLANK EDG C-CHANNEL FASCIA - SE STRUCTURA HSS CANOPY STRUCTURE SEE STRUCTURAL FOI ATTACHEMENT AND SIZ SEAL AROUND ENTIR PENETRATIOI STRUCTURAL ANGLE KICKER SEE STRUCTURAL FOR ATTACHEMENT 7 n IL ENTRY CANOPY TO EXTERIOR WALL Lv 3" = 1'-0" V) w J m w Ul a J a z O N Of O O w m c Q w w V) NTION (R30) ICKER - SEE 9281 �OF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 (V O 00 M z V� 0 0 � Z z O Ln V W 0 0 � oz z_ 0 2 > Q J of O t n� >W V > z O ; J �00 CD O O� O N 0 � O o Z CD N z a� N aW REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 ENTRY CANOPY PLANS & DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 13 m 00 A7-91 --- 12 K6.1 A6� 1 5.5 UaLn------------ L, LU - 0 �n w � LU 00 o =_ @) 02 vi w 0 N w ------ CA6 o N ----=•=-=-== o - �- - w 00 v o - @ N to '-'-' Ln LU 1K651 Ah_11 8 o A, 11 Cal � K3.1 3 12 3 16 A5-41 4 ' tw L ro Ln 71j- J w m — N - V) Ah.1 1 c o w 0 N 7 0 A7A1 c Fr - ROOF _CALCS - TOP OF FF-tj TE 166' -4" 2 6 LEVEL 157' - 2" LEVEL 147' - 0 3/4" LEVEL 136' - 11 1 /2" _ LEVEL 126' LEVEL 116'-9" I LEVEL P� S1 TYP 14 Ah.11 K3.1 1312 A TYP 14 AFi.11 I=-pwg �NMI;; mm I 3C.1 Y3.1 Y3.1 3 12 IT12 RFI #174 Elevated Slab Details atBottom of Stair Core 3 n ROOF CALCS - TOP OF PLATE 166' - 1 3/4" LEVEL 6 h 157, 2� F EXTENSI STAIR IDENTI 1 LEVEL 5 $ A6.01 147' - 0 3/4" 6G 6 CC LEVEL 136' - 11 1 K3.1 TYP 16 AD1 LEVEL 3 126' - 10 1/4" LEVEL116, 9" LEVEL 102' 9" AVE GRADE (IBC) 3/4" 9 9" — —LEVEL P1 � 91 "' 03A4.1 1 3A.1 EAST STAIR SECTION 7 STAIR - EAST SECTION 2 ' 1/4" = 1'-0" L 1/4" = 1 '-0" 13 23' - 7" 1i_n" g EAST STAIR @LEVEL 3 v 1/4" = 1'-0" ')')'_ 1 11A" 4 EAST STAIR @ LEVEL 1 1/4" = 1'-0" 12 13 ')7'_11/f" 1'_n" 3 EAST STAIR @ EXTERIOR EXIT 1/4" = 1'-0" 0 0 —a 8 EAST STAIR @ LEVEL 5 1/4" = 1'-0" 12 13 23' - 7" GENERAL NOTES - STAIR PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. FIELD VERIFY ALL DIMENSIONS INSIDE STAIR SHAFTS PRIOR TO FABRICATION. 3. MAXIMUM RISER DIMENSION IS 7 INCHES. 4. MINIMUM TREAD DIMENSION IS 11 INCHES. 5. HANDRAIL EXTENSIONS AT TOP OF RUNS SHALL BE 12 INCHES MINIMUM. 6. HANDRAIL EXTENSIONS AT BOTTOM OF RUNS TO CONTINUE STAIR SLOPE FOR DEPTH OF ONE TREAD. 7. HANDRAIL EXTENSIONS ARE TO BE IN THE SAME DIRECTION OF THE STAIR TRAVEL. 8. STAIR RAILING AND GUARDS TO COMPLY WITH IBC 2015 (WSBC) 1015.4 REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. 9. STAIR RAILING AND GUARDS TO COMPLY WITH IBC 2015 (WSBC) 1015.4 EXCEPTION 1: FROM A HEIGHT OF 36 INCHES TO 42 INCHES, GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 3/8" IN DIAMETER. STAIR I EAST STAIR @ LEVEL 6 1/4" = 1'-0" 12 23' - 7" STAIR 11 STAIR IDENTIFICAI 1 A6.01 D H EO IS 8281 f F 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. (V 00 M z 0 0 (� Z z O� V LU C LL o z_ 0z > Q J LU of t �'� V > z O LU i J l/i 00 00 8 O� O N 0 � o O co = O Z N z LUN as REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 STAIR PLANS AND SECTIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 SHEET NUMBER 184470 A6901 2 1 J�RO CALCS - TOP OFIPLATq 1 3/4" T" l/l N LU 0 Q O Of W n Ln LU LU o 00 H n V) N w o U') Q LU co fV io of V) w Ln Q o LU 00 0 0 L„ LU 0 Ln Q LU 00 V�2� Ua Ln N w o N Q W 00 LEVEL 6 ot 157'-22"" LEVEL 5 h 147' - _ LEVEL 4 h 136' - 11 11 1 /2" _ LEVEL 3 h 126' - 10 J1A LEVEL 2 � 116'-9" LEVEL 1 � VVEGRADE (IBC) h 99. - 44 3/4" MIR GRADE (ZONING) OL 10 98' - 9" Ah.1 1 X3.4 3 12 LEVEL P1 h 91,-0" 777 M 1.0 � WEST STAIR SECTION I 1/4" = 1'-0" rn 00 O v 0 v 0 16 A5.41 0 3A.1 101 4 7 STAIR —WEST SECTION 2 L 1/4" = 1'-0" TYP 2 WEST STAIR — 3 A6.02 v 1/4" = 1'-0" O 4r' Y2 20' - 4 5/8. X3.1 1' 0" 8' - 3" 12 9 TREADS @ 11 " / 10 RISERS 0 Ito O 17 X3.1 Ah.11 3 12 T-10" 6'-6" 5'-05/8" 1'- 0" 7 TREADS @ 11 " / 8 RISERS 2 A6.02 VVLJIJihi[A r1 1/4" = 1'-0" _o En M M FIFICATION OH )ENTIFICATION D Q WES1 I [ — J 1/4" = 1'-0" Q WE51 51AIK - 5 v 1/4" 1 A6.02 WESTSIAIK-4 1/4" = 1'-0" GENERAL NOTES —STAIR PLANS 1. REFER TO SHEET'A0.01- FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. FIELD VERIFY ALL DIMENSIONS INSIDE STAIR SHAFTS PRIOR TO FABRICATION. 3. MAXIMUM RISER DIMENSION IS 7 INCHES. 4. MINIMUM TREAD DIMENSION IS 11 INCHES. 5. HANDRAIL EXTENSIONS AT TOP OF RUNS SHALL BE 12 INCHES MINIMUM. 6. HANDRAIL EXTENSIONS AT BOTTOM OF RUNS TO CONTINUE STAIR SLOPE FOR DEPTH OF ONE TREAD. 7. HANDRAIL EXTENSIONS ARE TO BE IN THE SAME DIRECTION OF THE STAIR TRAVEL. 8. STAIR RAILING AND GUARDS TO COMPLY WITH IBC 2015 (WSBC) 1015.4 REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. 9. STAIR RAILING AND GUARDS TO COMPLY WITH IBC 2015 (WSBC) 1015.4 EXCEPTION 1: FROM A HEIGHT OF 36 INCHES TO 42 INCHES, GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 43/8" IN DIAMETER. IDENTIFICATION TYP RAIL SIONS, TYP ICATION SIGN FIFICATION AL 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. Q0 (V O 00 (7) z 0 0 0 Z z O v) V W LL oz z_ O � Q J LU of t �'� V > z O w LU > J V1 00 co O O� O N O 1 CD Z N z � QN of aLUs REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 STAIR PLANS AND SECTIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 n O9 p GENERAL NOTES - STAIR PLANS � STAIR -LOADING ' 1 /4" = 1 '-0" �i GUARDRAIL LU U o a __ J a w HANDRAIL O Q cv cn 4'-7112" a_ I- w o 0 0 0 GUARDRAIL _ z H STAIR -GROUND PARK 1 /4" = 1 '-0" &E vG O Q RAMP @ELEVATOR WAITING -PLAN M 22100 1 x G Q M � M METAL RAILING, BEYOND 31 /4" 4 3/8" MAX METAL RAILING z F" 4" MAX OPENING LEVEL 1 102' - 9" STEEL AVE GRADE (IBC) AVE GRADE99' -)4 3/4" 98' - 9" M ETAL STAIR TREAD STAIR SECTION -LOADING L 1 /4" = 1 '-0" OHANDRAIL 4" 4„ MAXI MAX NOTE: STAIR RAIL TO EXTEND MINIMUM OF 1 TREAD DEPTH PAST THE BOTTOM RISER METAL RAILING v LEVEL 1 � 77 102'-9" _ oo METAL STAIR LANDING o cn m M METAL STAIR TREAD HANDRAIL EXTENSION * TREAD DEPTH *TREAD DEPTH TREAD 5 STAIR SECTION - GROUND PARKING 1 /4" = 1 '-0" 1 1 RAMP @COURTYARD ENTRANCE -PLAN ' I 1 /4" = 1 '-0" CCD 003 0 ELEV. WAITING 0 m 2000 6'-11" 1' - 0" T - 5" 31 /4". WOOD RAILING A CV 0 0 N M LEVEL 102' � RAILING SECTION J 1 /4" = 1'-0" METAL GUARD RAIL w/ HAND RAIL, 42" MIN HEIGHT AFF HANDRAIL :03 _ m HANDRAIL EXTENSION I MATCH TREAD DEPTH 7' - 4" 1' 0" K3.2 5.2 11" MIN TREAD DEPTH; 8 TREADS EQUALL SPA ED io,3 8 1 6 STAIR -PARKING EXIT v 1 /4" = 1 '-0" LEVEL 2 h 1166'-9"" Q RAMP @ELEVATOR WAITING - ELEV A 0 M LEVEL 116'-9" RAMP @COURTYARD ENTRANCE - ELEV A I L 1 /4" = 1'-0" 0 13 r-v. /4\ WOOD RAILING RAMP @ E LE 10 LEVEL 116'-9" VATOR WAITING - ELEV B � TYP / 16 / A6 LEV 16E 9" .b L 2 13 RAMP @ COURYARD ENTRANCE - ELEV B 1 /4" = 1 '-0" 1. REFER TO SHEET.An 01,FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. FIELD VERIFY ALL DIMENSIONS INSIDE STAIR SHAFTS PRIOR TO FABRICATION. 3. MAXIMUM RISER DIMENSION IS 7 INCHES. 4. MINIMUM TREAD DIMENSION IS 11 INCHES. 5. HANDRAIL EXTENSIONS ATTOP OF RUNS SHALL BE 12 INCHES MINIMUM. 6. HANDRAIL EXTENSIONS AT BOTTOM OF RUNS TO CONTINUE STAIR SLOPE FOR DEPTH OF ONE TREAD. 7. HANDRAIL EXTENSIONS ARE TO BE IN THE SAME DIRECTION OF THE STAIR TRAVEL. 8. STAIR RAILING AND GUARDS TO COMPLY WITH IBC 2015 (WSBC) 1015.4 REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. 9. STAIR RAILING AND GUARDS TO COMPLY WITH IBC 2015 (WSBC) 1015.4 EXCEPTION 1: FROM A HEIGHT OF 36 INCHES TO 42 INCHES, GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 43/8" IN DIAMETER. NOTE: STAIR RA EXTEND A MINIMUM TREAD DEPTH PAS BOTTOM META HANG PARKI GARA( *TREAD DEPTH % STAIR - PARKING EXIT - SECTION 1 /4" = 1 '-0" H 13 LEVEL 116'-9" WALL BEYOND LEVEL 1 �, 102'-9" AVE GRADE (IBC) GRADE99 _)4 3/4" 98' - 9" METAL STAIR LANDING LEVEL P1 h 91'-0" fEL 1/4" >IM DEL 2 h -9 COURTYARD EXIT - SECTION1 ' J 1 /4" = 1 '-0" VEL 3 h 1) 1 /4" VEL 2 h 1 A COURTYARD EXIT -SECTION ' �T 1 /4" = 1 '-0" 92a1 , .� I 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 N CD OD M z to 0 C Z z O U) 0 to W 0 z z L.L O O o O z O LU00 > J 8 Oc N oCD 1 o O co CD CD = Z N z N Q � Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 12.30.22 CCD 003 STAIR PLANS AND SECTIONS CONSTRUCTION SET DATE PROJECT NUMBER 11 /11 /2022 184470 � CANE DETECTION RAILING ' 1 1 /2" = 1 '-0" SEE ASSEMBLIES M• ° v SEE ASSEMBLIES -WEATHER RESISTIVE AIR BARRIER -VAPOR BARRIER —SAM FLASHING EXPANSION GAP LEVEL 2 BACKER ROD AND SEALANT FIRE CAULK FLUID APPLIED WEATHER BARRIER INSULATION, CONTINUOUS � STAIR -FIBER CEMENT 2 @CONCRETE v 1 1 /2" = 1 '-0" SEE®FOR ASSEMBLIES VT R ROD AND SEALANT \TED HANGER JR RATED SHAFT WALL JR FLOOR/CEILING ASSEMBLY � 2-HR SHAFTS @FLOOR 1 1 /2" = V-0" FINISHED FLOOR FINISHED FLOOR 11" MINIMUM 11"MINIMUM 1"PLYWOOD EQUAL TREADS GYPSUM UNDERLAYMENT EQUAL TREADS _ _ _ J 3/4" PLYWOOD _ WOOD BEAM GYPSUM UNDERLAYMENT SILL PLATE I 1" PLYWOOD - SEE STRUCTURAL 3/4 3/4"J - NOTCH STRINGER WOOD STAIRS - STRINGER WOOD STAIRS STRINGER 3/4" PLYWOOD SUBFLOOR . . STAIR UP @ FLOOR - WOOD STAI R U P @ FLOO R ABOVE - WOO D STAIR UP @ LANDING12 - 1" 1" = 1' 0" 13 1 = 1'-0" SEE ASSEMBLIES 4" MAX SEE ASSEMBLIES 4" MAX 1 1/2" 1 1/2" 4 WOOD HANDRAIL RETURN RAIL TO FACE OF WALL -.TYPICAL TOP AND BOTTOM ...................... BACKING LINE OF STAIR LU w J m w N LU N 8 2-H R SH 1 1 /2" = V-0" ASE PER SCHEDULE RE CAULK LULAM BEAM 3EE STRUCTURAL DP FLANGE HANGER 3EE STRUCTURAL AFT @WOOD FLOOR 36" MAXIMUM ABOVE FINISH FLOOR A WOOD HANDRAIL RAILING BRACKET 72" ON CENTER MAXIMUM STEEL PLATE FASTEN WITH (2) 1/4" COUNTERSUNK BOLTS INTO STUDS, BACKING, OR CONCRETE - 3" DIAMETER 16 GA ANCHOR BACKING PLATE - SPAN BETWEEN STUDS 1 g HANDRAIL @WALL I %j 3" = 1'-0" L c n c 3" DIAMETER STEEL PLATE -FASTEN WITH (2) 1/4" COUNTERSUNK BOLTS INTO STUDS, BACKING, OR CONCRETE RAILING BRACKET - 72" ON CENTER MAXIMUM 16 GA ANCHOR BACKING PLATE - SPAN BETWEEN STUDS EDGE OF TREAD NOSING A WOOD HANDRAIL 1 =7 HANDRAIL @WALL -PLAN 1 3" = 1'-0" FINISHED FLOOR 1" PLYWOOD WOOD STAIRS - STRINGER 3/4" PLYWOOD WOOD STAIRS - LANDING SEE STRUCTURAL QeZor /"'^ DETECTION RAIL OUTSIDE AVEL ZONE )PIPES CTI O N RAILING PLAN SEE A0.21 FOR ASSEMBLIES STAIR CORRIDOR YPSUM UNDERLAYMENT LYWOOD FLOOR SHEATHING Ull- --UIL — ----- w A ... 4. • e4• w n ° Lu W . d l/) Ln LL �°- °- 4•' 4 O LL ° w w GYPSUM WALLBOARD " a RESILIENT CHANNEL ° a A. WOOD FRAMING ° -4 a 4 e• -°! 4 - SEE A0.11 FORASSEMBLIES L EAST STAIR @ LEVEL 2 J 1 1 /2" = 1 '-0" SEE WALL ASSEMBLIES CONCRETE FOUNDATION WALL FACE MOUNT HANGER - SEE STRUCTURAL FINISH FLOOR PLYWOOD SHEATHING LBOARD 9 WOOD STAIR LANDING @ CONIC. WALL 1 1 /2" = 1 '-0" 2 1 /2' X' -Y" CLEAR SEE ASSEMBLIES A STAIR GATE 1" = 1'-0" SEE A0.11 FOR ASSEMBLIES FC LAP SIDING: - VERTICAL METAL Z FURRING , - a•.,' . ,` : ° RIGID INSULATION 81 < ,, "Y •' BUILDING WRAP WEATHER o- - �_ ;- e" BARRIER FF-SAM FLASHING t� • a �_ 4 STAINLESS STEEL METAL I �� 4 e'- FLASHING = _ •�+'_ -. I Q4 INSECT BAFFLE TERMINATION BAR 14 SLAB ISOLATION JOINT FILLER .:-a.�. CONCRETE SIDEWALK 14, �. _ a 4 III— EXTERIOR I o .•.,". 1 4 . 4-; WOOD LAGGING , -�'•' - ' BENTONITE DRAINAGE PANEL ,' 4 BENTONITE WATERPROOFING • CONCRETE FOUNDATION WALL ' .. STAIR WOOD BLOCKING 1 n WEST STAIR @ EXTERIOR EXIT WOOD STAIRS - HANDRAIL FLOORING WOOD STAIRS -LANDING SEE STRUCTURAL 1 A STAIR CROSS SECTION -WOOD OMITTED e 8281 >� OF - y 38.NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 508.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 N O 00 M (A O 0 (� Z z OL/) V W 0 � oz z_ 0 > Q J _ of O >W t V > O a) W J l/1 00 0° o O� O N O co Oco = O Z N z a� N Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 WOOD STAIR DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 4'- 6" TO CENTERLINE OF ENCLOSURE 4'- 1 " CLEAR 4" i 4" 1 1/2" 1 1/2" STAIR CROSS SECTION -METAL 1" = 1'-0" OPTION 1 OPTION 2 2 STAIR NOSING DETAIL -METAL 3" = 1'-0" 92a1 _ d►v+1 J 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. Q0 (V O 00 m z LAI 0 Z z O Ln 0 V w o z z LL O OJ o O 0 z O ; �00 J C) 8 O� O N O 0 co 1 o = O � Z N z Cf � QN aws REVISION DATE REASON FOR ISSUE METAL STAIR DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER h A6. 12 9 O 8 A6. -!T�' ABOVE GRADE PLANE h 20 F CALLS - TOP OF PLATE 166' M OO LEVEL 157' - 2" _ LEVEL 147' _ LEVEL 4 136' - 11 1 /2" _ LEVEL 126' - 10 1/4" LEVEL-9" LEVE� 102' - 9" AVE GRADE (IBC) 99' - 4 3/4" AVE GRADE (ZONING) °1 98' - 9" LEVEL P1 L 91''-Oil ELEVATOR SECTION -A 1/4" = 1'-0" ASI 001 MIRR. TYP HEIGHT 75ABOVE GRADE PLANE h 173'-9�" ROOF CALCS - TOP OF PLATE h 166' -1 3/4�� LEVEL 157' - 2" _LEVEL 147' - _ LEVEL 136' - 11 LEVEL 126' - 10 LEVEL 2 h 116' 9" ASI 001 3C.1 3 10 LEVEL 102'-9" ASI 001 E; �-m; mm AT EACH FLOOR 6 ELEVATOR PLAN @ LEVEL 3 1/4" = 1 '-0" ` SEPARATOR BEAM AT EACH FLOOR 5 E L E VAT O 1 /4" = 1'-0" SEPARATOR BEAM AT EACH FLOOR E L E VAT O 1/4" = 1'-0" --6 7/8" 023 3 ELEVATOR PLAN @ PARKING LEVEL 1/4" = 1'-0" GENERAL NOTES - ELEVATOR PLANS 1. REFER TO SHEET AO 01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. VERIFY ELEVATOR SHAFT DIMENSIONS WITH MANUFACTURER PRIOR TO CONSTRUCTION. 3. VERIFY ELEVATOR OPENING REQUIREMENTS WITH MANUFACTURER PRIOR TO CONSTRUCTION. 4. COORDINATE SIZE AND LOCATION OF HOIST BEAM WITH ELEVATOR MANUFACTURER 5. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. 6. HOISTWAYS WILL BE PRESSURIZED. 9 E L E VAT O 1/4" = 1 '-0" AT EACH FLOOR R PLAN @ LEVEL 6 V-21 4'- 10 ASI 001 AS1001 C ELEV.1 ,.21 ..IALIGN FF i 8 E L E VAT O 1/4" = 1 '-0" 5' - 4 9/16" ASI 001 S5-1 00-� T� I ELEV. 2 ` SEPARATOR BEAM AT EACH FLOOR R PLAN @ LEVEL 5 JLI (, -I VI\ U-VI AT EACH FLOOR 7 ELEVATOR PLAN @ LEVEL 4 1/4" = 1 '-0" 9 6 7/8" -Ffrorr 0 9Q81 ,A� f of 101A _ k 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. hee REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC * Review is for clouded, identified revisions only. Reference originally approved drawings. N O 00 m V) O (� Z z O� Ln LU 0 0 z z LL O O 0 LU � O z LU O ; 00 J e O N oCD J o O CD = Z N z o_ REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 05.25.22 RFI - 023 06.22.22 ASI 001 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ELEVATOR PLANS AND SECTIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER A6�921 Q6.1 1 14 I 0 0000zN ROOF CALCS - TOP OF PLATE OIL 166' - 1 3/4" FLUSHING SPRAY HEAD TRASH F-5-G-L ABOVE TOP INTAKE, 6001 2 1.5 DISINFECTING & SANITIZING UNIT W/ VACUUM BREAKER 90 MIN RATED SELF & VALVE 6 6 CLOSING ACCESS DOOR, TYP. 1 6F21 2I66 LEVEL 157- 2" I TRASH 5G 5001 2 1.5 6B.1 5 A6.22 90 MIN RATED SELF CLOSING ACCESS DOOR, TYP. 6F.1 9 266 1 12 A6.22 LEVEL L 147' - 0 3/4" TRASH 4001 L:n B.1 6 I i 6F.1 112 TRASH 5G 3001 211.51 TYP _ �F-6F.1 I14 I 5G 6B.1 TRASH 121.5 6 2001 I 3C.3 3111 KITCHEN 1009 I a l� j -� 90 MIN RATED SELF CLOSING ACCESS DOOR, TYP. TYP 14 Ah.51 LEVEL 136' - 11 1 /2" 6G 6 90 MIN RATED SELF CLOSING ACCESS DOOR, TYP. _ LEVEL 126' 90 MIN RATED SELF CLOSING ACCESS DOOR, TYP. LEVEL- n 1+311+ 7 TRASH CHUTE @LEVEL 2 L 1/4" = 1'-0" 1 1 A6.22 9- 6 3/4" 2' - 91 /4" I - -� II I 6H 1 12 6F.1 6F.1 11 1 12 _ LEVEL 3 � 126' - 6G 3C.3 [3--311C41I-' LEVEL 2 � 11616'-9"" 5J.4 2 5.5 90 MIN RATED SELF CLOSING ROLLING FIRE DOOR W/ FUSIBLE LINK 3C.1 3 10 LEVEL Y AVE GRADE (IBC) K AVE GRADE99' -)4 3/4-1 3 8 98' - 9" I I _ LEVEL P1 I 91'- 0 I ITT III - TRASH CHUTE SECTION A ' 1/4" = 1'-01, 90 MIN RATED SELF CLOSING ACCESS DOOR, TYP. II 90 MIN RATED SELF CLOSING ROLLING FIRE DOOR W/ FUSIBLE LINK LEVEL 1 ot 10202' - 9" AVE GRADE (IBC) AVE GRADE99' -)4 3/4;; 98 - 9 TRASH COMPACTOR 3A.1 w0 4 33 p2 ev _ =1 -LEVEL 0. A I=111-11 A TRASH CHUTE SECTION B 1/4" = V-0" #:� TRASH CHUTE @LEVEL 6 J 1/4" = 1 '-0" 12 1 A6.22 3s D TRAS 5001 L- . O L- O ALIGN I 6G 166.1 LL 2'- 10" 2'- 6 3/4" 4 3/4" Q TRASH CHUTE @LEVEL 5 v1/4" = 1'-011 12 1 6B.1 A6.22 1 6 3 8 TRASH 4001 LL O LL O, 6B.1 6G 2 6 6B.1 1 6LM 2'-10" 2'-63/4" 4 3/4" 0 5G 211.5 m 0 6G N 2 6 6G 1 #:� TRASH CHUTE @LEVEL 4 ' J 1/4" = 1'-01, n12 4 3/4" Q TRASH CHUTE @ LEVEL 3 ' v 1/4" = 1 '-0" Eel 0 ROUGH OPENING ROUGH OPENING 9 INTAKE 6" = 1 '-0" Lu of V) w O J u z Z w z LL L) = Q SEE ASSEMBLIES. 'ATED SHAFT 'AKE DOOR FRAME E CAULK 12" METAL E-STUD UTEINTAKE RATED SHAFT CHUTE INTAKE 2 1 /2" METAL E-STUD INTAKE DOOR FRAME SEE ASSEMBLIES. DOOR @ TRASH CHUTE - SILL SHAFT WALLS SEE ASSEMBLIES Ulll-1\LI\ 1\VV lllVV .J LII LiIIV 1 METAL SHAFT WALL @BLOCKING 14 FI #72: Rough Framing Size of Shafts & Through Floors 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. Q0 (V O M z 0 0 (� Z z O� V W 0 0 LL oz z_ O > Q J w Of O 0 O\� / J ,W^ v I 00 °° o O� O N 0 O o = 4t O Z N It z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 SHAFT PLANS AND SECTIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 SHEET NUMBER 184470 h A6.22 10 'OP OF PLATE h 166' - 1 3/4" _LEVEL 6 � 157'-22"" _ _LEVELS h 147' - LEVEL4 h 136' -11 LEVEL 3 � 126' - 10 _LEVEL 2 � 116'-9" 3C.1 3 F10 LEVEL 102' - 9" SHAFT - A - SECTION 1 /4" = 1 '-0" va. � 1 6 1 SHAFT - A @LEVEL 2 ' 1 /4" = 1 '-0" ') SHAFT - A @LEVEL 3 L 1 /4" = 1 '-0" rugs zr`rui � SHAFT - A @LEVEL 4 J 1 /4" = 1 '-0" A SHAFT - A @LEVEL 5 1 /4" = 1 '-0" 7 1 /4" 00 Ln M M 0 00 'A 6. 23 F 5G T 2 1.5 6G 2 6 F F =7�/ Tc [� SHAFT - A @LEVEL 6 J 1 /4" = 1 '-0" O N 0 12 SHAFT - B - SECTION 1 /4" = 1 '-0" 1 #72: Rough Framing Size of Shafts & Through Floors TOP OF PLATE h 166' - 1 3/�4" — LEVEL 157' - 2" _ LEVEL 147' _ LEVEL 136' -11 1 /2" LEVEL 126' - 10 1 /4" LEVEL 116'-9" LEVEL 102' - 9" cy a LY c F_ '7 SHAFT - B @LEVEL 3 1 /4" = V-0" Q SHAFT - B @LEVEL 4 V 1 /4" = 1'-0" Q SHAFT - B @LEVEL 5 J 1 /4" = 1'-0" ■ ' - 01 /2" 9281 , p�,�✓iion �d�Ml W YA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. 00 00 V , Z V) 0 0 0 Z z O � >Q 0 Vl LU Z Z L.L O OJ o O � � z O LU ; 00 CD o O N O CD J o O = O Z N z N Q � Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 SHAFT PLANS AND SECTIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SEE ASSEMBLIES 2 E L EVATO 1 1 /2" = 1'-0" `_ALANT AT CUT EDGE - ER MANUFACTURER AEET METAL FLASHING OTAIR WELD PO ROOFING x8 WOOD RIP TO PROVIDE PLUMB DGE AT GUTTER BUTTER UILDING WRAP WEATHER BARRIER 3/4"HEM ON1" RETURN R @GUTTER 9M.1 0 3.5 - '-a ' d W 44 ° a d. BACKER ROD AND FIRE CAULK 5.5 2 1.5 FIRE CAULK HOISTWAY DOOR E L EVATO 1 1 /2" = 1'-0" R INFILL DETAIL 4 'v - — - — - — - — - I SEE ASSEMBLIES 2 3/4" HEM ON 1" RETURN SHAFT LINER HOISTWAY DOOR EDGE OF THRESHOLD GYPSUM WALLBOARD-X -BELOW '- GLULAM BEAM, CONTINUOUS - -PACK TIGHTLY SEE STRUCTURAL MINERAL FIBER BATT N m I CLOSED CELL FOAM GYPSUM WALLBOARD-X INSULATION 00 IN PLACE INSULATION PACK TIGHTLY I� INSECT BAFFLE SHAFT LINER CONTINUOUS CEDAR SLOPED CHAIR MINERAL FIBER BATT 2X10 INSULATION L — �SHEET METAL FLASHING oo -------- __ :',,'' •,•`,.: :'_- "'' w 1/2" INSECT BAFFLE HT-SAM FLASHING BUILDING WRAP WEATHER BARRIER SPRAY FOAM INSULATION SEE ASSEMBLIES ELEVATOR SHAFT @ ROOF J 1 1 /2" = 1'-0" SEE ASSEMBLIES Q ' SHEET METAL FLASHING I I 8 A7.91 ' 7 AF TPO VAPOR RETARDER ' '•''� TPO ROOFING I I ' 170'-10" 0 HOIST BEAM SEE STRUCTURAL 8 ELEVATOR @ ROOF. 1 1 /2" = 1'-0" ASI 001 SEE ASSEMBLIES 17 CONCRETE WALL \ BEYOND .4 FIRE CAULK r. EMBED PLATE BEYOND -SEE STRUCTURAL SEALANT qv 12 E L EVATO 1 1 /2" = 1'-0" SEE An ?1 FOR ASSEMBLIES FIRE CAULK ANCHOR BOLT HSS STEEL L ANGLE FIRE CAULK ELEVATOR HSS BEAM @ WD FLOOR ' v 1 1 /2" = 1'-0" ° •.. BACKER ROD AND SEALANT LEVEL- _ - d HSS - SEE STRUCTURAL W CO - d d d G -' = - GUIDE RAIL BRACKET - PER MFR. Q e ° ''"- d g °_'d, LU w A GUIDE RAIL- PER MFR. ' - - - - - b •' d ° BOTTOM OF SLAB BEYOND '• ° „d; - p CAST IN PLACE CONCRETE SEE ASSEMBLIES ELEVATOR CONCRETE FLOOR R @ HSS BEAM 13 @WOOD GYP, BEYOND METAL ANGLE BEYOND -SEE STRUCTURAL LEVEL HSS - SEE STRUCTURAL 1 1 /2" = 1'-0" d 4 ' d 5/8" GYP - TYPE X dam,_ d 1" Z-GIRT @ 16" O.C. °� ° p ° CAST IN PLACE CONCRETE SHAFT 4 n ° < RECEIVING ° d J-MOLDING BACKER ROD & SEALANT CAST IN PLACE CONCRETE, SEE STRUCTURAL I m ; � 9 ° ° 9 d° I; a4,d_ d 44, GUIDE RAIL BRACKET - PER MFR. :I °a - ' ° a GUIDE RAIL- PER MFR. �d' d °d ° d- a " BENTONITE WATERPROOFING- —. °° I —EMBED PLATE AND HEADED STUDS SEE STRUCTURAL 18 E L EVATO 1 1 /2" = V-0" WATERSTOP STEEL PLATE, SEE STRUCTURAL HSS BEYOND, SEE STRUCTURAL R @ CONCRETE & GRADE E L EVATO 4 3" = 1'-0" ELE 9 3" = 1'-0" HOISTWAY DOOR FRAME HOISTWAY DOOR JAM B -BEYOND R DOOR @HEAD JAM B -BEYOND HOISTWAY DOOR HOISTWAY THRESHOLD -ALIGN WITH FLOOR FINISH -GROUT AS REQUIRED -SEE FINISH SCHEDULE STEEL ANGLE - VERIFY SIZE AND ATTACHMENT WITH ELEVATOR MANUFACTURER -SEE STRUCTURAL VATOR DR @ CONC THRESH L SEE ASSEMBLIES SASE PER SCHEDULE IRE CAULK -3LULAM BEAM SEE STRUCTURAL -OP FLANGE HANGER SEE STRUCTURAL 14 2-HR SHAFT @ WOOD FLOOR 1 1 /2" = 1'-0" WATERPROOFING PER MFR. DRAINAGE PANEL ° ELEVATOR PIT RIGID INSULATION (R-9.5) WATERSTOP ° - = ad- `T a d SEALANT - PER MFR. WATERPROOFING TAPE - PER MFR. LL 0:� d LU — °d d _ m�, a bd- - 777T 7 7- __i� � 77 E_:::::777� LAP PER MFR. —I I II I I I I I 1 I I I 1 1— 19 E L EVATO 1 1 /2" = 1'-0" R PIT @CONCRETE GYPSUM WALLBOARD-X -PACK TIGHTLY GYPSUM WALLBOARD-X -PACK TIGHTLY HOISTWAY DOOR FRAME � ELEVATOR DOOR @JAMB ..J 3" = 1'-0" JAM B -BEYOND HOISTWAY DOOR HOISTWAY THRESHOLD -ALIGN WITH FLOOR FINISH SEALANT SEE FINISH SCHEDULE CAST UNDERLAYMENT STEEL ANGLE VERIFY SIZE AND ATTACHMENT WITH ELEVATOR MANUFACTURER SHAFT LINER WOOD FRAMED FLOOR -SEE HORIZONTAL ASSEMBLY SHEET 10 ELEVATOR DR @ WD THRESH 3" = 1'-0" LOWEST S FACE OF WALL 5-1/2 X 2-1/2 X 3/8 INCH STEEL ANGLES EACH SIDE CONTINUOUS WELD TO SIDE RAI LS 1/2INCH DIAMETER EXPANSION BOLT EPDXY SET 3/8 X 2 INCH STEEL SIDE RAILS 1 INCH DIAMETER STEEL RUNGS CONTINUOUS WELD TO SIDE RAI LS J O l¢J ELEVATOR PIT FLOOR a °a SECTION ELEVATION C,, ELEVATOR LADDER @ PIT I J 1 /2" = 1 '-0" STEEL GRATE 2' 4" SET IN 4-SIDED L2" x 2" x 1 /4" ANGLE FRAME ALIGN SE PLAN m _ ° d ELEVATOR PIT SLAB SEE STRUCTURAL o — i - i— RUBBER WATERSTOP N —I ad 'd: '— - I° a I CONCRETE SLAB �d. I - SEE STRUCTURAL 1 „ d d ° 1 1 —� —2'-p' BENTONITE PANEL 7 n SUMP PIT @ELEVATOR Lv 1 11 = 1'-0" 91281 ►�� a�I OF VA - y 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC " Review is for clouded, identified revisions only. Reference originally approved drawings. N O 00 Cn z L 0 Z z O V) V) L. J z z LL O >_ OLU N O z LU O j 00 J`} 00 0 / O O 0 � O 4t Z N z W N Q o_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 5 03.14.22 CONSTRUCTION SET 06.22.22 AS1001 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ELEVATOR DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 CUT LINE. SEE STEP 5 FOR EXTENTS. CTCD 1 4a) FF-SAM FLASHING AT EACH JAMB TOPOFROUGH OPENING CUT LINE STEP 2 2a) FOLD FLAP UP AND TEMPORARILY SECURE TO BUILDING WRAP WEATHER BARRIERS ABOVE. 2b) FOIL -FACED SELF -ADHERED MEMBRANE DART FLASHING AT CORNERS. 2c) 1-1 /2" X 1-1 /2" BACK ANGLE 5a) FF-SAM FLASHING AT HEAD LAPPING OVER JAMB FLASHING. FOLD INWARD TO (-nVFR HEAD RETURN. BOOM- NE 0110 WIN VERIFY �� FRONT VIEW - PART 4a CTCD A 8a) HEAD SHEET METAL FLASHING. - FOLD END DAMS BACK, BOTH ENDS, CRIMP DIAGONAL FOLD ON VERTICAL PLANE -FLASHING TO EXTEND BEYOND ROUGH OPENING ATJAMB PER DETAILS. cTCD 4 CTCD C END DAM z %n \ -VARIES HEAD SHEET METAL FLASHING SECTION FOLD LINES TRIM OFF CORNER CRIMP DIAGONAL FOLD FOLD END DAM UP FOR CONTINUOUS FLASHING WITH NO SEAMS WINDOW WRAP SEQUENCE - SF -WRAP FIELD, SAM SILL, SAM � OPENING CTCD C, CTCD 2 STEP 9 3a) FOIL -FACED SELF -ADHERED MEMBRANE FLASHING (FF-SAM FLASHING) ON SILLAND EXTEND FF-SAM FLASHING UP AND OVER BACK ANGLE. FF-SAM FLASHING UP JAMB. CORNER PART 3a WRAP OVER BACK 3 SIDE OF BACK ANGLE 1 /—TOE OF BACK ANGLE w 9„ FRONT VIEW - PART 3a CUT LINE FOLD LINE 3b) FF-SAM FLASHING ON JAMB RETURN OVER FF-SAM FLASHING FROM PREVIOUS STEP. VERIFY �n I 1 \N n, BACK � 5° ,NGLE FRONT VIEW - PART 3b 6a) INTERMITTENT SHIMS AT SILL. 6b) SHEET METAL FLASHING AND SHIMS. SHIMS TO ALIGN WITH BOTTOM SHIM FROM 6a. 6c) CONTINUOUS AIR BARRIER SEALANT AND BACKER ROD AT FACE OF BACK ANGLE AND UP JAMBS ABOVE BACK ANGLE. 6d) STOREFRONT SILL STARTER WITH END DAMS. BIDDER DESIGNED ATTACHMENT THROUGH BACK ANGLE. (AVOID FASTENING THROUGH SILL) AIR BARRIER SEALANT AND BACKER ROD AT HEAD & JAMBS MAY BE INSTALLED. TIE INTO AIR BARRIER SEALANT AT BACK ANGLE. ENLHKUr_U IN 1 r-KIVK SILL TO JAMB DETAIL STEP 10 3c) FF-SAM FLASHING ON SILL, UP AND OVER BACK ANGLE. 3d) SEALANT AT EXPOSED EDGES OF FF-SAM FLASHING. NOTE: SEALANT TO CURE PRIOR TO WINDOW PLACEMENT. CTCD -7 10a) BUILDING WRAP WEATHER BARRIERS FLAP OVER HEAD FLASHING AND TERMINATE BOTTOM EDGE OF FLAP WITH TAPE. 10b) CONTINUOUS SEALANT AND BACKER ROD BETWEEN STOREFRONT FRAME AND EXTERIOR CLADDING. GENERAL NOTES: 1) SEQUENCE REPRESENTS ATYPICAL WINDOW FLASHING SEQUENCE. SEE DETAILS FOR PROJECT SPECIFIC METAL FLASHING &TRIM REQUIREMENTS. 2) UTILIZE THIS SAME PROCEDURE SEQUENCE FOR EXTERIOR DOOR OPENINGS. 3) PRIME ALL SUBSTRATE TO RECEIVE SELF - ADHERED MEMBRANE WEATHER BARRIERS OR FLASHING. 4) ALL LAPS TO BE POSITIVELY LAPPED. A 5) REFERENjF -j _0 ; FOR VAPOR RETARDER TRANSITION. 7a) STOREFRONT WINDOW (INCLUDING COMPENSATION CHANNEL) IN OPENING 7b) CONTINUOUS AIR BARRIER SEALANT AND BACKER ROD AROUND INTERIOR EDGE OF WINDOW FRAME AT HEAD AND \ JAM B. \ \ \ \ \ 9Q81 IOF. VA _. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. O 00 z V)o 0 � Z z O >a 0 Vl LU z LL O z OLU > J � � 0 z O > v00 C) 8 O� O N J o r1_ CD O CD Z N = z N 2 Q "' REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 WIN DOW WRAP SEQUENCE - STOREFRONT CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 FF SAM VAPOR RETARDER OPTION 2: FF SAM LAPPED SAM WEATHER BARRIER i/ p�,�iion �dvM 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 N O 00 m z LAI 0 Z z O 0 V w o z z LL O OJ o O 0 z O ; �00 J ro C) 8 O� O N O co Oco I_ o = O � Z N z of � QN aws REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 5 03.14.22 CONSTRUCTION SET TYPICAL EXTERIOR WRAP DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER h A7903 11 LEVEL �OpSLAB U) w m U) Q Q z 0 0 0 M c Q w V) 0 BUILDING WRAP TAPE SEE OA=.1. FOR EXTERIOR ASSEMBLIES V) LU m w Ln Q J Q z O N O 0 LL w w V) NOTE: VERIFY SLAB STEP WITH SLAB PLAN. NOT ALL CONDITIONS HAVE A SLAB STEP NOTE: DOOR THRESHOLD TO BE 1/2" MAX ON BOTH SIDES WITHA BEVEL OF 1:2 FOR AN LEVEL CHANGE ABOVE 1/4" PER ANSI A117.1-2009 404.2.5. I I I I I WALL BEYOND VINYL DOOR CONCRETE UNDERLAYMENT ACOUSTIC ISOLATION MAT P.T. PLATE SEALANT PEDESTRIAN TRAFFIC MEMBRANE SLOPED BALCONY TOPPING SLAB FINISHEDOOR _ a ° °a TOP OF P.T. SLA. a 1 ..4 d: <'A a P.T. SLAB STEP -VERIFY WITH 'Q°' d d- -= z _ ., ° , d < SLAB PLAN r i w I 2 Ul W I O I W I EXTEND INSULATION V-0" BEYOND EXTERIOR SHEATHING 3 VINYL DOOR SILL AT PT BALCONY 3" = 1'-0" STICK PINNED RIGID INSULATION (R49 MIN.) GRID SEE®FOR EXTERIOR ASSEMBLIES Q z CCD 003 a BUILDING WRAP WEATHER N BARRIER SHEET VAPOR RETARDER WINDOW TRIM WORK COLD FORMED VERTICAL Z ANCHOR BOLT / FURRING - SEE ASSEMBLIES (STOOL, APRON, ETC.) FF-SAM FLASHING Q VINYL WINDOW CAST UNDERLAYMENT V AiBUILDING WRAP TAPE SHEET METAL FLASHING SHEET METAL REGLET INSECT BAFFLE FLASHING ACOUSTIC ISOLATION PAD ICI SEALANT- PER MFR. �I TERMINATION BAR - PER FC TRIM / MOLDING MFR. F.C. LAP SIDING TO F.C. PANEL @ PT SLAB &SOFFIT 3" = 1'-0" SAM FLASHING SHEET METAL FLASHING TPO ROOFING REGLET FLASHING, RIGID INSULATION PAINT TO MATCH FC SIDING FF-SAM FLASHING SEALANT / BACKER ROD PROVIDE SLACK IN FF SAM FLASHING AT JOINT TO ALLOW FOR MOVEMENT LOOSE FILL INSULATION DEFLECTION HEAD DIAGONAL BRACE HORIZONTAL BRACE FIBER CEMENT SOFFIT PANEL CUT EDGE SEAL/A TPO ROOFING HT-SAM FLASHII` HOT AIR WEI SHEET METAL FLASHI� SHEET METAL GUTTER STIR, SHEET METAL GUTT 2x WOOD FASC PAINTI BUILDING WRAP WEATHI BARRII z cy w Ln 450 BEND 4" MIN 1. 1/2". Q COURTYARD SHED ROOF @GUTTER J3" = 1'-0" SEE®FOR ASSEMBLIES HOT AIR WELD CUT EDGE SEALANT TPO ROOFING TPO=R BOARD RIGID INSULATION TPO VAPOR RETARDER V) m m 0 _n 0 Ln rn m r m Ln bLAM HLK 51 KU(_ I UKAL COURTYARD SHED ROOF @WALL 3" = 1'-0" U) w m 2 w U) Q or 0 LL. W W N 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 N O 00 Cif z V) 0 o Z z OL/) V1 W 0 0 z z L.L O O o O z O LU00 > J 8 O N oCD J o Oco CD CD = Z N z Qa REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 4 01.03.22 Addendum #03 5 03.14.22 CONSTRUCTION SET 12.30.22 CCD 003 EXTERIOR DETAILS - SECTION CONSTRUCTION SET DATE PROJECT NUMBER 11 /11 /2022 184470 SAIVI I-LAJ1111NU SELF HEALING MEMBRANE BEHIND FURRING STRIPS, TYPICAL 1 x4 PRESSURE TREATED FURRING EPDM OR SIMILAR, WHERE ALUMINUM IS IN CONTACT WITH PRESSURE TREATED N w mCC LwlL7 Q. 07v LLJ XUj y��•••�� ^V C Q LU V) F.C. TRIM / MOLDING (USUALLY ALUMINUM) FC PANEL IA @ FC PANEL 1 B - PLAN 3" = 1'-0" SEE WALL ASSEMBLIES f d _q - • ' :a ♦ a - - d- -d .. -•-a _d a ,d�- a _ _ e 4k e - - - - - - "d • - - - - - - - - _d ...... 4 - do A- ^ 4+4. A _ • - - d _ b c d • a ,a n d _ _ < d• _ - 8 a"-, _ q d e FLUID APPLIED WEATHER J BARRIER SAM FLASHING AT MEMBRANE TRANSISTION AND BEHIND ALL FURRING, TYPICAL VERTICAL METAL Z FURRING - SEE ASSEMBLIES FOR DEPTH FIBER CEMENT LAP SIDING STAIR S H 3" = 1'-0" AFT WALL @ FC PANEL - A SEE ASSEMBLIES / I I I1 I I c:I -I q, - ;. a d a• ,• - d; - 't . _ G' • �•d •• • _ - -` a-. A, �;' ..d ,1-f:, . - a• .q d A i • _ . - d_.,. ♦ e aLU - - •a d Ln W 111 \ / Q HEADER ABOVE DRIVE AISLE DOWN J 3" = 1'-0" SHEET VAPOR RETARDER VERTICAL Z FURRING METAL FURRING CHANNEL A BUILDING WRAP TAPE SHEET VAPOR RETARDER BUILDING WRAP WEATHER BARRIER FC PANEL SIDING Q RIGID INSULATION 2-PIECE TRIM TRANSISTION FLASHING NOTE: EPDM (OR SIMILAR) IS REQUIRED WHENEVER PT WOOD IS IN CONTACT WITH ALUMINUM. F.C. LAP SIDING TO F.C. PANEL 2 3" = 1'-01, NOTE: EPDM (OR SIMILAR) IS REQUIRED WHENEVER PT WOOD IS IN CONTACT WITH ALUMINUM. SHEET VAPOR RETARDER BUILDING WRAP WEATHER BARRIER FC LAP SIDING 1 x4 P.T. VERTICAL WOOD FURRING OR METAL Z FURRING - SEE ASSEMBLIES EPDM MEMBRANE 2-PIECE F.C. TRIM / MOLDING TRANSITION PIECE A SAM FLASHING BEHIND FURRING, TYPICAL FC PANEL SIDING FC LAP SIDING BUILDING WRAP WEATHER BARRIER EPDM FIBER CEMENT TRIM / MOLDING SEALANT FC PANEL SIDING 1 x4 VERTICAL P.T. WOOD FURRING OR METAL Z FURRING - SEE ASSEMBLIES SAM FLASHING BEHIND FURRING, TYPICAL BATT INSULATION (R-20) SHEET VAPOR RETARDER � PLAN -INSIDE CORNER LAP SIDING TO FC PANEL V 3" = 1'-0" L/1 w J m w Ln Q LU z 0 LL LU LU SEE An 11 FOR ASSEMBLIES SHEET VAPOR RETARDER BUILDING WRAP TAPE _ 41, 4 , d _ -e - - a ♦4 d - - a _ _n e a _ u , d eA, SEE AMFOR EXTERIOR WALL ASSEMBLIES � n SHAFT WALL @GARAGE VESTIBULE ' v 3" = 1'-0" i iNu 1 t: LFUiVi lt- REQUIRED WHE WOOD IS IN COI ALUMINUM. BATT INSULATION (R-20) FC LAP SIDING SAM FLASHING BEHIND FURRING, TYPICAL L, w J m P.T. VERTICAL WOOD LL,I v FURRING OR METAL VERTICAL Q ocf 0 Z FURRING - SEE ASSEMBLIES Of W W 0 ALUMINUM TRIM MOLDING W W Ln EPDM MEMBRANE SHEET VAPOR RETARDER BUILDING WRAP WEATHER BARRIER � OUTSIDE CORNER AT LAP SIDING J3" = 1'-01, FC PANEL SIDING A SAM FLASHING INSECT BAFFLE FIBER CEMENT TRIM / MOLDING SHEET METAL FLASHING BUILDING WRAP WEATHER BARRIER EPDM OR SIMILAR REQUIRED WHERE ALUMINUM IS IN CONTACT WITH PRESSURE TREATED FURRING BUILDING WRAP WEATHER BARRIER RIGID INSULATION JOINT SEALANTS VERTICAL FURRING BUILDING WRAP TAPE 5/8 INCH GYPSUM WALLBOARD-X PAINT SEE® FOR EXTERIOR ASSEMBLIES -7 F.C. PANEL TO LAP SIDING TRANSITION 3" = 1'-0" SEE An 11 FOR ASSEMBLIES Y SEE An 11 FOR ASSEMBLIES PLAN -RISER R 3" = 1'-0" Ln W J cm G W l/1 a Q' 0 C LU N OOM GARAGE TRANSITION e 77- CCC AI !1 11 CIID CVTCDIIID ACCCAADI ICC SHEET VAPOR RETARDER BUILDING WRAP WEATHER BARRIER in0111:114.y1111►rel SAM FLASHING SELF HEALING MEBRANE BEHIND FURRING AND ALL CORNERS, TYPICAL METAL PLATE, AS NECESSARY - OR SIMILAR F.C. "X" MOLD / TRIM, AT OUTSIDE CORNERS VERTICAL FURRING METAL Z, SEE ASSEMBLIES FOR DEPTH REFER TO PLANS FOR WALL ASSEMBLY FC PANEL 1 A @ FC PANEL 2 - OUTER CORNER 4 3" = 1'-01, A SAM FLASHING FC LAP SIDING INSECT BAFFLE SHEET METAL FLASHING BUILDING WRAP WEATHER BARRIER EPDM OR SIMILAR REQUIRED WHERE ALUMINUM IS IN CONTACT WITH PRESSURE TREATED FURRING FC PANEL SIDING P.T. FURRING OR METAL VERTICAL Z FURRING - VERIFY WITH ASSEMBLIES Q LAP SIDING TO F.C. PANEL SIDING TRANSITION V 3" = 1'-0" OiS1 I ,'IWOfIda111 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. MOM 00 V , z V) 0 0 o Z z O� >a 0 Ln w 0 z z L.L O OJ o p z O 00 CD 8 O� N O CD J o Oco CD O = Z N z � W N Q � REVISION DATE REASON FOR ISSUE 2 07.6.21 Addendum #02 4 01.03.22 Addendum #03 EXTERIOR DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 GN BEND fH FACE OF \DDING TYPICAL FLASHING DETAIL 6" = 1'-0" CGG An 11 C(1D GYTGDIl1D ACCGNARI IGC SHEET VAPOR RETARDER BUILDING WRAP WEATHER BARRIER COLD -FORMED METAL STUD FC PANEL SIDING BUILDING WRAP TAPE FF-SAM FLASHING INSECT BAFFLE SHEET METAL REGLET FC PANEL SIDING FC TRIM / MOLDING SEALANT- PER MFR. TERMINATION BAR - PER MFR. SHEET METAL DRIP FLASHING TPO ROOFING CONCRETE PAVERS PEDESTAL SEAM PLATE - PER MFR. HOT AIR WELD - PER MFR. Q SACRAFICIAL LAYER UNDER PEDESTAL CUT EDGE SEALANT cnVFR BOARD NAILERS TAPERED RIGID INSULATION TPO VAPOR RETARDER SILL GASKET TAPE to m LU w to Ln Z O N O MULTIPLE ALTERNATING DIRECTION Z- FURRING ACOUSTICAL MINERAL INSULATION (R49) 5/8" GYPSUM, TYPE "C" SPACE W Ln SEEAO,T� FOR ASSEM BLI ES IEL SIDING AL FURRING - Z-GIRTS NSULATION NG WRAP WEATHER BARRIER .ASHING METAL FLASHING 23 .ASHING BLOCKING IEL SIDING NSULATION NG WRAP WEATHER BARRIER JG _ SEEW.7171FOR ASSEMBLIES =7 FC - GREY TO WHITE PANEL T, Ln LU Ln Q Q Z O N O Of O �y. 0 Q Ln 3" = 1'-0" VINYL WINDOW WINDOW TRIM WORK (STOOL, APRON, ETC.) SHEET METAL FLASHING SHEET METAL REGLET FLASHING SEALANT- PER MFR. TERMINATION BAR - PER M FR. SAM FLASHING :TEND REGLET FLASHING BELOW PAVERS, TYPICAL TPO ROOFING CONCRETE PAVERS QPEDESTAL SACRAFICIAL LAYER UNDER PEDESTAL HOTAIR WELD CUT EDGE SEALANT RED RIGID INSULATION - SLOPE TO DRAIN C OVFR BOARD TPO VAPOR RETARDER Q a • I• .] ° ♦ °a I . ° • ° 4 4 • 4 ° • ° 4 • • • • • ° I ° ♦ •� ♦ d •• • 4 ° 4 • ,o q. e P . J e 43 4 • ° ♦ • • 4 Q • e I 41 . ' 4 ' ♦ ° •°a I d° ° • 4 • • , • ♦ , ° • a e i d e ° a ° • 'e4 9 e •4 . • • I d • n . d • I• , •4. ° 4 ° FIBERGLASS BATT INSULATION (R30) - STICK 'INNED TO UNDERSIDE OF SLAB. NOTE: EXTEND NSULATION 3'-0" BEYOND _ INTERIOR CONDITIONED SPACE. SEE A0.11 FOR EXTERIOR ASSEMBLIES ELEVATOR @ C O U RTYA R D 10 3" = 1'-0" 11 go1.11► [KiLlII STICK PIN I � NOTE: SEE WINDOW WRAP SHEET - I A7 n1, FOR ADDITIONAL INFROMATION j NOT SHOWN IN THIS DETAIL I FC PANEL @ COURTYARD 3" = 1'-0" LEVEL SEE®FOR EXTERIOR ASSEMBLIES �..� FC PANEL @ WD TO WD 3" = 1'-0" BUILDING WRAP WEATHER BARRIER BUILDING WRAP TAPE VERTICAL METAL Z FURRING - SEE ASSEMBLIES FOR DEPTH BACKER ROD @ FLOOR AND ROOF PLATES FIBER CEMENT TRIM / MOLDING SHEET METAL FLASHING 6 / A7.23 INSECT BAFFLEQ 4 SAM FLASHING FC PANEL SIDING TAPE SHEET VAPOR RETARDER 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 (V O 00 z 0 Z z O� V LU 0 0 LL o z_ 0z > Q J wW of t �'� V > z O LU i J l/i 00 C) 8 O_0 c O N O o co Oo CD Z N z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 4 01.03.22 Addendum #03 EXTERIOR DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 SHEET NUMBER 184470 A7923 UPPER WALL, SEE PLANS ASSEMBLED SADDLE FLASHING COMPONENTS OVER WEATHER BARRIER (2) LAYERS CONTINUOUS WEATHER BARRIER - (1) LAYER UNDER SADDLE FLASHING ... . - (1) LAYER OVER SADDLE FLASHING LOWER WALL, SEE PLANS c I I v a o ;_ a V j CFF An 11 F(1R FXTFRI(1R FI F\/ATI(1r\IC CONDIT SPACE Ln w m w Ln Q Q z 0 N 0 0 Q 0 4 � L w w Ln FC LAP SIDING FF-SAM FLASHING VERTICAL P.T. FURRING STARTER STRIP BEET METAL FLASHING 6 / A7-23 \NEL SIDING VERTICAL Z FURRING - 2-1/2", MAY VARY - VERIFY WITH ASSEMBLY PROVIDE SLACK IN FOIL FACED SELF ADHERED MEMBRANE AT DEFLECTION JOINT SHEET METAL FLASHING COMPRESSIBLE MINERAL INSULATION BACKER ROD DEFLECTION HEAD WITH COMPRESSIBLE INSULATION BUILDING WRAP WEATHER BARRIER L. SEE :l FOR EXTERIOR ASSEMBLIES 1 () INSET WALL HEAD &SILL I %j 3" = 1'-0" Ln w m w V) Q Q z 0 N cr 0 L 0LL 4 Lc w w SUB -FRAMING THERMAL SPACER 2-1/2", MAY VARY, VERIFY WITH ASSEMBLY XPS INSULATION (R10) CONDITIONED INTERIOR LATION IS NOT REQUIRED AT LLS SEE AO-11 FOR EXTERIOR ASSEMBLIES FC PANEL TO FC LAP SIDING @ (� P.T. SLAB I wo/ 3" = 1'-0" SEE A0.^ FOR EXTERIOR ASSEMBLIES BUILDING WRAP WEATHER BARRIER BOX BEAM / HEADER FF-SAM FLASHING INSECT BAFFLE FC TRIM / MOLDING SHEET METAL FLASHING 6 / A7.23 FC PANEL SIDING SLOPED SHIM MOISTURE RESISTANT SHEATHING TYPE "X" SUB -FRAMING THERMAL SPAC F 2-1 /2" DEPTH, VERIFY ASSEMBLY FF-SAM FLASHING VERTICAL Z- FURRING - 3-1 /2" (DEPTH MAY VARY, VERIFY WITH WALL ASSEMBLY) FIBER CEMENT TRIM / MOLDING SHEET METAL FLASHING 6/A723 FC PANEL SIDING SUB -FRAMING THERMAL SPAC R PROVIDE SLACK IN FOIL FACED SELF ADHERED MEMBRANE AT DEFLECTION JOINT SHEET METAL FLASHING COMPRESSIBLE MINERAL INSULATION BACKER ROD DEFLECTION HEAD WITH COMPRESSIBLE INSULATION BUILDING WRAP WEATHER BARRIER SUB -FRAMING THERMAL SPAC F XPS INSULATION (R10) 1= NOTE: AT UN -CONDITIONED INTERIOR SPACES, INSULATION IS NOT REQUIRED AT I I EXTERIOR WALLS 'I SUB -FRAMING THERMAL SPAC F 2-1/2" (DEPTH MAY VARY, SEE A0.11 FOR EXTERIOR ASSEMBLIES VERIFY WITH WALL ASSEMBLY) 2 FC WH ITE PAN E L @ P.T. S LAB 0 3" = 1'-01, 9Q81 zi 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 N O 00 M z V� 00 Z z O� Vi W 0 0 LL 0 z_ 0 > Q J of t n� >W V > z OW > J ro p_ c: 0 o O 2 Z z Q N Q REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 EXTERIOR DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 SHEET NUMBER 184470 A7924 14 • ••NOTE: t . 1. SEEMFOR WINDOW WRAP SEQUENCE _ ...(DOOR HEADS & JAMBS ARE THE SAME) .Vi 2. FIRE RETARDENT TREATED WOOD PER •STRUCTURAL•• n ...................... 1 SEE A0.11 FOR EXTERIOR ASSEMBLIES 1 FC PANEL 2 @ H.M DOOR -HEAD ' 6" = 1'-0" NOTE: 1. SEE U1 FOR WINDOW WRAP SEQUENCE (DOOR HEADS & JAMBS ARE THE SAME) 2. FIRE RETARDENT TREATED WOOD PER STRUCTURAL ,I I I = I I II I � / :. iL -— — — — — — — — — — — — - I A FC PANEL 2 . @ H.M DOOR -JAMB 6" = 1'-0" VERTICAL METAL FURRING. VERIFY FURRING WITH ASSEMBLIES. FURRING TYPE AND DEPTH WILL VARY. BUILDING WRAP WEATHER BARRIER STRUCTURAL HEADER INSECT BAFFLE FILL WITH SPRAY FOAM F.C. MOLDING / TRIM N� METAL DOOR FRAME WITH FLANGE (STUCCO STOP) INSULATED METAL DOOR BUILDING WRAP WEATHER BARRIER BUILDING WRAP TAPE SEE®FOR EXTERIOR ASSEMBLIES ") F11VI UUUK FitHU (u C.MU L 6" = 1'-0" INSULATED METAL DOOR METAL DOOR FRAME, FILL VOID WITH SPRAY FOAM INSULATION SHEET METALTEE INSERTED INTO DOOR METAL FRAME AND BUILT INTO MORTAR JOINT VERTICAL METAL FURRING. VERIFY FURRING WITH ASSEMBLIES. FURRING TYPE AND DEPTH WILL VARY. HEAVY GUAGE SHEET METAL FOR FIBER CEMENT ATTACHMENT AT JA M B RETURN JOINT SEALANTS F.C. TRIM / MOLDING METAL DOOR FRAME WITH m INTEGRAL FLANGE (STUCCO w 2-1/2" METAL CHANNEL STOP), FILL VOID WITH SPRAY STUD FOR GYP FOAM o ATTACHMENT Lu w X W 0 LL Iq ROUGH OPENING Lu ) XPS INSULATION (R9.5) Ea— INSULATED METAL DOOR INSULATED METAL DOOR 10" ALUMINUM THRESHOLD SET IN CONT. FOAM TAPE. THRESHOLD TO MEETADA MAX. 1/2" HEIGHT ......;CONCRETE FASTENER/ ANCHOR (PRE -DRILL IF NECESSARY) GALVANIZED SHEET METAL ANGLE OR FLASHING WITH ......•• ................. UPTURNED LEG METAL FURRING WALL 5 HM DOORJAMB @ CMU DOOR DRIP WITH INTEGRAL ASTRAGAL CONCRETE SIDEWALK -- — �— -------a —... ------- T.O FLOOR__ ¢ a • -, < d ° _ e ° ° = 1/2" ISOLATION JOINT a= _ _ a d - " ®` ° CONCRETE GARAGE WALL ,a d. - 4 SAM FLASHING < d`. _ . ° p ,< -,- . " --- 4- 4 TOOLED SEALANT ° a •' - e e = a " e ° ` e • ° ,a p- <= �, = , TERMINATION BAR -WHERE - i e p C'• - - °- '- L- ° A- '' I O O O O O O O O O ' • -'y '�• -d 1 WATERPROOFING OCCURS � 'r '• 4 •? a A� • • t- ' _ _ d - - <e 0 0 0 0 0 0 0 0 i •. � 1 • y '• a .' 4 ;_ _ - e a -a - 0 o O O O O O O BENTONITE WATERPROOFING 'n a4 •' -r• _' `_ d°- •-.d °Y" li o 0 0 0 0 0 0 0 0 BENTONITE DRAINAGE PANEL •: � i `'• -• - � H.M 7 DOO.R:.•@...SILL : 6" = 1'-0" e SEE®FOR EXTERIOR ASSEMBLIES VAPOR SEMI -PERMEABLE 4 • •,' • d a'•..- - PAINT ON GYPUSM (AIR .' •: BARRIER) .. ................. ' ' ?. d' • .46 • .� •, . a •v ................. A , d° •a a A 1 :• I._ ..` a: ••y ...... .................... [,e' •s • • 4= vA•. .i •-d " 3 '•.;. METAL BOX BEAM HEADER AT _ FURRING WALL a ", rr _ +4;d e _ CMU LINTEL HEADER ° a°. d .. d- - d METAL DOOR FRAME ....................... A aQ ; -':' '• FILL VOID SPRAY FOAM INSULATION BACKER ROD AND SEALANT INSULATED METAL DOOR METAL INSERT FOR EXPANSION BOLT i EXPANSION BOLT 3 HM DOO 6" = 1'-0" VERTICAL METAL FURRING. VERIFY FURRING WITH ASSEMBLIES. FURRING TYPE AND DEPTH WILL VARY. QFF-SAM FLASHING BUILDING WRAP TAPE BUILDING WRAP WEATHER u 0 0 LL Y LL 0 u Lc--. LL LL v R HEAD @CONCRETE e ds j • d °d - e P • -4 "- A I S °� . . ga d-. °. • ° d _ as - r 74 'A H'M DOORJAMB @ CONCRETE ........ V6" = 1 '-0" BUILDING WRAP WEATHER BARRIER Q BUILDING WRAP TAPE FF-SAM FLASHING VERTICAL METAL FURRING. VERIFY FURRING WITH ASSEMBLIES. FURRING TYPE AND DEPTH WILL VARY. SHEET METAL FLASHINGQ 4 STARTER STRIP FC LAP SIDING BACKER ROD AND SEALANT METAL DOOR FRAME, FILL VOID WITH GROUT INSULATED METAL DOOR FIBER CEMENT SIDING (FC) F.C. TRIM / MOLDING SHEET METAL FLASHING BACKER ROD AND SEALANT METAL INSERT FOR EXPANSION BOLT l\rreleelydm.'U�Ill,FjR�� EXPANSION BOLT 9281 •� I .'.i0fl �: d►a1d a' � Of ►'ifs _ 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. O 00 z V) '0 V Z z OLf) Lu z z ......... LL p - OJ ...... Lu IY O � � z O Lu ; CD 8 O� O N J CD 0 O = Z N z N Q "' REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 4 01.03.22 Addendum #03 DOOR DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER h A7941 SEE®FOR EXTERIOR ASSEMBLIES NOTE: 1. SEEE=FOR WINDOW WRAP SEQUENCE (DOOR HEADS & JAMBS ARE THE SAME) 2. FIRE RETARDENT TREATED WOOD PER STRUCTURAL :._ """"""""""""""""' FC PANEL SIDING BUILDING WRAP WEATHER w QBARRIER FF-SAM FLASHING FF-SAM FLASHING ,, SHEET METAL FLASHING Ti FF SAM FLASHING Q -' SUB -FRAMING THERMAL SPACER VERIFY FURRING WITH 1 ASSEMBLIES. FURRING TYPE AND - DEPTH WILL VARY. Q 4 BUILDING WRAP TAPE INSECT BAFFLE F ROUGH _- --_ � - .- - _. - -�--�_ �, • - OPENING ' METAL DOOR FRAME WITH " FLANGE (STUCCO STOP) " SHEET VAPOR RETARDER SPRAY FOAM INSULATION FC PANEL METAL DOOR - HEAD 6" = 1'-0" SPRAY FOAM INSULATION SHEET VAPOR RETARDER HOLLOW METAL DOOR FRAME 0 J W m J n HOLLOW METAL DOOR SHEET METAL FLASHING RIGID INSULATION - ISO BUILDING WRAP WEATHER BARRIER -FC PANEL @ HOLLOW METAL DOOR -JAMB 6" 1'-0" .............. ................. a�ECFYA _ 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N O 00 O1 z V) 0 0 0 Z z O � Q 0 Vl W l� z z LL O OJ o O � � z 0 > v J O� c O J O o Z N Q � z N Q REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 HOLLOW METAL DOOR DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER ow h A7942 13 THEATER/COMMUNITY 6003 0 20 A7.11 EXTERIOR DECK 6004 9 7.43 14 7.43 I L-C3 506 Q WALL SECTION - NANAWALL v 1 /4" = 1'-0" ROOF CALCS - TOP OF PLATE h 166' - 1 3/4" LEVEL157' - 2" ROOF DRAIN BEYOND - SEEAQj FOR EXTERIOR ASSEMBLIES ,- NOTE: 1. SEE A7.07 FOR WINDOW WRAP SEQUENCE 2. FIRE RETARDENT TREATED WOOD PER STRUCTURAL RIGID INSULATION, R-10 BUILDING WRAP WEATHER BARRIER STRUCTURAL HEADER FF-SAM FLASHING BACKER ROD AND SEALANT STARTER STRIP SHEET METAL FLASHING FOLDING GLASS WALL A FOLDING GLASS WALL -HEAD 3" = 1'-0" NOTE: 1. SEE F0-1 FOR WINDOW WRAP SEQUENCE 2. FIRE STRUCI un w J m w Ln Ln 0 of w x w 0 c Q w w Ln w J Ln Ln Q 0 LM w U-i Ln SHEET VAPOR RETARDER FF-SAM FLASHING TAPE VAPOR RETARDER BACKER ROD AND SEALANT FOLDING GLASS WALLJAMB STAINLESS STEEL METAL FLASHING t1/2" ALIGN WITH FACE OF CLADDING N Q FOLDING GLASS WALL -HEAD .J 3" = V-0" FLOORING ACOUSTIC ISOLATION PAD CAST UNDERLAYMENT PLYWOOD JOIST -SEE STRUCTURAL INSULATION RESILIENT CHANNEL - GYPSUM WALLBOARD BACKER ROD AND FIRE CAU 1 A FOLDING GLASS WALL -SILL I �mr 3" = V-0" FOLDING GLASS WALL METAL ANGLE INTERMITTENT PT WOOD BLOCKING -FF-SAM FLASHING -SHEET METAL FLASHING CONCRETE PAVERS ADJUSTABLE PEDESTAL PEDESTAL BASE PAD TPO ROOFING PLYWOOD, SLOPED 3/8" MIN / 72" EXTEND GYPSUM WALLBOARD TO UNDERSIDE OF FLOOR SHEATHING 2X WOOD OVERFRAMING - RIP TO PROVIDE SLOPE VERMICULITE, FILL CAVITY PLYWOOD JOIST - SEE STRUCTURAL FF-SAM FLASHING FOAM -IN -PLACE INSULATION SUM WALLBOARD-C 92a1 , i/ p�,�iion �dvM 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N O 00 On z Ln O Z z O V) V 1 W C) 0 z z L.L O O 2 o O 0 z O > U)00 00 J 0 8 O oN O = 4t Z ON z a� w N Q a REVISION DATE REASON FOR ISSUE 04.07.23 CCD 005 FOLDING GLASS WALL DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 SHEEMMM' A7*43 CCD 005 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 (V O 00 M z V� 0 0 � Z z O V w o 0 LL oz z_ O Q J � w af 0 z O ; J �00 C) 8 O� O N O co Oco 1 O Z N = � z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 5 03.14.22 CONSTRUCTION SET VINYL WIN DOW/ DOOR DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 III STOREFRONT @METAL FRAME -HEAD 6" = 1 '-0" NOTE: STOREFRONT @ METAL FRAME -JAMB 6" = 1'-0" 1- STOREFRONT @METAL FRAME -SILL f- •'olor.... 6''='1'-0" 3HEETVAPOR RETARDER I5° HEM COLD -FORMED METAL STUD FC PANEL SIDING 4 RIGID INSULATION INSECT BAFFLE SHEET METAL FLASHING SEALANT DEFELECTION HEAD ALUMINUM STOREFRONT FRAMING FC PANEL SIDING Q 4 RIGID INSULATION STAINLESS STEEL METAL FLASHING SAM FLASHING ALUMINUM STOREFRONT FRAMING SHEET VAPOR RETARDER SEALANT ALIGN WITH FACE OF CLADDING SEALANT FF-SAM FLASHING STAINLESS STEEL METAL FLASHING 21 /2". ill. — — — — — — ---- ---- 1 /2":12" SLOPE FC PANEL SIDING RIGID INSULATION �450 HEM COLD FORMED METAL STUD FRAMING SHEET VAPOR RETARDER ALUMINUM DOOR 4 SEALANT SEALANT 3" BLOCKING, EVERY 2'-0" �• STOREFRONT SHEET VAPOR RETARDER FOAMED -IN -PLACE INSULATION THRESHOLD •;_;;•:'••; ,-: ;: ,,,; ,. - - - - ,- - INSECT BAFFLE ADA COMPLIANT (BEVELED 1:2 MAX. - - SLOPE) STAINLESS STEEL METAL SET IN BED OF SEALANT _ " _------- — — —� FLASHING END DAMS BEYOND FF-SAM FLASHING g EXTEND UP 3" AT JAMBS \ FLUID -APPLIED WEATHER .,M - -$;4L _ Q 4 BARRIER _'° -; ' a i ..a' °-• ' : ° °' ; °•d� ; n .` BENTONITE WATERPROOFING b - :• °, a v . -:- `:• ` • , Q a,-� - ' • -5. TO FRONT OF THERMAL BREAK J OINT FILLER ............. ' .. MATCH DEPTH OF SIDEWALK • ° ••4 '°. e ° _ _ SPRING b 4 ° .• ° 4< LOADED d HEM : °_ ., •a, _ .. CONCRETE SIDEWALK ° d a Ln w .; ♦ d .� I d _ ° I TOOLED SEALANT PER_MFR. ° e \ A TERMINATION BAR a•,• d d _ e FIL LER ° ° \\ , ♦ • ° ` 4 °JOINT • e a , • ° I I ' d • d ` _ SIDEWALK . d - - 4 d CONCRETE SLAB a•; d 4 - • • d 17 STOREFRONT THRESHOLD @CONCRETE 6" = 1 '-0" 19 STOREFRONT @CONCRETE SILL 6" = 1 '-0" � I p� W;iil- 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N O 00 O, z to 0 0 0 Z z O >Q 0 V7 w z z LL O OJ LU LU CC p � � z O > v00 CD o O N O CD J o O co : _ Z CN z w N Q � REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 5 03.14.22 CONSTRUCTION SET STOREFRONT D ETAI LS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 (V O 00 M z V� 0 0 � Z z O V w o 0 LL oz z_ O Q J � w af 0 z O ; J �00 C) 8 O� O N O 1 0 co = O Z N � z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 BALCONY & DECK DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 !I FLOORING ACOUSTIC ISOLATION PAD - CAST UNDERLAYMENT PLYWOOD w J' Ln m cWi\ 0 n, 0 w v\ JOIST - SEE STRUCTURAL INSULATION RESILIENT CHANNEL' GYPSUM WALLBOARD BACKER ROD AND FIRE CAULK METAL DOOR METALANGLE A PT WOOD NAILER ,--FF-SAM FLASHING CONCRETE PAVERS ADJUSTABLE PEDESTAL PLYWOOD, SLOPED PEDESTAL BASE PAD 4, I 0 CCD 005 � ---- - �8" MIN / 12" FR&_ �wi10OYi 0045 0480FR � IF=8OIp25OIpMWOYi25OYi25OIp0001144, 004%��OI .. ♦ <I OI OI OI OI OI OI OI OI OI OI OI `♦ OI OI OI OI OI OI OI OI OI OI OI OI Oi 1►� va♦ Viz..,I�►i�I�►i�I�►i��♦i�I�♦i�I�♦i�I�►i�I�►i�I�►iOI�►iOI�♦i�I�♦i i J EXTEND GYPSUM WALLBOARD TO ROOF -DOOR TRANSITION @ 6TH DECK 3" = 1'-0" PEDESTAL 24 X 24 PAVERS SEAM PLATE - PER MFR. PEDESTAL BASE PAD HOT AIR WELD - PER MFR. CUT EDGE SEALANT MEMBRANE ROOFING PLYWOOD, SLOPED VERMICULITE, FILL CAVITY 3" = 1'-0" SHEET VAPOR RETARDER BUILDING WRAP WEATHER BARRIER FF-SAM FLASHING BUILDING WRAP TAPE VERTICAL WOOD FURRING FC LAP SIDING STARTER STRIP SHEET METAL FLASHING SEALANT - PER MFR. TERMINATION BAR - PER MFR. 3/8" MIN / 12" "o- 11 A7 _� 2X WOOD OVERFRAMING - RIP TO PROVIDE SLOPE Q 4 VERMICULITE, FILL CAVITY FF-SAM FLASHING - PLYWOOD - JOIST -SEE STRUCTURAL FOAM -IN -PLACE INSULATION i�EGYPSUM WALLBOARD-C FLOORING �:q ACOUSTIC ISOLATION PAD CAST UNDERLAYMENT ACOUSTIC ISOLATION PAD PLYWOOD i T SEE ASSEMBLIES --------------------- LAP SIDING STARTER STRIP INSECT BAFFLE SEALANT - PER MFR. I TERMINATION BAR- PER MFR. SAM FLASHING ' , I SHEET METAL FLASHING ' SHEET VAPOR RETARDER TPO ROOFING 3/8" MIN / 12" 0 q d .......... v, W — vi J W J cm W N W Q or O W W W N W LU Elm - All ... _;. JOIST - SEE STRUCTURAL INSULATION GLULAM BEAM, SEE STRUCTURAL RESILIENT CHANNEL GYPSUM WALLBOARD-C EXTEND GYPSUM WALLBOARD TO UNDERSIDE OF FLOOR SHEATHING WOOD FRAMING - 2 X 6 ') ROOF -FLOOR TRANSITION @ 6TH DECK L3" = 1'-0" ----------------- /4\ --- 0 I I---- I I RFI - 247 8 I r-- II� I I A7.91 SHEET VAPOR RETARDER BUILDING WRAP WEATHER BARRIER FF-SAM FLASHING BUILDING WRAP TAPE COLD -FORMED METAL STUD FC PANEL SIDING INSECT BAFFLE SHEET METAL FLASHING I L- 3/8 MIN / 12"SEALANT - PER MFR. ' ------ , _- TERMINATION BAR - PER MFR. I I' 24 X 24 PAVERS \^ PEDESTAL Q ' I z ' SEAM PLATE - PER MFR. CCD 005 i z O \ PEDESTAL BASE PAD n s a I o� ' HOT AIR WELD - PER MFR. a L CUT EDGE SEALANT ' LU a 'T — ; I 2X WOOD OVERFRAMING ............................. . RIP TO PROVIDE SLOPE W --� PLYWOOD SLOPED - ....... 3/8 "MIN/12" _ W I W W VERMICULITE FILL CAVITY i SPRAY FOAM INSULATION I U) W J m � LU W I ...................................................................... . Q I 0 i ...................................................................... .. W < : .. .. .. W - -_ .. .. .. .. .. .. .. .. .. .. .. W N t_ a I CCD 005 _ 1 4_2 JOIST - SEE STRUCTURAL FOAM -IN -PLACE INSULATION BACKER ROD & FIRE CAULK EXTEND GYPSUM WALLBOARD TO SEE ASSEMBLIES UNDERSIDE OF ROOF SHEATHING Q ROOF -PARAPET @ 6TH DECK ..J 3" = 1'-0" LEVEL , 9281 , r&�N ,� In ip 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. CD 00 rn z V) 0 o Z z O Ln Ln W 0 Lj z z LL O O o LU � O � � z ON W > v, 00 J CD `� o O oN O � J o CD °* Z N z Q REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 5 03.14.22 CONSTRUCTION SET 03.14.23 RFI - 247 04.07.23 CCD 005 6TH FLOOR DECK D ETAI LS CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 SHEET-NMBER r,GG An 11 C(1D GYTGDI(1D AQUKAPI IGC � TPO -WALL ABOVE V3" = 1'-0" TPO ROOF MEMBRANE FLASHING MR GYPSUM FASTENER PLATE TPO ROOFING HOT AIR WELD CUT EDGE SEALANT 2X NAILERS POLYISO INSULATION (R38c.i.) TPO VAPOR RETARDER PLYWOOD SHEATHING TPO BASE OF P DETAIL 3" = 1'-0" 450 BEND in BUILDING WRAP WEATHER BARRIER BUILDING WRAP TAPE NAILER (BLOCKING) FF-SAM FLASHING INSECT BAFFLE SHEET METAL REGLET FLASHING SHEET METAL DRIP FLASHING SEALANT - PER MFR. TERMINATION BAR - PER MFR. )F HATCH )F HATCH GASKET Q LANT ROOFING TENER ET METAL JNTER-FLASHING SHEATHING JLATED ROOF tB ASSEMBLY MR GYPSUM AT TPO ., WOOD NAILER TPO MEMBRANE - FOR LEVEL BASE FOR CURB ROOI COMPATIBILITY. ADD OVER TOP OF PLYWOOD IF SHEAR WALL. ALIGN BEND WITH FACE OF CLADDING VERIFY 01 450 BEND —/ ARAP ET WALL CD =7 TPO -ROOF HATCH 3" = 1'-0" Vapor retarder SEALANT SHEET METAL FLASHING TPO ROOFING INSECT BAFFLE HT-SAM FLASHING VERTICAL Z FURRING - 3-1 /2", DEPTH MAY VARY - VERIFY WITH ASSEMBLIES BATT INSULATION Q4 PREFABRICATED TRUSS WITH INTEGRAL PARAPET PREFABRICATED TRUSS BLOCKING PANEL, AS REQUIRED BUILDING WRAP WEATHER BARRIER FC PANEL SIDING LU w Ln m W Q w w h TOP OF PARAPET 3 = 1'-0" apor retarder RESSURE TREATED PLYWOC %TT INSULATION 450 BEN[ 1 '-2" ROOF HATCH RUNGS ROOF CURB ASSEMBLY - SEE ROOF DETAIL 7/A7.91 ROOF DRAIN PAN VERIFY SIZE W/ MFR EXTENSION AT OVERFLOW DRAIN ONLY 2" DEEP SUMP TPO ROOFINGG ROOF OVERFLOW 3 4 DRAIN L 4 --- I1039W_T0yalilk [e WOOD BLOCKING Tpo cap sheet Base sheet Vapor retarder 3" 3" :fl m Q TPO -HOT FLUE J 1 1 /2" = 1 '-0" N — — 1/2" m 450 BEND � n FLASHING PROFILE ' v 6" = 1'-0" HVAC EQUIPMENT - SEE MECHANICAL SHEET METAL COPING ROOF c-nVFR BOARD OR MR GYPSUM - AS HIGH -TEMPERATURE SHEATHING REQUIRED PER MFR. HT-SAM FLASHING PRESSURE TREATED WOOD FRAMING I:. = REFER TO PLUMBING FOR PIPE 1 . 1 SIZES Je PLYWOOD - COORDINATE WITH STRUCTURAL HIGH -TEMPERATURE SHEATHING V,-----------------J ---....... . TPO ROOFING LU STEEL LADDER L 10" L - EXTEND TO TOP OF ROOF HATCH OPENING, SEE DETAIL ,U 5 w- - ----- ------ ---------- FACE OF WALL BLOCKING ROOF LADDER @ROOF HATCH ' J 1 1 /2" = 1 '-0" FF-SAM FLASHING 114. 12 1/4" / 12" a - w W- tn - - a _ _ _ - e., In - .4 - a a ,a J Q a - - - - - a FC TRIM / MOLDING p a 0 Q . a SHEET METAL FLASHING inc OLL C wYYTY� 1"450BEND PRESSURE TREATED WOOD FRAMING SAS REQUIRED TO ALIGN WITH INSULATION ..WOOD BEAM '- SEE STRUCTURAL 14 TPO - WOOD CURB 1 1/2" = V-0" ............... HVAC EQUIPMENT - 2" DOWN -LEG ALL SIDES -'SET IN CONTINUOUS BED OF SEALANT MECHANICAL DUCT -'SET IN CONTINUOUS BED PAVERS F a((d a�ccl�clic OF SEALANT ADJUSTABLE PEDESTAL TOP OF CURB SEALANT N TPO ROOFING ? - c'nVFR BOARD IFASTENER TPO VAPOR RETARDER :•• .;_ BACKER ROD INSULATION xI' A SCRIM COAT -------------------------------------------------------- 1 =7 ROOF PARAPET, TYPICAL ' , 3" = 1'-0" 18 DRAIN @ 1 1 /2" = 1 '-0" COURTYARD I� SHEET METAL 450 B COUNTER -FLASHING �,----t------------- 4 LU ROOFING m I N I I HIGH -TEMPERATURE SHEATHING w U) Q LU LU INSULATED ROOF CURB ASSEMBLY WOOD NAILER -LEVEL BASE FOR CURB VAPOR REDARDER 450 BEI 1 Q TPO -INSULATED CURB ' J 1 1 /2" = 1 '-0" PRESSURE TREATED WOOD FRAMING REFER TO PLUMBING FOR DRAIN SIZE DECK CLAMP FOAMED -IN -PLACE INSULATION 2 INCHES THICK INSULATE TOP 5-0" MINIMUM OF ROOF DRAIN PIPE AND OVERFLOW PIPE WITH VAPOR RETARDER SCRIM - SEE PLUMBING OW DRAIN 450 BEND FI #74: Rooftop Mechanical Equipment SEALANT 'IN CONTINUOUS BED OF SEALANT INSULATED ROOF CURB - IN CONTINUOUS BED OF SEALANT SHEET METAL COUNTER -FLASHING SHEET METAL FLASHING 'IN CONTINUOUS BED OF SEALANT - EXTEND BASE PLY 2 INCHES BEHIND SAM BLOCKING FOR FOR FASTENING & MEMBRANE TERMINATIONS FIBERGLASS BATT INSULATION 5/8 INCH GYPSUM WALLBOARD-X - TWO LAYERS HIGH -TEMPERATURE SHEATHING Vapor retarder WOOD BLOCKING 7 n TPO -FAN CURB DETAIL L V 1 1 /2" = 1'-0" 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 N O 00 M z 0 0 (� Z z OL/) V W 0 LL oz z_ 0 2 % Q J LU Of O t n� V > O W J l/) 00 00 8 O N 0 o � O CD Z N = z a� N Q "' o_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 4 01.03.22 Addendum #03 5 03.14.22 CONSTRUCTION SET ROOF DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 TPO ROOFING SHEET METAL FLASHING SHEET METAL CLEAT - INTERMITTENT Q 4 4" 4" TPO ROOFING � SHEET METAL FASCIA w ------ m LL .. SHEET METAL CLEAT CONTINUOUS INSECT BAFFLE SHEET METAL GUTTER INSECT BAFFLE HT-SAM FLASHING PRESSURE TREATED WOOD FRAMING - AS REQUIRED TO ALIGN WITH INSULATION BUILDING WRAP WEATHER BARRIER U) w J m 75 ul ul w w SEE ASSEMBLIES 4" r V17 retarder apo2„ % 1" HEM, 2" BELOW - CV WATER PLANE - En y 450 1/2" UPTURN A m 3" 45° BEND SHEET METAL GUTTER SHEET METAL CLEAT TPO - GUTTER 3" = 1'-0" SHEET METAL COPING r�---- PRESSURE TREATED WOOD 1 FRAMING — — — — — —� COPING PLATES 1 , I� SHEET METAL CLEAT - CONTINUOUS 1 _- INSECT BAFFLE _ I i BUILDING WRAP WEATHER 1 - ' BARRIER Q--- -------- HT-SAM FLASHING ' VERTICAL Z FURRING - PER ASSEMBLIES 1 1 I Ln Ln I �I I 6 w v I� = �I _ ' I� w A7.91 cLn I TPO ROOFING 0 BATT INSULATION Ln m w Ln LU LU 45° BEND I . 1'-2" SEE ASSEMBLIES 711"24455 :12" SLOPE `^ ° BEND 1 a TPO -PARAPET BETWEEN ROOFS Iv 3" = 1'-0" PRESSURE TREATED WOOD FRAMING -'AS REQUIRED TO ALIGN W INSULATION HT-SAM FLASHING Vapor retarder 2 TPO - ELEVATOR ROOF EDGE 3" = 1'-0" SEE®FOR ASSEMBLIES DEMISING WA 1 7 1 1 /2" = 1 '-0" w J m w Ln Q Of O 9 Q w Ln CCD 004 PERPENDICULAR TO TRUSS TPO ROOFING PLYWOOD FLOOR SHEATHING GID INSULATION - ISO 'O VAPOR RETARDER WOOD TRUSS W/ INTEGRATED PARAPET INERAL WOOL FIBERBOARD RE BLOCKING, DR CONTINUOUS 2 HOUR RE RATING 1-HOUR RATED ASSEMBLY 2-HOUR RATED ASSEMBLY �liiZ�lyl►[e V) LU m GID INSULATION - ISO w 'O VAPOR RETARDER "' WOOD TRUSS W/ INTEGRATED PARAPET EXTEND GYPSUM WALLBOARD TO UNDERSIDE OF ROOF SHEATHING 1-HOUR RATED ASSEMBLY 2-HOUR RATED ASSEMBLY 2-H R FIRE BARRIER @ROOF LL @ ROOF TRUSS I V 1 1 /2" = 1'-0" SEE ASSEMBLIES 1 Q SHED ROOF EAVE -SECTION I ow/ 3" = 1'-0" WINEW1. ROOFING AM FLASHING =T METAL FLASHING OCKI NG INSULATION - ISO DOD FLOOR SHEATHING Q 4 TTED INCH GYPSUM WALLBOARD-X ANG WRAP WEATHER BARRIER =LASHING —1.1 CEMENT SOFFIT BOARD 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N O 00 Cr z Ln 0 Z z O V) l/1 W r,J z LL O z O 2 o of z O; LU00 J ro 00 o O oN O o � Oo 4t O Z = N a � N z w Q 0- REVISION DATE REASON FOR ISSUE 2 07.6.21 Addendum #02 4 01.03.22 Addendum #03 03.07.23 CCD 004 ROOF DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 SHEEMMBEIR h AT92 ALIGN BEND WITH FACE OF CLADDING VERIFY m J o 450 BEND L 10 ROOFING OISTURE RESISTANT SHEATHING RE CAULK FEEL DECK SEE STRUCTURAL BEET METAL GUTTER Y INTEGRAL FLASHING NSECT BAFFLE 'RAY APPLIED FIREPROOF MATERIAL RESTOPPING MATERIAL SS BEYOND 3EE STRUCTURAL 'RAY APPLIED FIREPROOF IATERIAL BEYOND SPRAY APPLIED FIREPROOF MATERIAL TO ACHIEVE 3 HR FIRE RATING STEEL MEMBER, SIZING PER STRUCTURAL 6 SHED ROOF @ STEEL BEAM CONNECTION METAL WALL @ METAL DECK ROOF - HEAD STEEL BEAM FIRE PROOFING 3" = 1'-0" 8 3" = 1'-0" 10 3" = 1'-0" �- ------------------------- SEE A0.11 FOR EXTERIOR ASSEMBLIES HSS, SEE STRUCTURAL SPRAY APPLIED FIREPROOF MATERIAL FC WHITE PANEL @ P.T. SLAB HSS @ PT FLOOR 16 3" = 1'-0" 20 3" = 1'-0" 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N O m Ln O 0 � Z z O V) V 1 W z LL o z O 2 � o of o O z Lu00 > J ro 00 0 0 O oN 0 � O = Z ON 4t z � QN Q w a REVISION DATE REASON FOR ISSUE 03.07.23 CCD 004 TYPE I ROOF DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 A7 CCD 004 1 2 3 4 5 6 14'-41/2" 6'-2" .... 13'-0" 18'-6" LEVEL P1 - RCP 1 /8" = 1'-0" 23' - 31 /2" . 27' - 3 1 /2" 13'-83/4" TF-1 Sidewall to ceiling Grille for east electrical control rooms. 10 '12 13 GENERAL NOTES REFLECTED CEILING PLANS 1. REFER TO SHEET AO.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ADJUST LIGHT GAUGE METAL FRAMING SIZE, GAUGE AND SPACING AT SOFFITS AND CEILINGS TO MEET MANUFACTURER'S PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA, AND TO SUPPORT BOTH GR ND LATERAL LOADS. 3. CEILING ANDS EIGHTS ARE MEASURED VERTICALLY FROM THE FINISHED FACE OF CEILING OR 4. LOCATE SPRINKLER HEADS, HVAC GRILL ,TRIM, SMOKE DETECTORS, DAS ANTENNAS, RECESSED LIGHT F XTU ESA D T E EI IN O NTE EVIL S I H C N E O A OU TI A C ILI G TI E 5. ALIGN HVAC GRILLS, DIFFUSERS AND OTHER TRIM WITH SPRINKLER HEADS, SMOKE DETECTORS, SPEAKERS AND OTHER CEILING MOUNTED DEVICES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 6. CENTER LUMINAIRES (OR GROUPS OF LUMINAIRES) WITHIN THE ROOM OR SPACE, AND CENTER FIXTURES WITHIN CEILING TILE PANELS, UNLESS DIMENSIONED OTHERWISE. 7. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD SOFFITS AND CEILINGS AS INDICATED, OR AT MAX 30' ON CENTER EACH WAY IF NOT INDICATED. 8. REFER TO MECHANICAL DRAWINGS FOR VENTING AND DUCTING LOCATIONS. 9. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURES TYPES, LIGHTING SWITCHING LOCATIONS, LOW VOLTAGE DESIGN, AND RECEPTACLE LOCATIONS. 10. FIRE STOP ALL PENETRATIONS THROUGH RATED WALLS AND CEILINGS. PROVIDE FIRE DAMPERS AND/OR FIRE SMOKE DAMPERS AT OPENINGS. REFER TO MECHANICAL DRAWINGS. 11. PROVIDE ACCESS PANELS (FIRE RATED WHERE REQUIRED) AT ALL NECESSARY LOCATIONS. 12. ALL WALLS ARE FULL HEIGHT TO STRUCTURE ABOVE UNLESS OTHERWISE NOTED. PROVIDE FIRE STOPPING AND ACOUSTIC SEALANT AT RATED WALLS. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.01 FOR ADDITIONAL INFORMATION. 13. PROVIDE SEISMIC JOINTS IN ALL CEILINGS AS REQUIRED BY THE MOST STRINGENT APPLICABLE CODE WHETHER INDICATED ON THE DRAWINGS OR NOT. FOR LOCATIONS NOT SHOWN, REVIEW WITH ARCHITECT PRIOR TO INSTALLATION. 14. TYPICAL GYPSUM WALLBOARD ON CEILINGS IS 5/8 INCH UNLESS NOTED OTHERWISE. 15. REFER TO INDIVIDUAL ENLARGED UNIT PLANS FOR CEILING INFORMATION WITHIN RESIDENTIAL UNITS 16. BOTTOM OF PENDANT LIGHT FIXTURES TO BE 80" MIN. A.F.F. FOR HEAD HEIGHT CLEARANCE, UNLESS NOTED OTHERWISE. 17. WALL -MOUNTED SCONES TO BE PROTRUDED 4" MAX. FROM WALL FINISH, UNLESS NOTED OTHERWISE. RCP LEGEND LIGHTING SEMI -FLUSH - RESIDENT 2X2 DIRECT/INDIRECT CORRIDOR 1 ..........................1 PENDANT LINEAR SEMI -FLUSH PENDANT LINEAR PENDANT - MEDIUM PENDANT PENDANT -SPHERE PENDANT - SMALL PENDANT - EXTRA SLIM PENDANT - GLASS RECESSED DOWNLIGHT LINEAR WALL WASHER UNDER CABINET LINEAR COVE LIGHTING ................................ WALL SCONCE VANITY LIGHT CEILINGS ACT-1 24"X24" ACOUSTICAL CEILING TILE TYPE ACT-3 ACOUSTIC CEILING TILE TYPE (CLEAN ROOM) AWP-1 ACOUSTICAL CEILING TILE TYPE (WOOD) EXTERIOR SIDING - WOOD LOOK GYP, WALLCOVERING (WC-13 REFER TO FINISH SCHEDULE GYPSUM BOARD CEILING BOARD INSULATION OPEN TO STRUCTURE T & G SIDING FIRE RATED GYP, PAINTED CHANDELIER 'J SEMI -FLUSH SUSPENDED CURTAIN TRACK -SALON N FEE RA r. :" 9Q81 �0 _. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N O 00 M z V� 0 0 � Z z O V W 0 0 LL oz z_ O > Q J wW of t �� V > z O W > J Vi 00 00 8 O� O N 0 � o O co Z N z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 LEVEL P1 - RCP CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 SHEET NUMBER 184470 A8900 i V n V D EXPOSED CONCRETE @ PARKING GARAGE TO BE PAINTED BLACK 1 2 O3 4 5 6 7 14'-4112" 6'-211 13'-0" 18'-6" 23-31/2" 1 LEVEL 1 -RCP ' 1/8" = 1'-0" 9'-6" .I. `2 6 21. 6 ; .. 3 KEY NOTES OCENTER OVER COUNTER 2O CENTER OVER MAILBOXES GENERAL NOTES REFLECTED CEILING PLANS 1. REFER TO SHEETF0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ADJUST LIGHT GAUGE METAL FRAMING SIZE, GAUGE AND SPACING AT SOFFITS AND CEILINGS TO MEET MANUFACTURER'S PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA, AND TO SUPPORT BOTH GRAVITY AND LATERAL LOADS. 3. CEILING AND SOFFIT HEIGHTS ARE MEASURED VERTICALLY FROM THE FINISHED FACE OF CEILING OR L/ l.. I I !l JI L I I (l LI IV I V I JI V YI 88 9 10 12 Ql 3) 1 G LS, I I L D, Co S, SPEAKERS AND OTHER CEILING MOUNTED DEVICES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 6. CENTER LUMINAIRES (OR GROUPS OF LUMINAIRES) WITHIN THE ROOM OR SPACE, AND CENTER FIXTURES WITHIN CEILING TILE PANELS, UNLESS DIMENSIONED OTHERWISE. 28'-6" 27'-31/2" 13'-83/4" 9'-53/4" 23'-7" 7. PROVIDE CONTROLJOINTS IN GYPSUM WALLBOARD SOFFITS AND CEILINGS AS INDICATED, OR AT MAX i oyj ACT-3 ACOUSTIC CEILING TILE TYPE (CLEAN ROOM) AWP-1 ACOUSTICAL CEILING TILE TYPE (WOOD) EXTERIOR SIDING - WOOD LOOK GYP, WALLCOVERING (WC-13 REFER TO FINISH SCHEDULE GYPSUM BOARD CEILING ` BOARD INSULATION OPEN TO STRUCTURE T & G SIDIN G FIRE RATED GYP, PAINTED .'�Ofl �: d►a111 a�� of ►'�a _ 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N CD 00 z to 0 o Z z O w o z z LL o O o o � � z O LU > 00 J 8 O N oCD J o Oco CD ZCD = N z N Q � Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 08.01.22 RFI - 104 03.07.23 CCD 004 LEVEL 1 - RCP CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 • n n GENERAL NOTES io iREFLECTED CEILING PLANS T Ln M-MEEM ■■■tom ■■■I ■■■�■■■■E-�. ■ i�■1■■■■■■■■■■�■ ■��■■■■i.�0� : ■ENN-low, NEMESES ■■■■■■■■■ ��■■■■I■■■■■I■■■■■■■■■■■� � - LEVEL 2 1 /8" = 1'-0" 1. REFER TO SHEET An UFOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ADJUST LIGHT GAUGE METAL FRAMING SIZE, GAUGE AND SPACING AT SOFFITS AND CEILINGS TO MEET MANUFACTURER'S PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA, AND TO SUPPORT BOTH GRAVITY AND LATERAL LOADS. 5. ALIGN HVAC GRILLS, DIFFUSERS AND OTHER TRIM WITH SPRINKLER HEADS, SMOKE DETECTORS, SPEAKERS AND OTHER CEILING MOUNTED DEVICES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 6. CENTER LUMINAIRES (OR GROUPS OF LUMINAIRES) WITHIN THE ROOM OR SPACE, AND CENTER FIXTURES WITHIN CEILING TILE PANELS, UNLESS DIMENSIONED OTHERWISE. 7. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD SOFFITS AND CEILINGS AS INDICATED, OR AT MAX 30' ON CENTER EACH WAY IF NOT INDICATED. 8. REFER TO MECHANICAL DRAWINGS FOR VENTING AND DUCTING LOCATIONS. 9. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURES TYPES, LIGHTING SWITCHING LOCATIONS, LOW VOLTAGE DESIGN, AND RECEPTACLE LOCATIONS. 10. FIRE STOP ALL PENETRATIONS THROUGH RATED WALLS AND CEILINGS. PROVIDE FIRE DAMPERS AND/OR FIRE SMOKE DAMPERS AT OPENINGS. REFER TO MECHANICAL DRAWINGS. 11. PROVIDE ACCESS PANELS (FIRE RATED WHERE REQUIRED) AT ALL NECESSARY LOCATIONS. 12. ALL WALLS ARE FULL HEIGHT TO STRUCTURE ABOVE UNLESS OTHERWISE NOTED. PROVIDE FIRE STOPPING AND ACOUSTIC SEALANT AT RATED WALLS. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON ®FOR ADDITIONAL INFORMATION. 13. PROVIDE SEISMIC JOINTS IN ALL CEILINGS AS REQUIRED BY THE MOST STRINGENT APPLICABLE CODE WHETHER INDICATED ON THE DRAWINGS OR NOT. FOR LOCATIONS NOT SHOWN, REVIEW WITH ARCHITECT PRIOR TO INSTALLATION. 14. TYPICAL GYPSUM WALLBOARD ON CEILINGS IS 5/8 INCH UNLESS NOTED OTHERWISE. 15. REFER TO INDIVIDUAL ENLARGED UNIT PLANS FOR CEILING INFORMATION WITHIN RESIDENTIAL UNITS 16. BOTTOM OF PENDANT LIGHT FIXTURES TO BE 80" MIN. A.F.F. FOR HEAD HEIGHT CLEARANCE, UNLESS NOTED OTHERWISE. 17. WALL -MOUNTED SCONES TO BE PROTRUDED 4" MAX. FROM WALL FINISH, UNLESS NOTED OTHERWISE. RCP LEGEND LIGHTING 2X2 DIRECT/INDIRECT PENDANT LINEAR PENDANT LINEAR PENDANT- MEDIUM PENDANT PENDANT -SPHERE PENDANT - SMALL PENDANT - EXTRA SLIM PENDANT - GLASS RECESSED DOWNLIGHT LINEAR WALL WASHER UNDER CABINET LINEAR COVE LIGHTING WALL SCONCE VANITY LIGHT CEILINGS ACT-1 24"X24" ACOUSTICAL CEILING TILE TYPE ACT-3 ACOUSTIC CEILING TILE TYPE (CLEAN ROOM) AWP-1 ACOUSTICAL CEILING TILE TYPE (WOOD) EXTERIOR SIDING - WOOD LOOK GYP, WALLCOVERING (WC-13 REFER TO FINISH SCHEDULE GYPSUM BOARD CEILING BOARD INSULATION OPEN TO STRUCTURE T & G SIDING FIRE RATED GYP, PAINTED SEMI -FLUSH - RESIDENT O EJ CORRIDOR SEMI -FLUSH IF CHANDELIER OSEMI -FLUSH O SUSPENDED CURTAIN TRACK -SALON O 0 4 0 0 I l 0 YA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N CD 00 z to 0 C Z z O W 0 0 z z LL O O o O z O LU00 > J 8 O oN J o Oco CD ZCD N z Q N w Q 0- REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 C 02.08.22 City Comments #03 12.30.22 CCD 003 GENERAL NOTES REFLECTED CEILING PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ADJUST LIGHT GAUGE METAL FRAMING SIZE, GAUGE AND SPACING AT SOFFITS AND CEILINGS TO MEET MANUFACTURER'S PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA, AND TO SUPPORT BOTH GRAVITY AND LATERAL LOADS. CEILING AND SOFFIT HEIGHTS ARE MEASURED VERTICALLY FROM THE FINISHED FACE OF CEILING OR SOFFIT TO FLOOR LEVEL, UNLESS NOTED OTHERWISE. 4. LOCATE SPRINKLER HEADS, HVAC GRILLS, TRIM, SMOKE DETECTORS, DAS ANTENNAS, RECESSED LIGHT FIXTURES AND OTHER CEILING MOUNTED DEVICES IN THE CENTER OF ACOUSTICAL CEILING TILES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 1 2 3 O4 5 6 7 8 9 10 12 13 5. ALIGN HVAC GRILLS, DIFFUSERS AND OTHER TRIM WITH SPRINKLER HEADS, SMOKE DETECTORS, SPEAKERS AND OTHER CEILING MOUNTED DEVICES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 6. CENTER LUMINAIRES (OR GROUPS OF LUMINAIRES) WITHIN THE ROOM OR SPACE, AND CENTER FIXTURES WITHIN CEILING TILE PANELS, UNLESS DIMENSIONED OTHERWISE. 7. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD SOFFITS AND CEILINGS AS INDICATED, OR AT MAX 30' ON CENTER EACH WAY IF NOT INDICATED. 8. REFER TO MECHANICAL DRAWINGS FOR VENTING AND DUCTING LOCATIONS. 9. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURES TYPES, LIGHTING SWITCHING LOCATIONS, LOW VOLTAGE DESIGN, AND RECEPTACLE LOCATIONS. 10. FIRE STOP ALL PENETRATIONS THROUGH RATED WALLS AND CEILINGS. PROVIDE FIRE DAMPERS AND/OR FIRE SMOKE DAMPERS AT OPENINGS. REFER TO MECHANICAL DRAWINGS. 11. PROVIDE ACCESS PANELS (FIRE RATED WHERE REQUIRED) AT ALL NECESSARY LOCATIONS. 12. ALL WALLS ARE FULL HEIGHT TO STRUCTURE ABOVE UNLESS OTHERWISE NOTED. PROVIDE FIRE STOPPING AND ACOUSTIC SEALANT AT RATED WALLS. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.01 FOR ADDITIONAL INFORMATION. 13. PROVIDE SEISMIC JOINTS IN ALL CEILINGS AS REQUIRED BY THE MOST STRINGENT APPLICABLE CODE WHETHER INDICATED ON THE DRAWINGS OR NOT. FOR LOCATIONS NOT SHOWN, REVIEW WITH ARCHITECT PRIOR TO INSTALLATION. 14. TYPICAL GYPSUM WALLBOARD ON CEILINGS IS 5/8 INCH UNLESS NOTED OTHERWISE. 14'-41/2" 1 6'-2" 1 13'-0" 18'-6" 1 23'-31/2" 28'-6" 27'-31/2" 1 13'-83/4" 1 9'-53/4" 1 23'-7" 15. REFER TO INDIVIDUAL ENLARGED UNIT PLANS FOR CEILING INFORMATION WITHIN RESIDENTIAL UNITS 16. BOTTOM OF PENDANT LIGHT FIXTURES TO BE 80" MIN. A.F.F. FOR HEAD HEIGHT CLEARANCE, UNLESS C NOTED OTHERWISE. 17. WALL -MOUNTED SCONES TO BE PROTRUDED 4" MAX. FROM WALL FINISH, UNLESS NOTED OTHERWISE.. A LE RCP END G . 1 - - 0 - , O. LIGHTING IL- 3 C SEMI -FLUSH - RESIDENT . ✓'=� 2X2 DIRECT/INDIRECT '. RRID R O O 1= CORRIDOR O� ..... L-B6 - - IL-B1 - - IL-B1 - 310 C: ._, - 0 o 316 3 14 o - 312 308 1 r • •., ,. I PENDANT LINEAR SEMI -FLUSH ------- _ +.� G:. PENDANT LINEAR — - - r I •L• o - O =0: • O' CHANDELIER i�. a - - �O _ - 3' - - PENDANT MEDIUM n - � r, r r, 8'-2" 7 -10 8 0 TY a PENDANT 4 o o 0 0 0 0 _ O 10 A11.09 ❑o � SEMI -FLUSH Ti I D PENDANT -SPHERE �: - EF.: _ - STO R. EE Q N :Q' i - pp CY I -t• 'I'• A 7 - 10" 1 - PENDANT- SMALL SUSPENDED CURTAIN 0 O`. . -- - � 8 0 TRACK SALON ` 3 _ TYP 3004 E - - - w �O P-4 } 0 o A11 n9 _ PENDANT EXTRA SLIM 0 - ELEV. WAITING IL- 1 h - 0 3000 ;'. a a PENDANT GLASS 4 AV r L-C4 I L-B7 MIAN "' O 313 311 EQ 15'-4" EQ I L-A1 OF W I 304 O RECESSED DOWNLIGHT - -� — - � ❑0 8' _ 011 3006 O 8' _ o1r ELEC/IDF LINEAR WALL WASHER I ❑ ° IL-B2 +DEN I I I 3002 m O o IL -A UNDER CABINET LINEAR — �23 — — — F------- 322 e' •' � - y 4 ' - ' RFI #347 Lighting Layou - TRASH rF] '? O COVE LIGHTING — — — o I L-Al 11 - 7' 10" 7' 10" G, WALL SCONCE I 1 .•h• I I I „ VANITY LIGHT „ CEILINGS ACT-1 24"X24" ACOUSTICAL CEILING TILE TYPE ACT-3 ACOUSTIC CEILING TILE TYPE (CLEAN ROOM) AWP-1 ACOUSTICAL CEILING TILE TYPE (WOOD) EXTERIOR SIDING - WOOD LOOK C'4 GYP, WALLCOVERING (WC-13 REFER TO FINISH SCHEDULE GYPSUM BOARD CEILING L BOARD INSULATION I OPEN TO STRUCTURE T & G SIDING FIRE RATED GYP, PAINTED 1 LEVEL 3 -RCP ' 1 /8" = 1 '-0" 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. (V m O Z z O v) V W 0 0 LL oz z_ O > Q J wW of t �'� V > z O W > J Vi 00 C) o O� O N O 1 o 0 co = O Z N � z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 C 02.08.22 City Comments #03 LEVEL 3 - RCP CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 SHEET NUMBER 184470 A8903 GENERAL NOTES REFLECTED CEILING PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ADJUST LIGHT GAUGE METAL FRAMING SIZE, GAUGE AND SPACING AT SOFFITS AND CEILINGS TO MEET MANUFACTURER'S PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA, AND TO SUPPORT BOTH GRAVITY AND LATERAL LOADS. CEILING AND SOFFIT HEIGHTS ARE MEASURED VERTICALLY FROM THE FINISHED FACE OF CEILING OR FFITTO FLOOR LEVEL, UNLESS NOTED OTHERWISE. 4. CATE SPRINKLER HEADS, HVAC GRILLS, TRIM, SMOKE DETECTORS, DAS ANTENNAS, RECESSED LIGHT TURES AND OTHER CEILING MOUNTED DEVICES IN THE CENTER OF ACOUSTICAL CEILING TILES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 5. ALIGN HVAC GRILLS, DIFFUSERS AND OTHER TRIM WITH SPRINKLER HEADS, SMOKE DETECTORS, SPEAKERS AND OTHER CEILING MOUNTED DEVICES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 6. CENTER LUMINAIRES (OR GROUPS OF LUMINAIRES) WITHIN THE ROOM OR SPACE, AND CENTER FIXTURES WITHIN CEILING TILE PANELS, UNLESS DIMENSIONED OTHERWISE. 7. PROVIDE CONTROLJOINTS IN GYPSUM WALLBOARD SOFFITS AND CEILINGS AS INDICATED, OR AT MAX 30' ON CENTER EACH WAY IF NOT INDICATED. 8. REFER TO MECHANICAL DRAWINGS FOR VENTING AND DUCTING LOCATIONS. 9. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURES TYPES, LIGHTING SWITCHING LOCATIONS, LOW VOLTAGE DESIGN, AND RECEPTACLE LOCATIONS. 10. FIRE STOP ALL PENETRATIONS THROUGH RATED WALLS AND CEILINGS. PROVIDE FIRE DAMPERS AND/OR FIRE SMOKE DAMPERS AT OPENINGS. REFER TO MECHANICAL DRAWINGS. 11. PROVIDE ACCESS PANELS (FIRE RATED WHERE REQUIRED) AT ALL NECESSARY LOCATIONS. 12. ALL WALLS ARE FULL HEIGHT TO STRUCTURE ABOVE UNLESS OTHERWISE NOTED. PROVIDE FIRE STOPPING AND ACOUSTIC SEALANT AT RATED WALLS. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.01 FOR ADDITIONAL INFORMATION. 13. PROVIDE SEISMIC JOINTS IN ALL CEILINGS AS REQUIRED BY THE MOST STRINGENT APPLICABLE CODE WHETHER INDICATED ON THE DRAWINGS OR NOT. FOR LOCATIONS NOT SHOWN, REVIEW WITH ARCHITECT PRIOR TO INSTALLATION. 14. TYPICAL GYPSUM WALLBOARD ON CEILINGS IS 5/8 INCH UNLESS NOTED OTHERWISE. 15. REFER TO INDIVIDUAL ENLARGED UNIT PLANS FOR CEILING INFORMATION WITHIN RESIDENTIAL UNITS 16. BOTTOM OF PENDANT LIGHT FIXTURES TO BE 80" MIN. A.F.F. FOR HEAD HEIGHT CLEARANCE, UNLESS NOTED OTHERWISE. I 17. WALL -MOUNTED SCONES TO BE PROTRUDED 4" MAX. FROM WALL FINISH, UNLESS NOTED OTHERWISE. RCP LEGEND LIGHTING $ SEMI -FLUSH -RESIDENT 2X2 DIRECT/INDIRECT CORRIDOR ;;--; PENDANT LINEAR SEMI -FLUSH ------------------------ PENDANT LINEAR CHANDELIER�X: PENDANT - MEDIUM . 1, PENDANT {�} f SEMI -FLUSH PENDANT -SPHERE PENDANT - SMALL SUSPENDED CURTAIN _ TRACK -SALON PENDANT - EXTRA SLIM PENDANT - GLASS O 4 RECESSED DOWNLIGHT LINEAR WALL WASHER 0 UNDER CABINET LINEAR COVE LIGHTING — — — WALL SCONCE O VANITY LIGHT — _ -- CEILINGS ACT-1 24"X24" ACOUSTICAL CEILING TILE TYPE H ACT-3 ACOUSTIC CEILING TILE TYPE (CLEAN ROOM) J \ m / LEVEL 4 - RCP 1/8" = 1'-0" AWP-1 ACOUSTICAL CEILING TILE TYPE (WOOD) EXTERIOR SIDING - WOOD LOOK GYP, WALLCOVERING (WC-13 REFER TO FINISH SCHEDULE GYPSUM BOARD CEILING BOARD INSULATION OPEN TO STRUCTURE T & G SIDING FIRE RATED GYP, PAINTED 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. Q0 (V O 00 M z V� 0 0 � Z z O V W 0 0 LL oz z_ O Q J wW of t �'� V > z O W > J 00 C) 8 O� O N 0 o � o O co Z N z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 C 02.08.22 City Comments #03 LEVEL 4 - RCP CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 SHEET NUMBER 184470 A8.04 GENERAL NOTES REFLECTED CEILING PLANS 1. REFER TO SHEET AO-01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ADJUST LIGHT GAUGE METAL FRAMING SIZE, GAUGE AND SPACING AT SOFFITS AND CEILINGS TO MEET MANUFACTURER'S PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA, AND TO SUPPORT BOTH 2 3 4 5 6 7 8 9 10 12 13 GRAVITY AND LATERAL LOADS. CEILING AND SOFFIT HEIGHTS ARE MEASURED VERTICALLY FROM THE FINISHED FACE OF CEILING OR SOFFIT TO FLOOR LEVEL, UNLESS NOTED OTHERWISE. 4. LOCATE SPRINKLER HEADS, HVAC GRILLS, TRIM, SMOKE DETECTORS, DAS ANTENNAS, RECESSED LIGHT FIXTURES AND OTHER CEILING MOUNTED DEVICES IN THE CENTER OF ACOUSTICAL CEILING TILES 14' 41/2" 6 2 13' 0" 18' 6" 23' 31/2" 28' 6" 27' 31/2" 13 - 83/4 9'- 53/4 23' 7" EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 5. ALIGN HVAC GRILLS, DIFFUSERS AND OTHER TRIM WITH SPRINKLER HEADS, SMOKE DETECTORS, SPEAKERS AND OTHER CEILING MOUNTED DEVICES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 6. CENTER LUMINAIRES (OR GROUPS OF LUMINAIRES) WITHIN THE ROOM OR SPACE, AND CENTER FIXTURES WITHIN CEILING TILE PANELS, UNLESS DIMENSIONED OTHERWISE. 7. PROVIDE CONTROLJOINTS IN GYPSUM WALLBOARD SOFFITS AND CEILINGS AS INDICATED, OR AT MAX 30' ON CENTER EACH WAY IF NOT INDICATED. 8. REFER TO MECHANICAL DRAWINGS FOR VENTING AND DUCTING LOCATIONS. 9. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURES TYPES, LIGHTING SWITCHING LOCATIONS, LOW VOLTAGE DESIGN, AND RECEPTACLE LOCATIONS. 10. FIRE STOP ALL PENETRATIONS THROUGH RATED WALLS AND CEILINGS. PROVIDE FIRE DAMPERS AND/OR FIRE SMOKE DAMPERS AT OPENINGS. REFER TO MECHANICAL DRAWINGS. 11. PROVIDE ACCESS PANELS (FIRE RATED WHERE REQUIRED) AT ALL NECESSARY LOCATIONS. 12. ALL WALLS ARE FULL HEIGHT TO STRUCTURE ABOVE UNLESS OTHERWISE NOTED. PROVIDE FIRE STOPPING AND ACOUSTIC SEALANT AT RATED WALLS. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON M-01 FOR ADDITIONAL INFORMATION. 13. PROVIDE SEISMIC JOINTS IN ALL CEILINGS AS REQUIRED BY THE MOST STRINGENT APPLICABLE CODE WHETHER INDICATED ON THE DRAWINGS OR NOT. FOR LOCATIONS NOT SHOWN, REVIEW WITH A ARCHITECT PRIOR TO INSTALLATION. 14. TYPICAL GYPSUM WALLBOARD ON CEILINGS IS 5/8 INCH UNLESS NOTED OTHERWISE. 15. REFER TO INDIVIDUAL ENLARGED UNIT PLANS FOR CEILING INFORMATION WITHIN RESIDENTIAL UNITS 16. BOTTOM OF PENDANT LIGHT FIXTURES TO BE 80" MIN. A.F.F. FOR HEAD HEIGHT CLEARANCE, UNLESS NOTED OTHERWISE. is J 17. WALL -MOUNTED SCONES TO BE PROTRUDED 4" MAX. FROM WALL FINISH, UNLESS NOTED OTHERWISE. RCP LEGEND LIGHTING SEMI -FLUSH - RESIDENT'' 2X2 DIRECT/INDIRECT " CORRIDOR � PENDANT LINEAR SEMI-FLUSH----------------------------------- r t t' PENDANT LINEARL'"_= CHANDELIER . PENDANT -MEDIUM ]1 PENDANT D -' SEMI -FLUSH \,,''..• PENDANT -SPHERE O PENDANT - SMALL SUSPENDED CURTAIN TRACK -SALON PENDANT - EXTRA SLIM '10 PENDANT - GLASS O 4 F ) RECESSED DOWNLIGHT 0 LINEAR WALL WASHER UNDER CABINET LINEAR G COVE LIGHTING — — — WALL SCONCE O VANITY LIGHT —_— CEILINGS ACT-1 24"X24" ACOUSTICAL CEILING TILE TYPE O O D 1 LEVEL 5 -RCP ' 1/8" = 1'-0" ACT-3 ACOUSTIC CEILING TILE TYPE (CLEAN ROOM) AWP-1 ACOUSTICAL CEILING TILE TYPE (WOOD) EXTERIOR SIDING - WOOD LOOK GYP, WALLCOVERING (WC-13 REFER TO FINISH SCHEDULE GYPSUM BOARD CEILING BOARD INSULATION _ OPEN TO STRUCTURE T & G SIDING FIRE RATED GYP, PAINTED 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. (V O 00 M z V� 0 0 � Z z O V W 0 0 LL oz z_ O > Q J wW of O V > O W > J ro v� 00 C) 8 O� O N 0 o � O co Z N z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 C 02.08.22 City Comments #03 LEVEL 5 - RCP CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 SHEET NUMBER 184470 A8905 GENERAL NOTES REFLECTED CEILING PLANS 1. REFER TO SHEET au-n1 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ADJUST LIGHT GAUGE METAL FRAMING SIZE, GAUGE AND SPACING AT SOFFITS AND CEILINGS TO MEET MANUFACTURER'S PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA, AND TO SUPPORT BOTH GRAVITY AND LATERAL LOADS. CEILING AND SOFFIT HEIGHTS ARE MEASURED VERTICALLY FROM THE FINISHED FACE OF CEILING OR 0FFITTO FLOOR LEVEL, UNLESS NOTED OTHERWISE. 4. CATE SPRINKLER HEADS, HVAC GRILLS, TRIM, SMOKE DETECTORS, DAS ANTENNAS, RECESSED LIGHT XTURES AND OTHER CEILING MOUNTED DEVICES IN THE CENTER OF ACOUSTICAL CEILING TILES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 5. ALIGN HVAC GRILLS, DIFFUSERS AND OTHER TRIM WITH SPRINKLER HEADS, SMOKE DETECTORS, SPEAKERS AND OTHER CEILING MOUNTED DEVICES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 6. CENTER LUMINAIRES (OR GROUPS OF LUMINAIRES) WITHIN THE ROOM OR SPACE, AND CENTER FIXTURES WITHIN CEILING TILE PANELS, UNLESS DIMENSIONED OTHERWISE. 7. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD SOFFITS AND CEILINGS AS INDICATED, OR AT MAX 30' ON CENTER EACH WAY IF NOT INDICATED. 8. REFER TO MECHANICAL DRAWINGS FOR VENTING AND DUCTING LOCATIONS. 9. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURES TYPES, LIGHTING SWITCHING LOCATIONS, LOW VOLTAGE DESIGN, AND RECEPTACLE LOCATIONS. 10. FIRE STOP ALL PENETRATIONS THROUGH RATED WALLS AND CEILINGS. PROVIDE FIRE DAMPERS AND/OR FIRE SMOKE DAMPERS AT OPENINGS. REFER TO MECHANICAL DRAWINGS. 11. PROVIDE ACCESS PANELS (FIRE RATED WHERE REQUIRED) AT ALL NECESSARY LOCATIONS. 12. ALL WALLS ARE FULL HEIGHT TO STRUCTURE ABOVE UNLESS OTHERWISE NOTED. PROVIDE FIRE STOPPING AND ACOUSTIC SEALANT AT RATED WALLS. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON ®FOR ADDITIONAL INFORMATION. 13. PROVIDE SEISMIC JOINTS IN ALL CEILINGS AS REQUIRED BY THE MOST STRINGENT APPLICABLE CODE WHETHER INDICATED ON THE DRAWINGS OR NOT. FOR LOCATIONS NOT SHOWN, REVIEW WITH ARCHITECT PRIOR TO INSTALLATION. 14. TYPICAL GYPSUM WALLBOARD ON CEILINGS IS 5/8 INCH UNLESS NOTED OTHERWISE. 15. REFER TO INDIVIDUAL ENLARGED UNIT PLANS FOR CEILING INFORMATION WITHIN RESIDENTIAL UNITS 16. BOTTOM OF PENDANT LIGHT FIXTURES TO BE 80" MIN. A.F.F. FOR HEAD HEIGHT CLEARANCE, UNLESS . NOTED OTHERWISE. 17. WALL -MOUNTED SCONES TO BE PROTRUDED 4" MAX. FROM WALL FINISH, UNLESS NOTED OTHERWISE... ' RCP LEGEND LIGHTING ------------- SEMI-FLUSH -RESIDENT 2X2 DIRECT/INDIRECT CORRIDOR ice ........::..:.: !i __.............................. --•. PENDANT LINEAR SEMI -FLUSH t PENDANT LINEAR CHANDELIER ✓`ty„ PENDANT- MEDIUM .. if PENDANT SEMI -FLUSH O PENDANT SPHERE ........................ ...................... ..... } .......... PENDANT SMALL— SUSPENDED CURTAIN OE TRACK -SALON PENDANT - EXTRA SLIM C PENDANT - GLASS O 4 RECESSED DOWNLIGHT -1 LINEAR WALL WASHER 101 I L-/H I( I Y f t 603LL® 0 u, :�. �L `6 a - o 0 - _\ UL 1 LEVEL 6 -RCP ' 1 /8" = 1 '-0" UNDER CABINET LINEAR COVE LIGHTING WALL SCONCE VANITY LIGHT CEILINGS ACT-1 24"X24" ACOUSTICAL CEILING TILE TYPE ACT-3 ACOUSTIC CEILING TILE TYPE (CLEAN ROOM) AWP-1 ACOUSTICAL CEILING TILE TYPE (WOOD) EXTERIOR SIDING - WOOD LOOK GYP, WALLCOVERING (WC-13 REFER TO FINISH SCHEDULE GYPSUM BOARD CEILING BOARD INSULATION OPEN TO STRUCTURE T & G SIDING FIRE RATED GYP, PAINTED l OF YA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N O 00 z to 0 0 z Z - OLf) Q 0 vi w z z LL o OJ o o � � z 0 > v00 J CD o O N O CD J o 0 C:) _ Z N z N Q � Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 LEVEL 6 - RCP CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER A8.06 GENERAL NOTES - FINISH PLANS 1. REFER TO SHEET'A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 4. PROVIDE CEMENT BOARD AT ALL FULL HEIGHT TILE LOCATIONS. 5. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 6. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. Q\7. COORDINATE FLOOR OUTLET LOCATIONS WITH ARCHITECT. 4 LEVEL P1 - FINISH PLAN 1/8" = 1' 0" PROJECT 9Q81 .'.rOfl a't OF Vial 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N O 00 M z to 0 0 � Z z O � Q l0 w o z z LL O OJ o O � � z 0 > n00 J CD 8 O N O CD J o 0 = O Z N z Of N Q � Q w REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 PARKING LEVEL 1 - FINISH PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 "A *REVISED PLAN TO ONLY SHOW WHAT IS WITHIN THE BUILDING FOOTPRINT GENERAL NOTES - FINISH PLANS 1. REFER TO SHEET An_n1 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 4. PROVIDE CEMENT BOARD AT ALL FULL HEIGHT TILE LOCATIONS. 5. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 6. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. Q\7. COORDINATE FLOOR OUTLET LOCATIONS WITH ARCHITECT. 4 LEVEL 1 - FINISH PLAN 1/8" = 1'-0" PROJECT 9Q81 aItOFVA - y 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. O fV O 00 M z V� 0 0 � Z z O 0 V W M 0 LL O z O > Q J � w of 0 z O LU00 ; J C) 8 O� O N J o Oco Z cv z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 B 12.18.21 City Comments #02 4 01.03.22 Addendum #03 LEVEL 1 - FINISH PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 LEVEL 2 - FINISH PLAN PROJECT 1 /8" = 1 '-0" GENERAL NOTES - FINISH PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 4. PROVIDE CEMENT BOARD AT ALL FULL HEIGHT TILE LOCATIONS. 5. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 6. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. Q\7. COORDINATE FLOOR OUTLET LOCATIONS WITH ARCHITECT. 4 9e2281 to oil • • 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. O fV O 00 M z V� 0 0 � Z z O 0 V W M 0 LL O z O > Q J � w of 0 z O LU00 ; J C) 8 O� O N J o o Oco Z cv z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 LEVEL 2 - FINISH PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 GENERAL NOTES - FINISH PLANS 1. REFER TO SHEET A0.0 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 4. PROVIDE CEMENT BOARD AT ALL FULL HEIGHT TILE LOCATIONS. S. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 6. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. Q` 7 LEVEL 3 - FINISH PLAN 1/8" = 1'-01, COORDINATE FLOOR OUTLET LOCATIONS WITH ARCHITECT. i/ 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. O fV O 00 m z V� 0 0 � Z z O 0 V W M 0 LL O z O > Q J � w of 0 z O Lu00 ; J C) 8 O� O N J o Oco o Z cv z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 LEVEL 3 - FINISH PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 GENERAL NOTES - FINISH PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 4. PROVIDE CEMENT BOARD AT ALL FULL HEIGHT TILE LOCATIONS. S. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 6. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. Q` 7. COORDINATE FLOOR OUTLET LOCATIONS WITH ARCHITECT. 4 LEVEL 4 -FINISH PLAN (LEVEL 5 SIMILAR) 1/8" = 1'-0" i/ .'won ►;� am aItOFVA _. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. O fV O 00 m z V� 0 0 � Z z O 0 V W M 0 LL O z O > Q J � w of 0 z O Lu00 ; J C) 8 O� O N J o Oco o Z cv z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 LEVEL 4 & 5 - FINISH PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 GENERAL NOTES - FINISH PLANS 1. REFER TO SHEET AO.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 4. PROVIDE CEMENT BOARD AT ALL FULL HEIGHT TILE LOCATIONS. 5. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 6. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. 0\7. COORDINATE FLOOR OUTLET LOCATIONS WITH ARCHITECT. 4 LEVEL 6 - FINISH PLAN 1 /8" = 1'-01, i/ am 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. O fV O 00 m z V� 0 0 � Z z O 0 V W M 0 LL O z O > Q J � w of 0 z O Lu00 ; J C) 8 O� O N J o Oco o Z cv z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 LEVEL 6 - FINISH PLANS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 ROLLER SHADE SOFFIT; PAINTED TO MATCH CEILING AT ALL EXPOSED FACES, TYP. FORSHAY METAL SHELVING UNIT PAINT P-22 TRIM PAINT P-22 WOOD BASE U � 1001 GREAT ROOM ' 3/8" = 1'-0" QUARTZ PRIVACY PANEL & SURROUI 3 1001 RECEP - NORTH 3/8" = 1'-0" =7 1003 MAIL -NORTH 3/8" PENDANT QUARTZ COUNTER W/ CONCEALED LED STRIP LIGHTING STAINED WOOD PAINT BASE WOOD CASEWORK 4 1001 RECEP -EAST. 3/8" = 1'-0" PENDANT FIXTURES GENERAL PAINT TRIM ACCENT PAINT P-3, TYP. f-ENIEDAI DAINIT 4Q ACCEN PAI N PACKAGE LOCKERS AS SCHEDULED c Q 1003 MAIL -EAST v 3/8" !-CnICnAI nAIAIT DES, TYP. PENDANT FIXTURES ITS MA GENERAL PAINT, ALL SIDES MAILBOX RECEPTACLES PER SPEC BASE PENDANT QUARTZ PRIVACY PANEL & SURROUND QUARTZ COUNTER W/ CONCEALED LED STRIP LIGHTING PAINT STAINED WOOD WOOD CASEWORK WALLCOVERING ACCENT PAINT, TYP A PACKAGE LOCKERS PER SPEC ACCENT PAINT P-3 QUARTZ COUNTER AND BACKSPLASH METAL GROMMET TRASH SLOT WOOD CASEWORK, LOCKABLE BASE r C, 4'-6" 4'- 8" 36" MIN PER ICC 904.3.1 1001 RECEPTION -SOUTH 3/8" = 1 '-0" 5 1001 LOGO WALL - SOUTH 3/8" = 1 '-0" Q 1003 MAIL -WEST WALL 1003 MAIL - EAST ISLAND 1003 MAIL - SOUTH 1003 MAIL - SOUTH WALL 3/8" = 1'-0" 12 3/8" = V-0" 13 3/8" = 1'-0" J 3/8" WALLCOVERING TRIM ACCENT PAINT MAIL RECEPTACLES AS SCHEDULED BASE PENDANTS IUARTZ PRIVACY ANEL & OUNTER TOP TAINED WOOD GENERAL NOTES - INTERIOR ELEVATIONS 1. REFER TO SHEET®FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. Q\ 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. PROVIDE METAL SCHLUTER STRIP ATALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. 4. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 5. PROVIDE CONTROL JOINTS AS INDICATED AND AS SPECIFIED. SEE A0.21 FOR CONTROL JOINTS AT FIRE RATED WALLS. 6. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 7. PROVIDE BLOCKING FOR GRAB BARS AS INDICATED. 8. SEE A5.01 AND A5.02 FOR TYPICAL ACCESSIBILITY CLEARANCES, MOUNTING HEIGHTS, AND LOCATION FOR BLOCKING AT GRAB BARS. n5 A11.05 FILLER PANEL 3' 5" 7�3'-0" T-5' 2'-911 FILLER PANEL WOOD TRIM (3) EQ SECTIONS (2) EQ SECTIONS (3) EQ SECTIONS (2) EQ SECTIONS PAINT ACCENT PAINT PLAM \ CASEWORK C> I PAINT C? I PLAM 'vI COUNTER o zz PLAM N Z X CASEWORK BASE AS SCHEDULED RUBBER BASE FILLER PANEL 2'- 2" 1' 3" T - 0" 2'- 5" 1' - 0" VERIFY MANF. 5 7 4 11 3 Al 1.04 Al 1.04 Al 1.04 Al 1.04 6 1019 EMPLOYEE -WEST 3/8" = 1'-0" WALLCOVERING TRIM ACCENT PAINT MAIL RECEPTACLES x 2 BASE o � n 1003 MAIL -WEST ISLAND ' v 3/8" \T-14ACCENT TILE \T-12FIELD TILE / \ � Al Q ASI 001 I I TYP 6 A11 nR 1 A 1004 ELEV LOBBY -SOUTH ' 3/8" = 1 '-0" �17nsA1/ 4 T-12 TILE BASE TRIM, FINISH AT ALLEXPOSED SIDES, TYP. PAINT BASE 9Q81 .'.rOfl 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC * Review is for clouded, identified revisions only. Reference originally approved drawings. N O 00 z Ln 0 0 Z z O V) 0 V W �J z LL O z z O2 C) z O; LU00 00 J r 8 0 oN O O � l- I O 4t Z N z a� a N Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 5 03.14.22 CONSTRUCTION SET 06.22.22 AS1001 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT INTERIOR ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 QUARTZ W/ MITERED WATERFALL EDGE QUARTZ SUR WITH MITERE QUARTZ COU BACKSPLAS MITERE a PAI NT 'ENDANT QUARTZ SURROUND; kLIGN HEIGHT WITH kDJACENT BAKERY CASE QUARTZ SURROUND W/ MITERED EDGES oLU c OPEN TO BEYOND OPEN TO BEYOND D QUARTZ COUNTER / QUARTZ COUNTER U. L.L. / & WATERFALL EDGE o - � QUARTZ WALL CAP o 0 / _ WALLCOVERING WC-14, TYP. m DECORATIVE TILE TRIM m o _ T-11, TYP. - �0 1° TILE T-15, TYP. N TILE BASE T-15a, TYP. v 4'-0 3/811 51-011.. . BASE n106 ACCESSIBLE 6 7 COUNTER AREA Al 1 .06 Al 1 .06 1002 BISTRO -W EST 1002 BISTRO - NORTH 3/8" = 1'-011 3/8" = 1'-01, ................ "CNDANT ....................... 14 Al 1.09 CENT PAINT P-20........ 4 �� 7 1002 BISTRO SERVICE - SOUTH 3/8" = 1'-011 n5 Al 1 _n5 FILLER PANEL 5' - 6" FILLER PANEL (4) EO SECTIONS PAINT PLAM CASEWORK PAINT QUARTZ COUNTERTOP, BACKSPLASH, AND SIDE SPLASHES PULL OUT TRASH AND RECYCLING PLAM CASEWORK WOOD BASE FILLER PANEL 4'- 2" 1' - 3" FILLER PANEL (3) EQ SECTIONS 10 7 All_n4 Al1_n4 10 1021 AD M I N - SOUTH 3/8" = 1'-0" 8 1002 BISTRO SERVICE - WEST 3/8" = 1'-01, PAI NT WOOD FLOATING FOSHAY METAL SHELF SHELVES ACCENT PAINT P-20 ACCENT PAINT P-22 TRIM .E JARTZ iUNTER AND IVACY PANEL ACCENT PAINT P-20 GATE DOOR bA�t 3 - v L i 1002 BISTRO SERVICE - NORTH 1002 BISTRO SERVICE - EAST 3/8" = 1'-01, 3/8" = 1'-01, 4 i-vn %ninnnnrn /-'/l1 1 1nnn1 3 GYP WRAPPED COLUMN W/ P-15 AT ALL FACES, TYP. GENERAL PAINT PAPER TOWEL QUARTZ DISPENSER SHROUD WITH QUARTZ MITERED EDGES WALL CAP QUARTZ COUNTER GENERAL NOTES - INTERIOR ELEVATIONS 1. REFER TO SHEET AO.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. Qx 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. 4. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 5. PROVIDE CONTROL JOINTS AS INDICATED AND AS SPECIFIED. SEE AO.21 FOR CONTROL JOINTS AT FIRE RATED WALLS. 6. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 7. PROVIDE BLOCKING FOR GRAB BARS AS INDICATED. 8. SEE AS_01 AND AS.02 FOR TYPICAL ACCESSIBILITY CLEARANCES, MOUNTING HEIGHTS, AND LOCATION FOR BLOCKING AT GRAB BARS. QUARTZ SURROUND -1-11 RAI-171- 17 -- WOOD BASE ACCENT PAINT P-22 FII �RFI #103: Countertop for GL650 UC induction ranges �Q cn cn 'ENDANT QUARTZ COUNTER WITH MITERED WATERFALL EDGE PLAM CASEWORK 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. fV O 00 M z 0 Z z O L/) 0 V W M 0 LL O z 0 > Q J wW of t �'� V > z O LU > J 00 00 8 0� O N J o O Z cv z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 INTERIOR ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 SHEET NUMBER 184470 h Al 0902 FORSHAY METAL SHELVES. PAINT TRIM PAINT PAI NT SOLID WOOD PORTAL o - 0 I.o I I i 4 X1(' OPEN TO BEYOND 15 Al1.08 N 14 Al 1.08 IlA II�IT .. . OORDINATE =HITECT A I F -L-1 I F F--1 LU ..' ........... ...... ............ LL O / ... CV 3 ^ 0 O / \ l0 i \ 0 L SHIPLAP BASE 11 SHIPLAP TO RETURN TO GYP BASE AS SCHEDULED WALL; MITER EXTERIOR CORNERS 1007 DINING - SOUTH 3/8" = 1'-01, PAINT WALL -HUNG LAVATORY TILE BASE Q 1019A RR -EAST v3/8" = 11-01, PAI NT TILE BASE 9 1019A RR - SOUTH 3/8" = 1 '-011 4 1006 WO M 3/8" = 1 '-011 TILE BASEQ ACCENT PAINT TILE BASE 10 1019A RR - WEST 3/8" = 11-01, PAINT TILE BASE r 1 1 1026 RR -SOUTH ' ' 3/8" = 1 '-0" MOSAIC TILE VANITY LIGHT MIRROR W/ 2" STAINED WOOD FRAME 2 ' Al 108 GENERAL NOTES - INTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. Q� 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. 4. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 5. PROVIDE CONTROLJOINTS AS INDICATED AND AS SPECIFIED. SEE A0.21 FOR CONTROLJOINTS AT FIRE RATED WALLS. 6. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 7. PROVIDE BLOCKING FOR GRAB BARS AS INDICATED. 8. SEE A5.01 AND A5.02 FOR TYPICAL ACCESSIBILITY CLEARANCES, MOUNTING HEIGHTS, AND LOCATION FOR BLOCKING AT GRAB BARS. ACCENT SUBWAY TILE QUARTZ COUNTER & ` BACKSPLASH STAINED WOOD APRON FILED TILE T-17 -17 TILE BASE; SCHLUTER cy ,T EXPOSED TILE EDGE VANITY LIGHT ACCENT PAINTQ MR-6 MIRROR WALL -HUNG LAVATORY TILE BASE Q 4 SOLID WOOD PORTAL PAI NT e 12 1026 RR - WEST 3/8" = 11-01, ACCENT PAINT MR-4 MIRROR. TILE BASE 8281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. O fV O 00 M z 0 0 � Z z O L/) 0 V W M 0 LL 0 z_ O i Q J of t n� >W V > z O LU j J 00 00`� e O O N J o o Oco Z N z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 INTERIOR ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 RECESSED LED STRIP LIGHT RECESSED NICHE; WOOD WALLCOVERING ARTWORK QUARTZ ACCENT PAINTQ RESIDENT ELEV LOBBY - TYP. 3/8" = 11-01, IAI � RESIDENT ELEV LOBBY - TYP. J 3/8" = 1'-0" ACCENT PAINT BASE AS SCHEDULED RESIDENT ELEV LOBBY - TYP. 2 3/8" = 1'-01, ACCENT PAINT Q 6006 FITNESS -WEST ELEVATION v 3/8" = 1 '-0" PAINT WOOD BASE PAI I F PLAM CASEWORK UNDER CABINET LIGHTING PAINT QUARTZ COUNTER, BACKSPLASH, & SIDE SPLASH PLAM CASEWORK f RECESSED LED STRIP LIGHT RECESSED NICHE; WOOD WALLCOVERING ARTWORK QUARTZ ACCENT PAINT Q BASE AS SCHEDULED � RESIDENT ELEV LOBBY - TYP. J 3/8" = 1'-0" 6008 SALON - NORTH v3/8" = 11-01, — FULL HEIGHT MIRRORS 0 — BALLET BAR 0 N — WOOD WALL BASE 5 1 '-1 5/8" N, " 12" MIN ,1'-0" 2 - 31-0" 7 A11.05 2'-6" 3/4" 2'-911 3/411 \ - \ 1 ' 1 2'-0" V-6" 12" MIN 5/8" VIF Q 6004 COMM J3/8" = 1 '-01, 3'-0" 1 rAl 16 1.04 IAl1.04J UNITY - SOUTH OPEN TO BEYOND- — 6004 ISLAND - SOUTH 3/8" = 1'-0" PLAM CASEWORK PLAM COUNTER & BACKSPLASH PLAM CASEWORK 0004 LAUNDRY -NORTH I J 3/8" = 11-01, 1'-3" V-3' VERIFY MANF. 3/411 7 8 A11.04 A11.04 - QUARTZ COUNTER -WOOD CASEWORK 1 A IL UNIT ENTRY -TYPICAL 1 �T 3/8" = 11-0" ACCENT PAINTQ 4 BASE AS SCHEDULED Q RESIDENT ELEV LOBBY - TYP. 4 3/8" = 1 '-011 GENERAL PAINT CHAIR RAIL, TYP AT ALL WALLS U.N.O. ACCENT PAINT WOOD BASE WOOD TRIM TO CEILING WOOD CASEWORK —TILE W/ SCHLUTER AT EXPOSED EDGE QUARTZ COUNTER PAINT WOOD CASEWORK '- WOOD BASE 6004 COMM 12 3/8" = 1'-0" ACCENT PAINT AT ALL SIDES OF UNIT ENTRY DECORATIVE SCONCE GENERAL PAINT DOOR SIGNAGE HANDRAILS BASE AS SCHEDULED =7 6008 SALON -SOUTH 3/8" = V-0" r GENERAL NOTES - INTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. Qx 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. 4. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 5. PROVIDE CONTROLJOINTS AS INDICATED AND AS SPECIFIED. SEE A0.21 FOR CONTROLJOINTS AT FIRE RATED WALLS. 6. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 7. PROVIDE BLOCKING FOR GRAB BARS AS INDICATED. 8. SEE A5.01 AND A5.02 FOR TYPICAL ACCESSIBILITY CLEARANCES, MOUNTING HEIGHTS, AND LOCATION FOR BLOCKING AT GRAB BARS. CEILING MOUNTED SUSPENDED n JlILVIV Ll.(V11 IVILIV I Lll V I I ILI\J 1 ' - 6" I 3'- U" 3' U" I 2' - 6" 11 ' - 9" 1 n 6004 ISLAND -NORTH ' v 3/8" = V-0" U N ITY - WEST VIF QUARTZ COUNTER & WATERFALL EDGE WOOD CASEWORK FULL HEIGHT TILE, NO BASE ACOUSTIC WALL SYSTEM PAINT WOOD BASE 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC " Review is for clouded, identified revisions only. Reference originally approved drawings. N O 00 0) Ln 0 Z z O V) l/1 W r;J z z LL o O2 � C 0 z O J ru �00 8 O O N o _ � O � = O 4t Z N z � QN Q w o_ REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 06.22.22 AS1001 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT INTERIOR ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 .'won ►;� d►.v+1 a�I OF VA _ 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N O 00 m z to 0 0 0 Z z O � Q IO w o z z LL O OJ o O � � z Lu 0 > v 00 J CD O O� N O CD J o Oco O = Z N z Of N Q � Q w REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 5 03.14.22 CONSTRUCTION SET UNIT KITCHEN ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 9Q81 38.NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 508.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. O N O 00 m z LAI 0 0 � Z z O V„ W M 0 LL 0 z 0 0 � w o 0 z O ; J � 00 C) 8 0� O N J o Oco o Z N z � QN aws REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 5 03.14.22 CONSTRUCTION SET UNIT VANITIES AND LINEN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 CENTER OF DOOR WHERE OCCURS — RESILIENT TRANSITION STRIP CARPET SUBSTRUCTURE (FOUNDATIONS AND BASEMENT CONDITIONS) SUB FLOOR, LEVELED AS REQUIRED FOR FLOORING INSTALLATION CENTER OF DOOR WHERE OCCURS FLOOR TILE METAL TRANSITION STRIP - TILE/ RESILIENT RESILIENT FLOORING SUB FLOOR, LEVELED AS REQUIRED FOR FLOORING INSTALLATION CENTER OF DOOR WHERE OCCURS RESILIENT FLOORING ;ESILIENT FLOORING WELDING OD ;ESILIENT FLOORING UBFLOOR FILLER LOPE 1/8" PER FOOT MIN SUB FLOOR, LEVELED AS REQUIRED FOR FLOORING INSTALLATION CENTER OF DOOR WHERE OCCURS RESILIENT FLOORING RESILIENT TRANSITION CONCRETE ae CENTER OF DOOR WHERE OCCURS FLOOR TILE CARPET CARPET CRUSH LINE SUBFLOOR FILLER - MAXIMUM SLOPE 1/4" PER FOO -AS REQUIRED TO ALIGN CARPET CRUSH LINE WITH TILE FLOOR FLOORING @ CONIC TO CARPET FLOORING @ TILE TO RESILIENT FLOORING @ RESILIENT / RESILIENT FLOORING @ RESILIENT TO CON C FLOORING @ TILE TO CARPET 6" = 1 '-0" 2 6" = 1 '-0" 3 6" = 1 '-0" 6" = 1 '-01, 5 6" = 1 '-0" 2" MAX. TO FACE OF BASE 2" MAX. TO FACE OF TILE FACE OF CURB OR PAN BELOW PREFER 3" MIN HEIGHT SHOWER ENCLOSURE BASE BELOW FACE OF CURB OR PAN BELOW PREFER 3" MIN HEIGHT TILED SHOWER SURROUND 1 1 SHOWER @WING WALL -PLAN 1 1 /2" = V-0" NOTE CONS REMC SHOWER CURTAIN - WEIGHTED COLLAPSIBLE WATER DAM - SET IN CONTINUOUS BED OF SEALANT PREFABRICATED SHOWER ENCLOSURE SLOPE 1:2 SEALANT ACOUSTIC ISOLATION PAD - SECURE IN PLACE WITH TAPE RESILIENT FLOORING - FEATHER EDGE 1:48 TO 1/2" MAX FROM TOP OF THRESHOLD WATERPROOFING MEMBRANE EXTEND 6" UP WALLS CEMENTITIOUS UNDERLAYMENT PLYWOOD FLOOR SHEATHING MORTAR MAXIMUM SLOPE 1/4" PER 1 FOOT MARINE GRADE PLYWOOD (MG) THICKNESS TO MATCH CAST ' FLOORING SLOPED WIDTH OF SHOWER MINIMUM - UNDERLAYMENT DEPTH/LENGTH DETERMINED BY 1:48 SLOPE TO DRAIN 1 6 SHOWER ENCLOSURE TO RESILIENT 3" = 1 '-0" ADD CONT OF FLOOR GYP @ SHC NAILING FL SEALANT SHOWER IP OUTLINE O GYP ABOVE � 7 SHOWER @RATED WALL 3" = 1 '-0" 6" = 1'-0" CENTER OF DOOR WHERE OCCURS CONCRETE - MAXIMUM SLOPE 1/4" PER FOOT TILE - METAL TRIM FLOOR TILE Zrofflffi :G FACE OF WALL RESILIENT FLOORING - CAP SEAL RESILIENT FLOORING - ADHERE MATERIAL TO WALL RESILIENT FLOORING - C'nVFR FORMER RESILIENT FLOORING FLOORING @RESILIENT COVE BASE IJ 6" = 1'-0" j CENTER OF DOOR WHERE OCCURS I LUXURY VINYL PLANK CARPET SUBFLOOR FILLER Q FLOORING @ CARPET TO LVP / LVT J6" = 1'-0" k CENTER OF DOOR WHERE OCCURS ..... DIRECT GLUE HIGH PILE CARPET ........ fk ......... f ALIGN PILE HEIGHT DIRECT GLUED LOW PILE CARPET I I SUBFLOOR FILLER �-MAXIMUM SLOP 1/4" PER FOOT 1 A CPT LOW PILE TO CPT HIGH PILE ' �T 6" = 1'-0" CENTER OF DOOR WHERE OCCURS LUXURY VINYL PLANK EDGE STRIP CARPET SUBFLOOR FILLER 1 (1 FLOORING @ RESILIENT TO CARPET ' v 6" = 1 '-0" NOTE: COLLAPSIBLE DAM'S TO BE cnNSTRI 1C'TI IRFF) Tn RF FASII Y ULI I H/LLNU I H Ut I LKIVIINLU by I :46 SLUE t I U UKAIIN SHOWER CURTAIN - WEIGHTED COLLAPSIBLE WATER DAM SET IN CONTINUOUS BED OF SEALANT PREFABRICATED SHOWER PAN SLOPE 1:2 SEALANT RESILIENT FLOORING WATERPROOFING MEMBRANE EXTEND 6" UP WALLS ACOUSTIC ISOLATION PAD CONCRETE SLAB SHOWER ENCLOSURE TO RESILIENT Ilild 3" = 1 '-0" 91281 i�.rOfl V 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. O N O 00 M z 0 Z z O L/) 0 V W LL O z Q J wW of O V > O ; J �00 CD O O� O N J o r�l o O Z CD N z Q� N w as REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 5 03.14.22 CONSTRUCTION SET INTERIOR DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 ' 1 WOOD BLOCKING MAINTAIN GAP BETWEEN GWB CEILING AND WALL STUDS AND BETWEEN LEG OF RESILIENT CHANNELS AND WALL STUDS GYPSUM WALLBOARD MAINTAIN GAP BETWEEN GWB WALL AND GWB CEILING ACOUSTIC SEALANT - BOTH SIDES WOOD WALL @ RC WOOD FLOOR 1 1/2" V-0." . 11 ArTAI 1"TI II"1 IKIrlI 1 %A/ITI I r— I r AKII'l /lA/Il AT J�lvlu I vv.� - WELD AT OPENINGS GREATER THAN 3 FEET METAL WALL @NON -BEARING g FRAMING v 3/8" = 1'-0" !'ACT I IAIflrMl AWRACnIT RESILIENT CHANM GYPSUM WALLBOARD WOOD STUDS 7 WALL BASE L 1 1/2" = V-0" RC WALL TYPE I METAL STUDS I I I NON -RC WALL TYPE BASE -ATTACHED TO RESILIENT CHANNEL ONLY ACOUSTIC SEALANT - FIRE RATED AT RATED ASSEMBLIES - BOTH SIDES BASE ACOUSTIC SEALANT - FIRE RATED AT RATED ASSEMBLIES BOTH SIDES WOOD NAILER 2-HR RATED WALLS HOLD RC MIN 1/2 INCH AWAY FROM ADJACENT WALL FRAMING HOLD GYPSUM WALLBOARD CONFORM TO WHI 651-0318.1 MIN 1/4 INCH AWAY FROM 3-20-90 ADJACENT WALL FRAMING WOOD I -JOIST SEE STRUCTURAL GYPYSUM WALLBOARD ON RESILIENT CHANNELS ACOUSTIC SEALANT - FIRE RATED AT RATED ASSEMBLIES � WOOD WALL @ RC END WOOD FLR J 3" — 1'-011 1-HR RATED WALLS 1/2" MAX GAP CONFORM TO WHI 647-3024 9-20-90 METAL CONTROL JOINT - EACH SIDE 5/8 INCH GYPSUM WALLBOARD-X -TWO LAYERS METAL CONTROL JOINT - EACH SIDE 5/8 INCH GYPSUM WALLBOARD-X -TWO LAYERS METAL WALL @CONTROL JOINTS 1 1/2" = V-0" FLOOR STRUCTURE FLOOR STRUCTURE CONCRETE SLAB ABOVE ABOVE SEE STRUCTURAL METAL STUD METAL STUD CONCRETE SLAB 4' TYPICAL DEFLECTION HEAD DEFLECTION HEAD SEE STRUCTURAL METALSTUD EXTEND TO FLOOR ° • , . METAL STUD DEFLECTION TRACK METAL STUD DEFLECTION TRACK METAL STUD STRUCTURE EXTEND TO FLOOR STRUCTUREGYPSUM VACOUSTICAL CEILING FIRE RATED ACOUSTICAL CAULK b. A INTUMESCENT TAPE ON TRACKLEGS (NOT SHOWN FOR CLARITY) L1.7 ACOUSTICAL CEILING TILE DO NOT FASTEN GYPSUMINSULATION DO NOT FASTEN GYPSUM WALLBOARD WALLBOARD TO TRACK`� ACOUSTICAL CEILINGGYPSUM WALLBOARD TO TRACK EXTEND TO CEILING TILE I I _ I GYPSUM WALLBOARD GYPSUM WALLBOARD I I - EXTEND TO FLOOR EXTEND PAST SEE REFLECTED CEILING PLAN I STRUCTURE CEILING ACOUSTICAL I I I I INSULATION CONDITION SIMILAR AT SINGLE LAYER WALLS DO NOT FASTEN GWB TO DEFLECTION TRACK � METAL WALL @SLAB - W/ CEILING 1 1/2" = V-0" AT DUCTWORK PENETRATIONSOF RATED CEILING ASSEMBLY, AN APPROVED AUTOMATIC FIRE DAMPER DEVICE RATED FOR CEILINGS MUST BE INSTALLED PER MANUFACTURER'S LISTING 1 1 TYPE DETAIL -FIRE DAMPERS @RATED FLOOR ASSEMBLY 3" = 1'-0" ID WOOD, EASED EDGES, FINISH AS EDULED 6" SOLID WOOD BLOCKING, 4'-0" O.C. JTINII 101 IC PI Y\A/OOn RAcKiw; HANDRAIL DETAIL 16 3" = 1'-01, CAST UNDERLAYMENT ACOUSTIC ISOLATION PAD C CONDITION SIMILAR AT SINGLE LAYER WALLS HOLD GWB AND WALL STUDS DOWN 1/2" FOR DEFLECTION. DO NOT FASTEN GWB TO TRACK OR WITHIN 1/2" BELOW BOTTOM OF DEFLECTION TRACK Q METAL WALL @SLAB - W/O CEILING v 1 1/2" = V-0" PLYWUUD Zoe WALL THRU ACT CEILING WALL AT ACT CEILING AND HARD LID Q INTERIOR METAL WALLS @CEILING J 1/2" = V-0" 5/8" TYPE X GYPSUM WALL BOARD FIRE -TAPED PROTECTIVE BOX MUST BE MECHANICALLY SECURED WITH STRAPPING AT CORNERS TO STRENGTHEN THE BOX. THE NUMBER OF LATERS OF GYPSUM BOARD TO MATCH THE NUMBER OF LAYERS REQUIRED FOR THE RATED CELILING ASSEMBLY. 1-HOUR THROUGH PENETRATION FIRE STOP INSTALLED PER APPROVED MANUFACTURER'S REQUIREMENTS. METAL DUCTWORK PLASTIC PIPING MATERIAL CONNECT TO THE FIRE STOP. RESILIENT CHANNEL GYPSUM WALLBOARD C TYPE DETAIL - PROTECTED FAN IN JOIST SPACE ' L 3" = 1'-0" GYP. BD. - WALL TYPE PER PLAN MIRROR - CUT OUT AROUND BARRE BRACKET. +/-1/4" AROUND ALL FOUR EDGES OF BRACKET 1-7/8" DIA. STAINED WOOD STRETCH BAR 511 It ro BALLET BARRE BRACKET - MOUNT TO GYP. BD. WALL (BASIS OF DESIGN: BALLET BARRE COMPANY - ENDURA SINGLE WALL MOUNT BRACKET) BLOCKING 1 -7 STRETCH /BALLET BAR ' , 6" = 1'-01, RETURN HANDRAIL TO WALL 2" FROM WALL CORNER OR OTHER ELEMENTS SUCH AS DOOR FRAME/CASING, FEC, WINDOW, ETC WALL CORNER OR OTHER ELEMENT; @ DOORS LINE REPRESENTS DOOR MANEUVERING CLEARANCE WOOD HAND RAIL, EASED EDGES, MITER CORNERS NOTE: THIS DETAIL DOES NOTAPPLY WHERE PLAN SHOWS HANDRAIL TURNING AN INSIDE OR OUTSIDE WALL CORNER. SEE HANDRAIL EXTENTS ON PLANS 1 Q H.A.N.P.RAIL RETURN - PLAN IU 311 = 1'-011 FLOOR STRUCTURE ABOVE METAL STUD DEFLECTION HEAD METAL STUD - EXTEND TO FLOOR STRUCTURE el'/a. ► [4:11110 0 WALL TH RU HARD LID 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N O 00 C� z 0 Cj Z z O 0 V W 0 z UL O z O � J o of O z O ; J �00 0° 8 O� O N J o 0 4t CD Z N z a� N 0- a w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 5 03.14.22 CONSTRUCTION SET INTERIOR DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 RESILIENT CHANNEL NOTES: 1. INSTALL RESILIENT CHANNELS PERPENDICULAR TO FRAMING MEMBERS AND PARALLEL TO EACH OTHER. B 2. CEILING ASSEMBLIES: INSTALL RESILIENT CHANNELS FACING IN THE SAME DIRECTION 3. WALL ASSEMBLIES: INSTALL RESILIENT CHANNELS FACING UPWARD (SCREW FLANGE AT ............ THE BOTTOM) EXCEPT FOR THE BOTTOM MOST CHANNEL INSTALLED FACING ;': DOWNWARD (SCREW FLANGE AT THE TOP) WALL PER PLAN 4. DO NOT OVERLAP ADJACENT PIECES OF RESILIENT CHANNEL AT THE POINT OF CENTER WALL AND DOOR L CENTER WALL AND DOOR ATTACHMENT WITH FRAMING FRAME FRAME 5. SECURE GYPSUM WALLBOARD TO RESILIENT CHANNELS ONLY. SIZE FASTENERS SUCH CONCRETE MASONRY UNIT THAT NO SCREWS CAN PENETRATE FRAMING MEMBERS. WALL ( CONCRETE WALL DOOR CASING PER 6. MAINTAIN MINIMUM 1/2" GAP BETWEEN ENDS OR SIDES OF RESILIENT CHANNELS AND HOLLOW METAL FRAME -SEE STRUCTURAL SPEC ADJACENT FRAMING TO ALLOW FOR FREE MOVEMENT OF THE CHANNELS. 7. INSTALL CEILING PANELS PRIOR TO WALL PANELS. MAINTAIN 1/4" GAP BETWEEN TOP OF MASONRY ANCHOR WALL PANELS AND BOTTOM OF CEILING PANELS. BACKER ROD AND SEALANT BACKER ROD AND SEALANT _ 8. MAINTAIN 1/4" GAP BETWEEN CEILING GYPSUM WALLBOARD AND FACE OF ADJACENT - BOTH SIDES - BOTH SIDES WALL FRAMING. 9. HOLD THE BOTTOM OF GYPSUM WALLBOARD 1/4" ABOVE THE TOP OF THE HOLLOW METAL DOOR FRAME HOLLOW METAL DOOR FRAME UNDERLAYMENT (WHEN CEMENTITIOUS UNDERLAYMENT IS PLACED DIRECTLY AGAINST THE SILL PLATE). DOOR DOOR 10. HOLD THE BOTTOM OF GYPSUM WALLBOARD 1/4" ABOVE THE TOP OF THE FLOOR ROUGH OPENING I WOOD DOOR FRAME SHEATHING (WHEN CEMENTITIOUS UNDERLAYMENT IS PLACED DIRECTLY AGAINST THE GYPSUM WALLBOARD). ACOUSTICAL CAULKING ATJOINT MAY BE OMITTED IN SUCH INSTANCES. DOOR PER SCHEDULE 11. DO NOT MAKE FIELD SUBSTITUTIONS FOR RESILIENT CHANNELS; USE ONLY THOSE RESILIENT CHANNELS SPECIFIED IN SECTION 092116. 12. DO NOT APPLY RESILIENT CHANNELS OVER PLYWOOD SHEATHING OR OTHER SOLID SHEETS 13. DO NOT SECURE CASEWORK OR OTHER WALL -MOUNTED ITEMS TO RESILIENT CHANNELS; USE TOGGLE BOLTS THROUGH THE GYPSUM WALLBOARD INSTEAD HM DOOR @ CMU WALL - HEAD HM DOOR @ CONCRETE - HEAD DETAIL @ WOOD - HEAD 3" = 1'-0" 2 3" = 1'-0" 4 6" = 1'-0" CONCRETE MASONRY UNIT WALL CENTER WALL AND DOOR FRAM E HOLLOW METAL FRAME . MASONRY ANCHOR HOLLOW METAL DOOR FRAME BACKER ROD AND SEALANT . . - BOTH SIDES DOOR 3" = 1'-0" CENTER WALL AND DOOR FRAME CONCRETE WALL. SEE STRUCTURAL HOLLOW METAL DOOR FRAME BACKER ROD AND SEALANT - BOTH SIDES DOOR. .,.M -1A Q DETAIL @ H.M. DOOR -JAMB V6" = 1 '-O., DETAIL @ WOO 13 6" = 1'-0" V 1 r UV D -JAMB 9e2281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. O (V O 00 Cn z V� 0 0 � Z z O TZ V w o z LL O z OJ o af O 0 z O Lu00 ; J C) 8 O� O N J o Oco = O Z cv 4t z � QN aws REVISION DATE REASON FOR ISSUE B 12.18.21 City Comments #02 INTERIOR DETAILS - DOORS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 rn *PU 9R81 N .h I FACE F WALL *PULLS PER SPECIFICATION C O FACE OF WALL (PROVIDE SEE TYP. PULL LAYOUT FOR FACE OF WALL CONT BACKING TOP & N PLACEMENT BACKSPLASH RETURNS PER BACKSPLASH RETURNS ELEVATIONS BOTTOM) UPPER - 4" PULL UPPER -TAB PULL: HORIZONTAL 2�-1 ° PER ELEVATIONS A.D.A. FAUCET • • ,• • • 'N UPPER TAB PULL. VERTICAL BACKSPLASH AND FAUCET PER SCHEDULE SIDESPLASH PER ELEVATIONS �� s _ BACKSPLASH t. COUNTERTOP PER PE ' `" P AND BOTTOM ....... • .............. _ 4" RAIL AT TO PULL N ............... N � COUNTERTOP COUNTERTOP PER SPEC OF CABINET PER SPEC ............................................ ..................... ! 3/4" FULL SUB TOP CABINET BODY 3/4" MDF W/ PLAM @ COUNTERTOP, #10 SCREWS AT 12"OC (2 FULL EXTENSION DRAWER DRAWER SIDES, BACK, AND FRONT END PNLS, FACE & EDGES 2 2 GLIDES PER SPEC_ WITH MATCHING EDGE BANDING MELAMINE @ ALL OTHER SINK PER SCHEDULE MIN) INTO TYPE (B) FINISHED PER SPEC. 1/4" NONEXPOSED SURFACES BLOCKING PER DETAIL MATCHING BOTTOM, TYP 4" W .. - RAIL @TOP & DRAWER - 4" PULL: CENTERED DRAWER - 4" PULL: OFF -CENTER DRAWER - TAB PULL: TOP AIL BOTTOM OF CABINET 4 BACK R _ _ 6 1 CABINET BODY PER SPEC WITH /2" DEEP MAX A.D.A. SINK • FINISHED END PANEL FACE, o ram..1 N N O EDGES. o WRAP SUPPLY &DRAIN • CABINET BODY 3/4" MDF S F E & FINISHED END PANEL AC FINISHED PER SPEC ~ z FINISHED PER SCHEDULE WITH Q PIPES W/ INSULATION 0 O S, FACE, > BACK FIN Uj O.. Q & EDGES ; w ALLOWABLE EQUIP. AREA 38 NORTHWEST DAVIS, SUITE 300 w w a - DRAWERFACEFINISHw . N OVERLAY HINGES PER SPEC - � --- - 97209 w @ FACE,EDGES & BACK 176 503 245 7100 E E E E E " E DOORS - 3/4" MDF WITH FINISH w w SCHEDULED WITH EDGE DOORS 3/4" MDF W/ PLAM PORTLAND OR Q , Q �, Q Q BANDING AS SPECIFIED ES Q Q oc AS SCHEDULED AND EDGE > DEGREES OPENING HINGES LL •-' `" � REMOVABLE MELAMINE 1505 5TH AVE, SUITE 300 G w PLASTIC LAMINATE BANDING AS SPECIFIED BOTTOM SHELF DUTY 8101 SIMPSON 'L30' CLIP INTO FULL EXTENSION HEAVY BOTTOM DECK W/ATTACHED SEATTLE WA 9 2" 2"� d DRAWER GLIDES, TYP - 206.576.1600 ......... ....... ............................... TYPE (B) BLOCKING PER DETAIL 1�/A7.n1 BASE PER FINISH SCHEDULE WHEN WHEEL -CHAIR ACCESSIBILITY IS REQUIRED 1014 HOWARD STREET BASE PER SCHEDULE (2) CONTINUOUS 4" H BASE RAILS o, z (2) 4" BASE RAILS AT BACK SAN FRANCISCO, CA 94103 s - WITH STRETCHERS AT 24" OC (2) CONTINUOUS 4" H BASE RAILS 415.252.7063 P WITH STRETCHERS AT 24" OC 3 FINISHED FLOOR - SHIM AS 4" LEDGER AT EACH SIDE ©ANKROM MOISAN ARCHITECTS, INC. FINISHED FLOOR AND REQ TO LEVEL 3„ 3 BASE BELOW SINK PER BASE PER FINISH FLOOR BELOW SINK LOWER - 4" PULL LOWER -TAB PULL: HORIZONTAL LOWER -TAB PULL: VERTICAL 8" MAX 6" SCHEDULE FIN SCHED P-LOWER-36-4DR-6888 KNEE CLR MAX TOE CLR TYP. PULL LAYOUT LOWER SINK CABINET LOWER CABINET WITH DRAWERS ADA ADAPTABLE SINK 1 1/2" = V-0" 1 1/2" V-0" 3 1 1/2" V-0" 1 1/2" "-0" 5 2' 1" FACE OF WALL FACE OF WALL ....... • ....... oe COUNTER TOP AND BACKSPLASH 2'-1 01 ................................ ....... ............... PER FINISH SCHEDULE COUNTERTOP PER SCHEDULE QUARTZ COUNTERTOP AND - WATERFALL EDGE � _ BACKSPLASH AND COUNTERTOP PER SCHEDULE BLOCKING FOR UPPER CABINETS AND SHELVING *PULLS PER SPECIFICATION. SEE TYP. PULL LAYOUT FOR PLACEMENT DETAIL NOTES: A• 4" RAIL AT TOP AND BOTTOM 1. 2x6 MIN. BLOCKING / 2x10 MAX. BLOCKING - 4' RAIL AT TOP AND BOTTOM N SEE 20/A7.00a FOR ADDITIONAL 4" RAIL AT TOP AND BOTTOM OF " OF CABINET OF CABINET ! CABINET — — — INFORMATION. — - _......................_...... .............._......... _..... *PULLS PER SPECIFICATION. - 2. COORDINATE HEIGHT W/ PRODUCT DATA *PULLS PER SPECIFICATION. AND CODE REQUIREMENTS. FULL HEIGHT DOOR FRONT WITH, SEE TYP. PULL LAYOUT FOR 3. SEE INTERIOR ELEVATIONS FOR LOCATIONS PULL OUT WASTE BINS, HARDWARE SEE TYP. PULL LAYOUT FOR PLACEMENT 1• iliac PLACEMENT ' z WHERE THIS DETAIL APPLIES. BLOCKING IS v, - •- _ CONTINUOUS FOR FULL LENGTH OF WALL IN z O o O o p w Q '� • WHICH IT OCCURS. Q N w 3/4" MDF WITH FINISH AS o w WOOD STUD AND GYP BD WALL "' SCHEDULED AND EDGE BANDING ,�; l0 O .... LL AS SPECIFIED `� ° w BLOCKING FOR BASE CABINETS, WALL GUARDS, L 4" RAIL AT TOP AND BOTTOM ° °O GRAB BARS AND FLOOR TO CEILING SHELVING s OF CABINETLu O ; BASE PER FINISH SCHEDULE ..�..... ......... ......... .......... .......... .......... .......... . BASE PER FINISH SCHEDULE FINISHED FLOOR - SHIM AS B IN HEDULE #10 STSM SCREWS @ 10 OC RE O LEVEL - BASE PER F ISH SC ; :. Q - „ T 3„ FINISHED FLOOR - SHIM AS FINISHED FLOOR -SHIM AS REQ I METAL FRAMING REQ TO LEVELTO LEVEL (2)CONTINUOUS 4 HBASE RAILS 3" 31,�� •• 0o WITH STRETCHERS AT 24" OC (2) CONTINUOUS 4" H BASE RAILS (2) CONTINUOUS 4" H BASE RAILS WITH STRETCHERS AT 24" OC WITH STRETCHERS AT 24" OC 5CASEWORK BACKING DETAIL I LOWER COUNTERTOP LOWER CABINET WITH PULL DOOR LOWER CABINET W/DRAWERS.. LOWER CABINET DOOR & DR 3/4" = 1'-0" ............... 61 1 /2" = 1'-0" 71 1 /2" = V-0" 81 1 /2" = V-0" 1 1 /2 V-0 Q0 FACE OF WALL ....... ................ N O BACKSPLASH RETURNS PER 00 2'-1 " ELEVATIONS *PULLS PER SPECIFICATION. FACE OF WALL FACE OF WALL. (PROVIDE * Q) SEE TYP. PULL LAYOUT FOR BACKSPLASH RETURNS PER CONTINUOUS WALL BACKING 2" PULLS PER SPECIFICATION. z SEE TYP. PULL LAYOUT FOR O BACKSPLASH AND PLACEMENT TOP &BOTTOM OF CABINET) PLACEMENT COUNTERTOP PER SPEC 2'_1 ELEVATIONS BACKSPLASH AND 1'-0" DOORS -FINISH AS SCHEDULED AND EDGE BANDING AS SPECIFIED Z z 4" RAILATTOP AND BOTTOM COUNTERTOP PER SPEC - — — — — — 1/4" MELAMINE FALSE _ Fv A.OF CABINET i.� 1 _g 3 1/2" HANGER CLEAT AT TOP OF CEILING OR FLOOR ABOVE PANEL AT BACK OF 4" RAILATTOPAND BOTTOM _ OF CABINET CABINET AND ATTACHED TO FACE CABINET, 3/4" WOOD O L/) OF WALL ° VENEER AT RANGE C DOOR - FINISH AS 1/2" MDF W/MELAMINE DRAWER 1' 0" CLEAR SOFFIT • EXHAUST DUCT c - CABINET BODY -PER SPEC. SHEDULED AND EDGE SIDES, BACK, AND FRONT WITH FINISHED END PANELS, FACE, & 01 -WHERE OCCURS z ° ° MELAMINE ADJ SHELF Q V ° BANDING AS SPECIFIED FULL EXTENSION DRAWER MATCHING EDGE BANDING. 1/4" o ° UFILLER � EDGES. � z ¢ u' CABINET BODY PER SPEC GLIDES PER SPEC— MATCHING BOTTOM, TYPIEF z o w ;;`" RECESSED PLUG OUTLET Z 1/4" BACK FINISHED PER SPEC m Q w ° ° LL O Z WITH FINISHED END PANELS, CABINET BODY 3/4" MDF WITH �„ ¢ > w • ° > FACE, &EDGES FINISHED PER SCHEULULE WITH zo ADJ SHELVES FINISHED PER SPEC w EXHAUST DUCT � ° ° O J z ° ° 0- OUTLET ACCESS: 4" O ° DOOR & DR FACE - 3/4" MDF FINISHED END PANELS, FACE, & Q WITH MATCHING EDGEBANDING a w -SEE MECHANICAL ,, ° AD SHELVES - FINSIHED PER > a • ° m LU J z WIDE OPENING AT Of Q ° N WITH PLASTIC LAMINATE EDGES N AT FRONT EDGE. PROVIDE (4) MTL 0 ° p SPEC WITH MATCHING z w BOTTOM OF CABINET w - - - z FACE AND BACK WITH ° 1/4" MDF BACK WITH O SUPPORT CLIPS PER SHELF AND EXHAUST DUCT ENCLOSED ON 3 ¢ ° ° J EDGEBANDING AT FRONT EDGE. O ° w > ° v z 11J - � o_ I I w WHERE MICROWAVE ° MATCHING EDGE BANDING ° MELAMINE ¢ MOUNTING HOLES AT 32 MM OC SIDES WITHIN CABINET J W O ° PROVIDE (4) MTL SUPPORT ¢ ° ° > IN END PANELS W WHERE OCCURS O 00 ° CLIPS PER SHELF AND J ° ADJ SHELVES 3/4" MDF WITH w vLU J o w o MOUNTING HOLES AT 32 MM LU o MELAMINE WITH MATCHING w OVERLAY HINGE, TYP I I w J OVERLAY HINGE, TYP OC IN END PANELS ° EDGEBANDING AT FRONT EDGE. a ° O C= O o w PROVIDE (4) MTL SUPPORT FIXED BOTTOM SHELF - FINISHED w o N J o BACK FINISHED PER SPEC u w ° PER SPEC 0 ¢ O* OVERLAY HINGE, TYP CLIPS PER SHELF AND DOOR PULL ~ z MOUNTING HOLES AT 32 MM _ 4" RAIL AT BOTTOM OF CABINET _ T Q o O ~ BASE PER FINISH SCHEDULE OC IN END PANELS — — — — — — — — — — — — — — Un w N �I �0 z� z� FIXED BOTTOM SHELF ALL EXPOSED SURFACES TO > "' Q N Q a (2) CONTINUOUS 4" H BASE RAILS BASE PER FINISH SCHEDULE RANGE HOOD MATCH FACE 0 WITH STRETCHERS AT 24 OC = MELAMINE FIXED BOTTOM SHELF 2" LIGHT VALANCE WITH oe op 1' 3" 3 (2) CONTINUOUS 4" H BASE RAILS LINE OF MICROWAVE UNDERCABINET LIGHT (WHERE FACE OF WALL VERIFY FINISHED FLOOR - SHIM AS WITH STRETCHERS AT 24" OC INDICATED) REQ TO LEVEL FINISHED FLOOR - HIM A REVISION DATE REASON FOR ISSUE 3° *PULLS PER SPECIFICATION. SEE 3 08.10.21 Acc Review #01 *PULLS PER SPECIFICATION. REQ TO LEVEL TYP. PULL LAYOUT FOR PLACEMENT 03 LOWER CABINET DOOR PLACEMENTSEE TYP. LLLAYOUTFOR LOWER CABINET DOOR/DRAWER UPPER CABINET WITH DOOR CASEWORK UPPER - RANGE UPPER CABINET OVER MICROWAVE 4 01.14.22 Addendum IO @ 5 03.14.22 CONSTRUCTION SET 10 12 3 1 1/2" = 1'-0" 1, 0„ 1 1/2" = 1'-0" 1 1/2" = 1'-0" FACE OF WALL (PROVIDE 1 1/2" = 1'-0" 1 1/2" = V-0" 2'-6" 2'- 0" CONT BACKING TOP & FACE OF WALL UPPER CABINET LIGHT SIDESPLASH RETURNS PERELEVATIONS BOTTOM) BACKSPLASH RETURNS (PROVIDE CONT (WHERE NOTED) 2'- 6 4" BACKSPLASH PER ELEVATIONS BACKING TOP & 3 1/2" HANGER CLEAT AT TOP OF CABINET BOTTOM) C71 — COUNTERTOP AS & r PER SINK - SCHEDULED COUNTERTOP BACKSPLASH & DOORS - FINISHED PER SPEC N COUNTER PER SPECIFICATION CABINET BODY - 3/4" ELEVATION DOOR INSERT PER SPEC - �� WOOD VENEER @ ° 3 1/2" HANGER CLETE ATTACHED TO FACE OF - -- - - - - - - COUNTERTOP, END PNLS, CABINET BODY PER o z ° ° - - - - _ o o FACE & EDGES MELAMINE O O WALL IL _ I �- - N SINK ° ° SPEC O Q CABINET BODY - PER SPEC. FINISH ALL END @ALL OTHERS Ln > I ° ° "' ° 21 211 ° 4"WRAIL@TOP& ) N J PANELS, FACE, & EDGES. o o ACCESSIBLE FAUCET ° ° BOTTOM OF CABINET o 9 '�' ° ° ° 4" W/ RAIL @ TOP & FI#245.2 Pony Wall Details • ° ° Y SEE DETAIL FOR REQUIRED BOTTOM OF CABINET w O> ° 0 1/4" BACK FINISHED PER SPEC 8" MAX STEEL SUPPORT DETAIL ° DOORS - 3/4" WOOD O J W ° o Y Q ° ° ADJ SHELVES - FINISHED PER SPEC. FINISH z PULLS PER VENEER @FACE, EDGES 0 � ALL EXPOSED EDGES. PROVIDE (4) MTL p ° SPEC ° AND BACK z INTERIOR DETAILS - O LU z ° AD SHELVES - 3/4" MDF 0 00 ''' SUPPORT CLIPS PER SHELF AND MOUNTING O ¢ J L �' Q w ° ° W/MELAMI N E ALL S I DES w PULLS CASEWORK v, HOLES AT 32 MM OC IN END PANELS - > J PER SPEC DOORS u w o w w o PROVIDE 4 MTL SUPPORT w FACE OF WALL w ° w w ¢ ° ° `" w z SLIPS PER SHELF & N a `^ > "' ° MOUNTING HOLES @ 2" w OVERLAY HINGE, TYP ° �, > ° ° OC IN END PANELS - NOT Q v SEE DETAIL FOR > CONSTRUCTION SET FINISHED FIXED BOTTOM SHELF " REQUIRED KNEE AND TOE ° n cinn �nnon ° ° 1/4" MELAMINE BACK MANUFACTURER'S o `�" CLEARANCE ° LCABINET E 4" RAILAT BOTTOM OF CABINET ° FINISH PANEL TO MATCH ° ° BASE PER FINISH o UNDERCABINET LIGHT z CASEWORK __- -- -- BASE PER FINISH SCHEDULE SCHEDULE CD (WHERE NOTED) _ of BAS E ---------- ___-- (2) CONT 4" W BASE RAILS O CONT 4" W BASE RAILS W/ STRETCHERS DATE PROJECT NUMBER *PULLS PER SPECIFICATION. SEE TYP. PULL )NISHED FLOOR 3" W/ STRETCHERS @ 24" OC 3"L� @ 24" OC 03/14/2022 184470 LAYOUT FOR PLACEMENT I XTEND UNDER CABINET FINISH FLOOR SHIM CAB FINISH FLOOR -SHIM v AS NECESSARY TO LEVEL NUMBER o CAB AS NECESSARY SHEET UPPER CAB DOORS W/ INSERT CASEWORK @ AMENITY KITCHEN SINK LOWER CABINET W/ DOOR SINK CABINET TO LEVEL Al 904 V 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = V-0" UPPER CABINET LIGHT (WHERE NOTED) 3 1/2" HANGER CLEAT AT TOP OF CABINET DOORS - FINISH AS SCHEDULED AND EDGE BANDING AS SPECIFIED 3 1/2" HANGER CLETE ATTACHED TO FACE OF WALL . CABINET BODY -FINISHED PER SPEC. FINISH ALL END PANELS, FACE, & EDGES.. . 1/4" BACK PER SPEC ADJ SHELVES - FINISH PER SPEC. FINISH ALL EXPOSED EDGES. PROVIDE (4) MTL SUPPORT CLIPS PER SHELF AND MOUNTING HOLES AT 32 MM OC IN END PANELS OVERLAY HINGE, TYP FINISHED FIXED BOTTOM SHELF N 4" RAILAT BOTTOM OF CABINET UNDERCABINET LIGHT (WHERE NOTED) *PULLS PER SPECIFICATION. SEE TYP. PULL LAYOUT FOR PLACEMENT 5 UPPER CABINET WITH UNDERCAB LIGHTING 1 1/2" = V-0" FACE OF WALL BACKSPLASH AND COUNTER PER SCHEDULE 4" RAIL AT TOP AND BOTTOM OF CABINET *PULLS PER SPECIFICATION. SEE TYP. PULL LAYOUT FOR PLACEMENT BASE PER FINISH SCHEDULE FINISHED FLOOR - SHIM AS F TO LEVEL (2) CONTINUOUS 4" H BASE I\!ll WITH STRETCHERS AT 24" OC Q LOWER CABINET MW & DWR J 1 1/2" = V-0" z 0 Q w Of a %A/ATrnrAl I =%f-r nr\/ll Air\ QUARTZ COUNTERTOP PULLS PER SPEC RFI #245.2 Pony Wall Details FACE OF CEILING 3 1/2" HANGER CLEAT AT TOP OF CABINET DOORS - 3/4" MDF WITH FINISH AS SCHEDULED AND EDGE BANDING AS SPECIFIED DOOR INSERT PER SPEC 3 1/2" HANGER CLETE ATTACHED TO FACE OF WALL 0 6 ° CABINET BODY - 3/4" WOOD. FINISH ALL END ..... ~ PANELS, FACE, & EDGES. Q ww LU V 1/4" BACK VENEER BACK of w o L ADJ SHELVES - 3/4" WOOD - FINISH ALL w vi EXPOSED EDGES. PROVIDE (4) MTL SUPPORT in U-1 v Q CLIPS PER SHELF AND MOUNTING HOLES AT LU > ° ° 32 MM OC IN END PANELS LU - OVERLAY HINGE, TYP FINISHED WOOD FIXED BOTTOM SHELF 4" RAIL AT BOTTOM OF CABINET *PULLS PER SPECIFICATION. SEE TYP. PULL. LAYOUT FOR PLACEMENT ................ UPPER CAB DOORS PARTIAL GLASS....6 , 1 1/2" = 1 '-0" EMBEDDED STEEL FORWARD'L' FACE OF WALL COUNTERTOP PER SPEC BACKSPLASH AND RETURNS PER ELEVATIONS PLYWOOD SUB TOP 1/4" MELAMINE BACK CABINET BODY - 3/4" MDF WITH FINISH AS SCHEDULED AT FACE & EDGES LOCKABLE DOORS - 3/4" MDF WITH FINISH AS SCHEDULED AT FACE, EDGES & BACK WASTE BIN MELAMINE FIXED BOTTOM SHELF 4" W RAIL AT TOP & BOTTOM OF CABINET CONT. BASE RAILS W/ STRETCHERS @ 24"O.C. FINISH FLOOR -SHIM CAB AS NECESSARY TO LEVEL I` 3 CW_BASE CAB W RECYCLING SLOT I v 1 1/2" = 1'-0" FASTENERS. BASIS OF DESIGN, c CENTERLINE BRACKETS - FRONT a MOUNTING PLUS SUPPORT u BRACKET 10"x8" Q n CABINET SHELF SUPPORT BASE FINISHED FLOOR FACE OF WALL CASEWORK @ LOWER W/ BAR -DOOR DRAWER ' J 1 1/2" = 1'-0" I..v.�rr .�rvmr Tyr. .�rv�-�lm..� 1 A CASEWORK @LOWER W/ BAR -MICR ' 1 1/2" = 1 '-0" FACE OF WALL BACKSPLASH RETURNS PER ELEVATIONS FAUCET PER SCHEDULE BACKSPLASH AND COUNTERTOP PER SPEC 3/4" FULL SUB TOP SUPPORT BRACKET BETWEEN SINKS-1/4"x2"x2"x26" STEEL ANGLE WELDED TO 1 /4"x2"x3"x24" STEEL ANGLE, BOLTED TO 18 GA. MTL STUDS W/(4) 3/8" DIA BOLTS 4" BACK RAIL UNDERMOUNT SINK PER SCHEDULE ADAALLOWABLE EQUIPMENT AREA; SEE ACCESSIBILITY SHEET FOR DIMENSIONS REMOVABLE ACCESS PANEL BELOW SINK BLOCKING AS REQ FINISHED FLOOR AND BASE BELOW SINK PER SCHEDULE 3 ADA RESTROOM SINK W/ APRON 1 1/2" = 1'-0" T _ 1 2/All FACE OF WALL CABINET BODY - 3/4" MELAMINE AT ALL NONEXPOSED SURFACES DOORS - 3/4" MDF WITH FINISH AS SCHEDULED AND EDGE BANDING AS SPECIFIED 1/4" MELAMINE BACK 3/4" MELAMINE ADJ SHELF *PULLS PER SPECIFICATION. SEE TYP. PULL LAYOUT FOR PLACEMENT RFI 245.1 Pony Wall Framing Locations for Peninsula Venting , RFI 245.2 Peninsual REvisions for Addition of Pony Wall JARTZ COUNTERTOP EQUIPMENT; SEE ELEVATION ELECTRICAL RECEPTACLE EMBEDDED STEEL FORWARD'L' BRACKET WITH COUNTERSUNK FASTENERS. BASIS OF DESIGN, F CENTERLINE BRACKETS - FRONT MOUNTING PLUS SUPPORT LL BRACKET 10"x8" a n PULLS PER SPEC BASE FINISHED FLOOR FACE OF WALL OWAVE CASEWORK LOWER..,W/ BAR - ' J 1 1/2" = 1 '-0" T _ 1 Z/A" FACE OF WAL ADA FAUCET, PER FIXTURE BACKSPLASH COUNTERTOI SCHEDULE *PULLS PER S TYP. PULL LA' PLACEMENT 4" BACK RAIL WRAP SUPPU PIPES WITH If FINISHED WA SINK PER SCF PLASTIC LAMI FACE AND ED ALLOWABLE I AREA ATTACHED T( FINISHED FLC BELOW SINK FACE OF WALL CABINET BODY - 3/4" MELAMINE AT ALL NONEXPOSED SURFACES DOORS - 3/4" MDF WITH FINISH AS SCHEDULED AND EDGE BANDING AS SPECIFIED DOOR INSERT PER SPEC 1/4" MELAMINE BACK 3/4" MELAMINE ADJ SHELF *PULLS PER SPECIFICATION. SEE TYP. PULL LAYOUT FOR PLACEMENT ADA SINK CAB W/ ATTACHED BASE ' L 1 1/2" = 1'-0" QUARTZ COU PULLS PER SPEC EMBEDDED STEEL FORWARD'L' BRACKET WITH COUNTERSUNK FASTENERS. BASIS OF DESIGN, CENTERLINE BRACKETS - FRONT MOUNTING PLUS SUPPORT BRACKET 10"x8" BASE FINISHED FLOOR FACE OF WALL M M • IE ._ FI #245.2 Pony Wall Details 9Q81 �OF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 .... fV 0 00 M z 0 Z z O v, 0 V W M � O z 0 > Q J _ Of O >W t V > O J �00 CD 8 O� O N J 0 o Oco 4t CD Z cv z a� N aw a REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 INTERIOR DETAILS - CASEWORK CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 QUARTZ TR DIMMABLE LED S Q U, QUARTZ AND E 12"x12" VENT SIDE COORDINATE OUTLET QUARTZ TRANS/ MIT DIMMABLE LED COMPUTER M( Q1 QUAR- AND PLYWOOD SUB T, COORDINATE GR LOC WIRE MANAGEME1 COOF POWER/DATA GYPSUM WALL, P NOTE: FINISHED SIDE AT 311 BASE AS SCHE STOREFRONT RECEPTION DESK AT CPU STORAGE 1 1/2" = 1'-0" 0 N V - 8 3/4" SUPPORT BRACKET -.1/4" x 3" x 26" STEEL ANGLE (TAPERED CUT BOTTOM LEG AND GRIND SMOOTH) WELDED TO 1 /4" X 3" X 24" STEEL PLATE, BOLTED TO STUDS WITH (3) 1/2" \DIA. BOLTS. LOCATION PER ELEVATION. R OPEN FOR DELI EQUIPMENT - SEE CONSULTANT DRAWINGS V - 31 /4" 7 RECEPTION DESK AT TRANSACTION L 1 1/2" = V-0" —QUARTZ SHROUD; WHERE OCCURS 10" L BRACKET WITH 1/2" SCREWS FASTENED TO VERTICAL PANEL AND 1-1 /2" SCREWS FASTENED TO SUBTOP. NO ATTACHMENTS ON CUSTOMER SIDE QUARTZ COUNTERTOP BLOCKING AT TOP & BOTTOM 3/4" PLYWOOD SUBTOP VINYL WALLCOVERING TILE TRIM ELECTRICAL OUTLET BOX DIMENSIONAL SUBWAY TILE PORCELAIN TILE 2'-5 1/2" L L SEE WALLASSEMBILIES BISTROCOUNTER AT EQP 1 1/2" = V-0" E COUNTERTOP DJUSTABLE SHELF SEE INTERIOR ELEVATION OR QUANTITY IE AS SCHEDULED SHED FLOOR V IIVI LIVJI VIVlIL IILL 10 BISTRO COUNTER AT EQP - LOWER DOOR 1 1/2" = V-0" TER AT EQP QUARTZ 1-1/2"X 1-1/ ANGLE LE 3-5/i WC INSTA I GYPSUM V BASE 3RECEPTION DESK AT ADA .1 1 /2" = 1 '-0"...................... re�rti AMBIENT PASTRY DISPLAY BY OTHERS (SHOWN DASHED) QUARTZ COUNTERTOP W/MITERED EDGES PLYWOOD SU CONCEALED LED STAINED WOO 4 RECEPTION DESK AT FILE DRAWER 1 1/2" = 1 '-0" 2' - 6" BACKSPLASH PER SCHEDULE r------- - - - - -- I QUARTZ I € COUNTER ... j I OPEN BELOW FOR ..... I EQUIPMENT -COORDINATE I I PLUMBING AND ELECTRICAL I o I REQUIREMENTS. SEE FLOOR I 1 PLAN AND ELEVATIONS N I FACE OF WALL l i . I k '• I f BASE AS I - I SCHEDULED I FINISHED FLOOR 5 LOWER COUNTERTOP 1 1/2" = 1 '-0" ..... .................... w J .. QUARTZ COUNTERTOP o QUARTZ COUNTERTOP u; LL BEYOND LU '• • ......... VINYL COUNTERTOP QUARTZ COUNTERTOP / BUILT-IN, UNDERCOUNTER ...... TILE TRIM 'GRAB AND GO' BY OTHERS C 2, 6„ AND WATERFALL EDGE (SHOWN DASHED) I- - - TILED END WALL r ---j BEYOND I I EQUIPMENT PROVIDE POWER AS REQUIRED I PAPER DISPENSER r L - I QUARTZ TOP CAP WITH I I EQUIPMENT I � � I FRONT EDGE L I - - - - - - - - - - - - - - BUILT-UP, EASED I i _i CASEWORK PANEL PORCELAIN TILE OVER TILE BACKER BOARD FINISHED PLAM INTERIOR BLOCKING ASEWORK PANEL DOOR PULL E SHED FLOOR VIIVILIVJI\.JIVPYL I ILL BISTRO COUNTER AT EQP - LOWER DOOR 1 1/2" = V-0" ... ......... ... .......... ..... ................... GATE P LA N 13 1 " = 1 '-0" TYPES PER PLAN SASE BELOW WELS, 3/4" SOLID ON ALL SIDES & i MATCH GATE, _ORNERS, 1/4" AT WALL VIBER CORE E ACTING, GATE PIVOT HINGES, ASSA ABLOY, 4007M RB FHICK GATE, WOOD Z PLYWOOD CORE INISH PER ELEVATION AP ABOVE DOOR PULL DOOR 14 GATE SECTION 1 1/2" = 1 '-0" 8281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 N O 00 M z 0 0 (� Z z O L/1 o v; w o LL O z Q J LU of � 3:O O LU � J 00 00 8 O O N J o r�l o O co 4t CD Z N z a� N a a w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 INTERIOR DETAILS - PUBLIC SPACES CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 j 70 LU W TYPICAL TILE EDGE 12" = 1'-011 WALL TYPE AS INDICATED 0 SCHULTER JOLLY PROFILE WALL TILE THIN SET FINISHED FLOOR 5/8" GYP BOARD 1/2" PLYWOOD BACKING GYP BOARD BEYOND DIMENSIONAL ACOUSTIC PANEL MATCH WALL FINISH AT ALL EXPOSED SIDES 2X FRAMING WALL FINISH PER SCHEDULE FACE OF WALL CABINET BODY - 3/4" MELAMINE AT ALL NONEXPOSED SURFACES DOORS - 3/4" MDF WITH FINISH AS SCHEDULED AND EDGE BANDING AS SPECIFIED 1/4" MELAMINE BACK 3/4" MELAMINE ADJ SHELF *PULLS PER SPECIFICATION. SEE TYP. PULL LAYOUT FOR PLACEMENT 14 SHELVING UNIT AT WALL 1 1/2" = V-0" SEE PLANS FOR WALL TYPES AND FOR FIRE RATED WALL / DOOR / WINDOW FACE OF WALL WALL BASE BELOW, ALIGN WITH WALL EDGE EXTEND PORTAL PAST GYP WALL, ALIGN WITH WALL BASE SOLID WOOD, FINISH ALL EXPOSED EDGES, NO EXPOSED ATTACHMENTS GYP SOFFIT, PAINT - EXTEND PORTAL PAST GYP WALL, ALIGN WITH WALL BASE 1/2" SOLID WOOD, FINISH ALL EXPOSED EDGES, NO EXPOSED ATTACHMENTS CONCEALED ATTACHMENTS, BLOCKING, FURRING, FIRE SAFING SCRIBE TO FINISH FLOOR � PORTAL @ CLNG .J 3" = 1'-01, WALL TYPE PER PLAN TILE BACKER BOARD WATERPROOF MEMBRANE AT WET WALLS WALL TILE THINSET ADHESIVE WALL FINISH PER ELEVATIONS REVEAL, PAINTT/M SHELVING UNIT SECURE SHELVING UNIT TO STRUCTURE, COUNTERSINK SCREWS FORSHAY METAL SHELVING UNIT, 72"H X 60"W, NATURAL STEEL FINISH FINISHED GYP AT WALL BEYOND, PAINT TO MATCH WALL FACE 1 x2 TRIM 1 x6 TRIM WALL FINISH PER ELEVATIONS z kD J 4 TAC KB 3" = 1'-01, L VP I x V -! I IPl I I I V I IINI. I I L V LIVV rP I N L L WITH BLIND NAILS OARD @BOOKCASE -TOP VIEW NOOD VENEER %T EXPOSED =DGES, TYP. z J Q LINE OF CEILING WALL FINISH PER SCHEDULE LINE OF CEILING 43/4" 3/4" TRIM EDGE BEYOND WOOD TOP CAP W/ MITERED LIP 3/4' WALL TYPE PER PLAN WALL BETWEEN WOOD PLANKS 43/4" HORIZONTAL WOOD SHIPLAP; SOLID WOOD FRAME, r TIGHT BUTT TO z 0 MITER AT CORNERS, BASE AND TOP CAP RABBIT TO ACCEPT GLASS, TYP. (4) SIDES W w 1/4" THICK MIRROR GLASS BASE AS SCHEDULED W d FLOOR FINISH AS SCHEDULED COUNTERTOP AND BACKSPLASH OR WALL BASE AS SCHEDULED =7 MIRROR AT RESTROOMS 1 1/2" = V-0" Ln z 0 Q J W 0 LU LL LU LL' SECURE METAL STUD TO STRUCTURE SECURE SHELVING UNIT AT WALL EVERY 2'-0" ON CENTER, COUNTER SINK SCREWS REVEAL, PAINTT/M SHELVING UNIT SHELVING UNIT (FOSHAY) FINISHED GYP, PAINT T/M WALL FACES 15 FF&E SHELVING UNIT AT END WALL 1 1/2" = 1'-0" nn InlTCn nnnr PFR 9 MA 1 1/2" = 1 1 DECORATIVE WALL ' I 1 1/2" = V-0" WALLCOVERING PAI NT WOOD TRIM PAINT ILBOX SECTION DOUBLE -SIDED 10 MAILBOX SECTION 1 1/2" = 1'-011 ............... 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 N O 00 Cn z V� 0 0 � Z z O 0 V w o z LL O z OJ o of O 0 z O ; J �00 C) 8 O� O N 0 � o O co = O Z N 4t z N W as REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 INTERIOR DETAILS -PUBLIC SPACES CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 SHEET NUMBER 184470 Al 1908 h IN AS -ED :E PER 4SING DES )D 1 g FIREPLACE W/FIREWOOD INSERT ' v 1 1 /2" = 1'-0" 3 GYP SOFFIT TO GYP CLG 3" = 1 '-0" 1 =7 ARTWORK NICHE 1 , 3" = 1 '-0" CONTINUOUS LED LIGHT PLACED AT FRONT OF RECESS GYP BOARD (1) 3-1 /2" METAL STUD PAINT TO MATCH FACE OF WALL WOOD WALLCOVERING PER FINISH SCHEDULE QUARTZ PER FINISH SCHEDULE A GYP TO ACT 3" = 1'-0" 1 A FLOATING SHELF I �r 3" = 1'-0" rAl FACE OF WALL PROVIDE CONTINUOUS BLOCKING CONCEALED METAL BRACKET. HAFELE, SHELF SUPPORT 283.33.910 OR EQUAL MA SHELF W/ MITER CORNERS; SEAMLESS SURROUND PER FINISH SCHEDULE ROLLER SHADE AS SCHEDULED I 6" 6" z J_ W WALL WHERE OCCURS - SEE FLOOR a PLAN = LD z wg 5 ROLLER SHADE POCKET 3" = 1'-0" GYP. BD. CEILING PER CEILING PLAN 5/8" GYP SOFFIT WITH CORNER BEAD THERMOSTAT SWITCH GANG i/ .'won ►;� am 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. O N O 00 Cn z V� 0 0 � Z z O v, V LU 0 z z LL O OJ o of O 0 z O LU00 ; J C) 8 O� O N J o O co = 4t O Z N z W N Q a REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 INTERIOR DETAILS - CEILING & WALL CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SMTTWM LOWER PRIORITY WALL IF F Ma In■ r. G'C •-. 1_ LOWER PRIORITY WALL INTERSECTION PRIORITY DIAGRAMS 1 1 /2" = 1 '-0" ]HER PRIORITY WALL 'M&NIMG 1_ R PRIORITY WALLS CURTAIN WALL FRAMING FINISHED SILL BELOW - DO NOT CUT SILLS FOR MULLION CLOSURES OR WALL INTERSECTIONS METAL STUD - FULL HEIGHT AT FACE OF EXISTING SILL STUD o W z J O O Lu Co Ln 1u z of Q�w LU w O �z w w �U J z NEOPRENE GASKET ACOUSTIC SEALANT ALUMINUM CHANNEL - MATCH WINDOW FRAME - EXTEND FULL HEIGHT OF WINDOW 1 () METAL WALL @MULLION ' J 3" = 1 '-0" V w J m U) U) Q i LL w �L PRIORITY WALLS PRIORITY WALL * WALL PRIORITY LEGEND 4 HOUR FIRE RATED 1 3 HOUR FIRE RATED 2 2 HOUR FIRE AND SMOKE RATED 3 2 HOUR SMOKE RATED 4 1 HOUR FIRE AND SMOKE RATED 5 1 HOUR FIRE RATED 6 NON FIRE RATED SMOKE RATED 7 NON RATED 8 METAL STUD SHEET METAL 4INCH ANCHOR TO METAL STUDS W/ (2) #10 SCREWS PER STUD (A)PLAN TYPICAL WALL BACKING FOR OBJECTS WITH MAXIMUM VERTICAL LOAD OF 50 LBS/LINEAL FT OR 100 LBS POINT LOAD uq w J m uq uq w uq ADDITIONAL BACKING AT UPPER CABINETS & SHELVES CLEAT OR SIM SCHEDULED EQUIPMENT OR ACCESSORY UNPUNCHED SHEET METAL TRACK 6 INCH NOTCH FLANGE AT VERTICAL FRAMING - ATTACH WITH (3) #10 SCREWS @ EACH STUD ATTACH TO TWO STUDS MIN EXTEND 6 INCH BEYOND POINTS OF CONNECTION VLAIN ` METAL STUD B) TYPICAL WALL BACKING FOR OBJECTS WITH MAXIMUM VERTICAL LOAD OF 200 LBS/LINEAL FT OR 395 LBS POINT LOAD UNPUNCHED METAL TRACK OR SHEET METAL - ATTACH TO TWO STUDS MIN AS DESCRIBED IN TYPE (A) AND (B) NOTES ABOVE. METAL STUDS - EACH SIDE OF BACKING PLATE ? NOTE: 1. COORDINATE BACKING LOCATION WITH ACCESSORY MANUFACTURER MOUNTING INSTRUCTIONS. 2. UNITS HEAVIER THAN 200 LBS/LINEAL FT OR 395 LBS POINT LOADS ARE NOT TO BE WALL MOUNTED. 3. PROVIDE BACKING AT ALL WALL MOUNTED ITEMS 15 METAL WALL @TYPICAL BACKING 3" = 1'-0" d A PLAN +/ 2'- 8" CENTER ON TV WIDTH I I I i OUTLETS PER PLAN CENTERLINE OF TELEVISION AND OUTLETS I I i ii i I I11 ? — - — - — - +-1-1—+ I I I III I I I I'I I I I I�I EXTENT OF PLYWOOD BACKING ............ & WOOD BACKING I I III DOUBLE STUD 2 METAL WALL @ TV 0 1 1 /2" = 1'-0" i/ lam a�E Of ►'ifs _. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 508.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 N O 00 m z V� OO 0 � Z z O V Lu 0 z z L.L O OJ o of O 0 z O>Lu J O� c: O O o Z z Q N Q REVISION DATE REASON FOR ISSUE 1-METAL WALLS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER h Al 1 41 F P H G FG N G VG FL ELEVATIONS -DOOR TYPES (PANEL) 1 /2" = 1'-0" * 90 MIN HORIZONTAL EXIT DOORS = GL-44 WINDOW GLAZING (WHERE WINDOW IS LESS THA 100 SQ. IN.) OMITTED II\L f l\V I LL LV I\!ll IIVV VL/'ILIIVV CCD 005 20 MIN: GL-40 45 MIN: GL-42 WIDTH I I WIDTH ELEVATIONS -DOOR TYPES (OPERATION) 1 /2" = 1'-0" WIDTH 1 2'- 0" )TECTED RATING GLAZING G L-40 G L-42 G L-44 A S1 ELEVATIONS - DOOR FRAME TYPES 1 /21' = 1'-0" «W l]CIVCKHI UM I-uum) 0 AS 1002 GENERAL NOTES - DOORS 1. 2. 3. 4. 5. N 7. 8. 9. 10 11 12 13 14 15 16 REFER TO SHEET AO.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. INTERIOR AND EXTERIOR METAL DOORS AND FRAME COLORS SHALL MATCH ADJACENT WALL COLORS OR AS OTHERWISE SCHEDULED OR NOTED. PROVIDE FLOOR STOPS OR WALL STOP AT ALL LOCATIONS WHERE DOOR WOULD OTHERWISE STRIKE WALL. ALL EXTERIOR DOORS LOCATED WITHIN THE HEATED ENVELOPE SHALL BE INSULATED. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. IN ACCORDANCE WITH ICC/ANSI 404.2.9 (WHEN ALLOWED BY THE AHJ) AT REQUIRED FIRE RATED DOORS, THE MAXIMUM EFFORT MAY BE INCREASED TO A MAXIMUM OF 15 POUNDS. CENTER HAND ACTIVATED HARDWARE BETWEEN 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND -ACTIVATED AND ARE IN A PATH OF TRAVEL TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH/PULL ACTIVATION BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS TO OPERATE AS ABOVE IN THE EGRESS DIRECTION IN ACCORDANCE WITH ICC/ANSI 309.4AND 404.2.7 DOOR OPENINGS ARE MEASURED FROM THE FACE OF THE DOOR TO THE FACE OF OPPOSING STOP WHEN OPENED AT AN ANGLE OF 90 DEGREES FROM CLOSED POSITION IN ACCORDANCE WITH ICC/ANSI 404.2.2 AND 404.2.3. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE LEAF MUST PROVIDE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32 INCHES WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION IN ACCORDANCE WITH ICC/ANSI 404.2.2 AND 404.2.3. MAXIMUM OFFSET OF FLOOR OR LANDING ADJACENT TO DOORS IS 1/2 INCH. BEVEL CHANGES IN LEVEL GREATER THAN 1/4 INCH AT A SLOPE NOT TO EXCEED 1:2 IN ACCORDANCE WITH ICC/ANSI 303.2 AND 303.3. DO NOT MOUNT DOOR HARDWARE BELOW 34 INCHES ABOVE FINISHED FLOOR. PROVIDE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR ON SURFACES WITHIN 10 INCHES OF THE FLOOR MEASURED VERTICALLY IN ACCORDANCE WITH ANSI 404.2.9. UNLESS NOTED OTHERWISE, ALL EXTERIOR HOLLOW METAL DOOR FRAMES TO HAVE''/z INCH FLANGE AT FACE OF ADJACENT SHEATHING (HEAD AND JAMB). PROVIDE FIRE RATED GLAZING MEETING THE REQUIREMENTS OF TABLES 716.3 AND 716.5 OF THE BUILDING CODE FOR ALL FIRE RATED DOORS CONTAINING VISION PANELS. PROVIDE'FIRE PROTECTION' OR'FIRE-RESISTANCE' RATED GLAZING MEETING THE REQUIREMENTS OF TABLES 716.3 AND 716.5 FOR ALL SIDELIGHTS AND TRANSOMS IN FRAMES CONTAINING FIRE RATED DOORS. WHERE EXIT DEVICES ARE REQUIRED ON FIRE RATED DOORS, PROVIDE DEVICES COMPLIANT WITH NFPA 80 AND WITH UL LABELING INDICATING "FIRE EXIT HARDWARE". EGRESS DOORS ON LEVEL 2 TO COMPLY WITH IBC 1010.1.9.6 CONTROLED EGRESS DOORS. DOOR ABBREVIATIONS ABBREVIATION TERM BARN BARN DOOR PKT. POCKET R.O.H. ROLLING OVERHEAD DOOR SLDR. SLIDING WP WOOD VENEER PANEL E EMBOSSED PANEL F FLUSH G GLASS FG FULL GLASS HG HALF GLASS NG NARROW GLASS VG VISION GLASS L LOUVER ILL TOP & BOTTOM LOUVER TL TOP LOUVER PS PREFINISHED STEEL 9Q81 ICOFF - _. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 N O 00 Cn z to 0 o Z z O Ln V1 W 0 z LL O z O o O z O LU00 > J 8 O N oCD J o CD Oco = ZCD N z Q REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 DOOR & FRAME TYPES CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 SHEET-N-UMBER wq= w A 2901n,4 0- ASI 001 DOOR SCHEDULE DOOR FRAME HARDWARE SET SIZE PANEL o z c w J O N l7 Z w Of Q IIIQ 0 = u w u = w Z w _j Q Of= Q Of I- Q DC N Y w F_ w w p 2 l_7 u O a = Lu of w Of w NO O Z (D LOCATION OPERATION "' _ Q z z Q Q Q Q x COMMENTS REVISION 2 � a L a L 2 U v1 U w 0002A ELECTRICAL TO PARKING GARAGE SWING 3'- 6" 7'- 0" 1 3/4" F MTL P HM P MTL 90 9.0 ■ ■ ■ CCD 007 0003 MDF TO PARKING GARAGE SWING 3- 6" 7' - 0" 1 3/4" F MTL P HM P MTL NR 16.0 ■ ■ 0004A PARKING GARAGE TO LAUNDRY DOUBLE SWING 5'- 6" 7'-0" 1 3/4" F MTL P HM P MTL NR 13.0 ■ ■ 0004C LAUNDRY TO PARKING GARAGE SWING 3'- 6" 7'- 0" 1 3/4" F MTL P HM P MTL NR 20.0 ■ 0005 PARKING GARAGE TO BOILER SWING 3-6" 7'-0" 1 3/4" F MTL P HM P MTL 90 20.0 ■ 0006 PARKING GARAGE TO VESTIBULE SWING 3'- 0" 7'- 0" 1 3/4" HG MTL P HM P MTL NR 28.0 ■ ■ 0007 PARKING GARAGE TO STOR. SWING 3- 0" 7'- 0" 1 3/4" F MTL P HM P MTL NR 21.0 0008 MAINT. TO PARKING GARAGE SWING 3-6" 7'-0" 1 3/4" F MTL P HM P MTL NR 9.0 ■ ■ 0009 PARKING GARAGE TO MECH SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL NR 21.0 ■ ■ ST1-P1 PARKING GARAGE TO SWING 7'-0" 1 3/4" F MTL P HM P MTL 180 11.0 ■ ■ ■ 1005 BISTRO TO RR S 3' - 0" 7'-0" 1 3/4" F WD P HM P MTL NR 30.0 1006 BISTRO TO RR SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL NR 30.0 1007 EXTERIOR TO DINING SWING 3'- 0" 7'- 10 3/4" 1" FG AL MFR AL MFR MTL NR 4.0 ■ ■ ■ 1007A STORAGE TO DINING DOUBLE SWING 5'- 0" 6'- 8" 1 3/4" E WD STN WD P WD NR 17.0 1007B STORAGE TO DINING DOUBLE SWING 5'- 0" 6'- 8" 1 3/4" E WD STN WD P WD NR 17.0 1008 FAMILY ROOM TO DINING SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN HM P WD NR 14.0 ■ 1009A BEVERAGE STATION TO DINING SWING 3-0" 7'-0" 1 3/4" VG WD STN HM P WD NR 27.0 ELIASON 1009B CORRIDOR TO KITCHEN SWING 3'- 6" 7'- 0" 1 3/4" F MTL P HM P MTL NR 24.0 ■ ■ 1011 KITCHEN TO OFF. SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL NR 22.0 1012 KITCHEN TO DRY STOR. ROOM SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL NR 22.0 1015 CORRIDOR TO TRASH SWING 3'- 6" 7'- 0" 1 3/4" F MTL P HM P MTL NR 28.0 COMMENT NOTE #1 1016 RECEIVING TO CORRIDOR SWING 3'-6" 7'-0" 1 3/4" F MTL P HM P MTL 20 24.0 ■ ■ 1017A PARKING GARAGE TO RECEIVING SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL NR 7.0 ■ ■ ■ 1017B RECEIVING TO RECEIVING SWING 3'- 6" 7'- 0" 1 3/4" F MTL P HM P MTL 20 24.0 ■ ■ 1017C PARKING GARAGE TO RECEIVING R.O.H. 10' - 0" 10' - 0" 2" R.O.H. MFR MFR MFR MFR MFR NR 38.0 INSULATED, MIN U-0.17 4 1019A EMPLOYEE LOUNGE TO RECEIVING SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL NR 15.0 ■ 1019B EMPLOYEE LOUNGE TO RR SWING 3- 0" 7'- 0" 1 3/4" F WD P HM P MTL NR 26.0 1020 ELEV. WAITING TO RECEIVING SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 24.0 A 1021 RECEPTION TO ADMIN SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN I HM P WD 20 24.0 ■ ■ 1022A RECEPTION TO DISCOVERY/ CO N F. SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN HM P WD 20 25.0 ■ ■ 1022B RECEPTION TO DISCOVERY/ CONF. SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN HM P WD 20 25.0 ■ ■ 1023 ADMIN TO SALES MGR SWING 3' - 0" 7'- 0" 1 3/4" FG WD STN WD STN WD NR 22.0 1024 ADMIN TO SALES MGR SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN WD STN WD NR 22.0 1025 ADMIN TO EXEC DIR. SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN WD STN WD NR 22.0 1026 ADMIN TO RR SWING 3-0" 7'-0" 1 3/4" F WD STN WD STN WD NR 26.0 1027 ADMIN TO BUSINESS OFFICE MGR SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN WD STN WD NR 22.0 1030 EXTERIOR TO TRASH COLLECTION R.O.H. 10' - 0" 10' - 0" 2" R.O.H. MFR MFR MFR MFR MFR NR 38.0 1030A TRASH COLLECTION TO EXTERIOR SWING 3'- 0" 6'- 8" 1 3/4" F MTL P HM P MTL NR 8.0 1031 GENERATOR TO PARKING GARAGE MECHANICAL R.O.H. 13- 0" 12' - 0" 2" R.O.H. MFR MFR HM MFR MFR 90 38.0 24 1032 PARKING GARAGE TO SWING 3' - 0" 6'- 8" 1 3/4" F MTL P HM P MTL NR 21.0 1034 RISER ROOM PARKING GARAGE RAMP STAIR - 02 TO EXTERIOR SWING 3'- 0" 7'- 0" 15' - 0" 1 3/4" 2" F R.O.H. MTL MFR P MFR HM MFR P MFR MTL MFR NR NR 8.0 38.0 1040 TO PARKING GARAGE Riiu"RA- EXTERIOR 51 ST2-1 TO 3'- 0" 1-01. 1 3/4" F MTL P HM P MFR NR 6.0 ■ ■ ■ ST3-1 PARKING GARAGE TO EXTERIOR SWING 3- 6" 0'- 0" 1 3/4" F MTL MFR HM P MFR NR 6.0 ■ ■ ■ 2000A ELEV. WAITING FROM COURTYARD SWING 3'- 0" 7'- 0" 1 3/4" FG AL MFR AL MFR MTL NR 2.0 ■ ■ ■ ■ A 2000B COURTYARD FROM CORRIDOR SWING 3-0" 7'-0" 1 3/4" FG AL MFR AL MFR MTL NR 2.0 ■ ■ 2001 TRASH TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 2002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'- 0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ CCD 2003 JAN TO CORRIDOR SWING 3- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 2004 CORRIDOR TO STOR. SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL 20 21.0 ■ ■ A 2005 STOR. TO CORRIDOR SWING 3-0" 7'-0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 2006 IDF/ELEC TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P WD 45 21.0 ■ ■ ST1-2 CORRIDOR TO STAIR - 01 SWING 3- 0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-2 CORRIDOR TO STAIR - 02 SWING 3' - 0" 7' - 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 3001 TRASH TO CORRIDOR SWING 3-0" 7'-0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 3002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'- 0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 3003 JAN TO CORRIDOR SWING 3- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 3004 CORRIDOR TO STOR. SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL 20 21.0 ■ ■ A 3005 STOR. TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 45 21.0 ■ ■ 3006 IDF TO CORRIDOR SWING 3'-0" 7'-0" 1 3/4" F MTL P HM P WD 45 21.0 ■ ■ ST1-3 CORRIDOR TO STAIR - 01 SWING 3'- 0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-3 CORRIDOR TO STAIR - 02 SWING 3'- 0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 4001 TRASH TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 4002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'-0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 4003 JAN TO CORRIDOR SWING 3' - 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 4004 CORRIDOR TO STOR. SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ 4005 CORRIDOR TO STOR. SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 4006 IDF TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 45 21.0 ■ ■ ST1-4 CORRIDOR TO STAIR - 01 SWING 3-0" 7'-0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-4 CORRIDOR TO STAIR - 02 SWING 3'-0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 5001 TRASH TO CORRIDOR SWING 3'-0" 7'- 0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 5002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'-0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 5003 JAN TO CORRIDOR SWING 3- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 5004 CORRIDOR TO ACT. DIR. OFFICE SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 23.0 ■ ■ A 5005 CORRIDOR TO STOR. SWING 3-0" 7'-0" 1 3/4" F MTL P HM P WD 20 21.0 ■ ■ 5006 IDF TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P WD 45 21.0 ■ ■ ST1-5 CORRIDOR TO STAIR - 01 SWING 3-0" 7'-0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-5 CORRIDOR TO STAIR - 02 SWING 3- 0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 6001 TRASH TO CORRIDOR SWING 3-0" 7'-0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 6002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'- 0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 6003A THEATER/COMMUNITY TO ELEV. WAITING SWING 3- 0" 7'-0" 1 3/4" FG WD STN HM P MTL 20 10.0 ■ ■ A 6003B THEATER/COMMUNITY TO ELEV. WAITING SWING 3- 0" 7'-0" 1 3/4" FG WD STN HM P MTL 20 10.0 ■ ■ A 6003C AV TO THEATER/COMMUNITY DOUBLE SWING 3'- 6" 7'- 0" 1 3/4" FF WD STN WD STN WD NR 17.0 6003D STOR. TO THEATER/COMMUNITY DOUBLE SWING 3- 6" 7'-0" 1 3/4" FF WD STN STN WD NR 17.0 6003E EXTERIOR DECK TO THEATER/COMMUNITY SWING 3'- 0" 7' - 0" 1 3/4" FG MTL MFR MTL NR 5.0 6003F THEATER/COMMUNITY TO EXTERIOR DECK FOLDING 14' - 0" 7'- 0" 2" FG MTL MFR FIR MFR MFR NR 6005 ELEV. CONTROL TO ELEV. WAITING SWING 3'- 0" 7'- 0" 1 3/4" HM HM P HM P MTL 90 21.0 ■ ■ A 6006 ELEV. WAITING TO RR SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL 20 26.0 ■ ■ A CCD 6006A JAN TO ELEV. WAITING SWING 3' - 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.1 ■ ■ 1, A 6007 FITNESS TO ELEV. WAITING SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN HM P MTL 20 10.0 ■ ■ A 6008 SALON FROM CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F WD STN HM P MTL 20 24.0 ■ ■ A 6009 RR FROM CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F HM P HM P MTL 20 26.0 ■ ■ A 6010 CORRIDOR TO RR SWING 3'- 0" 7'- 0" 1 3/4" F HM P HM P MTL 20 26.0 ■ ■ A 6011 IDF TO CORRIDOR SWING 3' - 0" 7'-0" 1 3/4" F MTL P HM P WD 20 21.0 ■ ■ A ST1-6 CORRIDORI TO I STAIR - 01 SWING 3'- 6" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-6 CORRIDOR TO STAIR - 02 SWING 3'- 6" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ C 103 1 305 NOTE: DOOR #0002B WAS OMITTED 0 AS 1001 FI #51: Stair Door Opening Sizes GENERAL NOTES - DOORS 1. REFER TO SHEET An 01 FOR'PROJECT NOTES APPLICABLE TO ALL PORTIONS OF THE WORK. 2. INTERIOR AND EXTERIOR METAL DOORS AND FRAME COLORS SHALL MATCH ADJACENT WALL COLORS OR AS OTHERWISE SCHEDULED OR NOTED. 3. PROVIDE FLOOR STOPS OR WALL STOP AT ALL LOCATIONS WHERE DOOR WOULD OTHERWISE STRIKE WALL. 4. ALL EXTERIOR DOORS LOCATED WITHIN THE HEATED ENVELOPE SHALL BE INSULATED. 5. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. IN ACCORDANCE WITH ICC/ANSI 404.2.9 (WHEN ALLOWED BY THE AHJ) AT REQUIRED FIRE RATED DOORS, THE MAXIMUM EFFORT MAY BE INCREASED TO A MAXIMUM OF 15 POUNDS. 6. CENTER HAND ACTIVATED HARDWARE BETWEEN 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND -ACTIVATED AND ARE IN A PATH OF TRAVEL TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH/PULL ACTIVATION BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS TO OPERATE AS ABOVE IN THE EGRESS DIRECTION IN ACCORDANCE WITH ICC/ANSI 309.4 AND 404.2.7 7. DOOR OPENINGS ARE MEASURED FROM THE FACE OF THE DOOR TO THE FACE OF OPPOSING STOP WHEN OPENED AT AN ANGLE OF 90 DEGREES FROM CLOSED POSITION IN ACCORDANCE WITH ICC/ANSI 404.2.2 AND 404.2.3. 8. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE LEAF MUST PROVIDE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32 INCHES WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION IN ACCORDANCE WITH ICC/ANSI 404.2.2 AND 404.2.3. 9. MAXIMUM OFFSET OF FLOOR OR LANDING ADJACENT TO DOORS IS'/z INCH. BEVEL CHANGES IN LEVEL GREATER THAN 1/4 INCH AT A SLOPE NOT TO EXCEED 1:2 IN ACCORDANCE WITH ICC/ANSI 303.2 AND 303.3. 10. DO NOT MOUNT DOOR HARDWARE BELOW 34 INCHES ABOVE FINISHED FLOOR. 11. PROVIDE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR ON SURFACES WITHIN 10 INCHES OF THE FLOOR MEASURED VERTICALLY IN ACCORDANCE WITH ANSI 404.2.9. 12. UNLESS NOTED OTHERWISE, ALL EXTERIOR HOLLOW METAL DOOR FRAMES TO HAVE 1/2 INCH FLANGE AT FACE OF ADJACENT SHEATHING (HEAD AND JAMB). 13. PROVIDE FIRE RATED GLAZING MEETING THE REQUIREMENTS OF TABLES 716.3 AND 716.5 OF THE BUILDING CODE FOR ALL FIRE RATED DOORS CONTAINING VISION PANELS. 14. PROVIDE'FIRE PROTECTION' OR'FIRE-RESISTANCE' RATED GLAZING MEETING THE REQUIREMENTS OF TABLES 716.3 AND 716.5 FOR ALL SIDELIGHTS AND TRANSOMS IN FRAMES CONTAINING FIRE RATED DOORS. 15. WHERE EXIT DEVICES ARE REQUIRED ON FIRE RATED DOORS, PROVIDE DEVICES COMPLIANT WITH NFPA 80 AND WITH UL LABELING INDICATING "FIRE EXIT HARDWARE". 16. EGRESS DOORS ON LEVEL 2 TO COMPLY WITH IBC 1010.1.9.6 CONTROLED EGRESS DOORS. DOOR ABBREVIATIONS ABBREVIATION TERM BARN BARN DOOR PKT. POCKET R.O.H. ROLLING OVERHEAD DOOR SLDR. SLIDING WP WOOD VENEER PANEL E EMBOSSED PANEL F FLUSH G GLASS FG FULL GLASS HG HALF GLASS NG NARROW GLASS VG VISION GLASS L LOUVER LL TOP & BOTTOM LOUVER TL TOP LOUVER A PS PREFINISHED STEEL *01 DOOR TO BE SELF- OR AUTMOATIC-CLOSING UPON THE DETETION OF SMOKE IN ACCORDANCE WITH IBC 2015 71 6.5.9.3 COMMENT NOTES 1. DOOR TO BE SELF- OR AUTOMATIC -CLOSING UPON THE DETETION OF SMOKE IN ACCORDANCE WITH I BC 2015 716.5.9.3 2. DOORS TO BE CONTROLLED EGRESS IN ACCORDANCE WITH IBC 1010.1.9.6. DOOR SCHEDULE - UNITS DOOR FRAME HARDWARE SIZE PANEL a 0 O z 0 ''' w 0 u Y O= o N l7 Z w w Q H U) U w w Z w U _ Z Q � _U w in w Z O w o = l7 Y u J �^ a J �^ uw 0 � 0 u z 0 O � FA o ��„ O NO. DESCRIPTION OPERATION ? _ - TYPE LL = u w a w u COMMENTS REVISION L.LZ v2i d A UNIT ENTRY SWING 3' - 0" 7'- 0" 1 3/4" F WD PAINT A PS PAINT 20 31.0 B UNIT BED SWING 3- 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 34.0 Cl UNIT BATH SWING 3'- 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 34.0 D1 UNIT CLOSET SWING 3'- 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 35.0 D2 UNIT CLOSET SWING 2'- 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 35.0 D3 UNIT CLOSET DOUBLE SWING 4' - 0" 6'- 8" 1 3/8" FF WD PAINT A WD PAINT NR 36.0 D4 UNIT CLOSET DOUBLE SWING 5'- 0" 6'- 8" 1 3/8" FF WD PAINT A WD PAINT NR 36.0 D5 UNIT CLOSET DOUBLE SWING 6'- 0" 6'- 8" 1 3/8" FF WD PAINT A WD PAINT NR 18.0 F UNIT LAUNDRY SWING 3'- 0" 6'- 8" 1 3/8" FL WD PAINT A WD PAINT NR 35.0 F2 UNIT LAUNDRY SWING 2'- 6" 6'- 8" 1 3/8" FL WD PAINT A WD PAINT NR 35.0 G UNIT DECK SWING 3'- 0" 7- 0" 1 3/4" FG'jlYNL MFR A VYNL MFR NR 32.0 FI #400: Door Trim Size to 2" 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N 00 M Z V) 0 C Z z O Un V1 W 0 Z z L.L O O 0 Lu QC 0 z O Lu00 ; J 8 O N oCD J o O co CD = Z N z u a Q N Q w REVISION DATE REASON FOR ISSUE 06.15.22 RFI - 051 07.07.22 AS1002 12.30.22 CCD 003 04.07.23 CCD 005 05.12.23 CCD 007 DOOR SCHEDULE CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 0 N En ........ 0 N 2'-6" Ln 4'-6" .............J.... T Ln o ........ 7'-0" T-0" 2'-6" 4'-6" r r 1% O O F2 O O ELEVATIONS". EXTERIOR WINDOW TYPES FI #57: Window Discrepancy GENERAL NOTES - WINDOWS 1. REFER TO SHEET An 01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PROVIDE SAFETY GLAZING AS REQUIRED TO MEET BUILDING CODE SECTION 2406. 3. FOR WINDOWS IN TYPE A UNITS USED TO MEET NATURAL VENTILATION OR EMERGENCY EGRESS, ALL WINDOWS IN COMMON AREAS AND ALL WINDOWS IN ACCESSIBLE UNITS, ENSURE THAT ALL OPERABLE PARTS ARE WITHIN REACH RANGE, OPERABLE WITH A CLOSED FIST AND USING MAXIMUM PRESSURE OF NO MORE THAN 5 LB. 4. ALL WINDOW DIMENSIONS ARE TO EDGE OF FRAME (NOT INCLUDING FLANGES) UNLESS NOTED OTHERWISE. 5. GLAZING IDENTIFIED WITH 'T' TO BE TEMPERED. 1/2" = 1'-0" _... PROVIDE SAFETY GLAZING IN ACCORDANCE WITH CODE SECTION 2406, AS FOLLOWS: A. ALL DOORS 2' 0"... .............................. B. ALL FIXED PANELS THAT FALL WITHIN A 24" ARC OF 4ir... 1 I ANY DOOR AND WITHIN 60" OF THE FLOOR 5 i o SIDELITE C. OUTBOARD AND INBOARD LITES TO BE SAFETY GLAZING IN OPENINGS REQUIRING IT. EXCEPTION SIDELITE FIXED PANEL IS OUTBOARD PANES DO NOT NEED SAFETY 'B' SAFETY GLAZING GLAZING WHERE BOTTOM EDGE IS 25' OR MORE — — NOT REQUIRED ABOVE WALKING SURFACE/ROOF. 24" D. WINDOWS MEETING ALL OFTHE FOLLOWING: 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SQUARE FEET (0.84 mz) > 36" ....................... 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 CD INCHES (457 mm) ABOVE THE FLOOR JFIX;ED3.THETOP EDGE OF THE GLAZING ISGREATERTHAN36 INCHES (914 mm) ABOVE THE FLOOR 4 ONE OR MORE WALKING SURFACE S ARE WITHIN 36 %\ \ O INCHES (914 mm), MEASURED HORIZONTALLYAND IN A 24" / 24" , STRAIGHT LINE, OFTHE PLANE OFTHE GLAZING. O AA TYP _ _ _ _� C _ _ _� 5. EACH SAFETY GLAZING LITE TO HAVE BOTH INTERIOR 12 AND EXTERIOR PANES OF GLASS AS SAFETY GLAZING. A7 X 3' 0�� EXCEPTION: BOTTOM EDGE 25' OR MORE ABOVE WALKING ROOF OR WALKING SURFACE. WINDOW DETAIL KEY ELEVATIONS - INTERIOR WINDOW TYPES SAFETY GLASS CRITERIA DIAGRAM, TYP 1 /2" = 1'-0" .............. z LD I z o Iz z a a IO IO FI #90: Window Framing OMITTED HEADER )UGH NING '-X WOOD FRAMING )UGH NING NOTE: 1. WALLAND WINDOW FRAMING PER STRUCTURAL t r TYPICAL WINDOW FRAMING DETAIL @ 1-HOUR WALL 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N O 00 C, cn o 0 � Z z OLf) >a 0 � w 0 z z LL o OJ LU LU CC p � � z O > v00 CD o O N O CD J o 0 c) = Z N z w N Q � REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 WIN DOW TYPES & WINDOW SCHEDULE CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 I ` walm 0 N ... • • . ................ o .. EQ EQ S1 24' - 6" L. 3'- 3 3/4" _ EQ - EQ - EQ - EQ - EQ - EQ LSTOREFRONT DOOR, SEE DOOR SCHEDULE FOR SIZE AND HARDWARE 17'-0" EQ L. EQ L. EQ S6 11 '-4 3/4" EQ. _ WIDTH PER DOOR SCHEDULE _ EQ. LSTOREFRONT DOOR, SEE DOOR S10 SCHEDULE FOR SIZE AND HARDWARE GENERAL NOTES - WINDOWS 1. REFER TO SHEET An 01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PROVIDE SAFETY GLAZING AS REQUIRED TO MEET BUILDING CODE SECTION 2406. 3. FOR WINDOWS IN TYPE A UNITS USED TO MEET NATURAL VENTILATION OR EMERGENCY EGRESS, ALL WINDOWS IN COMMON AREAS AND ALL WINDOWS IN ACCESSIBLE UNITS, ENSURE THAT ALL OPERABLE PARTS ARE WITHIN REACH RANGE, OPERABLE WITH A CLOSED FIST AND USING MAXIMUM PRESSURE OF NO MORE THAN 5 LB. 4. ALL WINDOW DIMENSIONS ARE TO EDGE OF FRAME (NOT INCLUDING FLANGES) UNLESS NOTED OTHERWISE. 5. GLAZING IDENTIFIED WITH 'T' TO BE TEMPERED. 617 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N O 00 m z to 0 0 0 z z O � Q l0 w o z z LL O OJ o O � � z 0 > v00 J CD 8 O N O CD J o 0 O = Z N z Of N Q � Q w REVISION DATE REASON FOR ISSUE STOREFRONT TYPES CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 UNIT FINISH SCHEDULE FLOOR BASE WALLS COUNTER BACKSPLASH CABINET CEILING DOORS & FRAMES COMMENTS BATHROOMS LVT-51U RB-S1U P-51U ST-51U 5T 1._i CAB 1 P-53U P-53U 15EWORK: P-53U; ACCENT PAINT: P 52U LIVING AREA LVT-51U RB-51U P-51U P-53U P•53U BEDROOMS C-51U RB-51U P-S1U P-53U IP-53U P-S3U KITCHEN LVT-51U RB-51U P-51U Q-51U T :.! CAB-1 P-53U P-53U WTR HTR CLOSET LVT-51U RB-51U P-51U P-53U P-53U ASEWORK: P-53U BEDROOM CLOSET LVT-51U RB-51U P-51U a P-53U NOTE: TARKETT (FORMLY JOHNSONITE) SLIM LINE STERLING FINISH AT UNIT FLOOR TRANSITIONS STRIP, WHERE NEEDED (PER MASTER SPEC). • • FI #396: Transition Strip From LVP & Carpet ELEVATOR FINISH SCHEDULE ELEVATORS FLOOR BASE WALLS CEILING HANDRAIL COMMENTS ELEV 01 ELEV 02 ILVT-2 LV f ? MFR STD PL-03 MFR STD iPL-03 MFR STD MFR STD MFR STD IMFRSTD I MEMO RFI #103: Countertop for GL650 UC induction ranges -RFI #406: Mockup Review: Accent Wall FI #405: Grab Bar Installation ROOM I WALL FINISH I CASEWORK COUNTERT NO. ROOM NAME FLOOR FINISH BASE FINISH I N E S W FINISH OP FINISH CEILING FINISH COMMENTS LEVEL P1 0001 CORRIDOR SC-1 RB-2 P-1 P-1 P-1 P-1 - - - 0002 ELECTRICAL SC-1 - - - - - - - - 0003 MDF SC-1 - - - - - 0004 LAUNDRY SC-1 RB-1 P-1 P-1 P-1 P-1 CWS-4, PL-2 PL-1 - 0005 BOILER SC-1 - - - - - - - - 0006 VESTIBULE C-1 RB-1 P-1 P-1 P-10 P-1 - - GYP: P-2 0007 STOR. SC-1 RB-2 P-1 P-1 P-1 P-1 - - - 0008 MAI NT. SC-1 - - - - - - - 0009 MECH SC-1 - - - - - - - - 6020 DETENTION VAULT SC-1 - - - - - - - - ST1-P1 STAIR-01 C-15 RB-1, RB-3 P-1 P-1 P-1 P-1 - - - LEVEL 1 1000 VEST. T-1, C-1 T-1 T-1 T-1 T-1 T-1 - - GYP: P-13 1001 GREAT ROOM C-6, C-7 B-1 P-1, P-15, P-20 P-1, P-15, P-20, P-22, - P-1 - - GYP:P-2, GYP: P-13 MTL-1 FLOATING SHELVES; RS-1; F-9 FULL HEIGHT DRAPERIES 1002 BISTRO C-6, T-2, T-4, T-5 B-1, T-15a P-1, P-15, P-20 P-1, P-15, P-20, P-22, TR-1 P-1, P-15, P-20 P-1, P-15, TR-1, WD-1, T-9 T-11, T-15, T-15a, WC-14 Q-1 GYP:P-2, GYP: P-13 RS-1 1003 MAIL C-4 B-1 P-1, TR-1, WC-3 P-1, P-3, TB-1, TR-2, TR-3, WC-3 P-3, TR-2, WC-3 P-3, TR-2, WC-3 CWS-2 Q-3 GYP:P-2 TACKBOARD 1004 ELEV. WAITING C-4 B-1, T-12 WC-2 WC-2 T-12, T-14, P-1 P-1 - - GYP: P-2 1005 RR T-3 T-17 T-17, T-17c,T-17d P-4 P-4 P-4 CWS-3 Q-2 GYP: P-2 MR-3, MR-4 1006 RR T-3 T-17 P-5 P-5 T-17, T-17a, T-17b P-5 CWS-3 Q-2 GYP: P-2 MR-3, MR-4 1007 DINING C-2 B-1, B-3 P-1,P-15, WC-1, TR-4 P-1, P-15 P-1, P-6, P-15, WD-5, WVP-2 P-1, P-15, TR-2 - - GYP: P-2, P-7 RS-1; F-10 FULL HEIGHT DRAPERY 1007A STORAGE C-2 RB-2 P-1 P-1 P-1 P-1 - - GYP: P-2 1007B STORAGE C-2 RB-2 P-1 P-1 P-1 P-1 - - GYP: P-2 1008 FAMILY ROOM C-5 B-1 T-20, P-1 P-1 WC-5 P-1 CWS-2 Q-3 GYP: P-1, GYP: P-8 RS-1; RS-2; F-11 FULL HEIGHT DRAPERY 1009 KITCHEN T-4 T-4 FRP-1 FRP-1, P-1 FRP-1, P-1 FRP-1, P-1 - - ACT-3 FRP FULL HEIGHT AT NORTH WALL; FRP TO BE 16"H ABOVE COUNTER OR 52"H AT ALL OTHER WALLS 1010 BEVERAGE STATION T-4 T-4 FRP-1 FRP-1, P-1 FRP-1, P-1 FRP-1, P-1 - - ACT-3 FRP FULL HEIGHT AT NORTH WALL; FRP TO BE 16"H ABOVE COUNTER OR 52"H AT ALL OTHER WALLS 1011 OFF. T-4 T-4 P-1 P-1 P-1 P-1 - - ACT-3 1012 DRY STOR. ROOM T-4 T-4 P-1 P-1 P-1 P-1 - - ACT-3 1015 TRASH SC-1 RB-1 P-1 FRP-1, P-1 FRP-1, P-1 P-1 - - P-2 FRP AT ENTIRE SPLASH ZONE PER EHS REQ'S 1016 CORRIDOR SC-1 RB-1 P-1 P-1 P-1 P-1 - - ACT-1 1017 RECEIVING SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 1018 IDF SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 1019 EMPLOYEE LOUNGE SV-1 RB-2 P-1 P-1 P-1 P CWS-4 PL-1 ACT-1 RS-1 1019A RR SV-1 RB-2 P-1 P-1 P-1 P-10 - - GYP: P-2 MR-6 1020 CORR. SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 1020A RECEPTION C-6, C-13 B-1 - P-1 P-20 P-1 CWS-1, WD-3 Q-1 GYP: P-2 1021 ADMIN C-3 B-1 P-1 P-1 P-1 P-1 CWS-4, PL-2 Q-1 GYP: P-2 1022 DISCOVERY/ CONF. C-6 B-1 P-1 P-1 WC-4 P-14 - - - 1023 SALES MGR C-4 RB-2 P-1 P-1 P-10 P-1 - - ACT-1 1024 SALES MGR C-4 RB-2 P-1 P-1 P-10 P-1 - - ACT-1 1025 EXEC DIR. C-4 RB-2 P-1 P-1 P-10 P-1 - - ACT-1 1026 RR SV-1 RB-2 P-1 P-1 P-10 4 P-1 - - GYP: P-2 MR-6 1027 BUSINESS OFFICE MGR C-4 RB-2 P-1 P-1 P-10 P-1 - - ACT-1 1030 TRASH COLLECTION SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 1031 GENERATOR SC-1 - - - - - - - - 1032 MECHANICAL SC-1 - - - - - - - - 1034 RISER ROOM SC-1 - - - - - - - 1037 STAIR - 01 C-15 RB-1, RB-3 P-1 P-1 P-1 P-10 - - - 1038 STAIR - 02 A. C-15 RB-1, RB-3 P-1 P-1 P-1 P-10 - - - U LEVEL 2 2000 ELEV. WAITING C-8 RB-2 P-19, WC-13, Q-5 P-1, P-19 P-1, P-19 P-1, P-19 - - GYP: P-2; GYP: P-16 2001 TRASH SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 2002 ELEC/IDF SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 2003 JAN SC-1 RB-1 P-1 P-1 P-1, FRP-1 P-1, FRP-1 - - P-2 FRP AT ENTIRE SPLASH ZONE PER EHS REQ'S 2004 STOR. SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 2005 STOR. SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 2006 IDF/ELEC SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 2020 STAIR - 01 C-15 RB-1, RB-3 P-1 P-19 P-1 P-1 - - - 2100 CORRIDOR 4 C-8, C-9 RB-2 P-1, P-19 P-1, P-19 P-1, P-19, WC-13, Q-5 P-1, P-19 - - GYP: P-2, ACT-1 ST-02 STAIR - 02 C-15 RB-1, RB-3 P-1 P-1 P-1 P-19 - - GYP: P-2 LEVEL 3 I 3000 ELEV. WAITING C-10 RB-2 P-11, WC-13, Q-5 P-1, P-11 P-11 P-1, P-11 - - GYP: P-2, GYP: P-4 3001 TRASH SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 3002 ELEC/IDF SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 3003 JAN SC-1 ON RB-1 P-1 P-1 P-1, FRP-1 P-1, FRP-1 - - P-2 FRP AT ENTIRE SPLASH ZONE PER EHS REQ'S 3004 STOR. SC-1 ZA RB-1 P-1 P-1 P-1 P-1 - - P-2 3005 STOR. SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 3006 IDF SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 3100 CORRIDOR C-10, C-9 RB-2 P-1, P-11 P-1, P-11 P-1, P-11, WC-13, Q-5 P-1, P-11 - - GYP: P-2; ACT-1 ST1-03 STAIR - 01 C-15 I RB-1, RB-3 P-1 P-11 I P-1 I P-1 I - I - I GYP: P-2 ST2-03 STAIR - 02 C-15 RB-1, RB-3 P-1 P-1 P-1 P-11 - - GYP: P-2 ZA LEVEL 4 e 4000 ELEV. WAITING C-11 RB-2 P-14, WC-13, Q-5 P-1, P-14 P-14 P-1, P-14 - - GYP: P-2; GYP: P-16 4001 TRASH SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 4002 ELECADF SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 4003 JAN SC-1 RB-1 P-1 P-1 P-1, FRP-1 P-1, FRP-1 - - P-2 FRP AT ENTIRE SPLASH ZONE PER EHS REQ'S ZL, 4004 STOR. SC-1 ZA4 RB-1 P-1 P-1 P-1 P-1 - - P-2 4005 STOR. SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 4006 IDF SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 4100 CORRIDOR C-11, C-3 RB-2 P-1, P-14 P-1, P-14 P-1, P-14, WC-13, Q-5 P-1, P-14 - - GYP: P-2; ACT-1 ST1-04 STAIR - 01 C-15 RB-1, RB-3 P-1 P-14 P-1 P-1 - - GYP: P-2 ST2-04 STAIR - 02 C-15 RB-1, RB-3 P-1 P-1 P-1 P-14 - - GYP: P-2 LEVEL 5 e 5000 ELEV. WAITING C-12 RB-2 P-12, WC-13, Q-5 P-1, P-12 P-12 P-1, P-12 - - GYP: P-2, P-17 5001 TRASH SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 5002 ELECADF SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 5003 JAN SC-1 RB-1 P-1 P-1 P-1, FRP-1 P-1, FRP-1 - - P-2 FRP AT ENTIRE SPLASH ZONE PER EHS REQ'S 5004 ACT. DIR. OFFICE C-4 RB-2 P-10 P-1 P-1 P-1 - - ACT-1 5005 STOR. SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 5006 ID F SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 5100 CORRIDOR C-12, C-9 RB-2 P-1, P-12 P-1, P-12 P-1, P-12, WC-13, Q-5 P-1, P-12 - - GYP: P-2; ACT-1 ST1-05 STAIR - 01 C-15 RB-1, RB-3 P-1 P-12 P-1 P-1 - - - ST2-05 STAIR - 02 C-15 RB-1, RB-3 P-1 P-1 P-1 P-12 - - - FAM LEVEL 6 6000 ELEV. WAITING C-4 RB-2 P-1 P-1 P-1, P-17 P-1 - - GYP: P-2; GYP: P-21 6001 TRASH SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 6002 ELECADF SC-1 4 RB-1 P-1 P-1 P-1 P-1 - - P-2 6003 THEATER/COMMUN ITY AV C-14, LVT-2 RB-2 P-1 P-1 P-1, T-32 P-1, AWS-1 CWS-2 Q-3 GYP: P-2; GYP: WC-13 GYP: P-2 RS-1; F-15a & F-15b FULL HEIGHT DRAPERY 6003C C-14 RB-2 P-1 P-1 P-1 P-1 - - 6004D STOR. C-14 RB-2 P-1 P-1 P-1 P-1 - - GYP: P-2 6005 ELEV. CONTROL SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 6006 RR T-3 T-17 T-17, MR-3 P-1 P-1 P-1 CWS-3 Q-2 GYP: P-2 MR-3 6006A JAN SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 6007 FITNESS RAF-1 RB-2 P-1 P-9 P-1 P-1, HR-2, MR-2 - - ACT-1 RS-1 6008 SALON LVT-2 B-1 P-1, P-11, TR-1 P-1, P-11, TR-1 T-8, MR-1 P-1, P-15 CWS-3 Q-2 GYP: P-2 F-13 DRAPERY AT HAIR STATIONS; MR-1 6009 RR T-3 T-17 P-1 P-1 P-1 T-17, MR-3 CWS-3 Q-2 GYP: P-2 MR-3 6010 RR T-3 T-17 P-1 T-17, MR-3 P-1 P-1 CWS-3 Q-2 GYP: P-2 MR-3 6011 IDF SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 6100 CORRIDOR C-4, C-13 RB-2 P-1, P-17 P-1, P-17 P-1, P-17 P-1, P-17 - - GYP: P-2; ACT-1 ST1-06 STAIR - 01 C-15 RB-1, RB-3 P-1 P-17 P-1 P-1 - - GYP: P-2 ST2-06 STAIR - 02 C-15 RB-1, RB-3 P-1 P-1 P-1 P-17 - - GYP: P-2 e FINISH ABBREVIATIONS ACT Acoustical Ceiling Tile AWS Acoustic Wall System B Base C Carpet CAB Residential Casework CG Corner Guard CWS Casework F Fabric FP Fireplace FRP Fiberglass Reinforced Panels G Grout GL Glass GYP Gypsum Board HR Hand Rail LVT Luxury Vinyl Tile or Plank MR Mirror MTL Metal P Paint PL Plastic Laminate Q Quartz Solid Surfacing RAF Resilient Athletic Flooring RB Rubber Base RP Rope RS Roller Shade SC Concrete, Sealed SPP Solid Polymer Paneling ST Stone Slab STN Stain SV Sheet Vinyl T Tile TB Tackboard TR Trim WC Wall Covering WD Wood QWVP 4 Wood Veneer Paneling GENERAL NOTES - FINISH SCHEDULE 1. REFER TO ANTHOLOGY SENIOR LIVING DESIGN STANDARDS FOR TYPICAL CONDITIONS. 0 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. N O 00 M Z V) 0 0 0 Z z O� >a 0 � w 0 Z z L.L O OJ LU LU IY p � � z O LU ; 00 CD O O� N O CD J o 0 O = Z N z Of w N Q � REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 FINISH SCHEDULE CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 91 i i i FI #11: Footing and Retention Vault Slab Elevations i LEVEL P1 - SLAB PLAN GENERAL NOTES - SLAB PLANS 1. REFER TO SHEET An 01 FOR'PROJECT NOTES APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATION TAGS INDICATE TOP OF CONCRETE, UNLESS NOTED OTHERWISE. 3. VERIFY AND COORDINATE SLAB PENETRATIONS INCLUDING SLEEVES & BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 4. PROVIDE SLAB BLOCKOUTS FOR RECESSED DOOR HARDWARE. 5. SLAB PLANS INDICATE LAYOUT DIMENSIONS FOR CONCRETE SLABS, CURBS, CONCRETE WALLS, DEPRESSIONS, AND SLOPES, ONLY. REFER TO STRUCTURAL FOR ADDITIONAL REQUIREMENTS. 6. ROOF, DECK AND BALCONY SLABS SLOPE TO DRAIN 1/4" PER FT, UNO. 7. VERIFY HOISTWAY CLEARANCES, ROUGH OPENING REQUIREMENTS (ELEVATOR DOORS, LOUVERS, ETC.) AND NOTIFY ARCHITECT OF ANY DISCREPENCIES. 8. PROVIDE HOUSEKEEPING PADS REQUIRED FOR FLOOR -MOUNTED EQUIPMENT AS REQUIRED OR AS INDICATED ON MEP OR FIRE PROTECTION DRAWINGS. 9. PROVIDE CAST OR SAWN CONTROL JOINTS IN SLABS ON GRADE AT LOCATIONS INDICATED ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. IN THE EVENT OF CONFLICT, NOTHY THE ARCHITECT PRIOT TO PLACEMENT OF CONCRETE. 10. CONFORM TO VAPOR BARRIER OR WATERPROOF MEMBRANE MANUFACTURERS MINIMUM SPACING REQUIREMENTS BETWEEN MULTIPLE ADJACENT PENETRATIONS. 11. ALIGN EDGE OF SLAB WITH FACE OR ADJACENT COLUMN OR CONCRETE WALL, UNLESS NOTED OTHERWISE. PROJECT B PLAN LEGEND �777 .SS \K LINE, UNO GRADE GRADE CURB AIN SIN WITH OVERFLOW O O A *GRAPHIC DIMENSIONAL CLEAN UP 9281 .'�Ofl �: d►a1d a�f0FV _ A • 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N CD 00 01 z to 0 C Z z O w o 0 z z LL O O o O z O LU00 > J O O N oCD J o Oco CD ZCD = N z Q wQ N a_ REVISION DATE REASON FOR ISSUE RFI - 004 RFI - 008 RFI - 011 05.25.22 RFI - 025 05.12.23 CCD 007 LEVEL P1 SLAB PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 SHEEMIMBER h AS290P 1 0 2 2 3 3 4 4 6 8 9 10 12 7 I 190'-41 /2" 1 AI A 1 1, r1 /711 74� _ Gu 771 :) 1 4 01/A 01 _ C Z/Au L 68' -10" 1 LEVEL 1 -Slab Plan I 1 /8" = 1'-0" 46' - 91 /2" 13 �Fl #4: 131 Slab Edge Shoring L 7i 7n GENERAL NOTES - SLAB PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATION TAGS INDICATE TOP OF CONCRETE, UNLESS NOTED OTHERWISE. 3. VERIFY AND COORDINATE SLAB PENETRATIONS INCLUDING SLEEVES & BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 4. PROVIDE SLAB BLOCKOUTS FOR RECESSED DOOR HARDWARE. 5. SLAB PLANS INDICATE LAYOUT DIMENSIONS FOR CONCRETE SLABS, CURBS, CONCRETE WALLS, DEPRESSIONS, AND SLOPES, ONLY. REFER TO STRUCTURAL FOR ADDITIONAL REQUIREMENTS. 6. ROOF, DECK AND BALCONY SLABS SLOPE TO DRAIN 1/4" PER FT, UNO. 7. VERIFY HOISTWAY CLEARANCES, ROUGH OPENING REQUIREMENTS (ELEVATOR DOORS, LOUVERS, ETC.) AND NOTIFY ARCHITECT OF ANY DISCREPENCIES. 8. PROVIDE HOUSEKEEPING PADS REQUIRED FOR FLOOR -MOUNTED EQUIPMENT AS REQUIRED OR AS INDICATED ON MEP OR FIRE PROTECTION DRAWINGS. 9. PROVIDE CAST OR SAWN CONTROLJOINTS IN SLABS ON GRADE AT LOCATIONS INDICATED ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. IN THE EVENT OF CONFLICT, NOTHY THE ARCHITECT PRIOT TO PLACEMENT OF CONCRETE. 10. CONFORM TO VAPOR BARRIER OR WATERPROOF MEMBRANE MANUFACTURERS MINIMUM SPACING REQUIREMENTS BETWEEN MULTIPLE ADJACENT PENETRATIONS. 11. ALIGN EDGE OF SLAB WITH FACE OR ADJACENT COLUMN OR CONCRETE WALL, UNLESS NOTED OTHERWISE. PROJECT O 0 0 0 SLAB PLAN LEGEND SLAB STEP SLAB RECESS SLAB BREAK LINE, UNO SLAB ON GRADE RAMP ON GRADE CONCRETE CURB FLOOR DRAIN ROOF DRAIN WITH OVERFLOW O O A *GRAPHIC DIMENSIONAL CLEAN UP RFI #56: Grid H Discrepancy 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC " Review is for clouded, identified revisions only. Reference originally approved drawings. N 00 C) z cry o 0 Z z O V) w o z z LL o O � o o z O> LU00 00 J r 8 O oN O 0 O l— = 4t Z ON z N Q 0- Q w REVISION DATE REASON FOR ISSUE RFI - 004 RFI - 008 06.20.22 RFI - 056 06.22.22 RFI - 047 07.07.22 AS1002 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEVEL 1 SLAB PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 1 2 O 4 6 I I I I I 9 I I I GENERAL NOTES - SLAB PLANS 1. REFER TO SHEET An 01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATION TAGS INDICATE TOP OF CONCRETE, UNLESS NOTED OTHERWISE. 3. VERIFY AND COORDINATE SLAB PENETRATIONS INCLUDING SLEEVES & BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 4. PROVIDE SLAB BLOCKOUTS FOR RECESSED DOOR HARDWARE. 5. SLAB PLANS INDICATE LAYOUT DIMENSIONS FOR CONCRETE SLABS, CURBS, CONCRETE WALLS, DEPRESSIONS, AND SLOPES, ONLY. REFER TO STRUCTURAL FOR ADDITIONAL REQUIREMENTS. 6. ROOF, DECK AND BALCONY SLABS SLOPE TO DRAIN 1/4" PER FT, UNO. 7. VERIFY HOISTWAY CLEARANCES, ROUGH OPENING REQUIREMENTS (ELEVATOR DOORS, LOUVERS, ETC.) AND NOTIFY ARCHITECT OF ANY DISCREPENCIES. 8. PROVIDE HOUSEKEEPING PADS REQUIRED FOR FLOOR -MOUNTED EQUIPMENT AS REQUIRED OR AS INDICATED ON MEP OR FIRE PROTECTION DRAWINGS. 9. PROVIDE CAST OR SAWN CONTROL JOINTS IN SLABS ON GRADE AT LOCATIONS INDICATED ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. IN THE EVENT OF CONFLICT, NOTHY THE ARCHITECT PRIOT TO PLACEMENT OF CONCRETE. 10. CONFORM TO VAPOR BARRIER OR WATERPROOF MEMBRANE MANUFACTURERS MINIMUM SPACING REQUIREMENTS BETWEEN MULTIPLE ADJACENT PENETRATIONS. 10 U12 U13 11. ALIGN EDGE OF SLAB WITH FACE OR ADJACENT COLUMN OR CONCRETE WALL, UNLESS NOTED OTHERWISE. I I I SLAB PLAN LEGEND 190' - 51 /4" 12' 5 3/4" 14' - 41 /2" 6'- 2" 31' - 6" 23' - 31 /2" 28' - 6" 27- 31 /2" 13' - 8 3/4" 9'- 5 3/4" 23' - 7" 58' - 3 3/8" 10' - 0 3/8" 38' - 7" 10' -1 1 /4" 36' - 7 47/256" 10'- 0113/256" 26' - 9 5/8" I �t m rn N I I I I I I I I I in A, I I I I I I I I I M I I I I I I I I I N N /777 e' C4co _ N 1-0 Ln 9" 4' - 01 /4" Ll ® - 19' -1 3/128" 8 5/8" 3'- 11 1 /16" oo 91, 0 00 N N o ® N iV i0 26' -10 3/4" ^ j 4 o m I� 1 - (V � M m 00 o � 13' - 21 /4" M 2' 21 /2" N 10' - 4" 3'- 71 /2" 41 m I I I I I 4' 113/4" co M ' l I I I I I I I I I N N Ll 23' - 9 1 /4" 2 3/4" - n - O 27' -101 /2" 22' -1 1 /4" 20' - 6" 13' - 21 /4" M F C I I I I I I I I I 00 In M I I I I I I I I I m 0 1-0 N I I I I I I I I I I I I I I I I I I 190' - 4 3/4" 1 LEVEL 2 SLAB PLAN I 1/8" = 1'-0" 0 0 O PROJECT SLAB STEP SLAB RECESS SLAB BREAK LINE, UNO SLAB ON GRADE RAMP ON GRADE CONCRETE CURB FLOOR DRAIN ROOF DRAIN WITH OVERFLOW 9281 7 .'.i0f1 I; d.1111 a�� of Via _. 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. O 00 z to 0 o Z z O Ln >a 0 � w z z L.L O OJ o O � � z O > 00 CD o O O N c CD J o Oco O = Z N z N Q � Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 LEVEL 2 SLAB PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 Alk Ankrom Moisan Architect's Supplemental Instructions ASI # 005 - Electrical Drawings Date Issued: 24 October 2022 Project: Anthology of Edmonds AM Project #: 184470 Owner: CA Senior Contractor: Catalyst Construction Architect: Ankrom Moisan Architects, Inc. To: Brenda Clark cc: Kurt Sorensen, Eileen Mortenson, Alex Kushner The following supplemental instructions are issued in accordance with the Contract Documents. The Contractor shall carry out the Work in accordance with these supplemental instructions without change in the Contract Sum or the Contract Time. Performance of the Work in the accordance with these supplemental instructions indicates Contractor's acknowledgement that there will be no change in the Contract Sum or Contract Time. Supplemental Instructions: ASI 005 includes updated electrical drawings, mainly to match the elevator shop drawings requirements provided in submittals 142100-1.0, 142100-2.0 & 142100-3.0. Attachments (if necessary): 1. ASI 005- Electrical Drawings: Issued 08/26/22 a. E2.16, E3.00, E4.00 Issued by: Signature: Name: ARCHITECTURE Firm: INTERIORS URBAN DESIGN Accepted by: BRANDING Signature: Name: Ankrom Moisan Architects Firm: PORTLAND 38 NW Davis Street Suite 300 Portland, OR 97209 503.245.7100 SEATTLE 1505 51h Avenue Suite 300 Seattle, WA 98101 206.576.1600 SAN FRANCISCO 1014 Howard Street San Francisco, CA 94103 415.252.7063 Richard Grimes Ankrom Moisan Architects, Inc. 08.26.2022 Date Date ankrommoisan.com page 7 of 7