The URL can be used to link to this page

2021.0038 WYNDSTONE YELM BUILDINGS 2-3-4_ 07.24.20TAHOMA BOULEVARD SOUTHEASTTORNADO ALLEYTERRA VIEW ST SE99TH AVE. SE.99TH WAY SE.100TH AVE SETERRA GLENN STREET SOUTHEASTBERRY VALLEY ROAD SOUTHEASTLONGMIRE STREET SOUTHEAST100TH A V E N U E S O U T H E A S TLONGMIRE STREET SOUTHEASTDURANT ST SE1.APPLICABLE CODES AND REQUIREMENTS:2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL MECHANICAL CODE2015 INTERNATIONAL UNIFORM PLUMBING CODE2015 INTERNATIONAL FIRE CODE2015 INTERNATION ENERGY CONSERVATION CODE2017 WASHINGTON CITIES ELECTRICAL CODE2009 ICC A117.1 - ACCESSIBILITY CODE2.OCUPANCY CLASSIFICATION AND REQUIREMENTS: OCCUPANCY GROUPSR-2, B (FOR MAIN BUILDING) AND U (FOR GARAGES)3.TYPE OF CONSTRUCTION: MAIN BUILDING, THREE STORY, SPRINKLED (SM) TYPE 5AWITHOUT HEIGHT INCREASE4. GENERAL BUILDING LIMITATIONS:1. Max. bldg. height per table 504.3: R-2=50'Proposed total bldg. height R-2=41' 2"2. Maximum allowed area (At) per table 506.2: R-2 = 36,000 s.f.3.Fire sprinkler system shall be NFPA 13 per IBC Sec. 903.3.1.1NOTE: NFPA 13R NOT PERMITTEDFRONTAGE INCREASE PER 506.3BUILDING1F = [ F/P - .25 ] W/301F = [ 476/592 - .25 ] 20/301F = [ .80 - .25 ] .671F = [ .55] .671F = .37BUILDING 4 (R-2 OCCUPANCIES)NON-SEPARATED PER 508.4BUILDING 4 (R-2 OCCUPANCIES)Aa = [ At + (NS X 1f) ] x Sa Aa = [ 36,000 + (12,000 x .37) ] x 3Aa = [ 36,000 + (4,440) ] x 3Aa = [ 40,440 ] x 3Aa = 121,320 SF TOTAL ALLOWABLEAa = 40,440 SF TOTAL ALLOWABLE PER FLOORFIRST FLOOR ( R-2 ) 10,570 S.F. (R-2 OCC.)= 10,570 < 40,440 OKSECOND FLOOR OCCUPANCIES (R-2) 10,312 S.F. (R-2 OCC.)= 10,312 < 40,440 OKTHIRD FLOOR OCCUPANCY (R-2)7,293 S.F. ( R-2 OCC. ) = 7,293 < 30,440 OKBUILDING AREASBUILDING S.F. 10,570 S.F. 1ST FLOOR10,312 S.F. 2ND FLOOR7,293 S.F. 3RD FLOOR28,175 S.F. TOTAL28,175 < 121,320 OK(360) 867-1945E-mail: LJBDesigns@Comcast.netLJB DESIGNS, LLCOlympia, Wasington 98501111 Market Street N.E., Suite 325PHONE: 360-528-05131910 EAST 4TH AVENUE PMB #170OLYMPIA, WA 98506JOSH@REVIVALARCHITECTS.COMREVIVALARCHITECTUREDESIGNC:\Users\farha\Documents\A_1902_WYNDSTONE YELM BUILDING 190618_wolden.jarrod.rvt10/24/2019 2:50:21 PM A0.015025 TAHOMA BLVD SE| YELM, WABUILDINGS 1, 2 & 3WYNDSTONE MULTIFAMILY - YELMCOVER SHEETARCHITECTURAL SHEET INDEXSHEETNO.SHEET NAMEA0.0 COVER SHEETA0.1 SYMBOLS & LEGENDSA0.2 ACCESSIBILITY NOTES AND DETAILSA0.3 RATED ASSEMBLY DETAILSA0.3A DETAILSA0.4 PENETRATION DETAILSA0.5 PENETRATION DETAILSA2.1 FIRST FLOOR CODE COMPLIANCEA3.1 FLOOR PLAN - FIRST FLOORA3.2 FLOOR PLAN - SECOND FLOORA3.3 FLOOR PLAN - THIRD FLOORA3.4 ENLARGED UNIT PLAN - UNIT A - 1 BEDROOMA3.5 ENLARGED UNIT PLAN - UNIT B - 2 BEDROOMA3.6 ENLARGED UNIT PLAN - UNIT C - 3 BEDROOMA3.7 ENLARGED UNIT PLAN - UNIT D - 2 BEDROOM PLUSA5.1 ROOF PLANA6.1 EXTERIOR ELEVATIONSA6.2 EXTERIOR DETAILSA7.1 BUILDING SECTIONSA8.1 WALL SECTIONA8.2 WALL SECTIONSA8.3 WALL SECTIONSA10.1 WINDOW TYPES & DETAILSSTRUCTURAL SHEET INDEXSHEET NO. SHEET NAMEDEFERRED SUBMITTALSFIRE SPRINKLERST.B.D.A SEPARATE FIRE PLAN CHECK SUBMITTAL & FIRE PERMIT IS REQUIRED FOR THE AUTOMATIC FIRE SPRINKLER SYSTEM. APPLICATIONS, PLANS & CALCULATIONS SHALL BE SUBMITTED TO THE PERMIT COUNTER FOR PLAN REVIEW APPROVAL BY THE FIRE DEPARTMENT & A FIRE PERMIT SHALL BE ACQUIRED PRIOR TO INSTALLATION. FIRE SPRINKLERCONRACTOR SHALL SUBMIT TO THE FIRE INSPECTOR RECORD OF COMPLETION DOCUMENTATION IN ACCORDANCE WITH NFPA 13 AFTER ENTIRE FIRE SPRINKLER SYSTEM HAS BEEN INSPECTED & TESTED.FIRE ALARM PLANSFIRE SPRINKLER PLANSMONUMENT SIGNVICINITY MAPN.T.S.REVISIONS# ISSUED DATES-1 : GENERAL NOTESS-2 : FOUNDATION PLANS-3 : FIRST FLOOR SHEARS-4 : 2ND FLOOR FRAMINGS-5 : 2ND FLOOR SHEARS-6 : 3RD FLOOR FRAMINGS-7 : 3RD FLOOR SHEARS-8 : ROOF FRAMINGS-9 : STRUCTURAL DETAILSS-10 : STRUCTURAL DETAILSS-11 : STRUCTURAL DETAILSOWNERWYNDSTONE, LLCP O BOX 2983YELM, WATEL: 360-400-0432EMAIL: wyndstoneyelm@gmail.com CONTACT: ERIC PETERSONCONTRACTORC & E DEVELOPMENTS LLCP O BOX 2983YELM, WA 98597TEL: 360-400-0432 EMAIL: cedevelopment05@gmail.com CONTACT: ERIC PETERSONARCHITECTUREREVIVAL ARCHITECTURE DESIGNS1910 EAST 4TH AVE PMB #170OLYMPIA, WA 98506TEL: 360-528-0513E-MAIL: JOSH@REVIVALARCHITECTS.COM CONTACT: JOSH SNODGRASS (ARCHITECT)LJB DESIGNS111 MARKET STREET NE, SUITE 325 OLYMPIA, WASHINGTON 98501TEL: 360-867-1945FAX: 360-943-4100E-MAIL: ljbdesigns@comcast.netCONTACT: LOREN BURKCIVIL ENGINEERCES NW INC429 29th St SEPUYALLUP, WA 98372TEL: 253-848-4282E-MAIL: cdeaver@cesnwinc.comCONTACT: CRAIG DEAVERSURVEYORE TRUE & ASSOCIATESP O BOX 908YELM, WA 98597TEL:360-458-2894 E-MAIL: etsurvey@fairpoint.netCONTACT: EDDIE TRUELANDSCAPE DESIGNBENNIS DESIGN2015 36TH AVE SEPUYALLUP, WATEL: 253-350-5844EMAIL: cbennisdesign@gmail.com CONTACT: CHRIS BENNISSTRUCTURAL ENGINEEREXODUS ENGINEERING, INC.1321 GRAND AVECENTRALIA, WA 98531TEL: 360.345.1566EMAIL:luke@exodusengineer.com CONTACT: LUKE MOERKE, P.E. (360)867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE:360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:47:55 AMA0.115025 TAHOMA BLVD SE|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x60" CLEAR LANDING AT OUTSIDE DOORS. INTERSECTION AT RATED PARTITION REQUIRED LEVER TYPE DOOR HARDWARE AND FAUCET CONTROLS CONTACT WITH PIPE. PER-FORMED BOOT UNDERNEATH TO PROTECT AGAINST ALL TOILET ROOM LAVATORIES SHALL HAVE AN INSULATED ACCESSIBILITY. AND SPACE SIGNAGE AND THE INTERNATIONAL SYMBOL OF ALL PUBLIC TOILET ROOM SHALL HAVE PERMANENT ROOM OPERATE. GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO KNOWLEDGE OR EFFORT AND SHALL NOT REQUIRE TIGHT SIDE WITH OUT THE USE OF A KEY OR SPECIAL DOORS SHALL BE READILY OPENABLE FROM THE EGRESS BE INCREASED TO 15 POUNDS. FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT MAY 5 POUNDS FOR EXTERIOR AND INTERIOR DOORS. WHEN MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5. 4. 3. 2. 1. TYPICAL DOOR CLEARANCE OR WALL SCONCE CCT SPRINKLER HEAD (CENTER IN TILE) U.N.O. NURSE CALL DOME LIGHT (CENTER IN TILE) U.N.O.NC HD SPEAKER (CENTER IN TILE) U.N.O.S (CENTER IN TILE) U.N.O. HEAT DETECTOR CUBICLE CURTAIN TRACK CLOSED CIRCUIT TELEVISION PENDANT LIGHT FIXTURE CCTV EXIT SIGN (CENTER IN TILE) U.N.O. RETURN AIR OR EXHAUST REGISTER SUPPLY AIRDIFFUSER GYPSUM BOARD CEILING OR CEILING SOFFIT SMOKE DETECTOR (CENTER IN TILE) U.N.O.SD LINEAR DIFFUSER 2'-0" x 4'-0" FLUORESCENT LIGHT FIXTURE IN L.A.T. GRID 2'-0" x 2'-0" FLUORESCENT LIGHT FIXTURE IN L.A.T. GRID DOWN LIGHT (CENTER IN TILE) U.N.O. LUMINOUS CEILING CUT TILE ELECTRIC RADIANT CEILING PANEL HYDRONIC RADIANT CEILING SYSTEMHRP ERP NOTE: NOT ALL SYMBOLS MAY BE USED 1 TO BE REMOVED EXISTING FIXTURES AND ACCESSORIES EXISTING MILLWORK TO BE REMOVED EXISTING WINDOW TO BE REMOVED TO BE REMOVED EXISTING DOOR, FRAME & HARDWARE TO BE REMOVED EXISTING DOOR, FRAME & PARTITION EXISTING PARTITION TO BE REMOVED DESCRIPTIVE PLAN NOTE DESCRIPTIVE PLAN AREA NOTE NEW FIXTURES EXISTING MILLWORK NEW MILLWORK NEW DOOR, FRAME & PARTITION NEW WINDOW EXISTING WINDOW IN EXISTING PARTITION NEW DOOR & FRAME NEW PARTITION EXISTING PARTITION EXISTING DOOR & FRAME 1 ABBREVIATIONS ACCESSIBILITY NOTES PLAN LEGENDMATERIAL LEGENDSYMBOL LEGEND LAY-IN ACOUSTICAL TILE LAT ACOUSTIC ACOUS MANUFACTURER MFR, MANUF. MASONRY MAS MASONRY OPENING MO LOW POINT LP WORKING POINT WP WOOD WD VINYL COMPOSITION TILE VCT TOP OF STEEL T/S SUSPEND OR SUSPENDED SUSP SHEET SHT ROOF DRAIN RD REVISION REV REFERENCE REF PLUMBING PLMB MOUNTED MTD MILLWORK MW MEDICINE MED MATERIAL MAT, MAT'L. LAMINATED LAM INCH IN INSIDE DIAMETER ID FOUNDATION FDN EXPANSION JOINT EJ EXISTING EXIST DRAWING DWG CEMENT CEM CEILING CLG WITHOUT W/O WITH W/ WIDTH W WHEELCHAIR WC WEIGHT WT WELDED WIRE FABRIC WWF WATERPROOF/WATERPROOFING WP WATERCLOSET WC VINYL FABRIC VF VINYL V VIEW BOXES VB VESTIBULE VEST VERIFY IN FIELD VIF VERTICAL VERT VACUUM V UNLESS NOTED OTHERWISE UNO UNDERWRITERS LABORATORIES UL TYPICAL TYP TREAD TR TRANSFORMER TRANS TOP OF CURB T/C TOILET TOIL THICK THK THICKNESS TK TELEVISION TV TELEPHONE TEL TACKBOARD TB STATION STA STRUCTURAL STR. STRUCT. STORAGE STOR STEEL STL STANDARD STD STAINLESS STEEL SS SQUARE SQ SPECIFICATIONS SPEC SOLID CORE SC SLOP SINK OR SERVICE SINK S/S SLIDING SL,SL'G SLIDE S SIMILAR SIM SHEET METAL SM SERVICE SERV SECTION SECT SCHEDULE SCH SINK SNK RUBBER TILE RT RUBBER R ROOM RM RESILIENT RESIL REQUIRED REQD REINFORCE OR REINFORCING REINF REFRIGERATOR REFRIG RECEPTACLE RECP RECESS REC RADIUS RAD OR R PORTABLE PORT POLISHED POL PLATE PL PLASTER PLAS PARTITION PTN PLASTIC LAMINATE PLAS LAM OXYGEN O, O2 OR OX OPPOSITE HAND OH OUTSIDE DIAMETER OD OPENING OPNG ON CENTER OC OR O/C NUMBER NO OR # NOT TO SCALE NTS NOT IN CONTRACT NIC NORTH N NOMINAL NOM MISCELLANEOUS MISC MINIMUM MIN METAL STUD MET STD METAL LATH ML METAL MET, MTL MECHANICAL MECH MAXIMUM MAX LOCKERS LK LAVATORY LAV JOINT JT JANITOR CLOSET JC INTERIOR INT INSULATION INSUL INFORMATION INFO INCLUDED INCL HORIZONTAL HORIZ HOLLOW METAL HM HOLLOW CORE HC HIGH POINT HP HEIGHT HT HEATING HTG HALF FULL SIZE HFS GYPSUM BOARD GWB GLASS GL GAUGE GA GALVANIZED GALV FULL SIZE FS FURRING FURR FRAME FR FOOTING FTG FLOOR DRAIN FD FLOOR FL FLASHING FLASH FIRE HOSE VALVE FHV FIRE HOSE CABINET FHC FIRE EXTINGUISHER CABINET FE FINISH FIN FEET OR FOOT FT EQUIPMENT EQUIP EQUAL EQ ELEVATOR ELEV ELEVATION EL ELECTRIC WATER COOLER EWC ELECTRIC ELEC EACH EA DOWN DN DISPENSER DISP DIMENSION DIM DIAMETER DIA DETAIL DET CUBICLE CURTAIN CC COMPOSITE COMP COUNTER FLASHING CTR FLASH COUNTER CTR CORNER GUARD CG CONTROL JOINT CJ CONTRACT/CONTRACTOR CONTR CONTINUOUS CONT CONCRETE MASONRY UNIT CMU CONCRETE CONC COLUMN COL CLOSET CLOS CLINICAL SERVICE SINK CSS CLEAR CLR CHALK BOARD CB CERAMIC TILE CT CENTER LINE CL CABINET CAB CASED OPENING CO BUILDING BLDG BOTTOM BOT BORROWED LIGHT BL BLOCK BLK BITUMINOUS BITUM BEAM BM ABOVE FINISHED FLOOR AFF AUTOMATIC AUTO ACOUSTIC TILE AT ARCHITECTURAL ARCH ANGLE ANCHOR BOLT AB ALUMINUM ALUM AIR A ACOUSTIC CEILING TILE ACT A NOTE: NOT ALL SYMBOLS MAY BE USED CONCRETE STEEL EARTH LIMESTONE ALUMINUM WOOD BLOCKING FINISHED WOOD CONCRETE MASONRY UNIT BATT INSULATION FACE BRICK RIGID INSULATION ACOUSTICAL TILE GYPSUM BOARD 7/8" STUCCO STAIR HAND RAIL CHAIR RAIL NOTE: NOT ALL SYMBOLS MAY BE USED NEW PARTITION EXIST. PARTITION TO REMAIN EXIST. PARTITION TO BE REMOVED WINDOW TYPE A01 1 EQUIPMENT TAG DESCRIPTIVE PLAN NOTE PARTITION TYPE DETAIL BUBBLE 1 A 1 1 A01 1 A01 A01 1 SECTION TAG EXTERIOR ELEVATION TAG INTERIOR ELEVATION TAG CG = CORNER GUARD EG = END GUARD EG CG NOTE: BOTTOM TAG REFERS TO SHEET NUMBER OF DETAIL OR AT DETAIL IT REFERS BACK TO THE SHEET THAT THE DETAIL CAME FROM 3" 18" 1'-0" BASEBOARD BB CARPET CPT SHEET VYNL SV COMPUTER READOUT TERMINAL CRT FIGURE 1: ROUGH WINDOW OPENING FIGURE 2: SILL FLASHING FIGURE 3: WINDOW INSTALLATION FIGURE 4: JAMB FLASHING FIGURE 5: HEAD FLASHING FIGURE 6: PRIMARY WEATHER BARRIER ROUGH WINDOW OPENING ROUGH FRAMED OPENING SUFFICIENTLY LARGER IN WIDTH & HEIGHT THAN THE ACTUAL FRAME DIMENSIONS OF THE WINDOWS. TO ASSURE ADEQUATE CLEARANCE CONSULT THE WINDOW MANUFACTURE'S LITERATURE FOR THE RECOMMENDED ROUGH OPENING DIMENSIONS. SQUARE AND LEVEL FRAMING WALL SHEATHING (WHERE IT OCCURS ON) VERIFY SHEATHING EDGES ARE FLUSH WITH THE FRAME OPENING EXTEND SILL FLASHING HORIZONTALLY TO PROJECT BEYOND VERTICAL JAMB FLASHING APPLIED LATER APPLY SILL FLASHING HORIZONTALLY BELOW THE SILL. FASTEN THE TOP EDGE OF THE SILL FLASHING TO THE FRAME. BUT DO NOT FASTEN THE LOWER EDGE SO THE WEATHER RESISTANT BUILDING PAPER APPLIED LATER MAY BE SLIPPED UP & UNDERNEATH THE FLASHING IN A WEATHER BOARD FASHION.APPLY A CONTINUOUS SEAL TO THE BACKSIDE (INTERIOR) OF THE WINDOW MOUNTING FLANGES. SHIM & ADJUST WINDOW TO ACHIEVE SQUARE. PLUMB & LEVEL CONDITION USE CORROSION RESISTANT FASTENERS. FASTEN WITHIN 10" AND NO CLOSER THAN 3" IN EACH DIRECTION FROM EVERY CORNER. SECURE WINDOW AROUND FRAME OPENING WITH EQUIVALENT OF 6d EQUIVALENT OF 6d FASTENERS AT 16" O.C. MAXIMUM. BEFORE INSTALLATION RESEAL ALL OUTSIDE JOINTS OF MECHANICALLY JOINED FRAMES WHERE RECOMMENDED AS PART OF AN EXTERIOR WALL FINISH SYSTEM, INSTALL BUILDING PAPER. APPLY IN A WEATHER BOARD FASHION STARTING FROM BOTTOM TO TOP OF WALL. MIN. VERTICAL LAPS PER CODEBY OTHER TRADES: INSTALL BUILDING PAPER,INSULATION BOARD OR OTHER MATERIALS OVER HEAD FLASHING ANDOVER TOP OF NAIL-ON HEAD FLANGE OF WINDOW FRAME. 3rd COURSE OF BUILDING PAPER 2nd COURSE OF BUILDING PAPER 1st COURSE OF BUILDING PAPER SLIP BOTTOM OF JAMB FLASHING AND SILL FLASHING OVER BUILDING PAPER AT BOTTOM OF WINDOW SILL. MIN. HORIZONTAL LAPS PER CODE EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT. (FLASHING GOES OVER SEALANT) EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. CONTINUE SEALANT APPROXIMATELY 8 1/2" ABOVE THE TOP OF THE WINDOW EXTEND JAMB FLASHING TO 1/2" LESS THAN THE TOP OF THE HEAD FLASHING. APPLY A CONTINUOUS SEAL TO THE TOP (HEAD) & SIDES (JAMBS) OF WINDOW EMBED JAMB FLASHING INTO SEALANT & FASTEN IN PLACE. EXTEND JAMB FLASHING BEYOND SILL FLASHING AND ABOVE WHERE THE HEAD FLASHING WILL INTERSECT. APPLICATION BY OTHERS A.D.A. DOOR CLEARANCES85' - 0"4' - 0"5' - 0"3' - 8"5' - 0"3' - 8"24" MIN. 4' - 6" 3' - 0" 18" MIN. PULL SIDE PUSH SIDE PULL SIDE PUSH SIDE PULL SIDE PUSH SIDE CLEAR AT INTERIOR DOORS PROVIDE THIS ADDOTIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER1' - 0" * NOTE: 48" MIN. IF DOOR HAS BOTH A LATCH AND CLOSER * NOTE: 48" MIN. IF DOOR HAS A CLOSER (a) SYMBOL PROPORTIONS C (b) DISPLAY CONDITIONS 7 ACCESSIBILITY SYMBOL UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENCE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT (Address) OR BY TELEPHONING (Telephone Number) 17" MINIMUM 1/8" THICK ALUM. SITE ENTRY SIGN 1" HIGH LETTERS MINIMUM 22" MINIMUM2" SQUARE STEEL SUPPORT POST SEE BELOWSITE ENTRY SIGN SCALE: NOT TO SCALE NOTE: THE SIGN SHALL BE POSTEDS IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJEACENT TO AND VISABLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE LESS THAN 17 INCHES BY 22 INCHES IN HEIGHT. WHICH CLEARLY AND CONSPICUOUSLY STATES THE MESSAGE ABOVE. HANDICAPPED PARKING ONLY VAN ACCESSIBLE MINIMUM FINE $250.00 1/8" THICK ALUM. SITE HANDICAP PARKING ONLY SIGN 1" HIGH LETTERS MINIMUM VAN ACCESSIBLE SIGN (WHERE APPLICABLE) SEE BELOW 18" MINIMUM12" MINIMUM 2" SQ. SUPPORT POST - SIGN MAY BE MOUNTED ON WALL IN LIEU OF POST HANDICAP PARKING SIGN SCALE: NOT TO SCALE NOTE: THE SIGN SHALL NOT BE SMALLER THAN 70 SQ. INCHES IN AREA AND, WHEN IN A PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISH GRADE. THE INTERNATIONAL SYMBOL OS ACCESSIBILITY SIGN AND LETTERING SHALL BE PAINTED WHITE ON A DARK BLUE BACKGROUND. 1/8" THICK ALUM. SITE HANDICAP PARKING ONLY OR SITE ENTRY SIGN 2" SQ. SUPPORT POST - FINISH PER SPEC. PARKING SPACE FINISH GRADE 12"x24" DEEP CONC. FOOTING SIGN SUPPORT POST SCALE: NOT TO SCALESEE GRAPHICTO PARKING SPACE FINISH GRADE80" MINIMUM FROM BOTTOM OF SIGN10 SITE ENTRY & H/C PARKING SIGNAGE REQUIREMENT REQUIRED DIMENSION TOILET CENTERLINE FROM WALL TOILET SEAT HEIGHT ( TOP OF SEAT ) GRAB BAR HEIGHT TOILET PAPER HOLDER IN FRONT OF TOILET NAPKIN DISPOSAL IN FRONT OF TOILET DISPENSER OR MIRROR HEIGHT TOP OF LAVATORY OR SINK KNEE CLEARENCE AT LAVATORY OR SINK DRINKING FOUNTAIN BUBBLER HEIGHT RAMP OR STAIR HANDRAIL HEIGHT 17" -18" 17" -19" 34" 7" -9" 12" MAX. 40" 34" MAX. 27" MIN. 27" 36" A.D.A. .38 -.43 STANDING 34" -38" VARIOUS REQUIREMENTS9 40" MAX.19"@ H.C.48" MAX.U.N.O.72" TYPICALROBE HOOK FEM. NAPKIN DISPOSAL TOWEL DISPENSERS NOTE: WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES, DISPENSERS EQUIPMENT AND CONTROLS ARE PROVIDED, AT LEAST ONE OF EACH TYPE AND SHALL BE LOCATED ON AN ACCESSIBLE ROUTE, WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM THE FINISH FLOOR. * TO HIGHEST OPERABLE PART NOTE: THE ELECTRICAL PANEL IS TO HAVE A MINIMUM CLEAR WORKING SPACE IN FRONT OF THE PANEL OF 30" WIDE AND 36" DEEP BY 6'-6" HEIGHT.MAX.6' - 0"ELECTRICAL PANEL DRINKING FOUNTAIN KNEE CLEARANCE 40" MAX.TOWEL DISPENSERS / WASTE RECEPTACLE TACTILE SIGN MOUNTING HEIGHT11 LOCATION OF PERMANENT ROOM I.D. SIGNS MOUNTING HEIGHT FOR TACTILE SIGNS: SIGNS CAN NOW BE MOUNTED WITHIN A RANGE OF SPACE WHHICH ALLOWS FOR A CONSISTENT TOP HEIGHT FOR DIFFENT SIZED SIGNS ALONG A HALL. SIGNS ARE TO BE MOUNTED AT A HEIGHT TO ALLOW THE BASELINE OF RAISED CHARACTORS TO BE LOCATED BETWEEN 48" AND 60" ABOVE THE GROUND.48" MIN.60" MAX.E X I T 6" 1/2" MIN.1-3/8"1"5/8"5"E "EXIT" SIGN TEXT HEIGHT 5/8" MINIMUM BRAILLE CHARACTERS GRADE 2 (TYPICAL) 6" 1/2" MIN.1/2"5/8"1-1/8"1/2"5"5/8"E X I T R O U T E "EXIT ROUTE" SIGN F TEXT HEIGHT 5/8" MINIMUM BRAILLE CHARACTERS GRADE 2 (TYPICAL)1"1/2" MIN.1/2"1-1/8"6"1/2"1"5/8"5/8"5/8"6" E X I T S T A R D O W N I "EXIT " SIGN @ STAIRS G 4 TACTILE EGRESS SIGNAGE TEXT HEIGHT 5/8" MINIMUM BRAILLE CHARACTERS GRADE 2 (TYPICAL) 5 A.D.A. THRESHOLD 1/4" MAX.1/2" MAX.THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION THRESHOLD FINISH FLOOR EVEN 1/4" MAXCOMPRESSED CARPET 1/4" MAX. BELOW THRESHOLD 2 1 @ 2:1 SLOPE D 1. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AND SHALL BE ILLUMINATED AT ALL TIMES. 2. THE FACE OF EXIT SIGNS ILLUMINATED FROM EXTERNAL SOURCES SHALL HAVE AN INTENSITY OF 5' CANDLES (MIN.). 3. SIGNS SHALL BE CAPABLE OF ILLUMINATION FOR NO LESS THAN 90 MINUTES DURING PRIMARY POWER LOSS. EXIT SIGNS SHALL BE CONNECTED TO EMERGENCY POWER SYSTEM IN ACCORDANCE WITH CH. 27 OF THE 2013 C.B.C. APPROVED, INDEPENDENTLY ILLUMINATED EXIT SIGNS THAT PROVIDE CONTINUOUS ILLUMINATION FOR 90 MINUTES (MIN.) DURING POWER LOSS, DO NOT REQUIRE AN EMERGENCY SYSTEM. NOTE: ILLUMINATED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL924 AND BE INSTALLED IN ACCORDANCE WITH MFR'S SPECS. 3/8" __ 2" (MIN.)2" (MIN.) TEXT WIDTH 6" (MIN.) TEXT HEIGHT CONTRASTING BACKGROUND ARROW INDICATING THE DIRECTION OF EXIT AS NECESSARY6" MIN.6 ILLUMINATED EXIT SIGNAGE TYPICAL SINGLE-ACCOMMODATION TOILET ROOM FIXTURE LAYOUTS MAY VARY17" MIN.60" MIN.59" CLEAR 24" MIN.18" MAX.FIXTURE42" GRAB BAR 36" GRAB BARCLEAR MIN.60" DIA.12"MAX. 12" OVERLAP 18" MIN12" MIN.ADJACENT WALL OR OTHER OBSTRUCTION 48" MIN. CLEAR WIDTH OPNG.36" MIN3068 DOOR 30"x48" CLEARFIXTURE17" MIN.℄℄18" MIN.DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE (WHEN DOOR SWINGS INTO TOILET ROOM) 54" MIN. GRAB BAR 12" MAX. 39" -41"19" MIN.7" -9"17" -19"33" -36"40" MAX17" -18"33" -36"39" -41"18"℄℄℄12" MIN. 24" MIN. THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. SIDE WALL ELEVATION REAR WALL ELEVATION ALL DISPENSERS 40" MAX TO HIGHEST OPERABLE PART * REAR GRAB BAR ALLOWED AT 36" A.F.F. AT TANK-TYPE TOILET TRANSFER SIDE 36" MIN. 42" MIN.℄GRAB BAR A.D.A. RESTROOM1 17" -19"TOP OF SEAT1 1/4" TO 1 1/2" ℄ 1-1/2" N.T.S. NOMINAL DIAMETER WALL GRAB BAR TYP. CONTROLS & SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATION EQUIPMENT, SHALL BE LOCATED NO MORE THAN 48" MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15" MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. -C.B.C. 11B-308.1.1 FLUSH CONTROLS SHALL BE ON THEWIDE SIDE OF TOILET CLEAR FLOOR SPACE 8" MIN 6" MAX 17" MIN.9"27" MIN.29" MIN.34" MAX.TOE CLEARANCE *30" MIN48" MIN. 19" MAX WALLWALL ℄18" MIN.A.D.A. LAVATORY2 SIDE ELEVATION PLAN VIEW * NOTE: IF A MINIMUM 9 INCHES HEIGHT OF TOE CLEARANCE IS PROVIDED, A MAXIMUM OF 8 INCHES OF THE 48 INCHES OF CLEAR FLOOR SPACE REQUIRED AT THE FIXTURE MAY EXTEND INTO THE TOE SPACE. NOTE: MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40" FROM THE FINISH FLOOR KNEE CLEARANCE 17" MIN.34"MAX.27"MIN.30" MIN. CLEAR 40"MAX.29"MIN.TOP OF RIMOR COUNTERTOPWHICH EVER ISHIGHESTMIRRORSOAP DISP. LAVATORY REQUIRED PRE-FORMED BOOT40" MAX. (MIRROR)MIRROR WOMEN MEN 60" A.F.F.DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE, 1/4" THK. W/ EDGES 12" LONG & A VERTEX POINTING UPWARD. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, 1/4" THK. AND 12" IN DIAMETER. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, 1/4" THK., 12" IN DIA. w/ 1/4" THK TRIANGLE INSIDE THE CIRCLE WITHIN THE 12" DIAMETER. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR @ A HEIGHT OF 60" A.F.F. AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. RESTROOMS 6"9"60" SIGNTO FINISH FLOOR (TYP. OF 2)℄A B UNI-SEX PLACARD ON DOOR RESTROOMS RESTROOM 1. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, 1/4" THK., 12" IN DIA. w/ 1/4" THK TRIANGLE INSIDE THE CIRCLE WITHIN THE 12" DIAMETER. 2. PLACARD SHALL BE CENTERED ON THE DOOR @ A HEIGHT OF 60" A.F.F. 3. PLACARD COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. 1. MOUNT SIGN ON WALL ON STRIKE SIDE OF DOOR. 2. PLACARD SHALL BE TWO COLOR, PLASTIC LAMINATE W/ MATTE FINISH. PLACARD ON WALL A.D.A. RESTROOM PLACARD3 (360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:47:56 AMA0.215025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMACCESSIBILITY NOTES AND DETAILS RESTROOM NOTES -ALL RESTROOMS TO HAVE WAINSCOAT (OVER WATER PROOF "GREEN" G.W.B.) + 48" @ WALLS BEHIND W.C. & GRAB BARS. -ALL COUNTER TOPS TO BE PLASTIC LAM., TILE, OR SOLID SURFACE w/ 6" SPLASH. -THE DIAMETER OF WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1-1/4" TO 1-1/2" OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2". -ALL RESTROOMS HAVE SIMILAR CONFIGURATION. - WATER CLOSET AND LAVATORY MAY BE REVERSED, OR DOOR LOCATION VARIES, HOWEVER, ALL REQUIREMENTS AND DIMENSIONS APPLY. -RESTROOM WALLS AND CEILINGS SHALL BE SMOOTH GYPSUM BOARD WITH LIGHT COLORED HARD ENAMEL FINISH. -PROVIDE PERMANENTLY MOUNTED SINGLE SERVICE SOAP DISPENSERS AND PAPER TOWEL DISPENSERS AT ALL LAVATORIES AND HAND WASH SINKS. -RESTROOM AND DRESSING ROOM DOORS SHALL BE SELF CLOSING. -WATER CLOSET SHALL USE 1.6 GALLONS (MAXIMUM) OF WATER PER FLUSH CYCLE. -HOT WATER SUPPLY AND WASTE LINES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. -THERE SHALL BE NO SHARP OR ABRASIVE SURFACES AT LAVATORIES. LAVATORY SHALL BE MOUNTED WITH THE RIM 34" (MAX) ABOVE THE FINISHED FLOOR AND WITH A VERTICAL CLEARANCE OF 29" MIN. MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE APRON OR OUTSIDE BOTTOM EDGE OF THE LAVATORY, REDUCING TO 27" MIN. AT A POINT LOCATED 8" BACK FROM THE FRONT EDGE OF LAVATORY. KNEE CLEARANCE BELOW THE LAVATORY SHALL EXTEND A MINIMUM 30" WIDE BY 17" DEEP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE 9" MIN ABOVE THE FLOOR AND 17" DEEP (MIN.) FROM THE FRONT OF THE LAVATORY TO THE BACK WALL. -SEE DETAIL A0.2 FOR ADDITIONAL ADA REQUIREMENTS AT LAVATORIES. SIGNAGE 1004.3 POSTING OF OCCUPANT LOAD. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER OR AUTHORIZED AGENT. 1011.1 WHERE REQUIRED. EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS SHALL BE MARKED READILY VISIBLE EXIT SIGNS TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL IN CASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS. INTERVENING MEANS OF EGRESS DOORS WITHIN EXITS SHALL BE MARKED BY EXIT SIGNS. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT ACCESS CORRIDOR OR EXIT PASSAGEWAY IS MORE THAN 100 FEET (30 480 MM) OR THE LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN. EXCEPTIONS: 1.EXIT SIGNS ARE NOT REQUIRED IN ROOMS OR AREAS THAT REQUIRE ONLY ONE EXIT OR EXIT ACCESS. 2.MAIN EXTERIOR EXIT DOORS OR GATES THAT ARE OBVIOUSLY AND CLEARLY IDENTIFIABLE AS EXITS NEED NOT HAVE EXIT SIGNS WHERE APPROVED BY THE BUILDING OFFICIAL. 3.EXIT SIGNS ARE NOT REQUIRED IN OCCUPANCIES IN GROUP U AND INDIVIDUAL SLEEPING UNITS OR DWELLING UNITS IN GROUP R-1, R-2, OR R-3. 4.EXIT SIGNS ARE NOT REQUIRED IN DAYROOMS, SLEEPING ROOMS OR DORMITORIES IN OCCUPANCIES IN GROUP 1-3. 5.IN OCCUPANCIES IN GROUPS A-4 AND A-5, EXIT SIGNS ARE NOT REQUIRED ON THE SEATING SIDE OF VOMITORIES OR OPENINGS INTO SEATING AREAS WHERE EXIT SIGNS ARE PROVIDED IN THE CONCOURSE THAT ARE READILY APPARENT FROM THE VOMITORIES. EGRESS LIGHTING IS PROVIDED TO IDENTIFY EACH VOMITORY OR OPENING WITHIN THE SEATING AREA IN AN EMERGENCY. 1011.3 ILLUMINATION. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. EXCEPTION: TACTILE SIGNS REQUIREDBY SECTION 1011.4 NEED NOT BE PROVIDED WITH ILLUMINATION. 1011.4 RAISED CHARACTER AND BRAILLE EXIT SIGNS. A SIGN STATING EXIT IN RAISED CHARACTERS AND BRAILLE AND COMPLYING WITH ICC A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN AREA OR REFUGE, AN EXTERIOR AREA FOR ASSISTED RESCUE, AN EXIT STAIRWAY, AN EXIT RAMP, AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. 1011.6.1 GRAPHICS. EVERY EXIT SIGN AND DIRECTIONAL EXIT SIGN SHALL HAVE PLAINLY LEGIBLE LETTERS NOT LESS THAN 6 INCHES (152 MM) HIGH WITH THE PRINCIPAL STROKES OF THE LETTERS NOT LESS THAN 3/4 INCH (19.1 MM) WIDE. THE WORD "EXIT" SHALL HAVE LETTERS HAVING A WIDTH NO LESS THAN 2 INCHES (51 MM) WIDE, EXCEPT THE LETTER "I," AND THE MINIMUM SPACING BETWEEN LETTERS SHALL NOT BE LESS THAN 3/8 INCH (9.5 MM). SIGNS LARGER THAN THE MINIMUM ESTABLISHED IN THIS SECTION SHALL HAVE LETTER WIDTHS, STROKES AND SPACING IN PROPORTION TO THEIR HEIGHT. THE WORD "EXIT" SHALL BE IN HIGH CONTRAST WITH THE BACKGROUND AND SHALL BE CLEARLY DISCERNABLE WHEN THE MEANS OF EXIT SIGN ILLUMINATION IS OR IS NOT ENERGIZED. IF A CHEVRON DIRECTIONAL INDICATOR IS PROVIDED AS PART OF THE EXIT SIGN, THE CONSTRUCTION SHALL BE SUCH THAT THE DIRECTION OF THE CHEVRON DIRECTIONAL INDICATOR CANNOT BE READILY CHANGED. 1011.6.2 EXIT SIGN ILLUMINATION. THE FACE OF AN EXIT SIGN ILLUMINATED FROM AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOTCANDLES (54 LUX). 1011.6.3 POWER SOURCE. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS, THE SIGN ILLUMINATION MEANS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH CHAPTER 27. EXCEPTION: APPROVED EXIT SIGN ILLUMINATION MEANS THAT PROVIDE CONTINUOUS ILLUMINATION INDEPENDENT OF EXTERNAL POWER SOURCES FOR A DURATION OF NOT LESS THAN 90 MINUTES, IN CASE OF PRIMARY POWER LOSS, ARE NOT REQUIRED TO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM. 1110.1 SIGNS. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS: 1.ACCESSIBLE PARKING SPACES REQUIRED BY SECTION 1106.1 EXCEPT WHERE THE TOTAL NUMBER OF PARKING SPACES PROVIDED IS FOUR OR LESS. 2. ACCESSIBLE PASSENGER LOADING ZONES. 3. ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE-USER TOILET OR BATHING ROOMS ARE CLUSTERED AT A SINGLE LOCATION. 4. ACCESSIBLE ENTRANCES WHERE NOT ALL ARE ACCESSIBLE. 5. ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. THE SIGN, WHERE PROVIDED, SHALL BE ABOVE THE CHECK-OUT AISLE IN THE SAME LOCATION AS THE CHECK-OUT AISLE NUMBER OR TYPE OF CHECK-OUT IDENTIFICATION. 6. FAMILY OR ASSISTED-USE TOILET AND BATHING ROOMS. 7. ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE ACCESSIBLE. 8. ACCESSIBLE AREAS OF REFUGE IN ACCORDANCE WITH SECTION 1007.9 9. EXTERIOR AREAS FOR ASSISTED RESCUE IN ACCORDANCE WITH SECTION 1007.9 1110.2 DIRECTIONAL SIGNAGE. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS. THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY: 1. INACCESSIBLE BUILDING ENTRANCES. 2. INACCESSIBLE PUBLIC TOILETS AND BATHING FACILITIES. 3. ELEVATORS NOT SERVING AN ACCESSIBLE ROUTE. 4. AT EACH SEPARATE-SEX TOILET AND BATHING ROOM INDICATING THE LOCATION OF THE NEAREST FAMILY OR ASSISTED-USE TOILET OR BATHING ROOM. WHERE PROVIDED IN ACCORDANCE WITH SECTION 1109.2.1. 5.AT EXITS AND EXIT STAIRWAYS SERVING A REQUIRED ACCESSIBLE SPACE, BUT NOT PROVIDING AN APPROVED ACCESSIBLE MEANS OF EGRESS, SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1007.10. REQUIRED LEVER TYPE DOOR HARDWARE AND FAUCET CONTROLS CONTACT WITH PIPE. PER-FORMED BOOT UNDERNEATH TO PROTECT AGAINST ALL TOILET ROOM LAVATORIES SHALL HAVE AN INSULATED ACCESSIBILITY. AND SPACE SIGNAGE AND THE INTERNATIONAL SYMBOL OF ALL PUBLIC TOILET ROOM SHALL HAVE PERMANENT ROOM OPERATE. GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO KNOWLEDGE OR EFFORT AND SHALL NOT REQUIRE TIGHT SIDE WITH OUT THE USE OF A KEY OR SPECIAL DOORS SHALL BE READILY OPENABLE FROM THE EGRESS BE INCREASED TO 15 POUNDS. FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT MAY 5 POUNDS FOR EXTERIOR AND INTERIOR DOORS. WHEN MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5. 4. 3. 2. 1. ACCESSIBILITY NOTES REVISIONS #ISSUED DATE 5' - 2"1" AIR SPACE NOTE: PROVIDE 5/8" GWB CAVITY LINER AT ALL SIDES & BACK FOR ELECTRICAL PANELS & OTHER SIMILAR RECESSED ITEMS. NOTE: 5/8" GWB CAVITY LINER MAY BE OMITTED IF FIRE RATED EXTINGUISHER CABINET IS USED. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27" & 80" ABOVE THE FINISH FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. NOTE: PROVIDE MIN. 2A:10B:C PORTABLE FIRE EXTINGUISHER(S) (PER NFPA 10). ONE EXTINGUISHER IS REQ'D. FOR EACH 6,000 SQ FT OR PORTION THEREOF OF FLOOR SPACE WITH TRAVEL DISTANCE NOT TO EXCEED 75 FEET. NOTE" PROVIDE TYPE "K" FIRE EXTINGUISHER IN KITCHEN AREA IN ADDITION TO A BC FIRE EXTINGUISHER. 1 HR. RATED SEMI-RECESSED FIRE EXTINGUISHER CABINET DRY CHEM F.E. 2A-10BC AS REQ'D. BY FIRE MARSHALL - VERIFY 5/8" GWB 2x STUD WALL 2x STUDS AND/OR BLKG. W/ 5/6" GWB TYPE "X" ALL FOUR SIDES OF CAB. 5/8" GWB TYPE "X" GLUED TO GWB AT BACK OF CAVITY SEMI-RECESSED MTL. FIRE EXTINGUISHER CABINET W/RADIUSED CORNERS FIRE EXTINGUISHER VERIFY WALL COMPOSITION WITH PLANS 1 1/4" MAXW/ F.X. CAB. MANUF.VERIFY ROUGH OPEN'G42" MAX. IF OVER 40 LBS.5'-0" MAX. IF UNDER 40 LBS.SECTION PLAN 2.0 -3 1/2" THICK GYPCRETE -WELDED WIRE FABRIC -1 1/2" DEEP GALV. PAN DECKING -BUILDING PAPER -STRUCTURAL BEAM DECK / BREEZEWAY PAN DECKING 1 2 3 4 1-HR. RATED FLOOR/CEILING ASSEMBLY (DECK / BREEZEWAY) PER 2013 UL FIRE RESISTANCE DIRECTORY DESIGN NO. D902 1. NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE -NORMAL WEIGHT CONCRETE, CARBONATE 1) OR SILICEOUS AGGREGATE, 3500 PSI COMPRESSIVE STRENGTH, VIBRATED. 2. WELDED WIRE FABRIC -6x6 10/10 SWG. 3. STEEL FLOOR AND FORM UNITS -COMPOSITE 1-1/2, 1-5/8, 2 OR 3 IN. DEEP GALV UNITS OR 4-1/2 IN. DEEP NON-COMPOSITE GALV UNITS. FLUTED UNITS MAY BE PHOS/PTD. MIN GAUGES ARE 22 MSG FOR FLUTED AND 20/20 FOR CELLULAR AND PARTIAL CELLULAR UNITS. THE FOLLOWING COMBOS OF UNITS MAY BE USED: 3.a ALL 24,26, 28 OR 36 IN. WIDE CELLULAR OR PARTIAL CELLULAR 3.b ALL FLUTED 3.c ONE OR TWO 3 IN. DEEP, 12" WIDE, 18/18 MSG MIN CELLULAR ALTERNATING WITH 3 IN. DEEP FLUTED OR OTHER CELLULAR. 3.d ANY BLEND OF FLUTED AND 24, 26, 28 OR 36 IN. WIDE CELLULAR OR PARTIAL CELLULAR. 3.e CORRUGATED, NOM 1-5/16 OR 2 IN. DEEP, 30 IN. WIDE, 24 MSG MIN GALV UNITS WITH SHEAR WIRES FACTORY WELDED TO DECK CORRUGATIONS. WELDED TO SUPPORTS 12 IN. OC THROUGH WELDING WASHERS. FOR SHEAR WIRE SPACING OF 8 IN. OR LESS THE STEEL DECK STRESS SHALL NOT EXCEED 20 KSI. FOR SHEAR WIRE SPACING GREATER THAN 8 IN. OC BUT LESS THAN OR EQUAL TO 12 IN. OC STEEL DECK STRESS SHALL NOT EXCEED 12 KSI. 4. BEAM ASSEMBLY 2.0 CONCRETE DECK (360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:47:58 AMA0.315025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMRATED ASSEMBLY DETAILS 1 1/2" = 1'-0"1 WALL TYPE 1 1 1/2" = 1'-0"2 WALL TYPE 2 1 1/2" = 1'-0"3 WALL TYPE 3 1 1/2" = 1'-0"4 WALL TYPE 4 1 1/2" = 1'-0"5 WALL TYPE 5 1 1/2" = 1'-0"6 WALL TYPE 6 1 1/2" = 1'-0"7 WALL TYPE 7 FLOOR FRAMING@16" O.C. OR/ROOF FRAMING @24" O.C. ANCHOR BOLT PER STRUCT. CONC. FOUNDATION PER STRUCTURAL BATT INSUL. (R-21) 2x6 STUDS @16" O.C.(2) LAYERS 5/8" TYPE "X" GWB PER GA FILE RC2602 AT ROOF & ASSEMBLY "B" AT TJ FLOOR/CEILING ASSEMBLIES HARDIE LAP OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X' GWB OVER 1/2" PLYWOOD PER STRUCTURAL 5/8" TYPE 'X' GWB P.T. 2x6 PLATE GA FILE # WP8105 1. 2. 3. 4.VERIFY PARTITION HEIGHTS WITH STRUCTURAL DRAWINGS 5. PARTITION NOTES PROVIDE CONTINUOUS 2x BLOCKING ON ALL PARTITIONS WHERE SHELVING, TOILET ACCESSORIES, CABINETS, KITCHEN EQUIPMENT AND CASES, OWNER'S WALL MOUNTED EQUIPMENT, ETC. ARE SHOWN TO BE FASTENED TO PARTITION. COORDINATE MOUNTING HEIGHTS WITH OWNER IN FIELD. SEE ROOM FINISH SCHEDULE FOR APPLIED FINISHES NOT SHOWN ON PARTITION DETAILS. ALL PENETRATIONS THROUGH PARTITIONS SHALL BE PROPERLY SEALED ON BOTH SIDES. SEE DETAILS ON A0.4 DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE FLOOR FRAMING@16" O.C. OR/ROOF FRAMING @24" O.C. ANCHOR BOLT PER STRUCT. 5/8" TYPE 'X' GWB P.T. 2x6 PLATE CONC. FOUNDATION PER STRUCTURAL BATT INSUL. (R-21) 2x6 STUDS @16" O.C. HARDIE BOARD & BATTEN SIDING OVER RAIN SCREEN OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X' GWB OVER 1/2" PLYWOOD PER STRUCTURAL FLOOR FRAMING@16" O.C. OR/ROOF FRAMING @24" O.C. ARCHOR BOLT PER STRUCT. 5/8" TYPE 'X' GWB P.T. 2x6 PLATE CONC. FOUNDATION PER STRUCTURAL BATT INSUL. (R-21) 2x6 STUDS @16" O.C. FLOOR FRAMING@16" O.C. OR/ROOF FRAMING @24" O.C. ANCHOR BOLT PER STRUCT. 5/8" TYPE 'X' GWB P.T. 2x6 PLATE CONC. FOUNDATION PER STRUCTURAL BATT INSUL. (R-21) 2x6 STUDS @16" O.C. FIBER CEMENT PANEL OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X" GWB OVER 1/2" PLYWOOD FLOOR FRAMING@16" O.C. OR/ROOF FRAMING @24" O.C. ANCHOR BOLT PER STRUCT. 2x4 STUDS @16" O.C. 5/8" TYPE 'X' GWB5/8" TYPE 'X' GWB P.T. 2x4 PLATE FLOOR FRAMING@16" O.C. OR/ROOF FRAMING @24" O.C. ANCHOR BOLT PER STRUCT. 5/8" TYPE 'X' GWB P.T. 2x6 PLATE 2x6 STUDS @16" O.C. 5/8" TYPE 'X' GWB FLOOR FRAMING@16" O.C. OR/ROOF FRAMING @24" O.C. ANCHOR BOLT PER STRUCT. 5/8" TYPE 'X' GWB EA. SIDE P.T. 2x4 PLATE 4" CONC. SLAB SOUND INSULATION 2x4 STUDS @16" O.C. 5/8" TYPE 'X' GWB EA. SIDE GA FILE # WP8105 GA FILE # WP8105 GA FILE # WP8105 NOTE: SIDING TO BE INSTALLED OVER RAIN SCREEN GA FILE # WP3605 GA FILE # WP3605 GA FILE # WP3370 STONE CAP REVISIONS #ISSUED DATE HARDIE BOARD & BATTEN SIDING OVER RAIN SCREEN OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X' GWB OVER 1/2" PLYWOOD PER STRUCTURAL METAL FLASHING NOTE: NO INSULATION AT SIM Fire Test: FM FC 172, 2-25-72; ITC, 8-6-98 Weight: 5psf Approx. Ceiling GYPSUM BOARD, STEEL JOISTS, ROOF COVERING GA FILE NO. RC 2602 1 HOUR FIRE Fire Test: See WP 3510 (UL R3501-47,-48, 9-17-65, UL Design U309; UL R1319-129, 7-22-70 UL Design U314) Approx.Weight: 7psf Thickness: Varies INTERIOR SIDE: One layer 5/8" proprietary type X gypsum wallboard, water-resistant gypsum backing board, or gypsum veneer base applied at parallel or at right angles to studs with 6d coated nails, 1-7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. (LOAD-BEARING) EXTERIOR SIDE: One layer 48" wide 5/8" Type X gypsum sheathing applied parallel to 2x4 wood studs 24" o.c. with 1 3/4" galvanized roofing nails 4" o.c. at vertical joints and 7" o.c. at intermediate sutds and tip and bottom plates. Joints of gypsum sheathing may be left utreated. Exterior cladding to be attached throufh sheathing to studs. GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS GA FILE NO. WP 8105 GENERIC 1 HOUR FIRE Base layer 5/8" type X gypsum wallboard applied at right angles to wood trusses 24" o.c. with 1-1/4" type W or S drywall screws 24' 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 drywall screws 12" o.c. at joints and intermediate trusses and 1-1/2" type G drywall screws 12" o.c. placed 2" back on either side of the end joints. Joints offset 24" from base layer joints. Wood trusses supporting 1/2" wood structural panels applied at right angles to trusses with 8d nails. Appropriate roof covering. Ceiling provides one hour fire resistance protection for trusses. GENERIC Sound Test: OR 64-8, 2-4-64 Fire Test: UL R1319-4, -6, 6-17-52;UL R2717-39, 1-20-66; Approx.Weight:7psfThickness: 4-7/8" Joints staggered 16" on opposite sides. (LOAD BEARING) One layer 5/8" type X plain or predecorated gypsum wallboard, water resistant gypsum backing board, or gypsum veneer base applied parallel or at right angles to each side of 2x4 wood studs 16" o.c. with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. Joints of square edge, bevel edge or predecorated wallboard may be left exposed. GYPSUM WALLBOARD, WOOD STUDS GA FILE NO. WP 3605 GENERIC 1 HOUR FIRE 30 TO 34 STC SOUND Base layer 1/2" gypsum wallboard applied around TS4x4x0.188 tube steel column and held in place with paper masking tape. Second layer 1/2" type 'X' gypsum wallboardapplied around column and held in place with paper masking tape. Face layer either No. 24 MSG galvanized steel column cover consisting of two L-shaped sections with snap-lock sheet steel joints or No. 22 MSG galvanized steel column covers consisting of two L-shaped sections with lap joints fastened with No. 8x1/2" sheet metal screws 12" o.c. GYPSUM WALLBOARD, STEEL COLUMN COVER GA FILE NO. CM 1450 GENERIC 1 HOUR FIRE FIRE TEST: UL NC505-(1-6), 71NK2639, 12-23-75; UL NC505, 77NK1518; Approx. Ceiling Base layer 5/8" type X gypsum wallboard applied at right angles to 2x10 wood joists 24" o.c. with 1-1/4" type W or S drywall screws 24" 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 drywall screws 12" o.c. at joints and intermediate joists and 1-1/2" type G drywall screws 12" o.c. placed 2" back on either side of the end joints. Joints offset 24" from the base layer joints. Wood oists supporting 1/2" plywood with exterior glue applied at right angles to joists with 8d nails. Ceiling provides one hour fire resistance protection for framing, including trusses. WOOD JOISTS, GYPSUM WALLBOARD GENERICGA FILE NO. FC 5529 1 HOUR FIRE UL 3501-52, 3-15-66;UL Design U305 ULC Design W301 UL Design X526 Sound Test: NRCC TL-93-261, IRC-IR-761, 3/98 Fire Test: See WP 3605 UL R2717-39, 1-20-66; Approx.Weight:8 psfThickness: 9 1/2" Joints staggered 16" on opposite sides. Horizontal bracing required at mid-height. (LOAD BEARING) One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates 1" apart with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. GYPSUM WALLBOARD, WOOD STUDS GA FILE NO. WP 3370 GENERIC 1 HOUR FIRE 45 TO 49 STC SOUND UL 3501-52, 3-15-66;UL Design U305 ULC Design W301 UL R1319-4, -6, 6-17-52; UL R4024, 10-31-68 1. 48/24 TONGUE-AND-GROOVE SPAN RATED SHEATHING (EXPOSURE 1), NAILED AND GLUED TO THE RED-I JOISTS WITH CONSTRUCTION ADHESIVE CONFORMING TO ASTM D3498. 2.TWO LAYERS OF 1/2" THICK GOLD BOND FIRE SHIELD C (FSW-C), OR TWO LAYERS OF 5/8" THICK TYPE X GYPSUM BOARD. 3.RED-I JOIST. 4.OPTIONAL MINIMUM 3 1/2" THICK GLASS FIBER INSULATION OR GLASS FIBER INSULATION RATED R-30 OR LESS, WITH RESILIENT CHANNELS (NOT SHOWN). RED -I JOIST ASSEMBLY ASSEMBLY B (SEE SECTION 4.17.2)1 HOUR FIRE RESILIENT CHANNELS DIRECTLY APPLIED TO JOISTS OR TRUSSES @ 16 INCHES O.C. SUPPORTING BOTH LAYERS OF GYPSUM BOARD NECESSARY TO ACHIEVE SOUND RATINGS* STC = 50 PAD & CARPET TARKETT ACOUSTIFLOR CUSHIONED VINYL STC = 58 PAD & CARPET TARKETT ACOUSTIFLOR ARMSTRONG VIOS/ARMSTRONG CAMBRAY SHEET VINYL IIC = 60 IIC = 51 (1) IIC = 45 (2) IIC = 54 IIC = 54 (1) IIC = 50 (1) W/O GYPSUM CONCRETE W/GYPSUM CONCRETE 1 3 2 1. REQUIRES TWO LAYERS OF 5/8" THICK TYPE X GYPSUM BOARD WITH MINIMUM 3 1/2" THICK GLASS FIBER INSULATION OR GLASS FIBER INSULATION RATED R-30 OR LESS. 2.APPLICABLE ONLY IN JURISDICTIONS USING THE IRC, BNBC OR SBC. (2) LAYERS 5/8" TYPE "X" GWB PER GA FILE RC2602 AT ROOF & ASSEMBLY "B" AT TJ FLOOR/CEILING ASSEMBLIES (2) LAYERS 5/8" TYPE "X" GWB PER GA FILE RC2602 AT ROOF & ASSEMBLY "B" AT TJ FLOOR/CEILING ASSEMBLIES (2) LAYERS 5/8" TYPE "X" GWB PER GA FILE RC2602 AT ROOF & ASSEMBLY "B" AT TJ FLOOR/CEILING ASSEMBLIES (2) LAYERS 5/8" TYPE "X" GWB PER GA FILE RC2602 AT ROOF & ASSEMBLY "B" AT TJ FLOOR/CEILING ASSEMBLIES (2) LAYERS 5/8" TYPE "X" GWB PER GA FILE RC2602 AT ROOF & ASSEMBLY "B" AT TJ FLOOR/CEILING ASSEMBLIES (2) LAYERS 5/8" TYPE "X" GWB PER GA FILE RC2602 AT ROOF & ASSEMBLY "B" AT TJ FLOOR/CEILING ASSEMBLIES 3" = 1'-0"A FIRE EXTINGUISHER DETAIL 4" CONC. SLAB 4" CONC. SLAB STONE VENEER OVER DUROROCK OVER RAINSCREEN OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE "X" GYP SHEATHING OVER WOOD SHEATHING PER STRUCT. TEMP. FOAM WORK 1/2" RND. FOR DRIP 2X6 TEMP. BLOCKING, TYP. AT DECKS AND BREEZEWAY MID-LANDINGS BEAM PER STRUCTURAL NAIL DECK TO BEAM W/ GALV. OR STAINLESS STEEL 16d NAILS AT EVERY OTHER FLUTE SLOPE 1/8" :12 TEMP. FOAM WORK 1/2" RND. FOR DRIP 2X6 TEMP. BLOCKING, TYP. AT DECKS AND BREEZEWAY MID-LANDINGS BEAM PER STRUCTURAL FOAM BETWEEN RIBS OF PAN DECK NAIL DECK TO BEAM W/ GALV. OR STAINLESS STEEL 16d NAILS AT EVERY OTHER FLUTE -PER STRUCTURAL 3 1/2" FULL STRENGTH CONC. OVER 18 GA. 'VERCO' B FORMLOCK DECK PRESSURE TREATED POST SLOPE 1/8" :12 ALL STRUCTURAL MAT'L EXPOSED TO WEATHER TO BE PRESSURE TREATED OR OF A MATERIAL OF NATURAL RESISTANCE TO DECAY. SEE MP SHEETS FOR MOISTURE PROTECTION, NOTES AND CALLOUTS.3' - 2"4"42" ABOVE FINISH LEVELROCKWOOL FIRESTOP AT 2X4 STUD FIRESTOPS -TYPICAL GALV. METAL ANGLE -PER STRUCTURAL 18GA. WELDED WIRE FABRIC CONTINUOUS GALV. ALUMINUM FLASHING 18GA. WELDED WIRE FABRIC 1"1 1/2" DIA. WOOD HANDRAIL (CONTINUOUS)(34" MIN. - 38" MAX.)NOTE: FOR ADDITIONAL NOTES SEE STAIR LANDING DETAILS 11"11"4"42" MIN.4" POWDER-COATED STEEL RAIL SYSTEM PER 2015 I.B.C., SECTION 1015.4 REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. FROM A HEIGHT OF 36" TO 42", GUARDS SHALL OT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4-3/8" IN DIAMETER. 3 1/2" FULL STRENGTH CONC. OVER 18 GA. 'VERCO' B FORMLOCK DECK PER 2015 I.B.C., SECTION 1015.4 REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. FROM A HEIGHT OF 36" TO 42", GUARDS SHALL OT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4-3/8" IN DIAMETER.4"42" MIN.4"42" MIN.SLOPE 1/8" :12 BEAM PER STRUCTURAL 3/4" MDO TRIM 3 1/2" FULL STRENGTH CONC. OVER 18 GA. 'VERCO' B FORMLOCK DECK 1 1/2" METAL HANDRAIL - ATTACH TO GUARDRAIL PER MANUFACTURER'S RECOMMENDATIONS 34"-38"RAILING AT STRINGER RAILING AT EDGE SLOPE 1/8" :12 BEAM PER STRUCTURAL 5/4" X 12" WHITE WOOD TRIM 4X12 PRESSURE TREATED STRINGER EACH SIDE OF TREAD, TO BE DIRECTLY ATTACHED TO METAL DECK AT LANDING -ATTACHMENT PER STRUCTURAL DWGS. NOTE: ALL STRUCTURAL MATERIAL EXPOSED TO WEATHER TO BE PRESSURE TREATED OR OF A MATERIAL OF NATURAL RESISTANCE TO DECAY NOTE: SLAB ASSEMBLY CONSTRUCTED PER 2004 UL FIRE RESISTANCE DIRECTORY DESIGN NO. D902. (W/ 3-1/2" CONC. ABOVE DECK) SEE SHEET G-005 FOR DESCRIPTION.MAX.4"4.0 1-HOUR RATED EXTERIOR WALLS - SHEET G-005 NOTE: SEE BREEZEWAY PLANS FOR STAIR RISER HEIGHT AND TREAD DEPTH -SEE SHEET A-410 3 1/2" FULL STRENGTH CONC. OVER 18 GA. 'VERCO' B FORMLOCK DECK FOAM BETWEEN RIBS OF PAN DECK SLOPE 1/8" :12 GALV. METAL ANGLE -PER STRUCTURAL 18GA. WELDED WIRE FABRIC 1"5/8" TYPE 'X' GWB FLAME BLOCK -CONTINUE TO UNDERSIDE OF PLYWOOD @ FIRE BARRIER LOCATIONS SIDING PER ELEVATIONS PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE. 3 1/2" FULL STRENGTH CONC. OVER 18 GA. 'VERCO' B FORMLOCK DECK 2.0 1-HOUR RATED DECK/BREEZEWAY -SHEET G-005 5.0 1-HOUR RATED EXTERIOR BREEZEWAY WALLS -SHEET G-005 BUILT-UP COL. NERVASTRAL FLASHING - EXTEND 6" ABOVE AND BELOW DECK -LAP O/ GYP. SHEATHING AND INSTALL BLDG. PAPER OVER. GALV. METAL ANGLE -PER STRUCTURAL 3/8" TREATED PLYWOOD - 3"x96" FURRING STRIPS FLAME BLOCK POWDER-COATED WALL MOUNTED STEEL RAIL SYSTEM NOTE: FOR ADDITIONAL NOTES SEE STAIR LANDING DETAILS (34" MIN. - 38" MAX.)MIN. 1'-0" 4X12 PRESSURE TREATED STRINGER EACH SIDE OF TREAD, TO BE DIRECTLY ATTACHED TO METAL DECK AT LANDING BEAM PER STRUCTURAL SLOPED SIMPSON HUC412 HANGER DIRECTLY TO BEAM - VERIFY W/ STRUCTURAL DWGS ALL STRUCTURAL MAT'L EXPOSED TO WEATHER TO BE PRESSURE TREATED OR OF A MATERIAL OF NATURAL RESISTANCE TO DECAY. NOTE: SEE STRUCTURAL DETAILS FOR BEAM CONNECTION DETAIL 3/4" MDO TRIM MAX.4"2.0 1-HOUR RATED DECK/BREEZEWAY -SHEET G-005 - --- POWDER-COATED WALL MOUNTED STEEL RAIL SYSTEM (360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:47:59 AMA0.3A15025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMDETAILS REVISIONS #ISSUED DATE 1" = 1'-0"11 METAL PAN DECK 1" = 1'-0"10 RAILING AT STAIR LANDING 1" = 1'-0"8 METAL GUARDRAIL 1" = 1'-0"7 GENERAL HANDRAIL DETAILS 1" = 1'-0"5 STAIR AT MID-LANDING 1" = 1'-0"4 METAL PAN DECK AT BUMPOUTS 1" = 1'-0"3 MID-LANDING AT EXTERIOR WALL 1" = 1'-0"2 RAILING AT BREEZEWAY WALL 1" = 1'-0"1 LANDING ADJ. TO STAIRS (360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:47:59 AMA0.415025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMPENETRATION DETAILS REVISIONS #ISSUED DATE (360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:47:59 AMA0.515025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMPENETRATION DETAILS REVISIONS #ISSUED DATE UP UP UP UP UP UP DN DN DN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 B C D 12' - 0"14' - 0"11' - 0"9' - 6"11' - 0"14' - 0"11' - 0"14' - 0"11' - 0"9' - 6"11' - 0"14' - 0"12' - 0"35' - 0"154' - 0"35' - 0"70' - 0"BEDROOM 1 BEDROOM 2BEDROOM ENTRY KITCHENBATH PATIO/BALCONY LIVING KITCHEN BATH 2 ENTRY PATIO BATH 1 M. BEDROOM BEDROOM 2 PATIO LIVING M. BATH ENTRY BATH 2KITCHEN BEDROOM 3 BEDROOM 2 KITCHEN BATH 2 ENTRY BEDROOM 1 LIVINGM. BEDROOM M. BATH BATH 2 KITCHEN ENRTY BEDROOM 1 LIVING BATH 1 BEDROOM 1LIVINGBEDROOM 2 ENTRY KITCHEN BATH 2 BATH 2 KITCHEN BEDROOM 2 ENTRY BEDROOM 1 LIVING M. BATH M. BATH PATIO PATIO PATIO PATIO BEDROOM 1LIVING M. BEDROOM M. BATH BEDROOM 2 KITCHENBATH 2 ENTRY UNIT C 106 UNIT C 108 UNIT A 107 UNIT A 105 UNIT B 104 UNIT B 102 UNIT C 103 UNIT C 101 A EBREEZEWAYBREEZEWAY64 4 6 6 6 6 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 B C D 14' - 0"11' - 0"9' - 6"11' - 0"14' - 0"11' - 0"14' - 0"11' - 0"9' - 6"11' - 0"14' - 0"12' - 0"35' - 0"35' - 0"12' - 0" 154' - 0" BEDROOM 2 STAIR ENTRY BATH 2KITCHENBATH 1 LIVINGBEDROOM 1 DECK 70' - 0"BEDROOM 1 BEDROOM 2LIVING KITCHEN BATH 2 ENTRY DECK BATH 1 BEDROOM 1LIVINGBEDROOM 2 ENTRY KITCHEN BATH 2 DECK BEDROOM 1BEDROOM 1 ENTRY KITCHENBATH 2 DECK UNIT C 206 UNIT C 208 UNIT A 207 UNIT A 205 UNIT B 204 UNIT B 202 UNIT C 203 UNIT C 201 BEDROOM 2 STAIR ENTRY BATH 2KITCHENBATH 1 LIVING BEDROOM 1 DECK BEDROOM 2 STAIR ENTRY BATH 2 KITCHENBATH 1 LIVING BEDROOM 1 DECK CLOSET 1 BEDROOM 2 STAIR ENTRY BATH 2 KITCHENBATH 1 LIVING BEDROOM 1 DECK BATH 1 BATH 2 KITCHEN ENRTY LIVINGDECK A EBREEZEWAYBREEZEWAY64 4 6 8 8 8 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 B C D BONUS ROOMBONUS ROOM BATH 2 KITCHEN ENRTY LIVINGDECK BONUS ROOM BONUS ROOM BEDROOM 1 BEDROOM 1 LIVINGBEDROOM 2 ENTRY KITCHEN BATH 2BATH 1KITCHENBATH 2 ENTRY BATH 1 BEDROOM 1LIVINGBEDROOM 2 BATH 2KITCHEN DECK DECK DECK A E UNIT C 206 UNIT C 208 UNIT A 307 UNIT A 305 UNIT B 304 UNIT B 302 UNIT C 203 UNIT C 201BREEZEWAYBREEZEWAY 64 4 6 12' - 0"14' - 0"11' - 0"9' - 6"11' - 0"14' - 0"11' - 0"14' - 0"11' - 0"9' - 6"11' - 0"14' - 0"12' - 0" 154' - 0"5' - 3"35' - 0"35' - 0"5' - 3"80' - 6"#OCCUPANT LOAD EXITING ROOM 420.2 WALL SEPERATING DWELLING UNITS IN THE SAME BUILDING SHALL COMPLY WITH SECTION - 708 FIRE PARTITIONS (TYPE 7) 1 HR. FIRE RESISTANCE RATING AT EXTERIOR WALLS (TYPE 3 & 4) SMOKE / FIRE WALL LEGEND (360)867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE:360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:48:03 AMA2.115025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY - YELM FIRST FLOOR CODE COMPLIANCE 1/16" = 1'-0" FIRST FLOOR CODE PLAN A. GENERAL BUILDING LIMITATIONS. B. FIRE RESISTIVE RATINGS: A. Exterior Bering Walls__________1 Hour B. Exterior Non-bearing Walls______1 Hour C. Interior Bearing Walls__________1 Hour D. Interior Non-bearing walls_______1 Hour E. Roof Framing / Construction_____1 Hour G. Smoke Barrier________________1 Hour H. Exit Access Corridor___________1 Hour I. Sleeping Rooms Seperated from Corridor, Living Areas, and Kitchens_____1 Hour C. INTERIOR FINISH REQUIREMENTS IBC 2015 NFPA 1. Lobby / Corridor Class C Class A or B 2. Rooms Class C Class A or B 3. Floor Finish Class I or II Class I or II D. EXIT REQUIREMENTS 1. Per Table 1006.3.1 Shall have a minimum of two exits 2. Remoteness -1/3 length of max. overall diagonal between exits or exit access doors in sprinklered building 3. Per Table 1017.2 Maximum exit access travel - 250 ft. with sprinklers 4. Travel within room to corridor door - 125 ft., from corridor door to nearest exit - 200 ft. 5. Dead-end Corridor - 20 ft. with exception #2 - 50ft. 6. Egress width per occupant with sprinklers Stairway____0.3 per IBC 1005.3.1 Other egress components _____0.2 per IBC 1005.3.2 E. FIRE PROTECTION -Sprinklered system required throughout per NFPA 13 with quick response sprinkler. -Per section 718.3.2 Draftstops exception 1 draftstops are not required in buildings equipped throughout with a automatic sprinkler system in accordance with section 903.3.1.1 -Per section 903.2.8 Group R. An automatic sprinkler system shall be provided throughout buildings with a Group R fire area. -Automatic fire sprinkler system shall be installed Per NFPA 13. and IBC 903.3.1.1 1. Maimum allowed building height: Per table 504.3; R-2=60'. Proposed building height; R-2=50' 0-1/4". 2. Maximum allowed area: BUILDING 1, 2 & 3 R-2=40,800 S.F. J. Corridor Doors________________20 Min. K. Fire Wall_____________________2 Hour L. Openings in Fire Wall___________1-1/2 Hour M. Structural Framing_____________1 Hour - See Details on A0.5 N. Interior Exit Stairway____________1 Hour O. Exit Passageway Walls__________1 Hour P. Openings in Interior Exit Stairways and Exit Passageway______________1 Hour Q. Openings in Fire Barriers and Occupancy Seperation Walls______________3/4 Hour 1/16" = 1'-0" SECOND FLOOR CODE PLAN 1/16" = 1'-0" THIRD FLOOR CODE PLAN -708.3 Fire-resistance rating. Fire partitions shall have a fire-resistance rating of not less than 1 hour. Exception: 4. Corridor walls permitted to have 1/2 hour fire-resistance rating by Table 1018.1. -708.4 Continuity. Fire partitions shall extend from the top of that foundation or floor/ceiling assembly below to the underside of that floor or roof sheathing, slab or deck above or the the fire-resistance-rated floor/celing or roof/ceiling assembly above, and shall be securely attached thereto. If the partitions are not continuous to the sheathing, deck or slab, and where constructed of combustible construction, the space between the ceiling and the sheathing, deck or slab above shall be fireblocked or draftstopped in accordance with Sections 718.2 and 718.3 at the partition line. The supporting construction shall be protected to afford the required fire-resistance rating of the wall supported, except for walls separating tenant spaces in covered mall buildings, walls separating dwelling units, wall separating sleeping units and corridor walls in buildings of Type IIB, IIIB and VB construction. SECTION 708 FIRE PARTITIONS SECOND FLOOR AREAS NUMBER NAME AREA 201 UNIT D - 2 BEDROOM PLUS 1153 SF 201 UNIT D - BONUS 298 SF 202 UNIT B - 2 BEDROOM 1125 SF 203 UNIT D - 2 BEDROOM PLUS 1153 SF 203 UNIT D - BONUS 298 SF 204 UNIT B - 2 BEDROOM 1125 SF 205 UNIT A - 1 BEDROOM 790 SF 206 UNIT D - 2 BEDROOM PLUS 1153 SF 206 UNIT D - BONUS 298 SF 207 UNIT D - 2 BEDROOM PLUS 1153 SF 207 UNIT D - BONUS 298 SF 208 UNIT A - 1 BEDROOM 790 SF 210 BREEZEWAY 530 SF 211 BREEZEWAY 530 SF FIRST FLOOR AREAS NUMBER NAME AREA 101 UNIT C - 3 BEDROOM 1193 SF 102 UNIT B - 2 BEDROOM 1134 SF 103 UNIT C - 3 BEDROOM 1195 SF 104 UNIT B - 2 BEDROOM 1134 SF 105 UNIT A - 1 BEDROOM 790 SF 106 UNIT C - 3 BEDROOM 1210 SF 107 UNIT A - 1 BEDROOM 790 SF 108 UNIT C - 3 BEDROOM 1210 SF 110 BREEZEWAY 668 SF 111 BREEZEWAY 668 SF THIRD FLOOR AREAS NUMBER NAME AREA 302 UNIT B - 2 BEDROOM 1125 SF 304 UNIT B - 2 BEDROOM 1125 SF 305 UNIT A - 1 BEDROOM 790 SF 307 UNIT A - 1 BEDROOM 790 SF 310 BREEZEWAY 404 SF 311 BREEZEWAY 404 SF 0' 8'16'32' REVISIONS # ISSUED DATE 0' 8'16'32' 0' 8'16'32' -711.2 Horizontal assemblies. Horizontal assemblies shall comply with Sections 711.2.1 through 711.2.6 -711.2.1 Materials. Assemblies shall be of materials permitted by the building type of construction. -711.2.2 Continuity. Assemblies shall be continuous without vertical openings, except as permitted by this section and Section 712. -711.2.3 Supporting construction. The supporting construction shall be protected to afford the required fire-resistance rating of the horizontal assembly supported. -711.2.4 Fire-resistance rating. The fire-resistance rating of horizontal assemblies shall comply with Sections 711.2.4.1 through 711.2.4.6 but shall be not less than that required by the building type of construction. SECTION 711 HORIZONTAL ASSEMBLIES WH REFRIGDW REFRIG WH DW REFRIG WH DW WH REFRIG WH DW WH REFRIGDW WH REFRIG DW WH REFRIG DW DW REFRIG 1 2 3 4 5 6 7 8 9 10 11 12 13 14 B C D 14' - 0"11' - 0"9' - 6"11' - 0"14' - 0"11' - 0"14' - 0"11' - 0"9' - 6"11' - 0"14' - 0"12' - 0" 154' - 0"5' - 3"35' - 0"35' - 0"5' - 3"12' - 0"80' - 6"A C C A C C C G BEDROOM 1 BEDROOM 2 125 SF BEDROOM C A A A A A C A C C C G C A C C C G C A C C C G C C 2 2 2 3 3 2 4 4 4 4 4 4 4 44 4 4 4 7 74 1 1 4 4 4 4 4 3 3 3 3 3 3 3 4 4 4 4 4 3 33 4 4 4 4 2 2 2 2 2 2 1 1 4 4 4 4 4 4 3 3 1 3 3 2 2 2 7 1 1 4 4 4 4 4 4 3 3 3 3 1 1 4 3 3 1 3 7 3 3 3 4 4 4 44 6' - 0"6' - 0"7' - 4"6' - 8"4' - 2 1/4"3' - 5"3' - 4 3/4"9' - 6"3' - 6"3' - 7 1/2"3' - 10 1/2"7' - 0"7' - 0"5' - 6"5' - 6"14' - 0"3' - 10 1/2"3' - 7 1/2"3' - 6"9' - 6"3' - 4 3/4"3' - 5"4' - 2 1/4"6' - 8"7' - 4"6' - 0"6' - 0"5' - 4"14' - 5 1/2"9' - 4"3' - 8 3/4"8' - 3 3/4"3' - 8 3/4"9' - 4"14' - 5 1/2"5' - 4"12' - 0"14' - 0"11' - 0"9' - 6"11' - 0"14' - 0"11' - 0"14' - 0"11' - 0"9' - 6"11' - 0"14' - 0"12' - 0" 3' - 4 3/4"3' - 5"4' - 2 1/4"6' - 8"7' - 4"6' - 0"6' - 0"3' - 6"3' - 7 1/2"3' - 10 1/2"7' - 0"7' - 0"5' - 6"5' - 6"7' - 0"7' - 0"3' - 10 1/2"3' - 7 1/2"3' - 6"6' - 0"6' - 0"7' - 4"6' - 8"4' - 2 1/4"3' - 5"3' - 4 3/4"2' - 0"3' - 4"14' - 5 1/2"13' - 0 3/4"8' - 3 3/4"3' - 8 3/4"9' - 4"14' - 5 1/2"5' - 4"2' - 0"7' - 9 3/4"7' - 9 3/4"3 A7.1 2 A7.1 4 A7.1 3' - 8" 6 A7.1 A E1' - 7 3/4"1' - 6 1/4"7' - 9 3/4"14' - 7 3/4"4' - 9 3/4"9' - 9 3/4"9' - 9 3/4"4' - 9 3/4"3' - 3 1/4"19' - 2 1/4"1' - 6 1/4"1' - 7 3/4"1' - 7 3/4"1' - 6 1/4"7' - 9 3/4"11' - 4 1/2"3' - 3 1/4"4' - 9 3/4"9' - 9 3/4"9' - 9 3/4"4' - 9 3/4"3' - 3 1/4"19' - 2 1/4"1' - 6 1/4"1' - 7 3/4"CLOSET 1 ENTRY KITCHEN BATH CLOSET 2 PANTRY STORAGE PATIO/BALCONY LIVING STORAGE CLOSET 3 KITCHEN BATH 2 CLOSET 4 ENTRY PATIO CLOSET 1 CLOSET 2 BATH 1 PANTRY M. BEDROOM BEDROOM 2 PATIO STORAGE LIVING CLOSET 1 M. BATH ENTRY BATH 2 CLOSET 4 KITCHEN BEDROOM 3 CLOSET 3 CLOSET 2 BEDROOM 2 KITCHEN BATH 2 ENTRY BEDROOM 1 LIVING M. BEDROOM M. BATH BATH 2 KITCHEN ENRTY BEDROOM 1 LIVING BATH 1 BEDROOM 1 LIVING BEDROOM 2 ENTRY KITCHEN BATH 2 BATH 2 KITCHEN BEDROOM 2 ENTRY BEDROOM 1 LIVING M. BATH M. BATH PATIO PATIO PATIO PATIO BEDROOM 1 LIVING M. BEDROOM M. BATH BEDROOM 2 KITCHENBATH 2 ENTRY 77 7 7 7 7 7 7 3' - 8 1/4"3' - 8 1/4"3' - 8"5' - 8 3/4"7' - 9 3/4"5' - 8 3/4"5' - 8 3/4"7' - 9 3/4"5' - 8 3/4"2 2 3' - 9"3' - 9"1 A7.1 PANTRY PANTRY PANTRY PANTRY CLOSET 4 CLOSET 4 CLOSET 4 A3.6 11 5 A7.1 2' - 0"7' - 9 3/4"UPUPUPUP9 A8.3 DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDS DS DS DS DS DS DSDS DS DS     FIRE RISER - --- -- - - SHEET IT CAME FROM NOTE: BOTTOM # ON SECTIONS OR DETAIL LEADS BACK TO ROOM NUMBER DOOR NUMBER FE STUD WALL -SEE PARTITION TYPES SHEET A0.3 SEE DETAIL A/A0.3 FIRE EXTINGUISER AND CABINET SEE SCHEDULE ON A3.4, A3.5, A3.6 & A3.7 SEE DOOR SCHEDULE ON A3.4, A3.5, A3.6 & A3.7 PARTITION TYPES -SEE SHEET A0.3 X - X - X - SEE WINDOW TYPES ON A3.4, A3.5, A3.6 & A3.7 INTERIOR ROOM ELEVATIONS -# IN CIRCLE INDICATES WALL SECTION SHEET WALL SECTION NUMBER DIRECTION OF SECTION DETAIL NUMBER DETAIL SHEET BUILDING SECTION SHEET BUILDING SECTION LETTER DIRECTION OF SECTION WINDOW TYPE AND RELITE TYPE DOWNSPOUT SEE DETAIL A/A8.3 STUD WALL W/STONE -SEE PARTITION TYPES SHEET A0.3 DS WHICH PAGE DETAILS IS ON SEE SHEETS A3.4-A3.7 NOTE: FOR ENLARGED FLOOR PLANS - A ARCHITECTURAL SYMBOLS - - 1210 SF UNIT C -3 BEDROOM 106 1210 SF UNIT C -3 BEDROOM 108 790 SF UNIT A -1 BEDROOM 105 790 SF UNIT A -1 BEDROOM 107 1134 SF UNIT B -2 BEDROOM 104 1134 SF UNIT B -2 BEDROOM 102 1195 SF UNIT C -3 BEDROOM 103 1193 SF UNIT C -3 BEDROOM 101 668 SF BREEZEWAY 110 668 SF BREEZEWAY 111 (360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:48:07 AMA3.115025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMFLOOR PLAN - FIRST FLOOR 3/16" = 1'-0" BUILDING 2, 3 & 4 FIRST FLOOR PLAN 0'2'-8"5'-4"10'-8"16' FIRST FLOOR AREAS NUMBER NAME AREA 101 UNIT C - 3 BEDROOM 1193 SF 102 UNIT B - 2 BEDROOM 1134 SF 103 UNIT C - 3 BEDROOM 1195 SF 104 UNIT B - 2 BEDROOM 1134 SF 105 UNIT A - 1 BEDROOM 790 SF 106 UNIT C - 3 BEDROOM 1210 SF 107 UNIT A - 1 BEDROOM 790 SF 108 UNIT C - 3 BEDROOM 1210 SF 110 BREEZEWAY 668 SF 111 BREEZEWAY 668 SF REVISIONS #ISSUED DATE REFRIG WH REFRIG WH DW REFRIG WH DW REFRIG WH DW REFRIG WH DW REFRIG WH REFRIG WH REFRIG WH DN UP UP UP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 B C D 12' - 0"14' - 0"11' - 0"9' - 6"11' - 0"14' - 0"11' - 0"14' - 0"11' - 0"9' - 6"11' - 0"14' - 0"12' - 0" 2' - 0 1/4"12' - 0" 158' - 0 1/2" 6' - 9 3/4"7' - 2 1/2"7' - 4 5/8"6' - 7 3/8"4' - 2 3/4"3' - 4 1/2"3' - 4 3/4"3' - 6"3' - 7 1/2"3' - 10 1/2"14' - 0"5' - 6"5' - 6"14' - 0"3' - 10 1/2"3' - 7 1/2"3' - 6"3' - 4 3/4"3' - 4 1/2"4' - 2 3/4"6' - 7 3/8"7' - 4 5/8"7' - 2 1/2"6' - 9 3/4"2' - 6"2' - 3 1/4"2' - 6"2' - 3 1/4"2' - 1"2' - 1"2' - 11"2' - 11"7' - 9 3/4"5' - 8 3/4"5' - 7 3/4"7' - 8 3/4"3' - 11 1/4" 3' - 11 1/4"2' - 3 1/4"2' - 6"5' - 7 3/4"7' - 8 3/4"7' - 9 3/4"5' - 8 3/4"2' - 11"2' - 11"3' - 6"3' - 7 1/2"3' - 10 1/2"7' - 0"7' - 0"5' - 6"5' - 6"7' - 0"7' - 0"3' - 10 1/2"3' - 7 1/2"3' - 6"6' - 9 3/4"7' - 2 1/2"7' - 4 5/8"6' - 7 3/8"4' - 2 3/4"3' - 4 1/2"3' - 4 3/4"8' - 0 1/2"8' - 0"10' - 2 1/4"8' - 0"10' - 2 1/4"8' - 0"8' - 0 1/2"4' - 9 1/4"3' - 4 3/4"3' - 4 1/2"4' - 2 3/4"6' - 7 3/8"7' - 4 5/8"7' - 2 1/2"6' - 9 3/4"7' - 8 3/4"5' - 7 3/4"8' - 0 1/2"8' - 0"10' - 2 1/4"8' - 0"10' - 2 1/4"8' - 0"8' - 0 1/2"74' - 2"35' - 0"35' - 0"BEDROOM 2 A A G A A G CC C A A A A A C A A G A A G A A G A A G A A G A A G STAIR ENTRY BATH 2 KITCHEN BATH 1 UTILITYCLOSET 1 LIVINGBEDROOM 1 DECK STORAGE CLOSET 2 CLOSET 3 3 3 3 7 3 3 3 3 33 2 4 4 4 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 2 2 4 4 4 4 4 4 2 4 4 4 4 4 4 2 2 2 4 4 4 4 4 4 2 2 3 3 3 2 4 4 4 2 2 2 2 2 2 2 2 4 2 4 4 4 2 2 2 2 2 2 2 2 2 4 4 4 2 2 2 2 2 2 2 3 A7.1 2 A7.14 A7.1 6 A7.1 A E BEDROOM 1 BEDROOM 2LIVING STORAGE CLOSET 3 KITCHEN BATH 2 CLOSET 4 ENTRY DECK CLOSET 1 CLOSET 2 BATH 1 PANTRY BATH 1 BEDROOM 1 LIVING BEDROOM 2 ENTRY KITCHEN BATH 2 DECK BEDROOM 1 BEDROOM 1 CLOSET 1 ENTRY KITCHEN BATH 2 CLOSET 2 PANTRY STORAGE DECK BEDROOM 2 STAIR ENTRY BATH 2 KITCHEN BATH 1 UTILITYCLOSET 1 LIVINGBEDROOM 1 DECK STORAGE CLOSET 2 CLOSET 3 BEDROOM 2 STAIR ENTRY BATH 2 KITCHEN BATH 1 UTILITYCLOSET 1 LIVING BEDROOM 1 DECKSTORAGE CLOSET 2 CLOSET 3 BEDROOM 2 STAIR ENTRY BATH 2 KITCHEN BATH 1 UTILITYCLOSET 1 LIVING BEDROOM 1 DECKSTORAGE CLOSET 2 CLOSET 3 BATH 2 KITCHEN ENRTY LIVING DECK3' - 8 3/8"3' - 8 3/8"3' - 9"7' - 8 3/4"11' - 5 3/4"2' - 7 3/4"15' - 2 3/4"14' - 9 1/4"3' - 1 1/4"11' - 0 1/4"8' - 2 1/4"14' - 0 1/4"14' - 0"7' - 7 1/4"3' - 4 3/4"9' - 6"3' - 6"7' - 6"14' - 0"11' - 0"14' - 0"7' - 6"3' - 6"9' - 6"3' - 4 3/4"7' - 6 1/4"14' - 1"14' - 0 1/4"5' - 3"4' - 9 1/4"16' - 0 1/2"14' - 2 1/4"14' - 2 1/4"16' - 0 1/2"4' - 9 1/4"5' - 3"3' - 8" 3' - 8" 1 A7.1 5' - 8 3/4"7' - 9 3/4"7' - 8 3/4"5' - 7 3/4"7 7 7  5 A7.1 2' - 0" 22 7 77 2 2 2 7 7   ROOF LINE BELOW DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 13' - 7 1/2"5' - 6"790 SF UNIT A -1 BEDROOM 208 790 SF UNIT A -1 BEDROOM 205 1125 SF UNIT B -2 BEDROOM 204 1125 SF UNIT B -2 BEDROOM 202 1153 SF UNIT D -2 BEDROOM PLUS 206 1153 SF UNIT D -2 BEDROOM PLUS 207 1153 SF UNIT D -2 BEDROOM PLUS 203 1153 SF UNIT D -2 BEDROOM PLUS 201 530 SF BREEZEWAY 210 530 SF BREEZEWAY 211 - - SHEET IT CAME FROM NOTE: BOTTOM # ON SECTIONS OR DETAIL LEADS BACK TO ROOM NUMBER DOOR NUMBER FE STUD WALL -SEE PARTITION TYPES SHEET A0.3 SEE DETAIL A/A0.3 FIRE EXTINGUISER AND CABINET SEE SCHEDULE ON A3.4, A3.5, A3.6 & A3.7 SEE DOOR SCHEDULE ON A3.4, A3.5, A3.6 & A3.7 PARTITION TYPES -SEE SHEET A0.3 X - X - X - SEE WINDOW TYPES ON A3.4, A3.5, A3.6 & A3.7 INTERIOR ROOM ELEVATIONS -# IN CIRCLE INDICATES WALL SECTION SHEET WALL SECTION NUMBER DIRECTION OF SECTION DETAIL NUMBER DETAIL SHEET BUILDING SECTION SHEET BUILDING SECTION LETTER DIRECTION OF SECTION WINDOW TYPE AND RELITE TYPE DOWNSPOUT SEE DETAIL A/A8.3 STUD WALL W/STONE -SEE PARTITION TYPES SHEET A0.3 DS WHICH PAGE DETAILS IS ON SEE SHEETS A3.4-A3.7 NOTE: FOR ENLARGED FLOOR PLANS - A ARCHITECTURAL SYMBOLS - - (360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:48:10 AMA3.215025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMFLOOR PLAN - SECOND FLOOR 3/16" = 1'-0" BUILDING 2, 3 & 4 SECOND FLOOR PLANSECOND FLOOR AREAS NUMBER NAME AREA 201 UNIT D - 2 BEDROOM PLUS 1153 SF 201 UNIT D - BONUS 298 SF 202 UNIT B - 2 BEDROOM 1125 SF 203 UNIT D - 2 BEDROOM PLUS 1153 SF 203 UNIT D - BONUS 298 SF 204 UNIT B - 2 BEDROOM 1125 SF 205 UNIT A - 1 BEDROOM 790 SF 206 UNIT D - 2 BEDROOM PLUS 1153 SF 206 UNIT D - BONUS 298 SF 207 UNIT D - 2 BEDROOM PLUS 1153 SF 207 UNIT D - BONUS 298 SF 208 UNIT A - 1 BEDROOM 790 SF 210 BREEZEWAY 530 SF 211 BREEZEWAY 530 SF 0'2'-8"5'-4"10'-8"16' REVISIONS #ISSUED DATE REFRIG WH DW REFRIG WH DW REFRIG WH DW REFRIG WH DW DN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 B C D 12' - 0"14' - 0"11' - 0"9' - 6"11' - 0"14' - 0"11' - 0"14' - 0"11' - 0"9' - 6"11' - 0"14' - 0"12' - 0" 5' - 9 1/2"5' - 2 3/4"5' - 2 3/4"5' - 4 1/4" 5' - 9 1/2"5' - 2 3/4"5' - 2 3/4"5' - 4 1/4"30' - 5 1/2"9' - 9 1/2"10' - 10 1/2"9' - 9 1/2"15' - 2 3/4"15' - 2 3/4"21' - 10 1/4"3' - 4 3/4"3' - 6"3' - 7 1/2"3' - 10 1/2"14' - 0"5' - 6"5' - 6"14' - 0"3' - 10 1/2"3' - 7 1/2"3' - 6"3' - 4 3/4"21' - 7 1/4" 5' - 3 3/4"5' - 2 3/4"5' - 2 3/4"5' - 9 1/2"30' - 5 1/2"5' - 4 1/4"5' - 2 3/4"5' - 2 3/4"21' - 10 1/4"3' - 4 3/4"21' - 7 1/4"3' - 6"3' - 7 1/2"3' - 10 1/2"7' - 0"7' - 0"5' - 6"5' - 6"7' - 0"7' - 0"3' - 10 1/2"3' - 7 1/2"3' - 6"21' - 7 1/4"3' - 4 3/4"21' - 10 1/4"80' - 6"5' - 3"35' - 0"35' - 0"5' - 3"2' - 1"2' - 1"21' - 10 1/4"12' - 0"14' - 0"11' - 0"9' - 6"11' - 0"14' - 0"11' - 0"14' - 0"11' - 0"9' - 6"11' - 0"14' - 0"12' - 0"2' - 1"30' - 5 1/2"GGG CC A A A A A A C C GGG G G G G G G 3 3 3 7 3 3 3 3 3 3 2 2 2 7 2 2 2 4 2 2 2 4 4 4 4 4 2 2 2 4 4 4 4 4 4 2 4 4 4 4 4 4 2 2 2 4 4 4 4 4 4 2 2 7 3 3 3 2 2 2 2 2 2 4 4 2 2 2 2 2 2 4 2 2 2 2 2 4 3 A7.1 2 A7.1 4 A7.1 6 A7.1 A E 1 A7.1 37 1/2"21' - 1 3/4" 5 A7.1 A A A A 2 2 7 7 7 7 7 2 9' - 9 1/2"10' - 10 1/2"9' - 9 1/2"    DS DS DS DS DS DS DS DS DS DS ROOF LINE BELOW - --- 790 SF UNIT A -1 BEDROOM 305 790 SF UNIT A -1 BEDROOM 307 1125 SF UNIT B -2 BEDROOM 302 1125 SF UNIT B -2 BEDROOM 304 298 SF UNIT D -BONUS 206 298 SF UNIT D -BONUS 207 298 SF UNIT D -BONUS 201 298 SF UNIT D -BONUS 203404 SF BREEZEWAY 310 404 SF BREEZEWAY 311 - - SHEET IT CAME FROM NOTE: BOTTOM # ON SECTIONS OR DETAIL LEADS BACK TO ROOM NUMBER DOOR NUMBER FE STUD WALL -SEE PARTITION TYPES SHEET A0.3 SEE DETAIL A/A0.3 FIRE EXTINGUISER AND CABINET SEE SCHEDULE ON A3.4, A3.5, A3.6 & A3.7 SEE DOOR SCHEDULE ON A3.4, A3.5, A3.6 & A3.7 PARTITION TYPES -SEE SHEET A0.3 X - X - X - SEE WINDOW TYPES ON A3.4, A3.5, A3.6 & A3.7 INTERIOR ROOM ELEVATIONS -# IN CIRCLE INDICATES WALL SECTION SHEET WALL SECTION NUMBER DIRECTION OF SECTION DETAIL NUMBER DETAIL SHEET BUILDING SECTION SHEET BUILDING SECTION LETTER DIRECTION OF SECTION WINDOW TYPE AND RELITE TYPE DOWNSPOUT SEE DETAIL A/A8.3 STUD WALL W/STONE -SEE PARTITION TYPES SHEET A0.3 DS WHICH PAGE DETAILS IS ON SEE SHEETS A3.4-A3.7 NOTE: FOR ENLARGED FLOOR PLANS - A ARCHITECTURAL SYMBOLS - - (360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:48:12 AMA3.315025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMFLOOR PLAN - THIRD FLOOR 3/16" = 1'-0" BUILDING 2, 3 & 4 THIRD FLOOR PLAN REVISIONS #ISSUED DATE 0'2'-8"5'-4"10'-8"16' THIRD FLOOR AREAS NUMBER NAME AREA 302 UNIT B - 2 BEDROOM 1125 SF 304 UNIT B - 2 BEDROOM 1125 SF 305 UNIT A - 1 BEDROOM 790 SF 307 UNIT A - 1 BEDROOM 790 SF 310 BREEZEWAY 404 SF 311 BREEZEWAY 404 SF WH DW REFRIG REFRIG WH DW REFRIG WH DW 5 6 7 B C 10' - 11 1/4"14' - 0"35' - 0"A7 A2 A4 A3 A6 A5 A8 A C 3 7 5 7 5 7 7 5 7 5 7 5 7 5 5 5 5 5 5 3 2 2 2 2 33 3 4 4 4 4 3' - 5 1/4"7' - 6"7' - 0"7' - 0" 25' - 0"2' - 11"35' - 0"5' - 3"7' - 9 3/4"11' - 4 1/2"3' - 3 1/4"4' - 9 3/4"9' - 9 3/4"1' - 0"4' - 6 1/4"3' - 3"3' - 8 1/4" 11' - 5 1/2" 4' - 3"2' - 10"4' - 1"5' - 8 3/4"EQEQ3' - 1 1/4"3' - 1"7' - 1 1/2"3' - 4 1/4"9' - 0"3' - 2"2' - 6"10' - 10 1/2"10' - 5 1/4"5' - 0"7' - 8" 5' - 6" 2' - 0"3' - 0"2' - 0"A3.4 2 1 A3.4 5 6 4 BEDROOM CLOSET 1 ENTRY BATH KITCHEN CLOSET 2 PANTRY STORAGE PATIO/BALCONY A 1' - 7 3/4"1' - 7 3/4"3 6 HW A118" MIN6 DS DS DOOR TYPES 1 3/4" SOLID CORE COMPOSITE SINGLE FLUSH TYPE A 1 3/8" HOLLOW CORE COMPOSITE SINGLE FLUSH TYPE A1 TYPE C 1 3/4" FIBERGLASS FOAM CORE, FULL LIGHT SAFETY GLASS NON-RATED HARDWARE SET 1.0 3 HINGE 1 KEYED ENTRY LOCKSET 1 THRESHOLD 1 WEATHER SEAL 1 DOOR SWEEP 1 PEEPHOLE 1 WALL STOP HARDWARE SET 2.02 3 HINGE 1 PRIVACY LOCKSET 3 SILENCERS 1 WALL STOP HARDWARE SET 6.01 1 JOHNSON HEAVY DUTY BIPASS DOOR HARDWARE 1 FLOOR GLIDE 2 FLUSH CUP PULLS HARDWARE SET 2.03 3 HINGE 1 DUMBY LEAVER 3 SILENCERS 1 ROLLER BALL LATCH HARDWARE SET 3.01 3 HINGE 1 KEYED ENTRY LOCKSET 1 THRESHOLD 1 WEATHER SEAL 1 SWEEP TYPE B 1 3/8" HOLLOW CORE COMPOSITE BI-PASS FLUSH SHOWER HEAD FIBERGLASS TUB/SHOWER SURROUND STACKING WASHER AND DRYER RUBBER BASE CURTAIN ROD AVAILABLE AREA FOR CASEWORK 32"36" MIN 64 3/4" 18" MAX 17" MIN 17"-19"SHELVING SINK RUBBER BASE ℄ 20"19"77 1/2" 60 3/4" AVAILABLE AREA FOR CASEWORKAVAILABLE AREA FOR CASEWORK DISHWASHER SINK AVAILABLE AREA FOR CASEWORK 115" BASE ℄30"18"36"87"℄ AVAILABLE AREA FOR CASEWORK 103" 24" 14"AVAILABLE AREA FOR CASEWORK SINK 24"36 3/4"AVAILABLE AREA FOR CASEWORK 48 3/4" REFRIGERATOR RANGE 18"36"18"30"12"125" AVAILABLE AREA FOR CASEWORK ℄ 36"29"17"-19"CURTAIN ROD FIBERGLASS TUB/SHOWER SURROUND 7' - 0"6' - 0"2' - 0"5' - 0"6' - 0"4' - 0"3' - 0"FIN.FL. A C A SHALL BE VINYL SLIDER, WITH INSULATED GLASS PANELS, AND SCREEN ( U = .40 MAX ) C WINDOW SCHEDULE 7' - 0"5 6 7 B C A 8' - 11 1/8" TV TV TV 8' - 11 1/8" 8' - 11 1/8" SD SD (360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:48:14 AMA3.415025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMENLARGED UNIT PLAN -UNIT A -1 BEDROOM 1/4" = 1'-0"A UNIT A -1 BEDROOM 1 BEDROOM UNIT A - DOOR SCHEDULE No.TYPE DOOR MAT'L DOOR FINISH Width HEIGHT THICKNESS FRAME TYPE FRAME FINISH UL RTG HARDWARE REMARKS A1 A WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 20 MIN 2.01 A2 A1 WD PAINT 2' - 6"6' - 8"1 3/8"PAINT 2.03 A3 A WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 2.02 A4 A1 WD PAINT 2' - 0"6' - 8"1 3/8"PAINT 2.03 A5 B WD PAINT 5' - 0"6' - 8"1 3/8"PAINT 6.01 BI-PASS DOOR A6 A1 WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 2.02 A7 A WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 1.0 A8 C WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 2.01 A10 C WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 3.01 A11 C WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 3.01 1/4" = 1'-0"1 BATH 1/4" = 1'-0"2 BATH 1/4" = 1'-0"6 KITCHEN1/4" = 1'-0"4 KITCHEN 1/4" = 1'-0"5 KITCHEN ALUM ALUMINUM ANOD ANODIZED COMP COMPOSITE FF FACTORY FINISH HM HOLLOW METAL HW HARDWARE GROUP MHO MAGNETIC HOLD OPEN PH PANIC HARDWARE PT PAINT SM SHEET METAL (REDIFRAME OR SIM.) S/V STAIN & VARNISH WD WOOD DOOR SCHEDULE ABBREVIATIONS REVISIONS #ISSUED DATE 1 Revision 1 Date 1 1/4" = 1'-0"3 UNIT A 0'2'4'8'12' 1/4" = 1'-0"B UNIT A -1 BEDROOM -RCP 0'2'4'8'12' - - WINDOW TYPE & RELITE TYPE SEE DETAIL SHEETDETAIL NUMBER INTERIOR ROOM ELEVATIONS SEE BELOW WINDOW TYPES BELOW - X WALL TYPES -SEE SHEET A0.3 SCHEDULE BELOW SCHEDULE BELOW FIRE EXTINGUISHER AND CABINET SEE DETAIL A/A0.3 STUD WALL -SEE PARTITION FE DOOR NUMBER SEE ROOM NUMBER SEE TV OUTLET -SEE ELECTRICAL NOTE: UNITS WITH A "-R" BEHIND THE UNIT LETTER IS A REVERSE UNIT LAYOUT ARCHITECTURAL SYMBOLS X - - TV TYPES ON A0.3 DOOR CLEARANCE BOX STUD WALL W/ STONE VENEER OPERABLE WINDOW DIRECTION 14. 11. 10. 13. 3. 2. 4. 1. 5. 6. 8. 9. ELEMENTS FROM MOISTURE. SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL DISPENSERS AND SOAP DISHES, PROVIDED ON OR WITHIN WALL ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER GENERAL NOTES NOTED OTHERWISE. ALL OPENINGS WITHOUT DOORS SHALL BE CASED WITH GWB UNLESS VERIFY SHEAR WALL LOCATIONS WITH STRUCTURAL PLANS VERIFY WALL TYPES BETWEEN UNITS WITH FLOOR PLANS AND FIELD VERIFY ALL CABINET OPENING BEFORE FABRICATING UNITS VERIFY DECK AND PATIO LOCATION WITH FLOOR PLANS DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE VERIFY WINDOW LOCATIONS WITH FLOOR PLANS VERIFY LOCATION & ORIENTATION OF UNITS WITH FLOOR PLANS WATER CLOSET OPERATING HANDLE TO BE ON WIDE SIDE OF TOILET AREA. WHERE TOWEL BARS, SANITARY NAPKINS, WASTE RECEPTACLES, PAPER & SOAP DISPENSERS, OTHER EQUIPMENT AND CONTROLS ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM THE FINISHED FLOOR. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF REFLECTING SURFACE NO HIGHER THAN 40" FROM THE FINISHED FLOOR. FROM BACK WALL. LAV CABINET, COUNTER SHALL NOT EXTEND MORE THAN 24" WHEN 36" IN WIDTH IS PROVIDED AT WATER CLOSET SIDEWALL AND FIRST FLOOR CEILING HT. = 8'-11 1/8" U.N.O. SECOND FLOOR CEILING HT. = 8'-11 1/8" U.N.O. THIRD FLOOR CEILING HT. = 8'-11 1/8" U.N.O. 15. 12. LOCATIONS OF 1-HOUR PARTY WALLS SURFACE OR PENDANT MOUNTED DECORATIVE LUMINAIRE RECESSED DOWNLIGHT SURFACE MOUNT SCONCE LIGHT WALL MOUNTED LINEAR LUMINAIRE PENDANT LIGHT FIXTURE CEILING ELEVATION9' -0" SMOKE / CARBON MONOXIDE DETECTOR (CENTER IN TILE) U.N.O.SD REFLECTED CEILING PLAN LEGEND DUPLEX RECEPTACLE (110V) 220V RECEPTACLE DUPLEX RECEPTACLE (GFCI) LINE VOLTAGE SWITCH EXHAUST RANGE EXHAUST WINDOW UNITS ROUGH OPENING TO BE REVISED AS REQUIRED BY MANUFACTURE SELECTED. ALL WINDOW UNITS TO BE COMPLETE WITH ALL SCREENS AND SCREEN HARDWARE. ALL EXTERIOR WINDOW UNITS TO BE GLAZES WITH INSULATING GLASS AND LOW E ALL BEDROOM WINDOWS SILL HEIGHT SHALL BE NOT MORE THAN 44" MAX OFF FINISHED FLOOR. A MIN. NET CLEAR OPENING HEIGHT DIMENSION OF 24" AND A MIN. WIDTH DIMENSION OF 20". MIN. NET CLEAR OPENING FOR GRADE SHALL BE 5 S.F. CAULK AND SEAL BETWEEN EXTERIOR WINDOWS AND DOOR FRAMES AND ADJOINING MATERIALS. (TYPICAL) ALL WINDOW UNITS WITHIN 2'-0" OF A DOOR ARE TO HAVE TEMPERED GLASS. TOP OF EXTERIOR WINDOWS TO LINE UP WITH TOP OF EXTERIOR 7'-0" DOORS. "CAULKING AROUND ALL WINDOWS TO BE BY SIDING CONTRACTOR AND TO BE A HIGHLY RATED EXTERIOR CALUKING FOR THE REGION IN WHICH PROJECT IS LOCATED AND BE APPROVED BY PROJECT SUPERINTENDENT PRIOR TO INSTALLATION". ALL LABELED DOORS SHALL BE GOVERNED BY U.L. REQUIREMENTS AND SHALL BEAR PHYSICAL U.L. LABEL OF FIRE RATING SPECIFIED. VERIFY ALL PARTITION THICKNESS PRIOR TO DETERMINING FRAME THROAT SIZE. ALL DOOR FRAME DEPTH SIZE DIMENSIONS SHALL BE 1/8" GREATER ON EACH SIDE OF PARTITION WHERE SNAP-ON CASING IS SCHEDULED. DOUBLE DOORS SHALL HAVE METAL ASTRAGAL. VERIFY PLYWOOD SHEAR WALL LOCATIONS WITH STRUCTURAL PLANS FOR ADDED FRAME DEPTH PER SECTION 1010.1.9 HARDWARE DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5LBS MAXIMUM. PER SECTION 1010.1.10.1 PANIC AND FIRE EXIT HARDWARE WHERE PANIC AND FIRE HARDWARE IS INSTALLED, IT SHALL COMPLY WITH THE FOLLOWING: 1.PANIC HARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 305. 2.FIRE EXIT HARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 10C & UL 305. 3.THE ACTUATING PORTION OF THE RELEASING DEVICE SHALL EXTEND AT LEAST ONE-HALF OF THE DOOR LEAF WIDTH. 4.THE MAXIMUM UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS. PER SECTION 1010.1.3 DOOR OPENING FORCE. THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 POUNDS. FOR OTHER SWINGING DOORS, AS WELL AS SLIDING AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 POUND FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30 POUND FORCE. THE DOOR SHALL SWING TO A FULL OPEN POSITION WHEN SUBJECTED TO A 15 POUND FORCE. PROVIDE ELECTRICAL ROOM DOOR SIGNAGE PER 2012 IFC, SECTIONS 506 & 510 ALL DOOR HARDWARE AND OPERABLE PARTS SHALL MEET EGRESS REQUIREMENTS AND SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND. OPERABLE PARTS OF HARDWARE SHALL BE 34IN. MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. WINDOW NOTES DOOR NOTES VERIFY SHOWER ROUGH OPENING SIZE WITH MANUF. & MODEL SELECTED.16. REFRIG WH DW REFRIG WH DW REFRIG WH DW 7 8 9 10 B C 11' - 0"14' - 0"11' - 0"37' - 1"B1 B4 B9 B3 B2B5B8 A C AB12 B11 6 5 5 5 5 5 6 5 5 5 4 454 4 5 2 2 2 233 2 7 7 7 7 5 5 5 5 5 B10 B75' - 6"5' - 6"7' - 0"7' - 0"3' - 10 1/2"3' - 7 1/2"3' - 6"7' - 9 3/4"11' - 4 1/2"3' - 3 1/4"4' - 9 3/4"9' - 9 3/4"2' - 1"35' - 0"10' - 10 1/2"2' - 8"3' - 1 1/4"9' - 5" 36' - 0"7' - 1 1/2"2' - 11 1/2"6' - 8"15' - 4"2' - 11"4' - 0 3/4"4' - 2 1/2"2' - 5"3' - 2"13' - 6 1/2"11' - 5 1/2" 10' - 5"2' - 8"3' - 1 1/4"9' - 5" 4' - 7 1/4"6' - 10 1/4" 3' - 5"3' - 6 1/4"4' - 6 1/4"1' - 0 3/4"2' - 5 1/4"3' - 7 3/4"3' - 4 1/4"4' - 11 3/4"14' - 5 3/4"5' - 8 3/4"4' - 5 1/2"3' - 9 3/4"2' - 5" A3.5 3 2 A3.5 6 5 4 A3.5 8 7 LIVING STORAGE CLOSET 3 KITCHEN BATH 2 CLOSET 4 ENTRY PATIO CLOSET 1 CLOSET 2BATH 1 PANTRY BEDROOM 1 BEDROOM 2 A 3' - 10 1/4"5 W/D 9 1 B62' - 11"15' - 4"6' - 8"10' - 1"35' - 0"2' - 0"2' - 11"5 DOOR TYPES 1 3/4" SOLID CORE COMPOSITE SINGLE FLUSH TYPE A TYPE B 1 3/8" HOLLOW CORE COMPOSITE SINGLE FLUSH TYPE A1 1 3/4" SOLID CORE COMPOSITE DOUBLE FLUSH TYPE C HARDWARE SET 1.0 3 HINGE 1 KEYED ENTRY LOCKSET 1 THRESHOLD 1 WEATHER SEAL 1 DOOR SWEEP 1 PEEP HOLE 1 WALL STOP HARDWARE SET 2.02 3 HINGE 1 PRIVACY LOCKSET 3 SILENCERS HARDWARE SET 6.01 1 JOHNSON HEAVY DUTY BIPASS DOOR HARDWARE 1 FLOOR GLIDE 2 FLUSH CUP PULLS 1 3/4" FIBERGLASS FOAM CORE, FULL LIGHT SAFETY GLASS NON-RATED HARDWARE SET 3.01 3 HINGE 1 KEYED ENTRY LOCKSET 1 THRESHOLD 1 WEATHER SEAL 1 SWEEP TYPE D 1 3/8" HOLLOW CORE COMPOSITE DOUBLE FLUSH POCKET DOOR HARDWARE SET 4.01 1 JOHNSON POCKET DOOR FRAME/HARDWARE KIT, 1500 SERIES 1 POCKET DOOR PASSAGE LATCH ENTER #2101 HARDWARE SET 2.03 3 HINGE 1 DUMBY LEAVER 3 SILENCERS 1 ROLLER BALL LATCH FIBERGLASS SHOWER STALL CURTAIN ROD SHOWER HEAD RUBBER BASE AVAILABLE AREA FOR CASEWORK 36" MIN38 3/4"39"17"-19"RUBBER BASE SINK 28"28"60" AVAILABLE AREA FOR CASEWORK 18 3/4"18"79" 14"18"AVAILABLE AREA FOR CASEWORK SINK DISH WASHER AVAILABLE AREA FOR CASEWORK 120" 60"24"27 1/2" SINKRANGE 14" 108"30"18"36"AVAILABLE AREA FOR CASEWORK AVAILABLE AREA FOR CASEWORK 38"24"27"34 3/4"36"18"30"72"12"AVAILABLE AREA FOR CASEWORK RANGE FRIG FIBERGLASS SURROUND TUB/SHOWER SHOWER HEAD STACKING WASHER & DRYER CURTAIN ROD RUBBER BASE 36" MIN 34"31" AVAILABLE AREA FOR CASEWORK 68"17"-19"18" MAX 17" MIN 65"32"RUBBER BASE SINK CURTAIN ROD FIBERGLASS SURROUND TUB/SHOWER 17"-19"7 8 9 10 B C A 8' - 11 1/8" TV TV TV W/D TV TV SD SD SD CURTAIN ROD FIBERGLASS SHOWER STALL 17"-19"7' - 0"6' - 0"2' - 0"5' - 0"6' - 0"4' - 0"3' - 0"FIN.FL. A C A SHALL BE VINYL SLIDER, WITH INSULATED GLASS PANELS, AND SCREEN ( U = .40 MAX ) C WINDOW SCHEDULE 7' - 0"(360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:48:17 AMA3.515025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMENLARGED UNIT PLAN -UNIT B -2 BEDROOM 1/4" = 1'-0"A UNIT B -2 BEDROOM -FLOOR PLAN UNIT B - DOOR SCHEDULE No.TYPE DOOR MAT'L DOOR FINISH WIDTH HEIGHT THICKNESS FRAME TYPE FRAME FINISH UL RTG HARDWARE REMARKS B1 A WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 20 MIN 1.0 B2 A1 WD PAINT 2' - 0"6' - 8"1 3/8"PAINT 2.03 B3 A1 WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 2.02 B4 A1 WD PAINT 2' - 6"6' - 8"1 3/8"PAINT 2.03 B5 A1 WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 2.02 B6 D WD PAINT 3' - 0"6' - 8"1 3/8"PAINT 4.01 POCKET DOOR B7 D WD PAINT 3' - 0"6' - 8"1 3/8"PAINT 4.01 POCKET DOOR B8 A1 WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 2.02 B9 A1 WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 2.02 B10 B WD PAINT 5' - 0"6' - 8"1 3/8"PAINT 6.01 BI-PASS DOOR B11 A WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 1.0 B12 C WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 3.01 1/4" = 1'-0"2 BATH 1 1/4" = 1'-0"3 BATH 1 1/4" = 1'-0"4 KITCHEN 1/4" = 1'-0"5 KITCHEN 1/4" = 1'-0"6 KITCHEN 1/4" = 1'-0"7 BATH 2 1/4" = 1'-0"8 BATH 2 REVISIONS #ISSUED DATE 1/4" = 1'-0"9 BATH ALUM ALUMINUM ANOD ANODIZED COMP COMPOSITE FF FACTORY FINISH HM HOLLOW METAL HW HARDWARE GROUP MHO MAGNETIC HOLD OPEN PH PANIC HARDWARE PT PAINT R RUBBER SM SHEET METAL (REDIFRAME OR SIM.) S/V STAIN & VARNISH WD WOOD DOOR SCHEDULE ABBREVIATIONS 1/4" = 1'-0"B UNIT B -2 BEDROOM -RCP 0'2'4'8'12'0'2'4'8'12' 1/4" = 1'-0"1 BATH 1 - - WINDOW TYPE & RELITE TYPE SEE DETAIL SHEETDETAIL NUMBER INTERIOR ROOM ELEVATIONS SEE BELOW WINDOW TYPES BELOW - X WALL TYPES -SEE SHEET A0.3 SCHEDULE BELOW SCHEDULE BELOW FIRE EXTINGUISHER AND CABINET SEE DETAIL A/A0.3 STUD WALL -SEE PARTITION FE DOOR NUMBER SEE ROOM NUMBER SEE TV OUTLET -SEE ELECTRICAL NOTE: UNITS WITH A "-R" BEHIND THE UNIT LETTER IS A REVERSE UNIT LAYOUT ARCHITECTURAL SYMBOLS X - - TV TYPES ON A0.3 DOOR CLEARANCE BOX STUD WALL W/ STONE VENEER OPERABLE WINDOW DIRECTION SURFACE OR PENDANT MOUNTED DECORATIVE LUMINAIRE RECESSED DOWNLIGHT SURFACE MOUNT SCONCE LIGHT WALL MOUNTED LINEAR LUMINAIRE PENDANT LIGHT FIXTURE CEILING ELEVATION9' -0" SMOKE / CARBON MONOXIDE DETECTOR (CENTER IN TILE) U.N.O.SD REFLECTED CEILING PLAN LEGEND DUPLEX RECEPTACLE (110V) 220V RECEPTACLE DUPLEX RECEPTACLE (GFCI) LINE VOLTAGE SWITCH EXHAUST RANGE EXHAUST WINDOW UNITS ROUGH OPENING TO BE REVISED AS REQUIRED BY MANUFACTURE SELECTED. ALL WINDOW UNITS TO BE COMPLETE WITH ALL SCREENS AND SCREEN HARDWARE. ALL EXTERIOR WINDOW UNITS TO BE GLAZES WITH INSULATING GLASS AND LOW E ALL BEDROOM WINDOWS SILL HEIGHT SHALL BE NOT MORE THAN 44" MAX OFF FINISHED FLOOR. A MIN. NET CLEAR OPENING HEIGHT DIMENSION OF 24" AND A MIN. WIDTH DIMENSION OF 20". MIN. NET CLEAR OPENING FOR GRADE SHALL BE 5 S.F. CAULK AND SEAL BETWEEN EXTERIOR WINDOWS AND DOOR FRAMES AND ADJOINING MATERIALS. (TYPICAL) ALL WINDOW UNITS WITHIN 2'-0" OF A DOOR ARE TO HAVE TEMPERED GLASS. TOP OF EXTERIOR WINDOWS TO LINE UP WITH TOP OF EXTERIOR 7'-0" DOORS. "CAULKING AROUND ALL WINDOWS TO BE BY SIDING CONTRACTOR AND TO BE A HIGHLY RATED EXTERIOR CALUKING FOR THE REGION IN WHICH PROJECT IS LOCATED AND BE APPROVED BY PROJECT SUPERINTENDENT PRIOR TO INSTALLATION". WINDOW NOTES ALL LABELED DOORS SHALL BE GOVERNED BY U.L. REQUIREMENTS AND SHALL BEAR PHYSICAL U.L. LABEL OF FIRE RATING SPECIFIED. VERIFY ALL PARTITION THICKNESS PRIOR TO DETERMINING FRAME THROAT SIZE. ALL DOOR FRAME DEPTH SIZE DIMENSIONS SHALL BE 1/8" GREATER ON EACH SIDE OF PARTITION WHERE SNAP-ON CASING IS SCHEDULED. DOUBLE DOORS SHALL HAVE METAL ASTRAGAL. VERIFY PLYWOOD SHEAR WALL LOCATIONS WITH STRUCTURAL PLANS FOR ADDED FRAME DEPTH PER SECTION 1010.1.9 HARDWARE DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5LBS MAXIMUM. PER SECTION 1010.1.10.1 PANIC AND FIRE EXIT HARDWARE WHERE PANIC AND FIRE HARDWARE IS INSTALLED, IT SHALL COMPLY WITH THE FOLLOWING: 1.PANIC HARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 305. 2.FIRE EXIT HARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 10C & UL 305. 3.THE ACTUATING PORTION OF THE RELEASING DEVICE SHALL EXTEND AT LEAST ONE-HALF OF THE DOOR LEAF WIDTH. 4.THE MAXIMUM UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS. PER SECTION 1010.1.3 DOOR OPENING FORCE. THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 POUNDS. FOR OTHER SWINGING DOORS, AS WELL AS SLIDING AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 POUND FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30 POUND FORCE. THE DOOR SHALL SWING TO A FULL OPEN POSITION WHEN SUBJECTED TO A 15 POUND FORCE. PROVIDE ELECTRICAL ROOM DOOR SIGNAGE PER 2012 IFC, SECTIONS 506 & 510 ALL DOOR HARDWARE AND OPERABLE PARTS SHALL MEET EGRESS REQUIREMENTS AND SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND. OPERABLE PARTS OF HARDWARE SHALL BE 34IN. MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. DOOR NOTES 14. 11. 10. 13. 3. 2. 4. 1. 5. 6. 8. 9. ELEMENTS FROM MOISTURE. SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL DISPENSERS AND SOAP DISHES, PROVIDED ON OR WITHIN WALL ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER GENERAL NOTES NOTED OTHERWISE. ALL OPENINGS WITHOUT DOORS SHALL BE CASED WITH GWB UNLESS VERIFY SHEAR WALL LOCATIONS WITH STRUCTURAL PLANS VERIFY WALL TYPES BETWEEN UNITS WITH FLOOR PLANS AND FIELD VERIFY ALL CABINET OPENING BEFORE FABRICATING UNITS VERIFY DECK AND PATIO LOCATION WITH FLOOR PLANS DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE VERIFY WINDOW LOCATIONS WITH FLOOR PLANS VERIFY LOCATION & ORIENTATION OF UNITS WITH FLOOR PLANS WATER CLOSET OPERATING HANDLE TO BE ON WIDE SIDE OF TOILET AREA. WHERE TOWEL BARS, SANITARY NAPKINS, WASTE RECEPTACLES, PAPER & SOAP DISPENSERS, OTHER EQUIPMENT AND CONTROLS ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM THE FINISHED FLOOR. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF REFLECTING SURFACE NO HIGHER THAN 40" FROM THE FINISHED FLOOR. FROM BACK WALL. LAV CABINET, COUNTER SHALL NOT EXTEND MORE THAN 24" WHEN 36" IN WIDTH IS PROVIDED AT WATER CLOSET SIDEWALL AND FIRST FLOOR CEILING HT. = 8'-11 1/8" U.N.O. SECOND FLOOR CEILING HT. = 8'-11 1/8" U.N.O. THIRD FLOOR CEILING HT. = 8'-11 1/8" U.N.O. 15. 12. LOCATIONS OF 1-HOUR PARTY WALLS VERIFY SHOWER ROUGH OPENING SIZE WITH MANUF. & MODEL SELECTED.16. WH REFRIGDW REFRIG REFRIG WH 1 2 3 4 B C 14' - 0"11' - 0"35' - 0"12' - 0" C1 C2C3C9 C10 C4 C7 C6C11 C A C C G C C8 33 5 5 5 5 3 6 5 5 5 3 3 5 5 4 5 5 5 44 4 6 5 5 11 4 4 56 6' - 0"6' - 0"7' - 4"6' - 8"4' - 2 1/4"3' - 5"3' - 2"2' - 1"5' - 8 3/4"11' - 4 1/2"3' - 3 1/4"4' - 9 3/4"9' - 9 3/4"9' - 6 1/2"17' - 5"9' - 6 1/2"5' - 4"6' - 8"2' - 5"5' - 4 1/2"3' - 4"2' - 5"3' - 7"3' - 8 3/4"4' - 2"2' - 0"3' - 5"3' - 11 1/2"4' - 1"1' - 6" 4' - 9 1/2"3' - 2"3' - 6"3' - 10 1/4"1' - 10 1/2"14' - 5 3/4"5' - 1 3/4"3' - 6 3/4"5' - 8 1/2"3' - 11 3/4"8' - 8 1/2"12' - 5"4' - 0"3' - 11 1/2"3' - 10 1/2" 11' - 10" 37' - 0" 4' - 6 3/4"3' - 1 1/4"4' - 2" 3' - 11 3/4"3' - 11 3/4" A3.6 3 1 A3.6 5 4 6 A3.6 98 M. BEDROOM BEDROOM 2 PATIO STORAGE LIVING CLOSET 1 M. BATH ENTRY BATH 2 CLOSET 4 KITCHEN BEDROOM 3 CLOSET 3 CLOSET 2 A 2 7 C12 C5 101' - 7 3/4"1' - 7 3/4" 5' - 5"5' - 0"3' - 3 1/2" 7 7 1 5 222 2 4 A3.6 11 C13DOOR TYPES 1 3/8" HOLLOW CORE COMPOSITE SINGLE FLUSH TYPE A1 HARDWARE SET 2.02 3 HINGE 1 PRIVACY LOCKSET 3 SILENCERS 1 3/4" SOLID CORE COMPOSITE SINGLE FLUSH TYPE A TYPE B 1 3/4" SOLID CORE COMPOSITE DOUBLE FLUSH TYPE C HARDWARE SET 1.0 3 HINGE 1 KEYED ENTRY LOCKSET 1 THRESHOLD 1 WEATHER SEAL 1 DOOR SWEEP 1 PEEPHOLE 1 WALL STOP HARDWARE SET 6.01 1 JOHNSON HEAVY DUTY BIPASS DOOR HARDWARE 1 FLOOR GLIDE 2 FLUSH CUP PULLS 1 3/4" FIBERGLASS FOAM CORE, FULL LIGHT SAFETY GLASS NON-RATED HARDWARE SET 3.01 3 HINGE 1 KEYED ENTRY LOCKSET 1 THRESHOLD 1 WEATHER SEAL 1 SWEEP HARDWARE SET 2.03 3 HINGE 1 DUMBY LEAVER 3 SILENCERS 1 ROLLER BALL LATCH68"FIBERGLASS SHOWER STALL SHOWER HEAD CURTAIN ROD RUBBER BASE 24"40"25 3/4"36" MIN AVAILABLE AREA FOR CASEWORK 89" 18" MAX 17" MIN 17"-19"32"SINK RUBBER BASE ℄AVAILABLE AREA FOR CASEWORK 23 1/2"12"24 1/2"9"27 1/2"36"106 1/2" SINK RANGE BASE 48 3/4"℄ AVAILABLE AREA FOR CASEWORK 12"18"48 1/2"24" 56"36"138"36"18"30"REFRIG DISH WASHER SINK AVAILABLE AREA FOR CASEWORK AVAILABLE AREA FOR CASEWORK BASE 82"℄℄ BASE SHOWER HEAD CURTAIN ROD FIBERGLASS SURROUND TUB/SHOWER RUBBER BASE 36"34 1/4"36" MIN 18" MAX 17" MIN 17"-19"AVAILABLE AREA FOR CASEWORK32"RUBBER BASE SINK ℄ CURTAIN ROD FIBERGLASS SHOWER STALL 17"-19"1 2 3 4 B C A 8' - 11 1/8" TV TVTV TV TV SD SD SD SD 7' - 0"6' - 0"2' - 0"5' - 0"6' - 0"4' - 0"3' - 0"FIN.FL. A C A SHALL BE VINYL SLIDER, WITH INSULATED GLASS PANELS, AND SCREEN ( U = .40 MAX ) C WINDOW SCHEDULE 4' - 0"3' - 0"3' - 0"7' - 0"D G 7' - 0"CURTAIN ROD 17"-19"FIBERGLASS TUB/SHOWER SURROUND AVAILABLE AREA FOR CASEWORK STACKING WASHER/DRYER (360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:48:20 AMA3.615025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMENLARGED UNIT PLAN -UNIT C -3 BEDROOM 1/4" = 1'-0"A UNIT C -3 BEDROOM -FLOOR PLAN UNIT C - DOOR SCHEDULE No.TYPE DOOR MAT'L DOOR FINISH WIDTH HEIGHT THICKNESS FRAME TYPE FRAME FINISH UL RTG HARDWARE REMARKS C1 A WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 20 MIN 1.0 C2 A1 WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 2.02 C3 A1 WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 2.03 C4 A1 WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 2.02 C5 B WD PAINT 5' - 0"6' - 8"1 3/8"PAINT 6.01 BI-PASS DOOR C6 A1 WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 2.02 C7 A1 WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 2.02 C8 B WD PAINT 5' - 0"6' - 8"1 3/8"PAINT 6.01 BI-PASS DOOR C9 A1 WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 2.02 C10 B WD PAINT 5' - 0"6' - 8"1 3/8"PAINT 6.01 BI-PASS DOOR C11 C WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 3.01 C12 A WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 1.0 C13 B WD PAINT 4' - 0"6' - 8"1 3/8"PAINT 6.01 BI-PASS DOOR 1/4" = 1'-0"1 BATH 1 1/4" = 1'-0"3 BATH 2 1/4" = 1'-0"4 KITCHEN 1/4" = 1'-0"5 KITCHEN 1/4" = 1'-0"6 KITCHEN 1/4" = 1'-0"8 BATH 2 1/4" = 1'-0"9 BATH 2 REVISIONS #ISSUED DATE 1 Revision 1 Date 1 1/4" = 1'-0"2 BATH 1/4" = 1'-0"B UNIT C -3 BEDROOM -RCP ALUM ALUMINUM ANOD ANODIZED COMP COMPOSITE FF FACTORY FINISH HM HOLLOW METAL HW HARDWARE GROUP MHO MAGNETIC HOLD OPEN PH PANIC HARDWARE PT PAINT SM SHEET METAL (REDIFRAME OR SIM.) S/V STAIN & VARNISH WD WOOD DOOR SCHEDULE ABBREVIATIONS 1/4" = 1'-0"10 BATH 1/4" = 1'-0"7 KITCHEN 0'2'4'8'12'0'2'4'8'12' 1/4" = 1'-0"11 UTILITY - - WINDOW TYPE & RELITE TYPE SEE DETAIL SHEETDETAIL NUMBER INTERIOR ROOM ELEVATIONS SEE BELOW WINDOW TYPES BELOW - X WALL TYPES -SEE SHEET A0.3 SCHEDULE BELOW SCHEDULE BELOW FIRE EXTINGUISHER AND CABINET SEE DETAIL A/A0.3 STUD WALL -SEE PARTITION FE DOOR NUMBER SEE ROOM NUMBER SEE TV OUTLET -SEE ELECTRICAL NOTE: UNITS WITH A "-R" BEHIND THE UNIT LETTER IS A REVERSE UNIT LAYOUT ARCHITECTURAL SYMBOLS X - - TV TYPES ON A0.3 DOOR CLEARANCE BOX STUD WALL W/ STONE VENEER OPERABLE WINDOW DIRECTION SURFACE OR PENDANT MOUNTED DECORATIVE LUMINAIRE RECESSED DOWNLIGHT SURFACE MOUNT SCONCE LIGHT WALL MOUNTED LINEAR LUMINAIRE PENDANT LIGHT FIXTURE CEILING ELEVATION9' -0" SMOKE / CARBON MONOXIDE DETECTOR (CENTER IN TILE) U.N.O.SD REFLECTED CEILING PLAN LEGEND DUPLEX RECEPTACLE (110V) 220V RECEPTACLE DUPLEX RECEPTACLE (GFCI) LINE VOLTAGE SWITCH EXHAUST RANGE EXHAUST ALL LABELED DOORS SHALL BE GOVERNED BY U.L. REQUIREMENTS AND SHALL BEAR PHYSICAL U.L. LABEL OF FIRE RATING SPECIFIED. VERIFY ALL PARTITION THICKNESS PRIOR TO DETERMINING FRAME THROAT SIZE. ALL DOOR FRAME DEPTH SIZE DIMENSIONS SHALL BE 1/8" GREATER ON EACH SIDE OF PARTITION WHERE SNAP-ON CASING IS SCHEDULED. DOUBLE DOORS SHALL HAVE METAL ASTRAGAL. VERIFY PLYWOOD SHEAR WALL LOCATIONS WITH STRUCTURAL PLANS FOR ADDED FRAME DEPTH PER SECTION 1010.1.9 HARDWARE DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5LBS MAXIMUM. PER SECTION 1010.1.10.1 PANIC AND FIRE EXIT HARDWARE WHERE PANIC AND FIRE HARDWARE IS INSTALLED, IT SHALL COMPLY WITH THE FOLLOWING: 1.PANIC HARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 305. 2.FIRE EXIT HARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 10C & UL 305. 3.THE ACTUATING PORTION OF THE RELEASING DEVICE SHALL EXTEND AT LEAST ONE-HALF OF THE DOOR LEAF WIDTH. 4.THE MAXIMUM UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS. PER SECTION 1010.1.3 DOOR OPENING FORCE. THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 POUNDS. FOR OTHER SWINGING DOORS, AS WELL AS SLIDING AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 POUND FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30 POUND FORCE. THE DOOR SHALL SWING TO A FULL OPEN POSITION WHEN SUBJECTED TO A 15 POUND FORCE. PROVIDE ELECTRICAL ROOM DOOR SIGNAGE PER 2012 IFC, SECTIONS 506 & 510 ALL DOOR HARDWARE AND OPERABLE PARTS SHALL MEET EGRESS REQUIREMENTS AND SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND. OPERABLE PARTS OF HARDWARE SHALL BE 34IN. MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. DOOR NOTES WINDOW UNITS ROUGH OPENING TO BE REVISED AS REQUIRED BY MANUFACTURE SELECTED. ALL WINDOW UNITS TO BE COMPLETE WITH ALL SCREENS AND SCREEN HARDWARE. ALL EXTERIOR WINDOW UNITS TO BE GLAZES WITH INSULATING GLASS AND LOW E ALL BEDROOM WINDOWS SILL HEIGHT SHALL BE NOT MORE THAN 44" MAX OFF FINISHED FLOOR. A MIN. NET CLEAR OPENING HEIGHT DIMENSION OF 24" AND A MIN. WIDTH DIMENSION OF 20". MIN. NET CLEAR OPENING FOR GRADE SHALL BE 5 S.F. CAULK AND SEAL BETWEEN EXTERIOR WINDOWS AND DOOR FRAMES AND ADJOINING MATERIALS. (TYPICAL) ALL WINDOW UNITS WITHIN 2'-0" OF A DOOR ARE TO HAVE TEMPERED GLASS. TOP OF EXTERIOR WINDOWS TO LINE UP WITH TOP OF EXTERIOR 7'-0" DOORS. "CAULKING AROUND ALL WINDOWS TO BE BY SIDING CONTRACTOR AND TO BE A HIGHLY RATED EXTERIOR CALUKING FOR THE REGION IN WHICH PROJECT IS LOCATED AND BE APPROVED BY PROJECT SUPERINTENDENT PRIOR TO INSTALLATION". WINDOW NOTES 14. 11. 10. 13. 3. 2. 4. 1. 5. 6. 8. 9. ELEMENTS FROM MOISTURE. SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL DISPENSERS AND SOAP DISHES, PROVIDED ON OR WITHIN WALL ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER GENERAL NOTES NOTED OTHERWISE. ALL OPENINGS WITHOUT DOORS SHALL BE CASED WITH GWB UNLESS VERIFY SHEAR WALL LOCATIONS WITH STRUCTURAL PLANS VERIFY WALL TYPES BETWEEN UNITS WITH FLOOR PLANS AND FIELD VERIFY ALL CABINET OPENING BEFORE FABRICATING UNITS VERIFY DECK AND PATIO LOCATION WITH FLOOR PLANS DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE VERIFY WINDOW LOCATIONS WITH FLOOR PLANS VERIFY LOCATION & ORIENTATION OF UNITS WITH FLOOR PLANS WATER CLOSET OPERATING HANDLE TO BE ON WIDE SIDE OF TOILET AREA. WHERE TOWEL BARS, SANITARY NAPKINS, WASTE RECEPTACLES, PAPER & SOAP DISPENSERS, OTHER EQUIPMENT AND CONTROLS ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM THE FINISHED FLOOR. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF REFLECTING SURFACE NO HIGHER THAN 40" FROM THE FINISHED FLOOR. FROM BACK WALL. LAV CABINET, COUNTER SHALL NOT EXTEND MORE THAN 24" WHEN 36" IN WIDTH IS PROVIDED AT WATER CLOSET SIDEWALL AND FIRST FLOOR CEILING HT. = 8'-11 1/8" U.N.O. SECOND FLOOR CEILING HT. = 8'-11 1/8" U.N.O. THIRD FLOOR CEILING HT. = 8'-11 1/8" U.N.O. 15. 12. LOCATIONS OF 1-HOUR PARTY WALLS VERIFY SHOWER ROUGH OPENING SIZE WITH MANUF. & MODEL SELECTED.16. REFRIG WH 2 3 4 C BONUS ROOM 21' - 7 1/4"3' - 4 3/4"1' - 6"9' - 9 1/2"5' - 5 1/4"5' - 9 1/2"5' - 2 3/4"5' - 2 3/4"5' - 4 1/4"15' - 2 3/4"6' - 6"3' - 4 3/4"4' - 9 7/8"3' - 6 3/4" 3' - 1 1/4" 3' - 1 1/4"3' - 0 7/8"G G G DN A 1 2 3 4 B C 2' - 0 1/4"12' - 0"14' - 0"11' - 0"35' - 0"4' - 9 1/4"16' - 0 1/2"14' - 2 1/4"35' - 0"A3.7 2 1 A3.7 5 4 3 A3.7 6 7 A A G A A G 7 2 44 4 5 6 5 5 5 5 6 55 5 22 2 6 555 5 6 2 222 2 5' - 0"5' - 2 1/4"4' - 0"3' - 11 1/4"10' - 1"3' - 5"9' - 2 3/4"5' - 4 3/4"1' - 0 1/2"7' - 6" 40' - 7 1/4" 7' - 4 5/8"6' - 7 3/8"4' - 2 3/4"3' - 4 1/2" 1' - 7" 14' - 0 1/4"13' - 7 1/2"11' - 4 1/2"5' - 7 3/4"14' - 1 1/2"5' - 4"9' - 6 1/8"6' - 5 1/4"7' - 6" 3' - 10"7' - 1"2' - 5 3/4"39' - 0 1/4"37' - 1"2' - 1"2' - 6"2' - 3 1/4"8' - 0 1/2"8' - 0"7' - 7 1/4"3' - 4 3/4"2' - 4 7/8"6' - 4 3/4"5' - 5"15' - 7 1/2"4' - 9 1/4"3' - 11 1/4"4' - 2 3/4"2' - 8 1/2"3' - 7 1/4"5' - 9 5/8"3' - 0"5' - 5"9' - 6 1/8"D1 D3D4D5D8 D9 D10 D11 D12 D6STAIR ENTRY BATH 2 KITCHEN BATH 1 UTILITYCLOSET 1 LIVING BEDROOM 1 DECK STORAGE BEDROOM 2 CLOSET 2 CLOSET 3 A PANTRY 6' - 9 3/4"7' - 2 1/2" D2 D7 UP 4 1/2" DOOR TYPES 1 3/8" HOLLOW CORE COMPOSITE SINGLE FLUSH TYPE A1 HARDWARE SET 2.02 3 HINGE 1 PRIVACY LOCKSET 3 SILENCERS 1 3/4" SOLID CORE COMPOSITE SINGLE FLUSH TYPE A TYPE B 1 3/4" SOLID CORE COMPOSITE DOUBLE FLUSH TYPE C HARDWARE SET 1.0 3 HINGE 1 KEYED ENTRY LOCKSET 1 THRESHOLD 1 WEATHER SEAL 1 PEEPHOLES 1 DOOR SWEEP 1 WALL STOP HARDWARE SET 6.01 1 JOHNSON HEAVY DUTY BIPASS DOOR HARDWARE 1 FLOOR GLIDE 2 FLUSH CUP PULLS 1 3/4" FIBERGLASS FOAM CORE, FULL LIGHT SAFETY GLASS NON-RATED HARDWARE SET 3.01 3 HINGE 1 KEYED ENTRY LOCKSET 1 DOOR STOP 1 THRESHOLD 1 WEATHER SEAL 1 SWEEP HARDWARE SET 2.03 3 HINGE 1 DUMBY LEAVER 3 SILENCERS 1 ROLLER BALL LATCH TYPE E 1 3/8" HOLLOW CORE PAIR COMPOSITE HARDWARE SET 5.01 6 HINGE 2 DUMBY LEAVER 2 SILENCERS 2 ROLLER BALL LATCH SHOWER HEAD CURTAIN ROD FIBERGLASS SHOWER STALL RUBBER BASE 32"18" MAX 17" MIN17"-19"AVAILABLE AREA FOR CASEWORK 72 1/2" 36"SINK RUBBER BASE 53" 24"76"36"SINK 14"30"18"36"AVAILABLE AREA FOR CASEWORK AVAILABLE AREA FOR CASEWORK 27 1/2"59"24"36"AVAILABLE AREA FOR CASEWORK SINK 32"40 3/4" 19"36" MIN 18" MAX 17" MIN CURTAIN ROD FIBERGLASS SURROUND & TUB SHOWER HEAD TUB SINK AVAILABLE AREA FOR CASEWORK RUBBER BASE CURTAIN ROD FIBERGLASS SURROUND FIBERGLASS SURROUND & TUB SHOWER HEAD 17"-19"24"20 1/2"36"5 1/2"24" AVAILABLE AREA FOR CASEWORK AVAILABLE AREA FOR CASEWORK AVAILABLE AREA FOR CASEWORK 72"18"18"RANGE REFRIGERATOR 7' - 0"6' - 0"2' - 0"5' - 0"6' - 0"4' - 0"3' - 0"FIN.FL. A C A SHALL BE VINYL FIXED, WITH INSULATED GLASS PANELS, ( U = .40 MAX ) SHALL BE VINYL SLIDER, WITH INSULATED GLASS PANELS, AND SCREEN ( U = .40 MAX ) C WINDOW SCHEDULE 4' - 0"3' - 0"3' - 0"7' - 0"D G 6' - 0"2' - 0"2' - 0"8' - 0"G D 7' - 0"1 2 3 4 B C A TV TVTV SD SD SD 2 3 4 C TV SD (360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:48:23 AMA3.715025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMENLARGED UNIT PLAN -UNIT D -2 BEDROOM PLUS 1/4" = 1'-0"A1 UNIT -F.F.L 3 -2 BEDROOM PLUS 1/4" = 1'-0"A UNIT D -2 BEDROOM PLUS -FLOOR PLAN UNIT D - DOOR SCHEDULE wt TYPE DOOR MAT'L DOOR FINISH WIDTH HEIGHT THICKNESS FRAME TYPE FRAME FINISH UL RTG HARDWARE REMARKS D1 A WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 20 MIN 1.0 D2 A1 WD PAINT 2' - 6"6' - 8"1 3/8"PAINT 2.03 D3 A1 WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 20 MIN 2.02 D4 A1 WD PAINT 2' - 4"6' - 8"1 3/8"PAINT 2.03 D5 A1 WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 20 MIN 2.02 D6 B WD PAINT 5' - 0"6' - 8"1 3/4"PAINT 6.01 BI - PASS D7 E WD PAINT PR-2' - 0"6' - 8"1 3/8"PAINT 1.0 D8 A1 WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 20 MIN 2.02 D9 A1 WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 20 MIN 2.02 D10 B WD PAINT 5' - 0"6' - 8"1 3/8"PAINT 6.01 BI-PASS DOOR D11 C WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 2.01 D12 A WD PAINT 3' - 0"6' - 8"1 3/4"PAINT 20 MIN 1.0 1/4" = 1'-0"1 BATH 1 1/4" = 1'-0"2 BATH 1 1/4" = 1'-0"3 KITCHEN 1/4" = 1'-0"4 KITCHEN 1/4" = 1'-0"6 BATH 2 1/4" = 1'-0"7 BATH 2 1/4" = 1'-0"5 KITCHEN REVISIONS #ISSUED DATE 1/4" = 1'-0"B UNIT B -2 BEDROOM -RCP 1/4" = 1'-0"B1 UNIT D -2 BEDROOM PLUS -RCP ALUM ALUMINUM ANOD ANODIZED COMP COMPOSITE FF FACTORY FINISH HM HOLLOW METAL HW HARDWARE GROUP MHO MAGNETIC HOLD OPEN PH PANIC HARDWARE PT PAINT SM SHEET METAL (REDIFRAME OR SIM.) S/V STAIN & VARNISH WD WOOD DOOR SCHEDULE ABBREVIATIONS SURFACE OR PENDANT MOUNTED DECORATIVE LUMINAIRE RECESSED DOWNLIGHT SURFACE MOUNT SCONCE LIGHT WALL MOUNTED LINEAR LUMINAIRE PENDANT LIGHT FIXTURE CEILING ELEVATION9' -0" SMOKE / CARBON MONOXIDE DETECTOR (CENTER IN TILE) U.N.O.SD REFLECTED CEILING PLAN LEGEND DUPLEX RECEPTACLE (110V) 220V RECEPTACLE DUPLEX RECEPTACLE (GFCI) LINE VOLTAGE SWITCH EXHAUST RANGE EXHAUST WINDOW UNITS ROUGH OPENING TO BE REVISED AS REQUIRED BY MANUFACTURE SELECTED. ALL WINDOW UNITS TO BE COMPLETE WITH ALL SCREENS AND SCREEN HARDWARE. ALL EXTERIOR WINDOW UNITS TO BE GLAZES WITH INSULATING GLASS AND LOW E ALL BEDROOM WINDOWS SILL HEIGHT SHALL BE NOT MORE THAN 44" MAX OFF FINISHED FLOOR. A MIN. NET CLEAR OPENING HEIGHT DIMENSION OF 24" AND A MIN. WIDTH DIMENSION OF 20". MIN. NET CLEAR OPENING FOR GRADE SHALL BE 5 S.F. CAULK AND SEAL BETWEEN EXTERIOR WINDOWS AND DOOR FRAMES AND ADJOINING MATERIALS. (TYPICAL) ALL WINDOW UNITS WITHIN 2'-0" OF A DOOR ARE TO HAVE TEMPERED GLASS. TOP OF EXTERIOR WINDOWS TO LINE UP WITH TOP OF EXTERIOR 7'-0" DOORS. "CAULKING AROUND ALL WINDOWS TO BE BY SIDING CONTRACTOR AND TO BE A HIGHLY RATED EXTERIOR CALUKING FOR THE REGION IN WHICH PROJECT IS LOCATED AND BE APPROVED BY PROJECT SUPERINTENDENT PRIOR TO INSTALLATION". WINDOW NOTES ALL LABELED DOORS SHALL BE GOVERNED BY U.L. REQUIREMENTS AND SHALL BEAR PHYSICAL U.L. LABEL OF FIRE RATING SPECIFIED. VERIFY ALL PARTITION THICKNESS PRIOR TO DETERMINING FRAME THROAT SIZE. ALL DOOR FRAME DEPTH SIZE DIMENSIONS SHALL BE 1/8" GREATER ON EACH SIDE OF PARTITION WHERE SNAP-ON CASING IS SCHEDULED. DOUBLE DOORS SHALL HAVE METAL ASTRAGAL. VERIFY PLYWOOD SHEAR WALL LOCATIONS WITH STRUCTURAL PLANS FOR ADDED FRAME DEPTH PER SECTION 1010.1.9 HARDWARE DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5LBS MAXIMUM. PER SECTION 1010.1.10.1 PANIC AND FIRE EXIT HARDWARE WHERE PANIC AND FIRE HARDWARE IS INSTALLED, IT SHALL COMPLY WITH THE FOLLOWING: 1.PANIC HARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 305. 2.FIRE EXIT HARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 10C & UL 305. 3.THE ACTUATING PORTION OF THE RELEASING DEVICE SHALL EXTEND AT LEAST ONE-HALF OF THE DOOR LEAF WIDTH. 4.THE MAXIMUM UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS. PER SECTION 1010.1.3 DOOR OPENING FORCE. THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 POUNDS. FOR OTHER SWINGING DOORS, AS WELL AS SLIDING AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 POUND FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30 POUND FORCE. THE DOOR SHALL SWING TO A FULL OPEN POSITION WHEN SUBJECTED TO A 15 POUND FORCE. PROVIDE ELECTRICAL ROOM DOOR SIGNAGE PER 2012 IFC, SECTIONS 506 & 510 ALL DOOR HARDWARE AND OPERABLE PARTS SHALL MEET EGRESS REQUIREMENTS AND SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND. OPERABLE PARTS OF HARDWARE SHALL BE 34IN. MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. DOOR NOTES 14. 11. 10. 13. 3. 2. 4. 1. 5. 6. 8. 9. ELEMENTS FROM MOISTURE. SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL DISPENSERS AND SOAP DISHES, PROVIDED ON OR WITHIN WALL ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER GENERAL NOTES NOTED OTHERWISE. ALL OPENINGS WITHOUT DOORS SHALL BE CASED WITH GWB UNLESS VERIFY SHEAR WALL LOCATIONS WITH STRUCTURAL PLANS VERIFY WALL TYPES BETWEEN UNITS WITH FLOOR PLANS AND FIELD VERIFY ALL CABINET OPENING BEFORE FABRICATING UNITS VERIFY DECK AND PATIO LOCATION WITH FLOOR PLANS DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE VERIFY WINDOW LOCATIONS WITH FLOOR PLANS VERIFY LOCATION & ORIENTATION OF UNITS WITH FLOOR PLANS WATER CLOSET OPERATING HANDLE TO BE ON WIDE SIDE OF TOILET AREA. WHERE TOWEL BARS, SANITARY NAPKINS, WASTE RECEPTACLES, PAPER & SOAP DISPENSERS, OTHER EQUIPMENT AND CONTROLS ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM THE FINISHED FLOOR. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF REFLECTING SURFACE NO HIGHER THAN 40" FROM THE FINISHED FLOOR. FROM BACK WALL. LAV CABINET, COUNTER SHALL NOT EXTEND MORE THAN 24" WHEN 36" IN WIDTH IS PROVIDED AT WATER CLOSET SIDEWALL AND FIRST FLOOR CEILING HT. = 8'-11 1/8" U.N.O. SECOND FLOOR CEILING HT. = 8'-11 1/8" U.N.O. THIRD FLOOR CEILING HT. = 8'-11 1/8" U.N.O. 15. 12. LOCATIONS OF 1-HOUR PARTY WALLS VERIFY SHOWER ROUGH OPENING SIZE WITH MANUF. & MODEL SELECTED.16. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 B C D4" / 12"4" / 12"4" / 12"3" / 12"4" / 12"3" / 12"3" / 12"3" / 12"6" / 12"6" / 12"3" / 12"3" / 12"3" / 12"3" / 12"A E3" / 12"4" / 12"4" / 12"4" / 12"3" / 12"3" / 12"3" / 12"4" / 12"4" / 12"4" / 12"6" / 12"6" / 12" 6" / 12"6" / 12"6" / 12"6" / 12"VALLEYVALLEYVALLEYVALLEYRIDGE RIDGERIDGE 1' - 0"12' - 0"1' - 0"19' - 7 1/4" 1' - 0" 16' - 1 3/4"7' - 8 1/2"14' - 0 1/2"11' - 0"14' - 2"23' - 9"1' - 0"19' - 7 1/4"1' - 0"12' - 0"1' - 0"2' - 0"6' - 9 1/4"16' - 0 1/2"2' - 0"8' - 0 1/2"2' - 0"4' - 3 3/4"2' - 0"8' - 0 1/2"2' - 0"16' - 0 1/2"2' - 0"4' - 9 1/4"2' - 0"DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS 3" / 12"3" / 12"3" / 12"3" / 12" 3" / 12"3" / 12"3" / 12"3" / 12"3" / 12" 3" / 12"3" / 12"3" / 12"2' - 0"2' - 0"2' - 0"1' - 0"2' - 0"2' - 0"1' - 0" 1' - 0" 2' - 0" 1' - 0"2' - 0"1' - 0"2' - 0"2' - 0"1' - 0"2' - 0"1' - 0" 1' - 0"2' - 0"1' - 0"1' - 0"1' - 0"2' - 0"1' - 0"1' - 0"EQ EQ EQ EQ 1' - 0" 1' - 0"2' - 0"2' - 0"1 1 1 1 1 1 1 1 1 1 1 1 1 1 ATTIC ACCESS LOCATED IN WALL FOR ROOF AREA 4 ATTIC ACCESS LOCATED IN WALL FOR ROOF AREA 4 ATTIC ACCESS LOCATED IN WALL FOR ROOF AREA 3 ATTIC ACCESS LOCATED IN WALL FOR ROOF AREA 3 2 2 2 2 7 7 77 5 5 5 5 5 5 5 RIDGE RIDGE 3 3 3 3 3 3 4 4 4 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 39' - 1" 6" / 12"6" / 12"6" / 12"6" / 12" 6" / 12"6" / 12"6" / 12"6" / 12" ATTIC VENTALATION CALC. LEGEND AREA 1 AREA 2 AREA 3 AREA 4 AREA 5 AREA 6 AREA 7 = 2695 SQ. FT. = 2459 SQ. FT. = 1585 SQ. FT. = 1585 SQ. FT. = 917 SQ. FT. = 658 SQ. FT. = 658 SQ. FT. (360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:48:24 AMA5.115025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMROOF PLAN 3/16" = 1'-0" ROOF PLAN REVISIONS #ISSUED DATE RANGE HOOD-SEE KITCHEN PLAN A MIN. OF 8,290 SQ. IN. OF VENTING LOCATED 3' MIN ABOVE EAVE VENTS CONTINUOUS METAL GUTTER 1 HOUR WALL FROM FLOOR SLAB TO ROOF SHEATHING-SEE DETAIL 10/A8.4 1-HR RATED 22"x30" MIN ATTIC ACCESS SHEETS 4"⌀DRYER VENT ROOF CAP -SEE MECH. BATHROOM / LAUNDRY ROOM EXHAUST VENT ROOF CAP LEGEND 1 4 5 6 7 2 3 CONTINUOUS RIDGE VENT INSTALLED PER MANUFACTURER'S RECOMMENDATIONS (AIR VENT INC.-SHINGLEVENT-9) PROVIDE A VAPOR BARRIER NOT EXCEEDING (1) PERM. INSTALL ON WARMSIDE OF ATTIC INSULATION. PROVIDE 1/8" MESH SCREEN @ ATTIC VENTS ATTIC VENTILATION: TOTAL ATTIC AREA = 2,695 SQ. CALCULATION FREE ATTIC VENTILATION REQ'D 2,695 S.F./ 300 = 8.98 S.F. FREE ATTIC VENTILATION REQ'D 8.98 S.F.(144) = 1,293.12 SQ. IN. NOTE -646.56 SQ. INCHES (50%) SHALL BE LOCATED MIN. 3' FEET ABOVE EAVES. ROOF 50 SQ. IN. PER ROOF JACK NUMBER OF ROOF = 650 SQ. 1 x 50 SQ. ATTIC VENTILATION: TOTAL ATTIC AREA = 2,459 SQ. CALCULATION FREE ATTIC VENTILATION REQ'D 2,459 S.F./ 300 = 8.49 S.F. FREE ATTIC VENTILATION REQ'D 8.49 S.F.(144) = 1,222.56 SQ. IN. NOTE -611.28 SQ. INCHES (50%) SHALL BE LOCATED MIN. 3' FEET ABOVE EAVES. ATTIC VENTILATION: TOTAL ATTIC AREA = 1,585 SQ. CALCULATION FREE ATTIC VENTILATION REQ'D 1,585 S.F./ 300 = 5.28 S.F. FREE ATTIC VENTILATION REQ'D 5.28 S.F.(144) = 760.32 SQ. IN. NOTE -380.16 SQ. INCHES (50%) SHALL BE LOCATED MIN. 3' FEET ABOVE EAVES. ATTIC VENTILATION: TOTAL ATTIC AREA = 917 SQ. CALCULATION FREE ATTIC VENTILATION REQ'D 917 S.F./ 300 = 3.05 S.F. FREE ATTIC VENTILATION REQ'D 3.05 S.F.(144) = 439.20 SQ. IN. NOTE -219.6 SQ. INCHES (50%) SHALL BE LOCATED MIN. 3' FEET ABOVE EAVES. ATTIC VENTILATION: TOTAL ATTIC AREA = 658 SQ. CALCULATION FREE ATTIC VENTILATION 658 S.F./ 300 = 2.19 S.F. FREE ATTIC VENTILATION REQ'D 2.19 S.F.(144) = 315.36 SQ. IN. NOTE -157.68 SQ. INCHES (50%) SHALL BE LOCATED MIN. 3' FEET ABOVE EAVES. AREA 1 AREA 2 AREA 3 AREA 4 AREA 5 AREA 6 AREA 7 ATTIC VENTILATION: TOTAL ATTIC AREA = 658 SQ. FT. CALCULATION FREE ATTIC VENTILATION 658 S.F./ 300 = 2.19 S.F. FREE ATTIC VENTILATION REQ'D 2.19 S.F.(144) = 315.36 SQ. IN. NOTE -157.68 SQ. INCHES (50%) SHALL BE LOCATED MIN. 3' FEET ABOVE EAVES. LOW PROFILE SHINGLE OVER = 648 SQ. LINEAR FT. OF LOW PROFILE TOTAL SQ. IN. 7 x 9 SQ. LOW PROFILE VENT @ 9 SQ. IN. PER FOOT LOW PROFILE SHINGLE OVER ROOF 648 SQ. 650 SQ. + = 1,298 SQ. TOTAL VENTING ROOF 50 SQ. IN. PER ROOF JACK NUMBER OF ROOF = 650 SQ. 1 x 50 SQ. LOW PROFILE SHINGLE OVER = 612 SQ. LINEAR FT. OF LOW PROFILE TOTAL SQ. IN. 6 x 9 SQ. LOW PROFILE VENT @ 9 SQ. IN. PER FOOT LOW PROFILE SHINGLE OVER ROOF 612 SQ. 650 SQ. + = 1,262 SQ. TOTAL VENTING ROOF 50 SQ. IN. PER ROOF JACK NUMBER OF ROOF = 400 SQ. 8 x 50 SQ. LOW PROFILE SHINGLE OVER = 387 SQ. LINEAR FT. OF LOW PROFILE TOTAL SQ. IN. 4 x 9 SQ. LOW PROFILE VENT @ 9 SQ. IN. PER FOOT LOW PROFILE SHINGLE OVER ROOF 387 SQ. 400 SQ. + = 787 SQ. TOTAL VENTING ATTIC VENTILATION: TOTAL ATTIC AREA = 1,585 SQ. CALCULATION FREE ATTIC VENTILATION REQ'D 1,585 S.F./ 300 = 5.28 S.F. FREE ATTIC VENTILATION REQ'D 5.28 S.F.(144) = 760.32 SQ. IN. NOTE -380.16 SQ. INCHES (50%) SHALL BE LOCATED MIN. 3' FEET ABOVE EAVES. ROOF 50 SQ. IN. PER ROOF JACK NUMBER OF ROOF = 400 SQ. 8 x 50 SQ. LOW PROFILE SHINGLE OVER = 387 SQ. LINEAR FT. OF LOW PROFILE TOTAL SQ. IN. 4 x 9 SQ. LOW PROFILE VENT @ 9 SQ. IN. PER FOOT LOW PROFILE SHINGLE OVER ROOF 387 SQ. 400 SQ. + = 787 SQ. TOTAL VENTING ROOF 50 SQ. IN. PER ROOF JACK NUMBER OF ROOF = 250 SQ. 5 x 50 SQ. LOW PROFILE SHINGLE OVER = 225 SQ. LINEAR FT. OF LOW PROFILE TOTAL SQ. IN. 2 x 9 SQ. LOW PROFILE VENT @ 9 SQ. IN. PER FOOT LOW PROFILE SHINGLE OVER ROOF 225 SQ. 250 SQ. + = 475 SQ. TOTAL VENTING ROOF 50 SQ. IN. PER ROOF JACK NUMBER OF ROOF = 200 SQ. 4 x 50 SQ. LOW PROFILE SHINGLE OVER = 162 SQ. LINEAR FT. OF LOW PROFILE TOTAL SQ. IN. 1 x 9 SQ. LOW PROFILE VENT @ 9 SQ. IN. PER FOOT LOW PROFILE SHINGLE OVER ROOF 162 SQ. 200 SQ. + = 362 SQ. TOTAL VENTING ROOF 50 SQ. IN. PER ROOF JACK NUMBER OF ROOF = 200 SQ. 4 x 50 SQ. LOW PROFILE SHINGLE OVER = 162 SQ. LINEAR FT. OF LOW PROFILE TOTAL SQ. IN. 1 x 9 SQ. LOW PROFILE VENT @ 9 SQ. IN. PER FOOT LOW PROFILE SHINGLE OVER ROOF 162 SQ. 200 SQ. + = 362 SQ. TOTAL VENTING EXTERIOR FINISH SCHEDULE 1 2 3 TAG ITEM MFR.COLOR/MATERIAL 4 GREY BEIGE BROWN CLASS 'A' ARCHITECTURAL ROOFING OVER TITANIUM UDL50 VAPOR BARRIER OVER 1/2" EXT. PLYW'D SHTG. 8" HARDIE LAP OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE "X" GWB OVER 1/2" PLYWOOD PER STRUCT. HARDIE BOARD & BATTEN SIDING OVER RAIN SCREEN OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE "X" GWB OVER 1/2" PLYWOOD PER STRUCT. STONE VENEER OVER DUROCK OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE "X" GYP SHEATHING OVER WOOD SHEATHING PER STRUCT. 5 METAL GUTTER ON 5/4 x 7.25 HARDIE FASCIA BOARD 6 5/4 x 3.5 HARDIE TRIM OVER 5/4 x 11.25 HARDIE BARGE BOARD 7 VINYL INSUL. WINDOW ROUGH OPENING TO BE WRAPPED 4 SIDES SEE DETAILS ON A0.1 FIRST FLOOR 0" SECOND FLOOR 10' -7" THIRD FLOOR 21' -2" BCD ROOF PLAN 43' -1 3/8" 6 A7.1 AE PL. HGT. 30' -2 1/4" 4 " / 1 2 " 4 " / 1 2 "3" / 12" 4" / 12" 1 A7.1 DS DS DSDS3" / 12"3 " / 1 2 "3 " / 1 2 " 3 " / 1 2 "3" / 12" 3" / 12"3 " / 1 2 " 4" / 12" FOUNDATION BELOW SEE STRUCTURAL 1 2 3 8" HARDIE LAP OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE "X" GWB OVER 1/2" PLYWOOD PER STRUCT. HARDIE BOARD & BATTEN SIDING OVER RAIN SCREEN OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE "X" GWB OVER 1/2" PLYWOOD PER STRUCT. CLASS 'A' ARCTECTURAL ROOFING OVER TITANIUM UDL50 VAPOR BARRIER OVER 1/2" EXT. PLYW'D SHTG. 4 STONE VENEER OVER DUROCK OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE "X" GYP SHEATHING OVER WOOD SHEATHING PER STRUCT. METAL GUTTER ON 5/4 x 7.25 HARDIE FASCIA BOARD5 5/4 x 3.5 HARDIE TRIM OVER 5/4 x 11.25 HARDIE BARGE BOARD6 7 VINYL INSUL. WINDOW ROUGH OPENING TO BE WRAPPED 4 SIDES. SEE DETAILS ON A0.1 FIRST FLOOR 0" SECOND FLOOR 10' -7" THIRD FLOOR 21' -2" B C D ROOF PLAN 43' -1 3/8" 6 A7.1 A E 9 !! PL. HGT. 30' -2 1/4" 4 " / 1 2 "4 " / 1 2 "4" / 12" 3" / 12" 3 " / 1 2 "3" / 12"3 " / 1 2 " 4" / 12" 1 A7.1 DS DS DS DS 3 " / 1 2 "3" / 12" 3" / 12" 3 " / 1 2 " FOUNDATION BELOW SEE STRUCTURAL CLASS 'A' ARCTECTURAL ROOFING OVER TITANIUM UDL50 VAPOR BARRIER OVER 1/2" EXT. PLYW'D SHTG. 4 1 2 3 8" HARDIE LAP OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE "X" GWB OVER 1/2" PLYWOOD PER STRUCT. HARDIE BOARD & BATTEN SIDING OVER RAIN SCREEN OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE "X" GWB OVER 1/2" PLYWOOD PER STRUCT. STONE VENEER OVER DUROCK OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE "X" GYP SHEATHING OVER WOOD SHEATHING PER STRUCT. METAL GUTTER ON 5/4 x 7.25 HARDIE FASCIA BOARD5 5/4 x 3.5 HARDIE TRIM OVER 5/4 x 11.25 HARDIE BARGE BOARD6 7 VINYL INSUL. WINDOW ROUGH OPENING TO BE WRAPPED 4 SIDES. SEE DETAILS ON A0.1 FIRST FLOOR 0" SECOND FLOOR 10' -7" THIRD FLOOR 21' -2" 1234567891011121314 ROOF PLAN 43' -1 3/8" 3 A7.1 2 A7.1 4 A7.1 8 !! PL. HGT. 30' -2 1/4" 6 " / 1 2 "DS DS DS DS DS DS DS DS 6" / 12"DS CLASS 'A' ARCTECTURAL ROOFING OVER TITANIUM UDL50 VAPOR BARRIER OVER 1/2" EXT. PLYW'D SHTG. 4 1 2 3 8" HARDIE LAP OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE "X" GWB OVER 1/2" PLYWOOD PER STRUCT. HARDIE BOARD & BATTEN SIDING OVER RAIN SCREEN OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE "X" GWB OVER 1/2" PLYWOOD PER STRUCT. STONE VENEER OVER DUROCK OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE "X" GYP SHEATHING OVER WOOD SHEATHING PER STRUCT. FOUNDATION BELOW SEE STRUCTURAL METAL GUTTER ON 5/4 x 7.25 HARDIE FASCIA BOARD5 7 VINYL INSUL. WINDOW ROUGH OPENING TO BE WRAPPED 4 SIDES. SEE DETAILS ON A0.1 2' - 0"2' - 0"6 " / 1 2 "6" / 12"6 " / 1 2 "6" / 12" FIRST FLOOR 0" SECOND FLOOR 10' -7" THIRD FLOOR 21' -2" 1 2 3 4 5 6 7 8 9 10 11 12 13 14ROOF PLAN 43' -1 3/8" 3 A7.1 2 A7.1 4 A7.1 8 !! PL. HGT. 30' -2 1/4" 6 " / 1 2 "DS DS DS 6" / 12" DS DS DS DS DS DS CLASS 'A' ARCTECTURAL ROOFING OVER TITANIUM UDL50 VAPOR BARRIER OVER 1/2" EXT. PLYW'D SHTG. 4 1 2 3 8" HARDIE LAP OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE "X" GWB OVER 1/2" PLYWOOD PER STRUCT. HARDIE BOARD & BATTEN SIDING OVER RAIN SCREEN OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE "X" GWB OVER 1/2" PLYWOOD PER STRUCT. STONE VENEER OVER DUROCK OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE "X" GYP SHEATHING OVER WOOD SHEATHING PER STRUCT. FOUNDATION BELOW SEE STRUCTURAL METAL GUTTER ON 5/4 x 7.25 HARDIE FASCIA BOARD 5 7VINYL INSUL. WINDOW ROUGH OPENING TO BE WRAPPED 4 SIDES. SEE DETAILS ON A0.1 6 " / 1 2 "6" / 12"6 " / 1 2 "6" / 12"2' - 0"2' - 0"(360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:48:28 AMA6.115025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMEXTERIOR ELEVATIONS REVISIONS #ISSUED DATE 1/8" = 1'-0"1 EAST ELEVATION 1/8" = 1'-0"2 WEST ELEVATION 3/32" = 1'-0"3 NORTH ELEVATION 3/32" = 1'-0"4 SOUTH ELEVATION FIRST FLOOR 0" SECOND FLOOR 10' -7" THIRD FLOOR 21' -2" B CD ROOF PLAN 43' -1 3/8" AE PL. HGT. 30' -2 1/4" TYP. ALL EXTERIOR WALLS 1-HOUR WALL PER GA FILE WP 8105 TYP. THROUGHOUT: TRUSSED ROOF/CEILING ASSEMBLY SHALL BE 1-HR. PER UL P554 ASSEMBLY I-HR. FLOOR/CEILING ASSEMBLY TYPICAL ALL TJI FLOORS PER ASSEMBLY 'B' I-HR. FLOOR/CEILING ASSEMBLY TYPICAL ALL TJI FLOORS PER ASSEMBLY 'B' A8.3 7 STAIR LANDING 15' -7 1/8" FIRST FLOOR 0" SECOND FLOOR 10' -7" THIRD FLOOR 21' -2" B D ROOF PLAN 43' -1 3/8"1' - 0 1/8"A E PL. HGT. 30' -2 1/4" A8.2 4 A8.2 5 8' - 11 1/8"TYP. THROUGHOUT: TRUSSED ROOF/CEILING ASSEMBLY SHALL BE 1-HR. PER UL P554 ASSEMBLY TYP. ALL EXTERIOR WALLS 1-HOUR WALL PER GA FILE WP 8105 TYP. ALL EXTERIOR WALLS 1-HOUR WALL PER GA FILE WP 8105 STAIR LANDING 15' -7 1/8" FIRST FLOOR 0" SECOND FLOOR 10' -7" THIRD FLOOR 21' -2" 123 4 ROOF PLAN 43' -1 3/8" PL. HGT. 30' -2 1/4" A8.3 8 TYP. ALL EXTERIOR WALLS 1-HOUR WALL PER GA FILE WP 8105 TYP. THROUGHOUT: TRUSSED ROOF/CEILING ASSEMBLY SHALL BE 1-HR. PER UL P554 ASSEMBLY I-HR. FLOOR/CEILING ASSEMBLY TYPICAL ALL TJI FLOORS PER ASSEMBLY 'B' TYP. THROUGHOUT: TRUSSED ROOF/CEILING ASSEMBLY SHALL BE 1-HR. PER UL P554 ASSEMBLY STAIR LANDING 15' -7 1/8" FIRST FLOOR 0" SECOND FLOOR 10' -7" THIRD FLOOR 21' -2" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ROOF PLAN 43' -1 3/8" PL. HGT. 30' -2 1/4" A8.1 1 A8.1 2 A8.1 3 TYP. ALL EXTERIOR WALLS 1-HOUR WALL PER GA FILE WP 8105 TYP. ALL EXTERIOR WALLS 1-HOUR WALL PER GA FILE WP 8105 TYP. THROUGHOUT: TRUSSED ROOF/CEILING ASSEMBLY SHALL BE 1-HR. PER UL P554 ASSEMBLY TYP. THROUGHOUT: TRUSSED ROOF/CEILING ASSEMBLY SHALL BE 1-HR. PER UL P554 ASSEMBLY I-HR. FLOOR/CEILING ASSEMBLY TYPICAL ALL TJI FLOORS PER ASSEMBLY 'B' I-HR. FLOOR/CEILING ASSEMBLY TYPICAL ALL TJI FLOORS PER ASSEMBLY 'B' I-HR. FLOOR/CEILING ASSEMBLY TYPICAL ALL TJI FLOORS PER ASSEMBLY 'B' TYP. THROUGHOUT: TRUSSED ROOF/CEILING ASSEMBLY SHALL BE 1-HR. PER UL P554 ASSEMBLY TYP. ALL EXTERIOR WALLS 1-HOUR WALL PER GA FILE WP 8105 FIRST FLOOR 0" SECOND FLOOR 10' -7" THIRD FLOOR 21' -2" B C D ROOF PLAN 43' -1 3/8" A E 10' - 7"10' - 7"PL. HGT. 30' -2 1/4" A8.2 6 TYP. THROUGHOUT: TRUSSED ROOF/CEILING ASSEMBLY SHALL BE 1-HR. PER UL P554 ASSEMBLY TYP. ALL EXTERIOR WALLS 1-HOUR WALL PER GA FILE WP 8105 STAIR LANDING 15' -7 1/8" FIRST FLOOR 0" SECOND FLOOR 10' -7" THIRD FLOOR 21' -2" BCD A PL. HGT. 30' -2 1/4" 1' - 11"8' - 11 1/8"8' - 11 1/8"TYP. ALL EXTERIOR WALLS 1-HOUR WALL PER GA FILE WP 8105 TYP. THROUGHOUT: TRUSSED ROOF/CEILING ASSEMBLY SHALL BE 1-HR. PER UL P554 ASSEMBLY I-HR. FLOOR/CEILING ASSEMBLY TYPICAL ALL TJI FLOORS PER ASSEMBLY 'B' I-HR. FLOOR/CEILING ASSEMBLY TYPICAL ALL TJI FLOORS PER ASSEMBLY 'B' A8.2 5 SIM STAIR LANDING 15' -7 1/8" (360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:48:32 AMA7.115025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMBUILDING SECTIONS 1/8" = 1'-0" 4 A3.1 BUILDING SECTION 1/8" = 1'-0" 2 A3.1 BUILDING SECTION 1/8" = 1'-0" 6 A3.1 BUILDING SECTION REVISIONS #ISSUED DATE 1/8" = 1'-0" 1 A3.1 BUILDING SECTION 1/8" = 1'-0" 3 !! BUILDING SECTION 1/8" = 1'-0" 5 A3.1 BUILDING SECTION FIRST FLOOR 0" SECOND FLOOR 10' -7" 1 ELDORADO MFR. STONE VENEER SYSTEM OVER DUROROCK OVER TYVEK OVER WOOD SHEATHING PER STRUCTURAL -SEE STRUCTURAL FOR LOCATION. TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. INSULATED WINDOW -SEE SHEET A10.2 FOR WINDOW WEATHERPROOFING DETAIL HARDIE SOFFIT PANEL OVER (2) LAYERS OF 5/8 TYPE "X" GWB DECORATIVE CORBEL CLASS 'A' ARCTECTURAL ROOFING OVER VAPOR BARRIER OVER 1/2" EXT. PLYW'D SHTG. CONC. FOOTING SEE STRUCTURAL FOR SIZE AND REINFORCING 48/24 TONGUE-AND-GROOVE SPAN RATED SHEATHING NAILED AND GLUED TO THE RED-I JOISTS W/ CONSTRUCTION ADHESIVE (PER ASSEMBLY B SEE SHEET A0.3) HARDIE BOARD & BATTEN SIDING OVER RAINSCREEN OVER TYVEK HOUSEWRAP OR EQUIVALENT ON 5/8" TYPE 'X' WATER- RESISTANT CORE GYPSUM SHEATHING OVER WOOD SHEATHING PER STRUCTURAL ON 2X6 STUDS @ 16" O.C. TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS (TYP.) HEADER PER STRUCTURAL FINISH FLOOR OVER 4" CONC. SLAB OVER 6 MIL POLYETHYLENE MOISTURE BARRIER BATT &/OR BLOWN INSUL. (R-49) 4" CONT. PERF. DRAIN PIPE W/ 12x12 GRAVEL FILL AREA 5/8" TYPE "X" GWB 5/8" TYPE "X" GWB PRE-ENGINEERED TRUSSES @ 24" O.C. TYP. (2) LAYERS 5/8" TYPE "X" GWB SOUND INSUL. 2x6 STUDS @ 16" O.C. BATT INSUL (R-21) RIM BOARD BATT INSUL (R-21) DOUBLE TOP PLATE ANCHOR BOLT PER STRUCTURAL DOUBLE TOP PLATE STONE CAP TWO LAYERS OF 1/2" THICK GOLD BOND FIRE SHIELD C, OR TWO LAYERS OF 5/8" THICK TYPE X GYPSUM BOARD. (PER ASSEMBLY B SEE SHEET A0.3) BATT INSUL. (R-30) TJI BLOCKING W/WEB STIFFENERS PER MANUFACTURERS SPECIFICATIONS GRADE RIGID INSUL. (R-10) DOUBLE PLATES A8.1 A FIRST FLOOR 0" SECOND FLOOR 10' -7" THIRD FLOOR 21' -2" 4 53 A7.1 4 A7.1 PL. HGT. 30' -2 1/4" FIBER CEMENT PANEL OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X" GWB OVER 1/2" PLYWOOD PRE-ENGINEERED TRUSS @ 24" O.C. PRE-ENGINEERED TRUSSES @ 24" O.C. TYP. CLASS 'A' ARCTECTURAL ROOFING OVER TITANIUM UDL50 VAPOR BARRIER OVER 1/2" EXT. PLYW'D SHTG. HARDIE LAP SIDING OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X' GWB OVER 1/2" PLYWOOD PER STRUCTURAL BATT INSUL. (R-21) FIBER CEMENT PANEL OVER RAINSCREEN OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X" GWB OVER 1/2" PLYWOOD CLASS 'A' ARCTECTURAL ROOFING OVER TITANIUM UDL50 VAPOR BARRIER OVER 1/2" EXT. PLYW'D SHTG. BATT &/OR BLOWN-IN INSUL. (R-49) CONC. FOOTING SEE STRUCTURAL FOR SIZE AND REINFORCING BATT &/OR BLOWN-IN INSUL. (R-49) (2) LAYERS 5/8" TYPE "X" GWB 5/8" TYPE "X" GWB 2x6 STUDS @ 16" O.C. BATT INSUL (R-21) DOUBLE TOP PLATE 5/8" TYPE "X" GWB 2x6 STUDS @ 16" O.C. BATT INSUL (R-21) DOUBLE TOP PLATE 5/8" TYPE "X" GWB 2x6 STUDS @ 16" O.C. BATT INSUL (R-21) DOUBLE TOP PLATE 5/8" TYPE "X" GWB 2x6 STUDS @ 16" O.C. BATT INSUL (R-21) DOUBLE TOP PLATE 5/8" TYPE "X" GWB 2x6 STUDS @ 16" O.C. BATT INSUL (R-21) DOUBLE TOP PLATE FINISH FLOOR OVER 4" CONC. SLAB OVER 6 MIL POLYETHYLENE MOISTURE BARRIER 9' - 0 1/4"9' - 0 1/4"DOUBLE TOP PLATE HANDRAIL JOIST HANGER SOUND INSUL. JOIST HANGER SOUND INSUL. SOUND INSUL. FIBER CEMENT PANEL OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X" GWB OVER 1/2" PLYWOOD 48/24 TONGUE-AND-GROOVE SPAN RATED SHEATHING NAILED AND GLUED TO THE RED-I JOISTS W/ CONSTRUCTION ADHESIVE (PER ASSEMBLY B SEE SHEET A0.3) 48/24 TONGUE-AND-GROOVE SPAN RATED SHEATHING NAILED AND GLUED TO THE RED-I JOISTS W/ CONSTRUCTION ADHESIVE (PER ASSEMBLY B SEE SHEET A0.3) STAIRS STAIRSSTAIRS (2) LAYERS 5/8" TYPE "X" GWB (2) LAYERS 5/8" TYPE "X" GWB OUT RIGGER @ 48" O.C. METAL FLASHING TWO LAYERS OF 1/2" THICK GOLD BOND FIRE SHIELD C, OR TWO LAYERS OF 5/8" THICK TYPE X GYPSUM BOARD. (PER ASSEMBLY B SEE SHEET A0.4) TWO LAYERS OF 1/2" THICK GOLD BOND FIRE SHIELD C, OR TWO LAYERS OF 5/8" THICK TYPE X GYPSUM BOARD. (PER ASSEMBLY B SEE SHEET A0.3) HARDIE SOFFIT PANEL OVER (2) LAYERS OF 5/8 TYPE "X" GWB RIGID INSUL. (R-10)RIGID INSUL. (R-10) RIM BOARD RIM BOARD ANCHOR BOLT PER STRUCTURAL ANCHOR BOLT PER STRUCTURAL FIRST FLOOR 0" SECOND FLOOR 10' -7" THIRD FLOOR 21' -2" 7 PL. HGT. 30' -2 1/4" ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD EACH SIDE OF DOUBLE ROW OF 2 X 4 WOOD STUDS 16" O.C. ON SEPARATE PLATES 1" APART (PER GA FILE NO. WP 3370) 5/8" TYPE "X" GWB 2x4 STUDS @ 16" O.C. SOUND INSUL. DOUBLE TOP PLATE SOUND INSUL. 5/8" TYPE "X" GWB 2x4 STUDS @ 16" O.C. ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD EACH SIDE OF DOUBLE ROW OF 2 X 4 WOOD STUDS 16" O.C. ON SEPARATE PLATES 1" APART (PER GA FILE NO. WP 3370) ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD EACH SIDE OF DOUBLE ROW OF 2 X 4 WOOD STUDS 16" O.C. ON SEPARATE PLATES 1" APART (PER GA FILE NO. WP 3370) 5/8" TYPE "X" GWB 2x4 STUDS @ 16" O.C. DOUBLE TOP PLATE SOUND INSUL . 5/8" TYPE "X" GWB 2x4 STUDS @ 16" O.C. SOUND INSUL DOUBLE TOP PLATE 5/8" TYPE "X" GWB 2x4 STUDS @ 16" O.C. DOUBLE TOP PLATE SOUND INSUL 2x4 STUDS @ 16" O.C. 5/8" TYPE "X" GWB FINISH FLOOR OVER 4" CONC. SLAB OVER 6 MIL POLYETHYLENE MOISTURE BARRIER 48/24 TONGUE-AND-GROOVE SPAN RATED SHEATHING NAILED AND GLUED TO THE RED-I JOISTS W/ CONSTRUCTION ADHESIVE (PER ASSEMBLY B SEE SHEET A0.3) PRE-ENGINEERED TRUSS @ 24" O.C. TYP. CLASS 'A' ARCTECTURAL ROOFING OVER VAPOR BARRIER OVER 1/2" EXT. PLYW'D SHTG. (2) LAYERS 5/8" TYPE "X" GWB (2) LAYERS 5/8" TYPE "X" GWB CONC. FOOTING SEE STRUCTURAL FOR SIZE AND REINFORCING BATT &/OR BLOWN IN INSUL. (R-49) SOUND INSUL. ROCKWOOL @ TOP 12" OF PARTY WALL AIR GAP ACCESS PANEL CONTINUE GWB UP TO ROOF SHEATHING (EITHER SIDE OF 1" AIR GAP TJI BLOCKING W/WEB STIFFENERS PER MANUFACTURERS SPECIFICATIONS TJI BLOCKING W/WEB STIFFENERS PER MANUFACTURERS SPECIFICATIONS SOUND INSUL.SOUND INSUL . ANCHOR BOLT PER STRUCTURAL TWO LAYERS OF 1/2" THICK GOLD BOND FIRE SHIELD C, OR TWO LAYERS OF 5/8" THICK TYPE X GYPSUM BOARD. (PER ASSEMBLY B SEE SHEET A0.3)1"7"6"1' - 1"1' - 5" 1" 9"8" FOAM ON WOOD 6" THICK (360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:48:33 AMA8.115025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMWALL SECTION REVISIONS #ISSUED DATE 1/2" = 1'-0" 1 A7.1 CORBAL DETAIL 1/2" = 1'-0" 2 A7.1 WALL SECTION 1/2" = 1'-0" 3 A7.1 WALL SECTION FLOORING INSUL. TO BE INSTALLED OR PINNED INTO PLACE SO AS TO NOT BEAR ON RC CHANNELS RIM BOARD 1" = 1'-0"A CORBEL DETAIL FIRST FLOOR 0" SECOND FLOOR 10' -7" THIRD FLOOR 21' -2" BA PL. HGT. 30' -2 1/4" FLASHING BEAM PER STRUCTURAL RAILING BEAM PER STRUCTURAL BEAM PER STRUCTURAL FLASHING RAILING 1/4:12 MAX SLOPE 1/4:12 MAX SLOPE 1/4:12 MAX SLOPE 48/24 TONGUE-AND-GROOVE SPAN RATED SHEATHING NAILED AND GLUED TO THE RED-I JOISTS W/ CONSTRUCTION ADHESIVE (PER ASSEMBLY B SEE SHEET A0.3) 48/24 TONGUE-AND-GROOVE SPAN RATED SHEATHING NAILED AND GLUED TO THE RED-I JOISTS W/ CONSTRUCTION ADHESIVE (PER ASSEMBLY B SEE SHEET A0.4) INSULATED WINDOW -SEE A0.3 FOR WINDOW WEATHERPROOFING DETAILS 5/8" TYPE "X" GWB 2x6 STUDS @ 16" O.C. BATT INSUL (R-21) DOUBLE TOP PLATE HEADER PER STRUCTURAL ANCHOR BOLT PER STRUCTURAL HEADER PER STRUCTURAL 5/8" TYPE "X" GWB 2x6 STUDS @ 16" O.C. DOUBLE TOP PLATE INSULATED WINDOW -SEE A0.3 FOR WINDOW WEATHERPROOFING DETAILS 5/8" TYPE "X" GWB 2x6 STUDS @ 16" O.C. DOUBLE TOP PLATE HEADER PER STRUCTURAL PRE-ENGINEERED TRUSS 24" O.C. TYP. CLASS 'A' ARCTECTURAL ROOFING OVER VAPOR BARRIER OVER 1/2" EXT. PLYW'D SHTG. (2) LAYERS 5/8" TYPE "X" GWB BATT &/OR BLOWN-IN INSUL. (R-49) BATT INSUL (R-21) BATT INSUL (R-21) INSULATED WINDOW -SEE A0.3 FOR WINDOW WEATHERPROOFING DETAILS FINISH FLOOR OVER 4" CONC. SLAB OVER 6 MIL POLYETHYLENE MOISTURE BARRIER HARDIE LAP OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X' GWB OVER 1/2" PLYWOOD PER STRUCTURAL HARDIE LAP OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X' GWB OVER 1/2" PLYWOOD PER STRUCTURAL HARDIE LAP SIDING OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X' GWB OVER 1/2" PLYWOOD PER STRUCTURAL 2x6 STUDS @ 16" O.C. 2x6 STUDS @ 16" O.C.42" HANDRAIL42" HANDRAILTWO LAYERS OF 1/2" THICK GOLD BOND FIRE SHIELD C, OR TWO LAYERS OF 5/8" THICK TYPE X GYPSUM BOARD. (PER GA FILE RC2602, SEE SHEET A0.3) SOUND INSUL. 3 1/2" MIN SOUND INSUL. TWO LAYERS OF 1/2" THICK GOLD BOND FIRE SHIELD C, OR TWO LAYERS OF 5/8" THICK TYPE X GYPSUM BOARD. (PER GA FILE RC 2602 SEE SHEET A0.3) RIDGID INSUL. (R-10)4" MAX TYP.DOWNSPOUT BEYOND HARDIE SOFFIT BD OVER (2) LAYERS OF 5/8" TYPE "X" GWB DECKING: SEE ASSEMBLY 2.0 ON A0.3 & SHEET A0.3A FOR DETAILS ON DECKS DECKING: SEE ASSEMBLY 2.0 ON A0.3 & SHEET A0.3A FOR DETAILS ON DECKS FIRST FLOOR 0" SECOND FLOOR 10' -7" THIRD FLOOR 21' -2" D E PL. HGT. 30' -2 1/4" 4x8 STRINGER 6 3/4"36" HANDRAIL2x6 STUDS 16" O.C. 5/8" TYPE "X" GWB HARDIE LAP SIDING OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X' GWB OVER 1/2" PLYWOOD PER STRUCTURAL HARDIE LAP OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X' GWB OVER 1/2" PLYWOOD PER STRUCTURAL 4" CONC. SLAB OVER 6 MIL POLYETHYLENEMOISTURE BARRIER 4x8 STRINGER 4x8 STRINGER BEAM PER STRUCTURAL SEE ASSEMBLY 2.0 ON A0.3 & SHEET A0.3A FOR DETAILS ON STAIR LANDING MAX TYP. 4" CONC. PLINTH PER STRUCTUTAL CONC. FOOTING SEE STRUCTURAL FOR SIZE AND REINFORCING HARDIE LAP OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X' GWB OVER 1/2" PLYWOOD PER STRUCTURAL FIBER CEMENT PANEL OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X" GWB OVER 1/2" PLYWOOD FIBER CEMENT PANEL OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X" GWB OVER 1/2" PLYWOOD FIBER CEMENT PANEL OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X" GWB OVER 1/2" PLYWOOD BEAM PER STRUCTURAL 2x6 STUDS 16" O.C. PRE-ENGINEERED TRUSS @ 24" O.C. TYP. CLASS 'A' ARCTECTURAL ROOFING OVER VAPOR BARRIER OVER 1/2" EXT. PLYW'D SHTG. VERIFY RAILING STYLE WITH OWNER INSTALLED PER MANUFACTURERS SPECIFICATIONS 4" MAXCLASS 'A' ARCTECTURAL ROOFING OVER VAPOR BARRIER OVER 1/2" EXT. PLYW'D SHTG. VERIFY RAILING STYLE WITH OWNER 2x6 RAILS & CAP 2x10 FRAMING PER STRUCTURAL PRE-CAST CONC. TREDS W/MOUNTING BRACKETS PRE-CAST CONC. TREDS W/MOUNTING BRACKETS BEAM PER STRUCTURAL HARDIE SOFFIT BD OVER (2) LAYERS 5/8" TYPE "X" GWB 42" MINMETAL FLASHING A A8.2 STONE CAP ROOF VENTS -SEE SHEET A5.1 FOR REQUIRED NUMBER OF VENTS 3' - 5 5/8"SEE ASSEMBLY 2.0 ON A0.3 & SHEET A0.3A FOR DETAILS ON BREEZEWAY SEE ASSEMBLY 2.0 ON A0.3 & SHEET A0.3A FOR DETAILS ON BREEZEWAY FIRST FLOOR 0" SECOND FLOOR 10' -7" THIRD FLOOR 21' -2" C ROOF PLAN 43' -1 3/8" PL. HGT. 30' -2 1/4" ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD EACH SIDE OF DOUBLE ROW OF 2 X 4 WOOD STUDS 16" O.C. ON SEPARATE PLATES 1" APART (PER GA FILE NO. WP 3370) 5/8" TYPE "X" GWB 2x4 STUDS @ 16" O.C. SOUND INSUL 3 1/2" MIN DOUBLE TOP PLATE SOUND INSUL. 5/8" TYPE "X" GWB 2x4 STUDS @ 16" O.C. ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD EACH SIDE OF DOUBLE ROW OF 2 X 4 WOOD STUDS 16" O.C. ON SEPARATE PLATES 1" APART (PER GA FILE NO. WP 3370) ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD EACH SIDE OF DOUBLE ROW OF 2 X 4 WOOD STUDS 16" O.C. ON SEPARATE PLATES 1" APART (PER GA FILE NO. WP 3370) 5/8" TYPE "X" GWB 2x4 STUDS @ 16" O.C. DOUBLE TOP PLATE SOUND INSUL 5/8" TYPE "X" GWB 2x4 STUDS @ 16" O.C. DOUBLE TOP PLATE 5/8" TYPE "X" GWB 2x4 STUDS @ 16" O.C. DOUBLE TOP PLATE BATT INSUL (R-21) 2x4 STUDS @ 16" O.C. 5/8" TYPE "X" GWB FINISH FLOOR OVER 4" CONC. SLAB OVER 6 MIL POLYETHYLENE MOISTURE BARRIER PRE-ENGINEERED TRUSS @ 24" O.C. TYP. CLASS 'A' ARCTECTURAL ROOFING OVER VAPOR BARRIER OVER 1/2" EXT. PLYW'D SHTG. (2) LAYERS 5/8" TYPE "X" GWB (2) LAYERS 5/8" TYPE "X" GWB CONC. FOOTING SEE STRUCTURAL FOR SIZE AND REINFORCING BATT &/OR BLOWN IN INSUL. (R-49)BATT &/OR BLOWN IN INSUL. (R-49) ANCHOR BOLT PER STRUCTURAL ANCHOR BOLT PER STRUCTURAL 1" AIR GAP 1" AIR GAP 1" AIR GAP TJI BLOCKING W/WEB STIFFENERS PER MANUFACTURERS SPECIFICATIONS TJI BLOCKING W/WEB STIFFENERS PER MANUFACTURERS SPECIFICATIONS SOUND INSUL SOUND INSUL (2) LAYERS 5/8" TYPE "X" GWB ON RC CHANNELS @ 16" O.C. (2) LAYERS 5/8" TYPE "X" GWB (2) LAYERS 5/8" TYPE "X" GWB (2) LAYERS 5/8" TYPE "X" GWB RIDGID INSUL. (R-10) HARDIE SIDING (2) LAYERS OF TYPE "X" GWB TUBE STEEL POST PER STRUCTURAL WRAP COLUMN PER GA FILE CM 1450 (360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:48:34 AMA8.215025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMWALL SECTIONS REVISIONS #ISSUED DATE 1/2" = 1'-0" 4 A7.1 WALL SECTION 1/2" = 1'-0" 6 A7.1 WALL SECTION 1/2" = 1'-0" 5 A7.1 WALL SECTION STONE VENEER METAL LATH OVER DUROROCK VAPOR BARRIER OVER 5/8" TYPE 'X' DENS GLASS OVER WOOD SHEATHING PER STRUCTURAL STONE VENEER OVER DUROROCK OVER VAPOR BARRIER OVER DENS GLASS OVER WOOD SHEATHING PER STRUCTURAL 1 1/2" = 1'-0"A POST DETAIL FIRST FLOOR 0" SECOND FLOOR 10' -7" THIRD FLOOR 21' -2" 1 2 PL. HGT. 30' -2 1/4" FINISH FLOOR OVER 4" CONC. SLAB OVER 6 MIL POLYETHYLENE MOISTURE BARRIER CLASS 'A' ARCTECTURAL ROOFING OVER VAPOR BARRIER OVER 1/2" EXT. PLYW'D SHTG. CONC. FOOTING SEE STRUCTURAL FOR SIZE AND REINFORCING PRE-ENGINEERED TRUSS @ 24" O.C. TYP. ANCHOR BOLT PER STRUCTURAL DECROTIVE CORBEL 2x6 STUDS @ 16" O.C. 2x4 STUDS @ 16" O.C. DOUBLE TOP PLATE DOUBLE TOP PLATE 2x6 STUDS @ 16" O.C. 5/8" TYPE "X" GWB 5/8" TYPE "X" GWB 5/8" TYPE "X" GWB SOUND INSUL. RIM BOARD RIM BOARD CLASS 'A' ARCTECTURAL ROOFING OVER VAPOR BARRIER OVER 1/2" EXT. PLYW'D SHTG. CLASS 'A' ARCTECTURAL ROOFING OVER VAPOR BARRIER OVER 1/2" EXT. PLYW'D SHTG. STONE VENEER HEADER PER STRUCTURAL INSULATED WINDOW -SEE ENLARGED FLOOR PLANS FOR WINDOW WEATHERPROOFING DETAIL HARDIE BOARD & BATTEN SIDING OVER RAIN SCREEN OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X' GWB OVER 1/2" PLYWOOD PER STRUCTURAL HARDIE BOARD & BATTEN SIDING OVER RAIN SCREEN OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X' GWB OVER 1/2" PLYWOOD PER STRUCTURAL INSULATED WINDOW -SEE A/10.1 ENLARGED FLOOR PLANS FOR WINDOW WEATHERPROOFING DETAIL PRE-ENGINEERED TRUSS @ 24" O.C. TYP. PRE-ENGINEERED TRUSS @ 24" O.C. TYP. DOWNSPOUT BATT &/OR BLOWN-IN INSUL. (R-49) HEADER PER STRUCTURAL (2) LAYERS 5/8" TYPE "X" GWB 5/8" TYPE "X" GWB 2x6 STUDS @ 16" O.C. BATT INSUL (R-21) BATT &/OR BLOWN-IN INSUL. (R-49) TJI BLOCKING W/WEB STIFFENERS PER MANUFACTURERS SPECIFICATIONS BATT &/OR BLOWN-IN INSUL. (R-49) HARDIE BOARD & BATTEN SIDING OVER RAIN SCREEN OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X' GWB OVER 1/2" PLYWOOD PER STRUCTURAL BATT INSUL (R-21) BATT INSUL (R-21) OUT RIGGER @ 48" O.C. (2) LAYERS 5/8" TYPE "X" GWB HARDIE LAP SIDING OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X' GWB OVER 1/2" PLYWOOD PER STRUCTURAL A10.1 1 RIDGID INSUL. (R-10) FIRST FLOOR 0"11' - 7 3/4"10' - 10 3/4"9"11' - 8" 2' - 0" 2' - 0" 6" 12" 6" 12" TIE PLATE - GALVANIZED PER STRUCTURALTIE PLATE -GALVANIZED PER STUCTURAL 4x4 POST 4x4 POST 4x4 BEAM 5/8" GWB POST WRAP 5/4"x8" POST WRAP 5/8" GWB POST WRAP 5/4"x8" POST WRAP 2x6 FRAMING 4x4 POST 4x6 BEAM 2x6 BLOCKING 10' - 9 3/4"5/4"x6" BEAM WRAP CLASS 'A' ARCTECTURAL ROOFING OVER VAPOR BARRIER OVER 1/2" EXT. PLYW'D SHTG. DECROTIVE PLATE 3 33 3 STONE CAP SIM SIMSIMSIM 5' - 7"- --- 11' - 4 1/2" A8.3 B FIRST FLOOR 0" SECOND FLOOR 10' -7" THIRD FLOOR 21' -2" DE PL. HGT. 30' -2 1/4" 48/24 TONGUE-AND-GROOVE SPAN RATED SHEATHING NAILED AND GLUED TO THE RED-I JOISTS W/ CONSTRUCTION ADHESIVE (PER ASSEMBLY B SEE SHEET A0.3) TWO LAYERS OF 1/2" THICK GOLD BOND FIRE SHIELD C, OR TWO LAYERS OF 5/8" THICK TYPE X GYPSUM BOARD. (PER ASSEMBLY B SEE SHEET A0.3) 48/24 TONGUE-AND-GROOVE SPAN RATED SHEATHING NAILED AND GLUED TO THE RED-I JOISTS W/ CONSTRUCTION ADHESIVE (PER ASSEMBLY B SEE SHEET A0.3) TWO LAYERS OF 1/2" THICK GOLD BOND FIRE SHIELD C, OR TWO LAYERS OF 5/8" THICK TYPE X GYPSUM BOARD. (PER ASSEMBLY B SEE SHEET A0.3) HARDIE LAP OVER TYVEK OR EQUIVALENT OVER 5/8" TYPE 'X' GWB OVER 1/2" PLYWOOD PER STRUCTURAL BATT &/OR BLOWN-IN INSUL. (R-49) CLASS 'A' ARCTECTURAL ROOFING OVER VAPOR BARRIER OVER 1/2" EXT. PLYW'D SHTG. PRE-ENGINEERED TRUSS 24" O.C. TYP. DOWNSPOUT 5/8" TYPE "X" GWB 2x6 STUDS @ 16" O.C. DOUBLE TOP PLATE BATT INSUL (R-21) 5/8" TYPE "X" GWB 2x6 STUDS @ 16" O.C. DOUBLE TOP PLATE BATT INSUL (R-21) 5/8" TYPE "X" GWB 2x6 STUDS @ 16" O.C. DOUBLE TOP PLATE BATT INSUL (R-21) (2) LAYERS 5/8" TYPE "X" GWB SEE DETAIL 9 ON A/8.3 TYPICAL ALUM. ROOF DOWNSPOUT TYPICAL PVC ADAPTER FOR ALUM. DOWNSPOUT TO PVC DRAIN PIPE 6" PVC UNDERGROUND DRAINAGE PIPE - CONTRACTOR TO CONNECT TO PIPE (VERIFY W/CIVIL) LOCATED 5'-0" FROM BUILDING GRADE 2% MIN 18"4" PVC UNDERGROUND DRAIN PIPE MIN.T.S. COLUMN PER STRUCTURAL ANCHOR BOLTS PER STRUCTURAL 1/2"GROUT ISOLATED FOOTING PER STRUCTURAL (360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:48:36 AMA8.315025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMWALL SECTIONS REVISIONS #ISSUED DATE 1/2" = 1'-0" 8 A7.1 WALL SECTION 1/2" = 1'-0" 9 A3.1 COLUMN GABEL DETAIL 1/2" = 1'-0" 7 A7.1 WALL SECTION 1" = 1'-0"A DOWNSPOUT DETAIL 1" = 1'-0"B COLUMN DETAIL WINDOW GWB VAPOR BARRIER RAINSCREEN DUROCK STONE CAP STONE BEYOND (360) 867-1945 E-mail: LJBDesigns@Comcast.net LJB DESIGNS, LLC Olympia, Wasington 98501 111 Market Street N.E., Suite 325 PHONE: 360-528-0513 1910 EAST 4TH AVENUE PMB #170 OLYMPIA, WA 98506 JOSH@REVIVALARCHITECTS.COM REVIVAL ARCHITECTURE DESIGN G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\correct\WYNDSTONE YELM BUILDING2-3-4-_06.17.20.rvt7/23/2020 11:48:36 AMA10.115025 TAHOMA BLVD SE| YELM, WABUILDINGS 2, 3 & 4WYNDSTONE MULTIFAMILY -YELMWINDOW TYPES & DETAILS REVISIONS #ISSUED DATE FIGURE 1: ROUGH WINDOW OPENING FIGURE 2: SILL FLASHING FIGURE 3: WINDOW INSTALLATION FIGURE 4: JAMB FLASHING FIGURE 5: HEAD FLASHING FIGURE 6: PRIMARY WEATHER BARRIER ROUGH WINDOW OPENING ROUGH FRAMED OPENING SUFFICIENTLY LARGER IN WIDTH & HEIGHT THAN THE ACTUAL FRAME DIMENSIONS OF THE WINDOWS. TO ASSURE ADEQUATE CLEARANCE CONSULT THE WINDOW MANUFACTURE'S LITERATURE FOR THE RECOMMENDED ROUGH OPENING DIMENSIONS. SQUARE AND LEVEL FRAMING WALL SHEATHING (WHERE IT OCCURS ON) VERIFY SHEATHING EDGES ARE FLUSH WITH THE FRAME OPENING EXTEND SILL FLASHING HORIZONTALLY TO PROJECT BEYOND VERTICAL JAMB FLASHING APPLIED LATER APPLY SILL FLASHING HORIZONTALLY BELOW THE SILL. FASTEN THE TOP EDGE OF THE SILL FLASHING TO THE FRAME. BUT DO NOT FASTEN THE LOWER EDGE SO THE WEATHER RESISTANT BUILDING PAPER APPLIED LATER MAY BE SLIPPED UP & UNDERNEATH THE FLASHING IN A WEATHER BOARD FASHION.APPLY A CONTINUOUS SEAL TO THE BACKSIDE (INTERIOR) OF THE WINDOW MOUNTING FLANGES. SHIM & ADJUST WINDOW TO ACHIEVE SQUARE. PLUMB & LEVEL CONDITION USE CORROSION RESISTANT FASTENERS. FASTEN WITHIN 10" AND NO CLOSER THAN 3" IN EACH DIRECTION FROM EVERY CORNER. SECURE WINDOW AROUND FRAME OPENING WITH EQUIVALENT OF 6d EQUIVALENT OF 6d FASTENERS AT 16" O.C. MAXIMUM. BEFORE INSTALLATION RESEAL ALL OUTSIDE JOINTS OF MECHANICALLY JOINED FRAMES WHERE RECOMMENDED AS PART OF AN EXTERIOR WALL FINISH SYSTEM, INSTALL BUILDING PAPER. APPLY IN A WEATHER BOARD FASHION STARTING FROM BOTTOM TO TOP OF WALL. MIN. VERTICAL LAPS PER CODEBY OTHER TRADES: INSTALL BUILDING PAPER,INSULATION BOARD OR OTHER MATERIALS OVER HEAD FLASHING ANDOVER TOP OF NAIL-ON HEAD FLANGE OF WINDOW FRAME. 3rd COURSE OF BUILDING PAPER 2nd COURSE OF BUILDING PAPER 1st COURSE OF BUILDING PAPER SLIP BOTTOM OF JAMB FLASHING AND SILL FLASHING OVER BUILDING PAPER AT BOTTOM OF WINDOW SILL. MIN. HORIZONTAL LAPS PER CODE EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT. (FLASHING GOES OVER SEALANT) EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. CONTINUE SEALANT APPROXIMATELY 8 1/2" ABOVE THE TOP OF THE WINDOW EXTEND JAMB FLASHING TO 1/2" LESS THAN THE TOP OF THE HEAD FLASHING. APPLY A CONTINUOUS SEAL TO THE TOP (HEAD) & SIDES (JAMBS) OF WINDOW EMBED JAMB FLASHING INTO SEALANT & FASTEN IN PLACE. EXTEND JAMB FLASHING BEYOND SILL FLASHING AND ABOVE WHERE THE HEAD FLASHING WILL INTERSECT. APPLICATION BY OTHERS 3" = 1'-0"1 WINDOW SILL @ STONE WALL SCALE: N.T.S. WINDOW HEAD/JAMB & SILL2 SCALE: 3" = 1'-0" METAL FLASHING DETAIL 5 A10.2 BACKER ROD & SEALANT ROD & SEALANT WOOD CASING 2"1" 1_ 2 "1_2"45 90 90 HEAD FLASHING SEALENT VAPOR BARRIER SIDING PER PLAN FLASHING DETAIL SOLDER JOINT 1_2"V A R I E S VINYL WINDOW SEE SCHEDULE HEADER SEE STRUCT. DRAWINGS R-19 BATT INSUL. HARDIE LAP SIDING OVER 5/8" TYPE "X" GWB OVER BUILDING PAPER OVER WOOD SHEATHING 5/4" x 5.5" HARDIE TRIM PLYWD SHEATHING SEE STRUCTURAL HEADER TRIM PER ELEVATIONS METAL FLASHING PER DETAIL ABOVE JAMB TRIM PER ELEVATIONS