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PERMIT_BLDG BNISQUALLY LANDING LLCP.O. BOX 1692SUMNER, WA 98390PHONE: (253) 691-2851CONTACT: JEREMY MARTINSONCIVIL ENGINEERHUITT-ZOLLARS1102 BROADWAY, STE. 301TACOMA, WA. 98402PHONE: (253) 627-9131CONTACT: BILL DUNNINGDRAWING INDEX:SHEET SHEET CONTENTSOWNERARCHITECTWATTENBARGER ARCHITECTURE, INC.11000 NE 33rd PLACE SUITE 102BELLEVUE, WA. 98004PHONE: (425) 453-0606CONTACT: TRAVIS MCDANOLD A.I.A.LANDSCAPE ARCHITECTSTRUCTURAL ENGINEERBTL ENGINEERING, INC.19011 WOODINVILLE RD. NE, SUITE 100WOODINVILLE, WA. 98072PHONE: (425) 814-8448CONTACT: BRIAN LAMPEPROJECT DATA:SITE DATA:PROJECT ADDRESS: PARCEL TAX I.D.: LEGAL DESCRIPTION:ZONING: SITE AREA: SETBACKS:MAX. ALLOWABLE BUILDING HEIGHT:PROPOSED BUILDING HEIGHT:MAX. ALLOWABLE LOT COVERAGE: (TOTAL BLDG FOOTPRINTS) PROPOSED LOT COVERAGE: PARKING REQUIRED:PARKING PROVIDED:R-6GROSS DEVELOPABLE: 249,447 SQ. FT. (5.62 ACRES per Co. Rec.)STREET SETBACK: 20'SIDE YARD: 10'REAR YARD: 10'35 FEETABOUT 34' 6" to Midpoint of Roof40% OF SITE 32% (79,823 SQ. FT.)2 STALLS PER D.U. = 116 SPACESPROJECT DESCRIPTION: PROJECT TEAM:CONSTRUCTION TYPE: TYPE VBOCCUPANCY CLASSIFICATIONS: R-2FIRE SPRINKLER: YES, NFPA 13RDEFERRED SUBMITTALS:SPECIAL INSPECTIONS:SPECIAL INSPECTIONS SHALL BE REQUIRED AS ESTABLISHED BYTHE AUTHORITY HAVING JURISDICTION AND PER STRUCTURAL ENGINEERING17021 103rd AVE SE, YELM, WA 9859764303100500Section 29 Township 17 Range 2E Quarter NW NE Plat MCKENNA IRRIGATED TRACTS BLK 31 LT 4 & 5 Document 009/044 E 282F LYING WLY OF NLY EXT OF E LN OF LT 10 BLK 31 LESS CC 09-2-032159-4ADDITIONAL DEFERRED SUBMITTALS:-ROOF TRUSS SHOP DRAWINGS & ENGINEERINGNISQUALLY LANDING APARTMENTS -BUILDING CITY OF YELM, WASHINGTON ASSOCIATED SUBMITTALS:PREVIOUS APPROVALS & RELATED PERMITS: CIVIL PLAN REVIEW APPLICATION PERMIT #: 2021.0579.CI0022CITY OF YELM DEVELOPEMENT PROJECT #: MU 2021.0023MECHANICAL, ELECTRICAL, PLUMBING ENGINEERWINDSOR ENGINEERS12009 NE 99TH ST, SUITE 1460, VANCOUVER, WA 98682PHONE: (360) 610-4931CONTACT: JUDE HOMOLAMARATHON DEVELOPMENT160 NW GILMAN BLVD, STE 248ISSAQUAH, WA 98027PHONE: (425) 233-6974CONTACT: ANDREW MONTERODEVELOPER101REFERENCESDOOR SCHEDULEREFERENCES ASSEMBLIES SCHEDULEREFERENCESWINDOW SCHEDULEREFERENCES KEYNOTE LEGENDPLAN KEYNOTEWINDOW TYPEDOOR NUMBERFIRE-RATED ASSEMBLY TYPEDETAIL CUTSHEET NUMBERDETAIL NUMBER1View Name1/8" = 1'-0"A102A101DRAWING BLOCK TITLESHEET NO.REFERENCING SHEET NO.VIEW NUMBER(VIEW SCALE)BUILDING SECTION CUTDETAIL NUMBERSHEET NO.DETAIL NUMBERSHEET NO.WALL SECTION CUTENLARGED DETAIL OR PLANDETAIL NUMBERSHEET NO.EXTERIOR ELEVATIONSA10112DETAIL NUMBERSHEET NO.INTERIOR ELEVATIONSA1011234DETAIL NUMBERSHEET NO.ROOM NAME & ROOM NUMBER1REFERENCES REVISION SCHEDULEDRAWING REVISIONPROPERTY CORNER, BUILDING LEVEL OR SPOT ELEVATIONW00VIEW REFERENCESOBJECT REFERENCES1A101SIM1A101SIM1A101SIM1A101SIMANEW GRIDLINES1ARoomname101SITEVICINITY PLANNOT TO SCALETRUENORTHSR 507170th STREET SETRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:51:26 PMB G001TMA12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsPROJECT DATARevision Schedule# DESCRIPTION DATEGENERAL SYMBOLS'B'00 GENERALB G001 PROJECT DATA 12/17/21B G002 BUILDING CODE ANALYSIS 12/17/21B G003 LIFE SAFETY DIAGRAMS 12/17/21B G004 ENERGY CODE ANALYSIS 12/17/21B G005 ENERGY CODE ANALYSIS 12/17/2103 ARCHB A606 SOUTH STAIRS - ENLARGED PLANS & SECTIONS 12/17/21B A101 ARCHITECTURAL SITE PLAN 12/17/21B A201 FIRST FLOOR PLAN 12/17/21B A202 SECOND FLOOR PLAN 12/17/21B A203 THIRD FLOOR PLAN 12/17/21B A204 ROOF PLAN 12/17/21B A301 UNIT PLANS 12/17/21B A302 UNIT PLANS 12/17/21B A401 REFLECTED CEILING PLAN 12/17/21B A402 REFLECTED CEILING PLAN 12/17/21B A501 EXTERIOR ELEVATIONS 12/17/21B A502 EXTERIOR ELEVATIONS 12/17/21B A503 EXTERIOR ELEVATIONS 12/17/21B A601 BUILDING SECTIONS 12/17/21B A602 BUILDING SECTIONS 12/17/21B A603 BUILDING SECTIONS 12/17/21B A604 BUILDING SECTIONS 12/17/21B A605 NORTH STAIRS- ENLARGED PLANS & SECTIONS 12/17/21_ A701 MOUNTING HEIGHTS - DWELLING HEIGHTS 12/17/21B A702 INTERIOR ELEVATIONS 12/17/21B A703 INTERIOR ELEVATIONS 12/17/21_ A801 ASSEMBLIES SCHEDULES 12/17/21_ A802 TEST REPORTS & FINISH SCHEDULES 12/17/21_ A803 FIRESTOPPING DETAILS 12/17/21_ A804 FIRESTOPPING DETAILS 12/17/21_ A805 FIRESTOPPING DETAILS 12/17/21_ A806 FIRESTOPPING DETAILS 12/17/21_ A807 FIRESTOPPING DETAILS 12/17/21B A808 DOOR/WINDOW DETAILS 12/17/21_ A901 WINDOW FLASHING SEQUENCE 12/17/21_ A902 AIR BARRIER 12/17/21_ A903 DOOR/WINDOW DETAILS 12/17/21_ A904 CLADDING DETAILS 12/17/21_ A905 CONSTRUCTION DETAILS 12/17/21_ A906 CONSTRUCTION DETAILS 12/17/21_ A907 CONSTRUCTION DETAILS 12/17/21CONSTRUCT A 3-STORY, 5.6 ACRES GROSS AREA SITE COMPOSED OF THREEAPARTMENTS BULDINGS, WITH A TOTAL SITE TOTAL OF 60 UNITS.THE APARTMENTS WILL INCLUDE MARKET-RATE FLATS COMPOSED OF 1, 2 AND 3 BEDROOM UNITS. APARTMENT BUILDING WILL BE TYPE VB-WOOD FRAME CONSTRUCTION. 24 UNITS X 2 SPACES = 48 SPACES + 2 ADDITIONAL SPACES = 50 SPACES04 STRUCTS101 STRUCTURAL NOTES 12/17/21S201A FOUNDATION PLAN 12/17/21S201B FOUNDATION PLAN 12/17/21S202A SECOND FLOOR FRAMING PLAN 12/17/21S202B SECOND FLOOR FRAMING PLAN 12/17/21S203A THIRD FLOOR FRAMING PLAN 12/17/21S203B THIRD FLOOR FRAMING PLAN 12/17/21S204A ROOF FRAMING PLAN 12/17/21S204B ROOF FRAMING PLAN 12/17/21S601 DETAILS 12/17/21S602 DETAILS 12/17/21S603 DETAILS 12/17/21S604 DETAILS 12/17/21S701 STAIR FRAMING PLANS 12/17/21 ALLOWABLE BUILDING HEIGHT AND AREA EVALUATED AS NON-SEPARATED OCCUPANCIES Per IBC 508.3IBC SECTION 508 -OCCUPANCY SEPARATIONIBC SECTION 1004 -OCCUPANT LOADSEE LIFE SAFETY PLANS FOR FLOOR LEVEL OCCUPANT LOAD TABULATIONS. IBC SECTION 1005 -EGRESS SIZINGMIN EGRESS WIDTH PER OCCUPANT(SEE ALSO SECTION 1008): STAIRS: .3 IN / OCCUPANT (SPRINKLERED)OTHER EGRESS COMPONENTS: .2 IN / OCCUPANT (SPRINKLERED)REFER TO LIFE SAFETY PLANS FOR EGRESS WIDTHS CALCULATIONSIBC SECTION 1006 -NUMBER OF EXITS1006.2: LARGEST UNIT: 1,248 SF / 200 SF/OCC = 7 OCCUPANTS MAX (20 MAX ALLOWED PER IBC 1006.2.1).1006.3: OCCUPANT LOAD PER STORY:OCCUPANT LOAD 1-500 2 EXITS REQ. PER STORY (3 PROVIDED).1006.3.2: OCCUPANT LOAD, NUMBER OF DWELLING UNITS AND COMMON PATH OF EGRESS COMPLIES WITH TABLE 1006.3.2(1). EMERGENCY ESCAPE AND RESCUE OPENINGS REQUIRED.MAX. COMMON PATH R-2 = 125' (sprinklered)OF EGRESSSECTION 1101THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH 2010 ADA GUIDELINES, THE 1988 FAIR HOUSING ACT AND ANSI A117.1 -2009.SECTION 1203SEE ROOF PLAN FOR ATTIC VENTILATION CALCULATIONS.1203.3 UNVENTED ENCLOSED RAFTER ASSEMBLIES PERMITTED WHEN:1. THE UNVENTED ATTIC SPACE IS COMPLETELY WITHIN THE BUILDING THERMAL ENVELOPE.2. NO INTERIOR VAPOR RETARDERS ARE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY.3. [NA]4. [NA]5. INSULATION SHALL BE LOCATED IN ACCORDANCE WITH THE FOLLOWING (5.1.3):5.1.3. WHERE BOTH AIR-IMPERMEABLE AND AIRPERMEABLE INSULATION ARE PROVIDED, THE AIRIMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING IN ACCORDANCE WITH ITEM 5.1.1 AND SHALL BE IN ACCORDANCE WITH THESE R-VALUES FOR CONDENSATION CONTROL. THE AIRPERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER THE AIR-IMPERMEABLE INSULATION.CLIMATE ZONE #4C- R-10 MINIMUM RIGID BOARD OR AIR-IMPERMEABLE INSULATION RVALUE.1203.5 - EVERY OCCUPIED SPACE SHALL BE NATURALLY OR MECHANICALLYVENTILATED.NATURAL VENTILATION OF AN OCCUPIED SPACE: 4% OF FLOOR AREA MIN.SECTION 1205EVERY OCCUPIED SPACE SHALL BE PROVIDED WITH NATURAL LIGHT.NATURAL LIGHT OF AN OCCUPIED SPACE: 8% OF FLOOR AREA MIN.SECTION 2406SAFETY GLAZING REQUIRED:1. GLAZING IN SWINGING, SLIDING, AND BI-FOLD DOORS PANELS.2. GLAZING WITHIN 24" FROM VERT. EDGE OF DOOR IN CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE WALKING SURFACE3. GLAZING IN WINDOWS THAT MEETS ALL OF THE FOLLOWING CONDITIONS:A. EXPOSED AREA OF PANE > 9 SF &B. EXPOSED BOTTOM EDGE < 18" ABOVE FLOOR &C. EXPOSED TOP EDGE > 36" ABOVE FLOOR &D. WALKING SURFACE WITHIN 36" HORIZONTALLY OF PLANE OF GLAZING4. GLAZING IN GUARDS AND RAILINGS5. GLAZING IN WALLS, ENCLOSURES, OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS, AND INDOOR OR OUTDOOR SWIMMING POOLS, WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS <60" ABOVE FLOOR.6. GLAZING ADJACENT TO STAIRWAYS AND RAMPS WITHIN 36" WHERE THE EXPOSED EDGE OF THE GLAZING IS < 60" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.7. GLAZING ADJACENT TO THE BOTTOM OF STAIRWAY LANDING, WHERE THE GLAZING IS <60" ABOVE THE LANDING AND WITHIN 60" HORIZONTAL ARC THAT IS LESS THAN 180 DEG. FROM THE BOTTOM TREAD NOSING.8. FIRE DEPARTMENT ACCESS PANELS.SECTION 1505MINIMUM ROOF COVERING CLASSIFICATION: Type VB: CLASS C, min.IBC SECTION 1008 -EGRESS ILLUMINATIONMEANS OF EGRESS ILLUMINATION: • PROVIDE NOT LESS THAN 1 FOOTCANDLE AT WALKING SURFACE IN ALL OCCUPANCIES • PROVIDE WITH EMERGENCY POWER FOR ILLUMINATION, NOT LESS THAN 90 MIN. (BATTERY BACKUP) AT INITIAL NOT LESS THAN AN AVERAGE OF 1 FOOTCANDLE.• IN THE EVENT OF POWER FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE:• INTERIOR AND EXTERIOR EXIT ACCESS STAIRWAYS AND RAMPS• EXIT PASSAGEWAYS• VESTIBULES AND AREAS ON THE LEVEL OF DISCHARGE USED FOR EXIT DISCHARGE SECTION 1028.1• EXTERIOR LANDINGS AS REQUIRED PER SECTION 1010.1.6• ELECTRICAL EQUIPMENT ROOMSIBC SECTION 1013 -EXIT SIGNSSEE LIFE SAFETY PLANS FOR EXIT SIGN LOCATIONSIBC SECTION 1030-EMERGENCY ESCAPE & RESCUE OPENINGSPROVIDE EERO'S MINIMUM 5.7 SQUARE FEET, 24" MIN. NET CLEAR HEIGHT AND 20" MIN. NET CLEAR WIDTH, SILL NOT TO EXCEED 44" ABOVE FIN. FLOOR. CONTRACTOR TO VERIFY CLEARANCES WITH WINDOW MANUFACTURER PRIOR TO ORDERING & INSTALLATION.IBC SECTION 602 -EXTERIOR WALLSALL EXTERIOR WALLS GREATER THAN 10' SEPARATION TO EXISTING OR FUTURE FIRE SEPARATION LINES, THEREFORE NO ADDITIONAL EXTERIOR WALL FIRE RESISTANCE RATING REQUIRED.IBC SECTIONS 701-713NOT APPLICABLE IN NON-RATED TYPE VB CONSTRUCTIONIBC SECTIONS 714 -PENETRATIONS714.5 - NONFIRE-RESISTANCE RATED ASSEMBLIES: PENETRATIONS OF NONFIRE-RESISTANCE RATED ASSEMBLIES OR THE CEILING MEMBRANE OF A NONFIRE-RESISTANCE RATED ROOF/CEILING ASSEMBLY SHALL MEET THE REQUIREMENTS OF SECTION 713 OR SHALL COMPLY WITH SECTION 714.5.1 OR 714.5.2:714.5.2 PENETRATING ITEMS: PENETRATING ITEMS THAT CONNECT NOT MORE THAN 2 STORIES ARE PERMITTED, PROVIDED THE ANNULAR SPACE IS FILLED WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. IBC SECTION 718 -CONCEALED SPACESCONCEALED AND EXPOSED INSULATION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOLE-DEVELOPED INDEX OF NOT MORE THAN 450.FIREBLOCKING: VERTICALLY @ CEILING & FLOOR LEVELSHORIZONTALLY @ 10' MAX INTERVALSHORIZONTAL & VERTICAL VOID INTERSECTIONS OPENINGS AROUND VENTS, PIPES, DUCTS, & WIRESBETWEEN STAIR STRINGERS @ TOP & BOTTOM OFRUNIBC SECTIONS 903 -AUTOMATIC SPRINKLER SYSTEM903.3.1.2 - BUILDING SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATICE SPRINKLER SYSTEM, INSTALLED IN ACCORDANCE WITH NFPA 13R.• 903.3.7 FDC'S: PROVIDE FIRE DEPARTMENT CONNECTION(S) AS COORDINATED WITH AUTHORITY HAVING JURISDICTION• 903.4 SUPERVISION : VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS SHALL BE ELECTRICALLY SUPERVISED BY A LISTED FIRE ALARM CONTROL UNIT.• 903.4.1 MONITORING: ALARM, SUPERVISORY AND TROUBLE SIGNALS SHALL BE DISTINCTLY DIFFERENT AND SHALL BE AUTOMATICALLY TRANSMITTED TO AN APPROVED SUPERVISING STATION OR WHERE APPROVED, SHALL SOUND AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION.• 903.4.2 ALARMS: AN APPROVED AUDIBLE DEVICE, LOCATED ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION, SHALL BE CONNECTED TO EACH AUTOMATIC SPRINKLER SYSTEM.IBC SECTIONS 906 -PORTABLE FIRE EXTINGUISHERSFIRE EXTINGUISHER TYPE: 2A10BC minimum rating, Typ. (3A40BC specified)A-UNIT SUMMARY:1ST FLOOR: 8,963 SF/ 1,500SF PER UNIT A = 6 UNIT A REQ. (8 PROV.)2ND FLOOR: 8,713 SF/ 1,500SF PER UNIT A = 6 UNIT A REQ. (8 PROV.)3RD FLOOR: 8,709 SF/ 1,500SF PER UNIT A = 6 UNIT A REQ. (8 PROV.)MAX. TRAVEL DISTANCE: 75' IBC SECTIONS 907 -FIRE ALARM907.2 - AN APPROVED FIRE ALARM SYSTEM INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE 2015 IBC AND NFPA 72 SHALL BE PROVIDED.IBC SECTION 1009 -ACCESSIBLE MEANS OF EGRESSALL STAIRS MEET ACCESSIBLE MEANS OF EGRESS REQUIREMENTS. CLEAR WIDTH OF 48" BETWEEN HANDRAILS NOT REQUIRED WHEN BUILDING IS SPRINKLERED PER 903.3.1.2. AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS SERVING R-2 OCCUPANCIES.IBC SECTION 601 -CONSTRUCTION TYPEFIRE RESISTANCE REQUIREMENTS, TYPE V-BCONSTRUCTION: Per table 601:STRUCTURAL FRAME: 0-HREXTERIOR BEARING WALLS: 0-HRINTERIOR BEARING WALLS: 0-HREXTERIOR NON-BEARING WALLS: 0-HR INTERIOR NON-BEARING WALLS: 0-HR FLOOR CONSTRUCTION: 0-HRROOF CONSTRUCTION: 0-HRPROPOSED CONSTRUCTION TYPE: VBIBC SECTION 504 -BUILDING HEIGHTALLOWABLE:(R-2 OCC, TYPE VB, SPRINKLERED): 60' MAX. HEIGHT, 3 STORIESPROPOSED: 35' HEIGHT, 3 STORIESIBC SECTION 506 -BUILDING AREAPer Table IBC 506.2CONSTRUCTION TYPE: V-B Residential (R-2, S13R):Basic Area per Floor Allowed: 7,000 SFALLOWABLE BUILDING AREA:PROPOSED BUILDING AREA:IBC 506.2.3: SINGLE OCCUPANCY, MULTISTORY BUILDINGS:The total building area shall be such that the aggregate sum of the ratios of the actual area of each story divided by the allowable area of such stories, determined in accordance with equation: Aa= [At+ (NS x If)] x SaIf= 0.75 Aa= [At+ (NS x If)] x SaAa= [7,000 + (7000 x0.126)] x 3Aa= 23,646 SF ALLOWEDAPPLICABLE CODESALL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING APPLICABLECODES PER CHAPTERS 51-11, 51-50 THROUGH 51-57,AND 296-46B WAC:• 2018 INTERNATIONAL BUILDING CODE (IBC) AND AMENDMENTS• 2018 INTERNATIONAL MECHANICAL CODE (IMC) AND AMENDMENTS • 2018 INTERNATIONAL FUEL GAS CODE (IFGC) AND AMENDMENTS• 2018 UNIFORM PLUMBING CODE (UPC) AND AMENDMENTS• 2018 WASHINGTON STATE ENERGY CODE (WSEC) • 2018 NATIONAL ELECTRIC CODE (NFPA 70) AND AMENDMENTS• 2018 INTERNATIONAL FIRE CODE (IFC) AND AMENDMENTS• 2018 IFC/ NFPA 72 - FIRE ALARM DESIGN/INSTALL• NFPA 13R GUIDELINES FOR FIRE SPRINKLER DESIGN• FAIR HOUSING ACT AMENDMENTS OF 1988• ICC/ANSI A117.1 - 2009• 2010 AMERICANS WITH DISABILITIES ACT• YELM MUNICIPAL CODEIBC SECTION 303 -312OCCUPANCY CLASSIFICATIONS:BUSINESS (B) BUSINESSRESIDENTIAL (R-2) RESIDENTIAL UNITS & ACCESSORY USESSTORAGE (S-2) LOW HAZARD STORAGE R-2 DWELLING UNIT SEPARATION:WALLS: 1 HR FIRE PARTITION per IBC 708HORIZONTAL SEPARATION: 1 HR FLOOR ASSEMBLY per IBC 711R-2 OCCUPANCY:AUTOMATIC SPRINKLER SYSTEM: REQUIREDFIRE ALARM SYSTEM: REQUIREDSMOKE ALARMS: REQUIREDIBC SECTION 420Single-or multiple-station smoke alarms shall be provided per 907.2.11.A.ALL CONSTRUCTION DOCUMENTS ARE COMPLIMENTARY, AND WHAT IS CALLED FOR BY ANY WILL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY CONSTRUCTION DOCUMENTS SHALL BE PROVIDED AS THOUGH ON ALL RELATED DOCUMENTS. THE CONSTRUCTION DOCUMENTS ARE PROVIDED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT. THE GENERAL CONTRACTOR, IN ASSUMING RESPONSIBILITIES FOR THE WORK INDICATED, SHALL COMPLY WITH THE SPIRIT AS WELL AS THE LETTER IN WHICH THEY WERE WRITTEN.B.ALL WORK OF THE CONTRACTOR SHALL CONFORM TO THE APPLICABLE BUILDING CODES, AND COMPLY WITH ALL GOVERNING LAWS, CODES, ORDINANCES, RULES AND REGULATIONS OF CITY, COUNTY, STATE, AND FEDERAL JURISDICTIONS.C.ALL WORK SHALL BE CONFINED TO PROPERTY OWNED BY THE PERMITTEE OR BY THE PARTY CONTRACTING WORK FROM THE PERMITTEE. D.THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, AND SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK WILL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE SPECIFIED.E.THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND SHALL AT ONCE REPORT TO THE ARCHITECT AND THE CONSTRUCTION MANAGER ANY ERROR, INCONSISTENCY, OR OMISSION THAT MAY BE DISCOVERED.F.THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL OR RUBBISH CAUSED BY THE CONTRACTOR'S OPERATIONS.G.PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE OF THE CONTEMPLATED WORK, AND VERIFY EXISTING AS BUILT CONDITIONS WHETHER OR NOT NOTED ON THE DRAWINGS.H.CLEAR THE CONTRACT WORK AREA ONLY. PROTECT EXISTING STRUCTURES, UTILITIES, TREES AND/OR NATURAL GROWTH WHICH ARE REQUIRED TO REMAIN.I.PROTECT ADJACENT PROPERTIES, UTILITIES, AND IMPROVEMENTS FROM DAMAGE; IF DAMAGE SHOULD OCCUR, RESTORE TO PREVIOUS EXISTING CONDITION AT NO COST TO THE OWNER.J.BARRICADE AND POST WARNING SIGNS AND LIGHTS ADJACENT TOOPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THE WORK.K.MAINTAIN ACCESS TO ADJACENT PROPERTIES AT ALL TIMES.L.USE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A NUISANCE TO THE PUBLIC, TO NEIGHBORS, AND OTHER WORK BEING PERFORMED ON OR NEAR THE SITE.M.DO NOT SCALE DRAWINGS.N.VERIFY ALL ROUGH-IN DIMENSIONS (HORIZONTAL AND VERTICAL) FOR ALL EQUIPMENT PROVIDED IN THE CONTRACT DOCUMENTS. VERIFY WITH THE OWNER'S REPRESENTATIVE THE SIZE, SHAPE AND UTILITY REQUIREMENTS OF EQUIPMENT PROVIDED BY OTHERS.O.PROVIDE FURRING AS REQUIRED TO CONCEAL MECHANICAL ANDELECTRICAL WORK IN ALL FINISHED AREAS.P.ALL DOORS LOCATED ADJACENT TO A PERPENDICULAR PARTITION AND NOT LOCATED BY DIMENSION ON PLANS, INTERIOR ELEVATIONS, OR DETAILS SHALL BE 4" FROM FACE OF STUD TO EDGE OF DOOR OPENINGS.Q.PENETRATIONS IN ASSEMBLIES REQUIRING PROTECTED OPENINGS SHALL BE FIRE-STOPPED. PRODUCTS AND METHODS FOR FIRE-STOPPING SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR APPROVAL PRIOR TO INSTALLATION.R.FLOOR ELEVATION REFERS TO THE TOP OF CONCRETE SLAB OR TOP OF FLOOR TOPPING UNLESS NOTED DIFFERENTLY ON CONTRACT DOCUMENTS.S.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, FITTING OR PATCHING THAT MAY BE REQUIRED TO COMPLETE THE WORK.T.REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL.U.WHENEVER THE WORD "CONTRACTOR" IS USED IN PLANS AND SPECIFICATIONS, IT SHALL ALSO MEAN ANY SUBCONTRACTOR, SUB-SUBCONTRACTOR, OR SUPPLIER ENGAGED BY THE CONTRACTOR FOR CERTAIN PORTION OF WORK.V.BUILDING TO BE TOTALLY PROTECTED BY AUTOMATIC FIRE SPRINKLER SYSTEM PER APPLICABLE NFPA STANDARD 13R AND ALL OTHER APPLICABLE STATE AND LOCAL CODES.W.THE FIRE ALARM SYSTEM SHALL AUTOMATICALLY TRANSMIT ALARMS TO AN APPROVED CENTRAL ALARM STATION. SUBMIT PLANS, CALCS, ETC. TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.X.PROVIDE SOLID BACKING FOR ALL ATTACHED HARDWARE RODS, HANDRAILS AND GRAB BARS.Y.PENETRATIONS OF FIRE-RESISTIVE WALLS AND PARTITIONS SHALL BE INACCORDANCE WITH IBC SECTION 714. OUTLET BOXES ON OPPOSITE SIDES OFWALLS AND PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCEOF AT LEAST 24 INCHES, UNLESS OTHERWISE NOTED.Z.PENETRATIONS OF FIRE-RESISTIVE CEILINGS (BY ELECTRICAL DEVICES) SHALL BE IN ACCORDANCE WITH IBC SECTION 714.4.AA.ALL SIGNAGE ADDRESSING ACCESSIBILITY SHALL BE IN ACCORDANCE WITH IBC SECTION 1111.BB.TESTING OF EMERGENCY LIGHTING IS REQUIRED. CONTRACTOR TO CALL FOR TESTING PRIOR TO FINAL INSPECTION (TESTING MUST BE BY DISCONNECTING MAIN).CC.THE USE OF ZINC OR COPPER AT EXTERIOR SURFACES EXPOSED TO THE WEATHER IS NOT PERMITTED. FLASHING, GUTTERS, FINISHES, AND OTHER EXPOSED METALS TO BE ANODIZED OR STAINLESS STEEL OR ALUMINUM OR OTHER FACTORY FINISHED METALS APPROVED FOR EXTERIOR USE.DD.PROVIDE FIRE DEPARTMENT KNOX KEY BOX AT ALL LOCKED STAIR & EXTERIOR EXIT/ENTRY DOORS. CONTACT LOCAL FIRE AUTHORITY TO ORDER KNOX BOXES AND COORDINATE INSTALLED LOCATIONS.EE.FIRE SAFETY DURING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BEIN ACCORDANCE WITH THE 2015 IFC.FF.PROVIDE FIREBLOCKING AND DRAFTSTOPPING PER IBC SECTION 718.GG.ALL APPLIANCES AND LIGHTING FIXTURES ARE TO BE ENERGY STAR RATEDWHERE READILY AVAILABLE.HH. ALL WALLS THAT REQUIRE TO HAVE PROTECTED OPENINGS OR PENETRATIONS NEEDS TO BE PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. PER IBC 703.4II.PROJECT CLOSE OUT DOCUMENTATION IS REQUIRED INCLUDING APPLICABLECALCULATIONS, WSEC ENVELOPE COMPLIANCE REPORTS, AND FENESTRATIONNFRC RATING CERTIFICATES.GENERAL NOTESUNIT SUMMARYSECTION 11065% OF DWELLING UNITS SHALL MEET ANSI A117.1 TYPE 'A' REQUIREMENTS100 UNITS (SITE WIDE) X .05 = 5 UNITS REQUIRED (5 UNITS PROVIDED).8963 SFBLDG B- 1ST FLRGROSS AR.8713 SFBLDG B- 2ND FLRGROSS AR8709 SFBLDG B- 3RD FLRGROSS AR.If= (F/P-0.25)W/30If= (216.75'/548.25' -0.25)27/30If= 0.126CLEAR FRONTAGE PERIMETER:216.75'TOTAL BUILDING PERIMETER:548.25'231' - 1"43' - 1 1/2"27' - 0"36' - 0 1/4"27' - 0"27' - 0"36' - 3 1/4"6' - 6"24' - 6"TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:51:38 PMB G002TMA12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsBUILDING CODEANALYSISRevision Schedule# DESCRIPTION DATEUNIT SCHEDULE - MASTER BLDG BRM. NO. NAME ACCESSIBILITY AREABLDG C -1ST FLOORB101 UNIT D1 1136 SFB102 UNIT C3 898 SFB103 UNIT C1HC 894 SFB104 UNIT B1 753 SFB105 UNIT B1 753 SFB106 UNIT C1 907 SFB107 UNIT B1 734 SFB108 UNIT D1 1136 SFBLDG C -2ND FLOORB201 UNIT D1 1136 SFB202 UNIT C2 946 SFB203 UNIT C1 907 SFB204 UNIT B1 734 SFB205 UNIT B1 734 SFB206 UNIT C1 907 SFB207 UNIT B1 734 SFB208 UNIT D1 1136 SFBLDG C -3RD FLOORB301 UNIT D1 1136 SFB302 UNIT C2 946 SFB303 UNIT C1 910 SFB304 UNIT B1 734 SFB305 UNIT B1 734 SFB306 UNIT C1 910 SFB307 UNIT B1 734 SFB308 UNIT D1 1136 SFUNIT TOTAL: 24 21684 SFBLDG. GROSS AREA BLDG BBLDG B- 1ST FLR GROSS AR. 8,963 SFBLDG B- 2ND FLR GROSS AR 8,713 SFBLDG B- 3RD FLR GROSS AR. 8,709 SF26,385 SF 1136 SFUNIT D1B101898 SFUNIT C3B102894 SFUNIT C1HCB103753 SFUNIT B1B104753 SFUNIT B1B105907 SFUNIT C1B106734 SFUNIT B1B1071136 SFUNIT D1B108SQUARE FTOCC. LOADFUNCTIONO.L.F.361S-2300SPRINKLE ROOMMAX. PATH OF COMMON EGRESS 99'-4"FEC1FEC1FEC1FEC1SQUARE FTOCC. LOADFUNCTIONO.L.F.7,443 38R-2200APARTMENTSQUARE FTOCC. LOADFUNCTIONO.L.F.19 1S-2300TELECOMEXTERIOR FACE OF GARAGE BUILDING 3 (UNDER SEPARATE PERMIT)YARDEXTERIOR EXIT STAIRWAYS MAY HAVE A MINIMUM FIRE SEPARATION DISTANCE LESS THAN 10' WHEN THE EXTERIOR WALLS AND OPENINGS OF AN ADJACENT BUILDING ARE PROTECTED IN ACCORDANCE WITH IBC SECTION 705 BASED ON FIRE SEPARATION DISTANCE (IBC 1027.5 (3))(DOES NOT MEET IBC DEFINITION OF 'COURT' AS IT IS ENCLOSED ON LESS THAN 3 SIDES, THEREFORE THE PROVISIONS OF IBC 1028.4 ARE NOT APPLICABLE)FIRE SEPARATION LINEEXTERIOR WALL DESIGN AT ADJACENT STRUCTURES: 1-HR FIRE RESISTANCE RATED WITH NO OPENINGS, TYPE V-B CONSTRUCTIONPROJECTION PERMITTED WITH 24" FIRE SEPARATION DISTANCE PER IBC TABLE 705.27' - 7 1/8"3"2' - 0"5' - 0"MAX. PATH OF COMMON EGRESS: 58' 10 7/8"MAX. PATH OF COMMON EGRESS:78' 10 1/4"MAX. PATH OF COMMON EGRESS:78' 10 1/4"MAX. PATH OF COMMON EGRESS 60'-2"AB1136 SFUNIT D1B201946 SFUNIT C2B202907 SFUNIT C1B203734 SFUNIT B1B204734 SFUNIT B1B205907 SFUNIT C1B206734 SFUNIT B1B2071136 SFUNIT D1B208SQUARE FTOCC. LOADFUNCTIONO.L.F.7,457 38R-2200APARTMENTFEC1FEC1FEC1FEC1MAX. PATH OF COMMON EGRESS 95'-4"MAX. PATH OF COMMON EGRESS:78' 10 1/4"MAX. PATH OF COMMON EGRESS:98' 3 3/8"MAX. PATH OF COMMON EGRESS 64'-2"LIFE SAFETY KEYNOTESREFER TO INDIVIDUAL PLANS FOR OCCUPANCY TYPE KEY1-HR FIRE PARTITION PER IBC 420.21-HR EXIT ENCLOSURE PERIBC 713FEC1FIRE EXTINGUISHER CABINET:3A40BC RATING, SEMI-RECESSED'SPRINKLER RISER' SIGNFIRE ALARM CONTROL PANEL'FACP' SIGNPATH OF EGRESS WITH OCCUPANT LOAD CALCULATION (CUMULATIVE WHERE APPLICABLE)100CODE REQUIRED SIGNAGE:EXITEXIT DISCHARGE LOCATIONDOOR TO BE EQUIPPED WITH PANIC EXIT DEVICEPAB1-HR EXTERIOR WALL PER IBC TABLE 602 DUE TO PROXIMITY TO FIRE SEPARATION LINE 1136 SFUNIT D1B301946 SFUNIT C2B302910 SFUNIT C1B303734 SFUNIT B1B304734 SFUNIT B1B305910 SFUNIT C1B306734 SFUNIT B1B3071136 SFUNIT D1B308SQUARE FTOCC. LOADFUNCTIONO.L.F.7,461 38R-2200APARTMENTFEC1FEC1FEC1FEC1MAX. PATH OF COMMON EGRESS 115'-4"MAX. PATH OF COMMON EGRESS 84'-2"MAX. PATH OF COMMON EGRESS:78' 10 1/4"MAX. PATH OF COMMON EGRESS:98' 3 3/8"TOTAL WALL AREA WITH 5' < 10' FIRE SEPARATION DISTANCE: 1,613 S.F.TOTAL UNPROTECTED OPENING AREA WITH 3' < 5' FIRE SEPARATION DISTANCE: 270 S.F.270 S.F. / 1,613 S.F. = 16.7% UNPROTECTED OPENINGS (25% PERMITTED PER IBC 705, THEREFORE OK)TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:52:06 PMB G003TMA12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsLIFE SAFETYDIAGRAMSRevision Schedule# DESCRIPTION DATE3/32" = 1'-0"A A501B G0031BLDG B -1ST FLOOR3/32" = 1'-0"A A501 B G0032BLDG B -2ND FLOOROCCUPANCY TABULATION BNAME AREAOCCUPANCYCLASS.OCCUPANCY USESF PEROCC.TOTALOCC.BLDG C -1ST FLOORSPRINKLEROOM36 SF S-2 Accessory Storage Areas, Mechanical Equipment Room 300 1TELECOM 19 SF S-2 Accessory Storage Areas, Mechanical Equipment Room 300 1APARTMENT 7,443 SF R-2 Residential 200 387,498 SF39BLDG C -2ND FLOORAPARTMENT 7,457 SF R-2 Residential 200 387,457 SF38BLDG C -3RD FLOORAPARTMENT 7,461 SF R-2 Residential 200 387,461 SF3822,416 SF1143/32" = 1'-0"A A501 B G0033BLDG B -3RD FLOORBLDG B - WEST - OPENING AREA AIR BARRIER & THERMAL ENVELOPEAIR BARRIER & THERMAL ENVELOPE AT CEILING/ROOFAIR BARRIER & THERMAL ENVELOPE AT FLOORWALL ENVELOPE: 808' PERIMETER X 9.83' HEIGHT = 7,943 SFFLOOR ENVELOPE: 7,784 SFPerimeter:Area:808'7,784 SFFLOORAIR BARRIER & THERMAL ENVELOPEAIR BARRIER & THERMAL ENVELOPE AT CEILING/ROOFAIR BARRIER & THERMAL ENVELOPE AT FLOORWALL ENVELOPE: 789' PERIMETER X 9.83' HEIGHT = 7,756 SFPerimeter:Area:789'7,787 SFAreaAIR BARRIER & THERMAL ENVELOPEAIR BARRIER & THERMAL ENVELOPE AT CEILING/ROOFAIR BARRIER & THERMAL ENVELOPE AT FLOORWALL ENVELOPE: 789' PERIMETER X 8.50' HEIGHT = 6,707 SFROOF ENVELOPE: 7,791 SFPerimeter:Area:789'7,791 SFROOFTRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt3/32" = 1’−0"12/17/2021 3:52:31 PMB G004TMA12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsENERGY CODEANALYSISRevision Schedule# DESCRIPTION DATE3/32" = 1'-0"A A501B G0041BLDG B -1ST FLOOR3/32" = 1'-0"A A501 B G0042BLDG B -2ND FLOOR3/32" = 1'-0"A A501 B G0043BLDG B -3RD FLOORLEVELWALL FLOOR ROOF/CEILING3RD FLOOR 6,707 0 7,7912ND FLOOR 7,756 0 1ST FLOOR 7,943 7,784TOTAL:13,288 7,784 7,791TOTAL BLDG THERMAL ENV. AREA: 37,981 SFMAX. ALLOWABLE AIR LEAKAGEOF BUILDING ENVELOPE: (37,981 x .35) 13,293.35 CFMAIR LEAKAGE RATE CALCULATIONS (SQ FT) TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt12/17/2021 3:52:42 PMB G005TMA12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsENERGY CODEANALYSISRevision Schedule# DESCRIPTION DATE VANVAN VAN6' - 6"4' - 6"27' - 5"45' - 2"17' - 6"70' - 10"23' - 3 5/8"26' - 0"16' - 0"5' - 6"77' - 9 3/8"22' - 0"5' - 0"22' - 0"5' - 0"40' - 0"24' - 0"6"5' - 0"R 9' - 6"R 9' - 6"24' - 0"56' - 0"5' - 6"6"19' - 11 1/2"16' - 6"5' - 0"5' - 0"22' - 0"26' - 0"27' - 0"R 25' - 6 7/32"2' - 0"6' - 6"45' - 1 1/2"5' - 0"20' - 0 3/8"30' - 0"98' - 10 1/8"50' - 0"20' - 0"45' - 11"4' - 6"21' - 0"67' - 6"61' - 5 1/4"8' - 0"1 3 ' - 4 "10' - 8"17' - 4"14' - 8"5' - 1 1/8"R 24' - 6"22' - 0"6' - 6"9' - 0"24' - 0 5/8"12' - 8"13' - 4"20' - 6"5' - 0"9' - 0"9' - 0"6"26' - 2 5/8"R 24' - 6"BUILDING ABUILDING BBUILDING C9' - 0"11' - 6"R 2 5 ' - 2 2 1 /3 2 "140' - 3 3/8"27' - 0"140' - 7"GARAGE 5SEPARATE PERMITGARAGE 1SEPARATE PERMITGARAGE 6SEPARATE PERMITGARAGE 2SEPARATE PERMITGARAGE 3SEPARATE PERMITGARAGE 4SEPARATE PERMITSEPARATE PERMITSEPARATE PERMIT1° 36' 54"892.88'SW88° 23' 06"282.00'NW1° 36' 54"636.99'NETYP.9' - 0"TYP.20' - 0"90' - 0"45' - 0"81' - 0"36' - 6"45' - 0"72' - 5 1/2"45' - 2"18' - 3"9' - 9 3/4"45' - 2"16' - 0"EVEVEV0102030405060807091011121314151617181920212223242526252730316160595857565510610510410210310110099545352515049484729373228383940426465666776757485849190898887868382816311511641629211410733 - 3643 - 4668 - 7393 - 9877 - 80108 - 113FEVFEVFEVELECTRIC VEHICLECHARGING STATIONFUTUREELECTRIC VEHICLECHARGING STATIONCARPORTSEPARATE PERMITCARPORTSEPARATE PERMITCARPORTSEPARATE PERMIT6' - 6"50' BUILDING SETBACK FROM ELEV. 242'6'-6" SETBACK6'-6" BUFFER1° 36' 54"892.88'SW1° 36' 54"636.99'NE88° 23' 06"282.00'NW87° 47' 52"100.62'SE87° 54' 35"158.48'NE3° 00' 32"247.26'NE86° 42' 10"17.23'SECBATRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:47:02 PMB A101TMB12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsARCHITECTURALSITE PLANRevision Schedule# DESCRIPTION DATE1" = 20'-0"A A501B A1012SITE PLAN - BUILDING B1" = 60'-0"A A501 B A1011SITE PLAN 1-60 - BUILDING BNORTHNORTH 1136 SFUNIT D1B101898 SFUNIT C3B102894 SFUNIT C1HCB103753 SFUNIT B1B104753 SFUNIT B1B105734 SFUNIT B1B107907 SFUNIT C1B1061136 SFUNIT D1B10838 SFSP. RISERB110231' - 1"1B A6011B A6011B A6021B A6021B A6031B A6031B A6041B A604B1B2B3B4B5B6B7B8B9BABBBC36' - 9 1/2"29' - 6"28' - 0"24' - 0"24' - 0"28' - 0"24' - 0"36' - 9 1/2"B A5021B A50221' - 6"1' - 6"5' - 0"1' - 6"3' - 2"24' - 11"14' - 11"43' - 0"24' - 0"19' - 0"4' - 4"3' - 6"231' - 1"3' - 6"5' - 4 1/2"AAAAAAAAAAAAAAAABIKKKIBBAAAAFFB1102' - 6"AAAAB10921 SFTELECOMB109B A6061U4U4U4U4U4 U4 U4U4W04W02W01W04W04W04W04W04W04W01W02W02W02W02W02W02W01W01W01bW01W01b8_ A906TYP.20_ A906Sim8_ A906TYP.20_ A906Sim8_ A906TYP.20_ A906Sim20_ A906Sim8_ A906TYP.B A6051Sim7' - 5 1/2"7' - 5 1/2"12' - 0"15' - 6"6' - 6 1/2"6' - 6 1/2"17' - 1 1/2"4' - 4"9' - 0"10' - 10"4' - 2"4' - 2"10' - 10"9' - 0"4' - 4"17' - 1 1/2"6' - 6 1/2"4' - 2"10' - 10"9' - 0"7' - 5 1/2"12' - 0"17' - 4"5' - 4 1/2"3' - 6"5' - 5"5' - 9"3' - 6"4' - 6"3' - 6"3' - 11"5' - 4 1/4"5' - 3"17' - 4"5' - 0"9' - 1 3/4"3' - 4"9' - 8 1/2"28' - 9"3' - 4"11' - 3 3/4"1' - 5"13' - 7"17' - 0"10' - 4"20' - 9"10' - 4"17' - 0"13' - 11 1/2"10' - 8 1/2"10' - 4"3' - 5"14' - 5 3/4"9' - 8 1/2"3' - 4"9' - 1 3/4"12' - 1 3/4"19' - 10"9' - 7 1/2"14' - 3 1/2"19' - 5 1/2"14' - 1 1/2"9' - 7 1/2"8' - 8 3/4"7' - 8 3/4"5' - 5 1/2"7' - 8 3/4"8' - 8 3/4"9' - 7 1/2"14' - 1 1/2"8' - 11 1/4"19' - 3 3/4"9' - 7 1/2"19' - 10"12' - 1 3/4"2' - 1"3' - 6"3' - 6"2' - 1"2' - 6"2' - 11 1/2"2' - 0"2' - 0"3' - 9"3' - 6"5' - 4 1/2"3' - 6"5' - 3"5' - 3"2' - 0"4' - 6"3' - 6"3' - 6"4' - 4"3' - 11"3' - 6"5' - 0"3' - 2"24' - 11"14' - 11"43' - 0"5' - 0"2' - 6"2' - 6"5' - 0"2' - 6"W01bW01W01W01W02W01W01W01W05W01W02W02W02W02FLOOR PLAN GENERAL NOTES:1. ALL DIMENSIONS ARE TO FACE OF FRAMING, FACE OF CONCRETE, CENTERLINE OF COLUMNS OR CENTERLINE OF ROUGH OPENINGS UNLESS NOTED OTHERWISE.2. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR CLARIFICATIONS.3. ALL NON-ORTHAGONAL WALLS ARE 45° UNLESS NOTED OTHERWISE.4. DOORS AND CASED OPENINGS INDICATED ADJACENT TO WALL INTERSECTIONS SHALL BE LOCATED WITH THE EDGE OF FINISHED OPENING SIX INCHES FROM THE ADJACENT WALL AT THE EXTERIOR AND FOUR INCHES FROM THE ADJACENT WALL AT INTERIOR LOCATIONS.5. SEE ENLARGED PLANS WHERE REFERENCED FOR ADDITIONAL DIMENSIONS AND CALLOUTS.6. SEE A400 SHEETS FOR REFLECTED CEILING PLANS.TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:47:11 PMB A201TMB12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsFIRST FLOORPLANRevision Schedule# DESCRIPTION DATE1/8" = 1'-0"A A501B A2011BLDG B - 1ST FLOOR 1/8" 1136 SFUNIT D1B201946 SFUNIT C2B202907 SFUNIT C1B203734 SFUNIT B1B204734 SFUNIT B1B205734 SFUNIT B1B207907 SFUNIT C1B2061136 SFUNIT D1B208231' - 1"1B A6011B A6011B A6021B A6021B A6031B A6031B A6041B A604B1B2B3B4B5B6B7B8B9BABBBC231' - 1"4' - 6"3' - 6"5' - 4 1/2"3' - 6"2' - 6"12' - 1 3/4"19' - 10"9' - 7 1/2"14' - 3 1/2"19' - 5 1/2"14' - 1 1/2"9' - 7 1/2"38' - 4 1/2"9' - 7 1/2"14' - 1 1/2"9' - 0 3/4"19' - 2 1/4"9' - 7 1/2"19' - 10"12' - 1 3/4"3' - 6"3' - 9"5' - 3"3' - 9 3/4"3' - 9 3/4"5' - 3"3' - 9"3' - 6"5' - 4"14' - 11"24' - 11"3' - 2"3' - 11"3' - 6"43' - 0"24' - 0"19' - 0"3' - 6"3' - 11"3' - 2"24' - 11"14' - 11"43' - 0"2' - 6"5' - 0"5' - 0"9' - 1 3/4"3' - 4"10' - 2"28' - 3 1/2"3' - 4"11' - 3 3/4"1' - 5"13' - 7"17' - 0"10' - 4"20' - 9"10' - 4"3' - 3 1/2"28' - 1 1/2"10' - 3"10' - 4"3' - 5"14' - 0 1/4"10' - 2"3' - 4"9' - 1 3/4"231' - 1"36' - 9 1/2"29' - 6"28' - 0"24' - 0"24' - 0"28' - 0"24' - 0"36' - 9 1/2"JJJJJJJJAAAAAAAAAAAAAAAAAAAABIKKKIBAAAAFAABF2' - 6"3' - 6"5' - 4 1/2"B A6062W04W01W03aW02W02W01W02W01W04W02W04W01W02W04W02W02W04W01bW04W02W02W01W018_ A906TYP.B A6052Sim8_ A906TYP.8_ A906TYP.8_ A906TYP.W0117' - 4"12' - 0"7' - 5 1/2"7' - 5 1/2"15' - 6"6' - 6 1/2"6' - 6 1/2"17' - 1 1/2"4' - 4"9' - 0"10' - 10"4' - 2"4' - 2"10' - 10"9' - 0"4' - 4"17' - 1 1/2"6' - 6 1/2"4' - 2"10' - 10"9' - 0"7' - 5 1/2"12' - 0"17' - 4"5' - 0"4' - 4"3' - 6"3' - 6"4' - 6"5' - 4 1/2"3' - 6"5' - 5"3' - 6"3' - 9"3' - 9"3' - 6"3' - 6"4' - 4"W02W02W02W01bW01bW01W01W01W01W01W01FLOOR PLAN GENERAL NOTES:1. ALL DIMENSIONS ARE TO FACE OF FRAMING, FACE OF CONCRETE, CENTERLINE OF COLUMNS OR CENTERLINE OF ROUGH OPENINGS UNLESS NOTED OTHERWISE.2. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR CLARIFICATIONS.3. ALL NON-ORTHAGONAL WALLS ARE 45° UNLESS NOTED OTHERWISE.4. DOORS AND CASED OPENINGS INDICATED ADJACENT TO WALL INTERSECTIONS SHALL BE LOCATED WITH THE EDGE OF FINISHED OPENING SIX INCHES FROM THE ADJACENT WALL AT THE EXTERIOR AND FOUR INCHES FROM THE ADJACENT WALL AT INTERIOR LOCATIONS.5. SEE ENLARGED PLANS WHERE REFERENCED FOR ADDITIONAL DIMENSIONS AND CALLOUTS.6. SEE A400 SHEETS FOR REFLECTED CEILING PLANS.TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:47:20 PMB A202TMB12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsSECOND FLOORPLANRevision Schedule# DESCRIPTION DATE1/8" = 1'-0"A A501B A2021BLDG B - 2ND FLOOR 1/8" 1136 SFUNIT D1B301946 SFUNIT C2B302910 SFUNIT C1B303734 SFUNIT B1B304734 SFUNIT B1B305734 SFUNIT B1B307910 SFUNIT C1B3061136 SFUNIT D1B308231' - 1"5' - 2"37' - 10"1B A6011B A6011B A6021B A6021B A6031B A6031B A6041B A604B1B2B3B4B5B6B7B8B9BABBBC14' - 11"24' - 11"3' - 2"3' - 6"3' - 11"24' - 0"19' - 0"3' - 6"4' - 6"5' - 4 1/2"3' - 6"3' - 6"3' - 9"5' - 3"3' - 9 3/4"3' - 6"3' - 9"3' - 9"3' - 6"3' - 9"3' - 6"12' - 1 3/4"19' - 10"9' - 7 1/2"14' - 3 1/2"19' - 5 1/2"14' - 1 1/2"9' - 7 1/2"38' - 4 1/2"9' - 7 1/2"14' - 1 1/2"19' - 2 1/4"9' - 7 1/2"19' - 10"12' - 1 3/4"231' - 1"3' - 2"24' - 11"3' - 6"3' - 11"14' - 1 3/4"3' - 4"26' - 3 3/4"13' - 8 1/2"3' - 3 1/2"10' - 4"10' - 4 1/2"10' - 4 1/2"10' - 4"3' - 3 1/2"13' - 8 1/2"14' - 5"10' - 3"10' - 4"36' - 9 1/2"29' - 6"28' - 0"24' - 0"24' - 0"28' - 0"24' - 0"36' - 9 1/2"1' - 6"3' - 2"5' - 0"JJJJJJJJAAAAAAAAAAAAAAAAAAAABIKKKIBBAAAAFAAF9' - 0 3/4"3' - 6"5' - 4 1/2"5' - 4 1/2"3' - 6"9' - 1 3/4"3' - 4"10' - 2"14' - 1 3/4"3' - 5"14' - 0 1/4"10' - 2"3' - 4"9' - 1 3/4"B A606343' - 0"8_ A906TYP.8_ A906TYP.8_ A906TYP.8_ A906TYP.B A6053SimW04W02W02W04W01W02W04W04W02W04W04W04W01W01bW02W02W02W02W01W0117' - 4"12' - 0"7' - 5 1/2"7' - 5 1/2"15' - 6"6' - 6 1/2"6' - 6 1/2"17' - 1 1/2"4' - 4"9' - 0"10' - 10"4' - 2"4' - 2"10' - 10"13' - 4"17' - 1 1/2"6' - 6 1/2"4' - 2"10' - 10"9' - 0"7' - 5 1/2"12' - 0"17' - 4"4' - 4"3' - 6"3' - 6"4' - 4"4' - 6"3' - 6"W01bW01bW01W01W01W01W01W01W02W02W02W02W01W01FLOOR PLAN GENERAL NOTES:1. ALL DIMENSIONS ARE TO FACE OF FRAMING, FACE OF CONCRETE, CENTERLINE OF COLUMNS OR CENTERLINE OF ROUGH OPENINGS UNLESS NOTED OTHERWISE.2. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR CLARIFICATIONS.3. ALL NON-ORTHAGONAL WALLS ARE 45° UNLESS NOTED OTHERWISE.4. DOORS AND CASED OPENINGS INDICATED ADJACENT TO WALL INTERSECTIONS SHALL BE LOCATED WITH THE EDGE OF FINISHED OPENING SIX INCHES FROM THE ADJACENT WALL AT THE EXTERIOR AND FOUR INCHES FROM THE ADJACENT WALL AT INTERIOR LOCATIONS.5. SEE ENLARGED PLANS WHERE REFERENCED FOR ADDITIONAL DIMENSIONS AND CALLOUTS.6. SEE A400 SHEETS FOR REFLECTED CEILING PLANS.TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:47:28 PMB A203TMB12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsTHIRD FLOORPLANRevision Schedule# DESCRIPTION DATE1/8" = 1'-0"A A501B A2031BLDG B - 3RD FLOOR 1/8" ATTIC VENTINGVENTING CALCULATION NOTES:1. Calculations based on the requirements of the 2018 I.R.C. section R806.2.2. Jack vents shall provide minimum 92 sq. in. net free area (based on norwesco AF-92), or number of jack vents shall be increased to achieve equal net free area.3. Eave vents shall provide minimum 7.5 sq. in. net free area per lineal foot (based on (3) 2" dia. vent holes with 1/8 mesh screen per 24" truss bay).1B A6011B A6021B A6031B A604B1B2B3B4B5B6B7B8B9BABBBC1198 SFZONE A1034 SFZONE B1000 SFZONE C823 SFZONE D823 SFZONE E1001 SFZONE F818 SFZONE G1198 SFZONE HD.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"D.S.18' -9"13' -2"13' -2"18' -3 1/2"13' -1 1/4"18' -3 1/2"18' -9"26' -5"13' -2 5/8"27' -1 5/8"18' -3 1/2"9' -9"23' -0"23' -0"12' -6 1/4"18' -9"13' -3"13' -0"18' -8 3/4"18' -8 1/8"13' -0"18' -4"18' -4"13_ A907Sim12_ A907Sim5_ A907TYP.11' -6"8' -8"D.S.D.S.3' - 0 1/2"10' - 3 1/4"27' - 6 1/4"2' - 6"2' - 7 1/8"14' - 11"9" / 12"9" / 12"9" / 12"9" / 12"4" / 12"4" / 12"ROOFBELOWROOFBELOWROOFBELOWROOFBELOW4" / 12"4" / 12"2' - 0"12' - 7"12' - 7"12' - 7"12' - 7"16' - 6 3/8"107' - 8"19' - 6 3/8"2' - 0"10 1/4"2' - 6 1/8"1' - 3 1/8"1' - 3"11"1' - 7"ROOF BELOW11"2' - 6 1/2"1' - 3 1/8"2' - 5 3/4"DRAFTSTOP. TYP.4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"3' - 6"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"1' - 1 3/8"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"7' - 5 1/2"TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:47:36 PMB A204TMB12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsROOF PLANRevision Schedule# DESCRIPTION DATE1/8" = 1'-0"A A501B A2041BLDG B - ROOF PLANUNIT GROSS ATTIC AREA REQUIRED VENT AREAZONE A 1198 SF 575 in²ZONE B 1034 SF 496 in²ZONE C 1000 SF 480 in²ZONE D 823 SF 395 in²ZONE E 823 SF 395 in²ZONE F 1001 SF 481 in²ZONE G 818 SF 392 in²ZONE H 1198 SF 575 in²VENT TYPE TOTAL L.F.EAVEVENTNFAMultiplierJACKVENTJackVentAreaNET FREEVENT AREAPROVIDED0' - 0" 0 in² 7.5 in² 8 737 in² 737.3 in²EAVE - STRIPVENT306' - 1 1/4" 2296in²7.5 in² 0 0 in² 2295.8 in²RIDGE VENT 151' - 4 5/8" 0 in² 7.5 in² 0 0 in² 0.0 in²ZONE A 18' - 9" 141 in² 7.5 in² 0 0 in² 140.6 in²ZONE B 13' - 2" 99 in² 7.5 in² 0 0 in² 98.8 in²ZONE C 13' - 2" 99 in² 7.5 in² 0 0 in² 98.8 in²ZONE F 13' - 1 1/4" 98 in² 7.5 in² 0 0 in² 98.3 in²ZONE H 18' - 9" 141 in² 7.5 in² 0 0 in² 140.6 in² LIVING/DININGKITCHENLAUNDRYBATH- 1CL.BEDROOM - 1CL.PANTRYDECK/PATIOWHBA70212BA7031U3U1U7U2U2U7U7U7734 SFUNIT B1B204JTB-1WCTPD-1MR-1LAV-1T/S-1W06W05W06W06W06W06W06W06W05ENTRYREF-1DW-1RNG-1SK-15' - 2"13' - 10"5' - 1 1/2"7' - 3"3' - 1 1/2"6' - 0"19' - 0"21' - 6"40' - 6"4' - 9 3/4"19' - 2 1/4"5 1/2"16' - 5"2' - 9"7' - 5"11' - 11 5/8"39' - 0"1' - 6"4"2' - 11 1/2"10' - 4"6' - 2 1/2"3' - 10"4"4"23' - 4"4"3' - 2 3/4"6' - 5"2' - 7"6' - 2"2' - 1 1/2"2' - 1 1/2"5' - 11"2' - 5 1/2"2' - 6 1/2"4' - 9 3/4"11' - 11 1/4"3' - 6"3' - 9"24' - 0"24' - 0"W/D-1PATIOU3U43' - 3 1/2"10' - 4"2' - 10"7' - 6 7/8"3' - 8 1/8"5' - 2"2' - 5 1/2"2' - 6 1/2"14' - 1"14' - 1"BA7028BA703493WHBEDROOM - 2LIVING/DININGLAUNDRYCL.BATH - 1KITCHENBEDROOM - 1CLPATIO894 SFUNIT C1HCB10356107U1bU4U2U11U2U11U2U8U7U9SK-1DW-2RNG-2REF-2TPD-1MR-1LAV-1TB-1W06W06W06W05W06W06W06W06W065' - 0"4' - 11"3' - 9 3/4"2' - 9"2' - 6"3' - 6"5' - 4 1/2"19' - 0"24' - 0"10' - 9 1/2"2' - 7"5' - 7 1/2"2' - 2 1/2"10' - 4"11' - 5 1/2"43' - 0"3' - 4"5' - 0"2' - 8"3' - 0 3/4"7' - 9 1/4"1' - 7 1/2"1' - 7 1/2"7' - 6 1/2"3' - 2 1/2"2' - 7"6' - 5"3' - 8 1/2"8' - 4 1/2"T/S-2WCGB-2GB-3GB-13' - 0"2' - 1"1' - 2"4' - 5"ENTRYMW-20"7' - 11 3/8"9' - 3 5/8"6' - 5"4' - 0"4"17' - 3"10' - 9"28' - 0"4"8' - 8 3/4"14' - 1 1/2"4' - 5 3/4"4"28' - 0"U3U7907 SFUNIT C1B20611' - 5 1/2"9' - 4"3' - 2 1/2"5' - 7 1/2"2' - 7"10' - 4"5' - 4 1/2"3' - 6"5' - 3"3' - 9 3/4"4' - 11"4"2' - 1"3' - 1 1/4"32' - 11 3/8"5' - 0"4"4' - 0"6' - 5"2' - 11 1/2"13' - 11 1/2"2 3/4"27' - 10 3/4"8' - 2 1/2"6' - 6"4' - 8 1/2"8' - 2 1/2"5' - 2"3' - 9"3' - 11"3' - 4"3 1/2"1' - 4"3' - 6 1/2"4' - 2"3' - 8"3' - 2 1/2"2' - 3"43' - 1 1/2"42' - 6 1/2"23' - 2 1/4"W01W04W06W06W02W01W06W06W05W07W04LIVING/DININGKITCHENLAUNDRYBATH - 1BEDROOM - 1CLDECK/PATIOENTRYCLJAAIFU1U2U10U2U10U2U8U7U9U3BA702BA7033Sim4Sim5Sim6Sim2SimWCT/S-1TB-1LAV-1MR-1WCWHRNG-1SK-1DW-1REF-1BEDROOM - 28' - 0"PATIO2' - 5 1/2"2' - 6 1/2"2' - 9 1/2"8' - 2 1/2"6' - 6 1/2"3' - 3"13' - 11 1/2"4"17' - 6 1/2"5' - 5 1/2"17' - 6 1/2"U3 U4UNIT PLAN GENERAL NOTES:1. DO NOT SCALE DRAWINGS2. PLAN DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE, CENTERLINE OF COLUMN, OR CENTERLINE OF ROUGH OPENINGS, UNLESS NOTED OTHERWISE. CONTACT ARCHITECT FOR CLARIFICATIONS.3. DOORS AND CASED OPENINGS INDICATED ADJACENT TO WALL INTERSECTIONS SHALL BE LOCATED WITH THE EDGE OF FINISH OPENING 4" FROM THE ADJACENT WALL 4. SEE A800 SERIES SHEETS FOR DOOR, WINDOW & WALL SCHEDULES5. INSTALL BLOCKING FOR GRAB BARS IN ALL BATHROOM WALLS SURROUNDING WATER CLOSET, BATHTUB AND SHOWERS; REFER TO SHEETS A701 & A702.6. FLOOR FINISH TO CONTINUE UNDER ALL REMOVEABLE CASEWORK AND OPEN BELOW WORK SURFACES AT TYPE 'A' UNITS.7. SEE 14,15,19 / A907 FOR FIRESTOPPING AT PLUMBING FIXTURES.TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:47:45 PMB A301TMB12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsUNIT PLANSRevision Schedule# DESCRIPTION DATE1/4" = 1'-0"A A501B A3011UNIT B11/4" = 1'-0"A A501 B A3011aFIRST FLOOR PATIO1/4" = 1'-0"A A501 B A3013UNIT C1HC1/4" = 1'-0"A A501 B A3012UNIT C1 - BLDG B1/4" = 1'-0"A A501 B A3014UNIT C1-PATIO - BLDG BMARKBASIS OFDESIGNDESCRIPTIONMFR MODELDW-1 TBD MODEL 24" dishwasherDW-2 TBD TBD 24" dishwasher, 32"height, Type A UnitsFAU-1 SEE PLUMBING Pull Out Kitchen FaucetFEC1 TBD TBD Fire Extinguisher Cabinet,semi-recessedGB-1 TBD TBD 18" Vertical Grab barGB-2 TBD TBD 36" Grab barGB-3 TBD TBD 42" Grab barLAV-3 SEE PLUMBING Wall-Mount Lavatory,ANSI A117.1 / ADAcompliantMR-1 TBD TBD Wall MirrorMW-1 TBD TBD Microwave/ Exhaust HoodMW-2 TBD TBD Countertop MicrowavePTW-1 BOBRICK B-38032 Semi-RecessedCombination Towel andWaste UnitREF-1 TBD TBD RefrigeratorREF-2 TBD TBD RefrigeratorRH-1 MFR TBD 30" range hoodRNG-1 TBD TBD 30" residential drop-inrangeRNG-2 TBD TBD 30" residential drop-inrange, Type A UnitsSCD-1 BOBRICK B-301 Recessed Seat CoverDispenserSD-1 BobrickWashroomEquipment, Inc.B-2012 Bobrick Automatic WallMounted Liquid SoapDispenser - B-2012SK-1 SEE PLUMBING Undermount 17x22 S.S.Single Bowl SinkSN-1 BobrickWashroomEquipment, Inc.B-254 Bobrick B-254 SurfaceMounted Sanitary NapkinDisposalT/S-1 SEE PLUMBING Tub/ShowerT/S-2 MAAX TSTEA PLUS Tub/ShowerTB-1 TBD TBD 24" towel barTPD-1 MFR MODEL surface mount t.p. disp.W/D-1 TBD TBD Standard Top-Load W/DW/D-2 TBD TBD ADA Front-Load onPedistals W/DWC SEE PLUMBING Water ClosetWH-1 SEE PLUMBING Water Heater DECKWHLIVINGDININGCL.LAUNDRYBATH - 2BATH -1PANTRYKITCHENBEDROOM - 1BEDROOM - 2BA7037BA7038BA70211BA702128 1/2"11' - 3 3/4"3' - 4"14' - 0 1/4"1 1/2"10' - 11 1/2"10' - 5 1/2"2' - 7"17' - 6"1' - 6"4"10' - 0 3/4"2' - 9"11' - 6 1/2"4' - 5 3/4"4"29' - 6"29' - 6"11' - 11"7' - 10 3/8"12' - 9 1/8"5' - 5 1/2"5' - 0"43' - 0"43' - 0"2' - 6 1/2"2' - 5 1/2"6' - 1"6' - 5"4' - 8 1/2"2' - 4 7/8"3' - 2 1/2"6' - 0"3' - 9 3/8"2"3' - 5 1/2"4' - 11 1/2"5' - 4 1/2"3' - 2 1/2"2' - 7"3' - 5"5' - 4 1/2"6' - 4"5' - 6"10 3/4"2' - 9"3' - 9"2' - 1"4' - 1"3' - 5"T/S-1WCLAV-1TPD-1MR-1T/S-1TPD-1WCLAV-1MR-1T/S-1REF-1RNG-1DW-1SK-1W06W01bW06W01bW06W05W06W05W06W06W06W06W06W05W06W06W01bW04TB-1TB-1U3U1U2U2U12U12U8U2U9U7U2ENTRYJW/D-1SH-2SH-2PATIOWHBEDROOM - 2CLLIVING/DININGKITCHENPANTRYBEDROOM - 1LNDRY.BATH - 1CA7039BA7039BA70213BA702144"13' - 9 3/4"3' - 4"11' - 3 3/4"8 1/2"9' - 8 1/2"13' - 4 1/8"14' - 6"5' - 5 1/2"4"4' - 5 3/4"2' - 9 1/2"11' - 6"10' - 0 3/4"4"12' - 5 1/2"10' - 1 1/2"1' - 5"5' - 4 1/4"12' - 1 3/4"1' - 6"43' - 0"29' - 6"43' - 0"2' - 5 1/2"2' - 6 1/2"6' - 6"2' - 3 1/2"5' - 0 1/2"5' - 3 1/4"3' - 8"3' - 8 1/4"2' - 6 1/2"6' - 11"3' - 8"6' - 3"4' - 0 1/2"2' - 5"LAV-1WCT/S-1TPD-1MR-1DW-1SK-1REF-1RNG-129' - 6"W06W06W06W05W06W05W06W06W06W06W05W06W06W01bW06900 SFUNIT C3C103TB-1U3U1C106U4U2U2U7U2U11U6U9U10W/D-1SH-2SH-2SH-2SH-2SH-2CLCLBA70310BA70311BA70215BA70216DECKLIVING AREADININGCLPANTRYENTRYBATH - 2BEDROOM - 21136 SFUNIT D1B201BEDROOM - 1BEDROOM - 3LNDRYBATH - 1KITCHENCLCLCLU1U2U2U2U2U2U5U11U11U6U9U10U3W06W06W06W05W05W06W06W05W06W06W06W06W01W06W06TPD-1WCLAV-1MR-1T/S-1WH-1LAV-1T/S-1WCTPD-1MR-1TB-1TB-1RNG-1DW-1SK-1FAU-1REF-14' - 4"3' - 6"3' - 8 3/4"7"5' - 7 1/2"2' - 8 1/2"3' - 6"3' - 6"4' - 6"12' - 1 3/4"19' - 10"17' - 0 1/2"0"24' - 5 1/2"4' - 5"7' - 4 1/2"12' - 8"5' - 2"9' - 9"3' - 11"3' - 6"3' - 9 1/2"2' - 5 1/2"11' - 3"3' - 4"4' - 10 1/4"5' - 3 3/4"6' - 8 1/4"7' - 1 1/2"9' - 1 3/4"13' - 6"14' - 1 3/4"14' - 11"24' - 11"43' - 0"36' - 9 1/2"41' - 6"1' - 7 3/4"3' - 2"4' - 9 3/4"36' - 9 1/2"4"3' - 5"2' - 5 1/2"2' - 6 1/2"2' - 3"4' - 0"5' - 5"5' - 11 3/4"4' - 11"1' - 2"3' - 10 1/2"2' - 5 1/2"7' - 8 1/2"1' - 11"9' - 4 1/2"4' - 11 1/2"7' - 3"3' - 4 1/2"2' - 7"5' - 7"4' - 1"W/D-1F02SH-2SH-2SH-2SH-2SH-2SH-21' - 0"PATIOU3U43' - 4"10' - 2"2' - 5"2' - 2 5/8"6' - 0"2' - 4 7/8"5' - 5 1/2"13' - 0 1/2"13' - 6"1' - 7 3/4"3' - 11 1/2"5' - 7 1/4"2' - 6 1/2"2' - 5 1/2"PATIO8 1/2"11' - 3 3/4"3' - 4"5' - 5 1/2"2' - 1"2' - 11"15' - 2 1/4"15' - 4 1/4"U3U4UNIT PLAN GENERAL NOTES:1. DO NOT SCALE DRAWINGS2. PLAN DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE, CENTERLINE OF COLUMN, OR CENTERLINE OF ROUGH OPENINGS, UNLESS NOTED OTHERWISE. CONTACT ARCHITECT FOR CLARIFICATIONS.3. DOORS AND CASED OPENINGS INDICATED ADJACENT TO WALL INTERSECTIONS SHALL BE LOCATED WITH THE EDGE OF FINISH OPENING 4" FROM THE ADJACENT WALL 4. SEE A800 SERIES SHEETS FOR DOOR, WINDOW & WALL SCHEDULES5. INSTALL BLOCKING FOR GRAB BARS IN ALL BATHROOM WALLS SURROUNDING WATER CLOSET, BATHTUB AND SHOWERS; REFER TO SHEETS A701 & A702.6. FLOOR FINISH TO CONTINUE UNDER ALL REMOVEABLE CASEWORK AND OPEN BELOW WORK SURFACES AT TYPE 'A' UNITS.7. SEE 14,15,19 / A907 FOR FIRESTOPPING AT PLUMBING FIXTURES.TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:47:57 PMB A302TMB12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsUNIT PLANSRevision Schedule# DESCRIPTION DATE1/4" = 1'-0"A A501B A3021UNIT C2 - BLDG B1/4" = 1'-0"A A501 B A3022UNIT C3 - BLDG B1/4" = 1'-0"A A501 B A3023UNIT D1 - BLDG B1/4" = 1'-0"A A501 B A3023aFIRST FLOOR PATIO1/4" = 1'-0"A A501 B A3021aFIRST FLOOR PATIOMARKBASIS OFDESIGNDESCRIPTIONMFR MODELDW-1 TBD MODEL 24" dishwasherDW-2 TBD TBD 24" dishwasher, 32"height, Type A UnitsFAU-1 SEE PLUMBING Pull Out Kitchen FaucetFEC1 TBD TBD Fire Extinguisher Cabinet,semi-recessedGB-1 TBD TBD 18" Vertical Grab barGB-2 TBD TBD 36" Grab barGB-3 TBD TBD 42" Grab barLAV-3 SEE PLUMBING Wall-Mount Lavatory,ANSI A117.1 / ADAcompliantMR-1 TBD TBD Wall MirrorMW-1 TBD TBD Microwave/ Exhaust HoodMW-2 TBD TBD Countertop MicrowavePTW-1 BOBRICK B-38032 Semi-RecessedCombination Towel andWaste UnitREF-1 TBD TBD RefrigeratorREF-2 TBD TBD RefrigeratorRH-1 MFR TBD 30" range hoodRNG-1 TBD TBD 30" residential drop-inrangeRNG-2 TBD TBD 30" residential drop-inrange, Type A UnitsSCD-1 BOBRICK B-301 Recessed Seat CoverDispenserSD-1 BobrickWashroomEquipment, Inc.B-2012 Bobrick Automatic WallMounted Liquid SoapDispenser - B-2012SK-1 SEE PLUMBING Undermount 17x22 S.S.Single Bowl SinkSN-1 BobrickWashroomEquipment, Inc.B-254 Bobrick B-254 SurfaceMounted Sanitary NapkinDisposalT/S-1 SEE PLUMBING Tub/ShowerT/S-2 MAAX TSTEA PLUS Tub/ShowerTB-1 TBD TBD 24" towel barTPD-1 MFR MODEL surface mount t.p. disp.W/D-1 TBD TBD Standard Top-Load W/DW/D-2 TBD TBD ADA Front-Load onPedistals W/DWC SEE PLUMBING Water ClosetWH-1 SEE PLUMBING Water Heater B1B2B3B4B5B6B7B8B91136 SFUNIT D1B101898 SFUNIT C3B102894 SFUNIT C1HCB103753 SFUNIT B1B104753 SFUNIT B1B105907 SFUNIT C1B106734 SFUNIT B1B1071136 SFUNIT D1B108BABBBC38 SFSP. RISERB110+COSDSDSDSDSDSD+COSD+COSD+COSD+COSDSDSDSD+COSDSDSDSDSDF3F1F1F1F1U5U6U1U1U1U1U1 U1U6U5U5U6U1U1U1U1U1U1U1U1F1U1U1U6U5U5U6U1U1U1U1U1 U1U1U1F1U1 U1F1U6U1U1U1U1U1 U1U1U1U1U1U5F1U6U1U1U1U1U1U1U1U1U1U1U5F1U6U1U1U1U1U1U1U1U5F1U6U1U1U1U5U1U1+COSDU1U1U1U1+COSDSD SDSDU1U1U1U1U1U1U1U1U1U1U1UUUU1 U1UUUU1 U1F1UU1U1 U1UUUUU1 U1UUU5U1UU1U6UF1F02F4F4F4F4F4F4F4F4F4B1B2B3B4B5B6B7B8B91136 SFUNIT D1B201946 SFUNIT C2B202907 SFUNIT C1B203734 SFUNIT B1B204734 SFUNIT B1B205907 SFUNIT C1B206BABBBCSDSDSD+CO734 SFUNIT B1B2071136 SFUNIT D1B208+COSDSD SDSDSD+COSDSD SD+COSD+COSDSD SD+COSDSDSD+COSDSDSD+COSDSDF2F2F2F2F1F1U6U1U1U1U1U1U1U1U1U1U1U5U5U5U6U1U1U6U1U1U1U1F1U6U5U5U6U1U1U1U1U1U1U1U1F1U1U1U6U5U5U6U1U1U1U1 U1 U1U1U1F1U1 U1U6U1U1U1U1U1 U1U1U1U1U1U5U1U1U1U1U1F1F2F1F1F1F2F1F2F1F1F2U1 U1U1U1U1U1U1F02UUUU1U1F02UUU1 U1UUU1U1UU1U1UUU1U1UUUF02UU1U1U1U1U1U1F02U6U5U1F1F1F1U6U5UU1U1U6U5A.F.F.8' - 0"U1U1U1U1F1U1U1U1U1U1F4F4F4F4F4F4F4FILLMARK / DESCRIPTIONHEIGHT (A.F.F.)NON-RATED, PAINTED GYPSUM WALLBOARD SOFFITING OVER LTGA. FURRINGAS NOTEDPAINTED GYPSUM WALLBOARD AT UNDERSIDE OF FRAMINGPAINTED FIBER CEMENT SOFFITING1. CEILING HEIGHTS NOTED ARE MEASURED FROM FINISHED FLOOR TO UNDERSIDE OF FINISHED MATERIAL U.N.O.2. SEE SHEET A970 FOR TYPICAL CEILING INSTALLATION NOTES & DETAILS3. SEE FINISH SCHEDULE FOR FINISH SPECIFICS4. FURRED SOFFITS ABOVE KITCHEN WALL CABINETS SHALL BE 15" WIDTH UNLESS INDICATED OTHERWISE.5. FURRED SOFFITS ABOVE KITCHEN WALL CABINETS SHALL BE 7'-0" A.F.F.6. FURRED SOFFITS ABOVE UNIT ENTRIES SHALL BE 7'-7" A.F.F.7. FURRED SOFFITS IN ALL OTHER AREAS, OTHER THAN LISTED IN NOTES #5 & #6 ABOVE, SHALL BE 7'-7" A.F.F., UNLESS NOTED OTHERWISE. 8. SEE CODE SUMMARY FOR REQUIREMENTS FOR CONCEALED AND EXPOSED INSULATION. INSULATION TO HAVE A FLAME SPREAD INDEX OF NO MORE THAN 25 AND SMOKE SPREAD INDEX OF NO MORE THAN 450.9.EXHAUST HOOD TERMINATION. SEE EXTERIOR ELEVATIONS FOR ALIGNMENT WITH ROOF GABLES & ACCENT BRACKETS.NOTESLIGHT FIXTURE SCHEDULEGYPSUM WALLBOARDUNDERSIDE OFSTRUCTUREUNDERSIDE OFSTRUCTURECEILING TYPE SCHEDULESYMBOLDESCRIPTIONMISC. CEILING ELEMENT SCHEDULESDHIGH EFFICIENCY EXHAUST FAN110v INTERCONNECTED SMOKE DETECTOR WITH BATTERY BACKUPLocate at each sleeping room+COSDCFM. / MFR./ MODEL PER MECHANICAL110v INTERCONNECTED COMBINATION SMOKE DETECTOR & CARBON MONOXIDE DETECTOR WITH BATTERY BACKUPLocate outside sleeping roomsMFR./ MODEL PER ELECTRICALMFR./ MODEL PER ELECTRICAL1TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt1/8" = 1’−0"12/17/2021 3:48:19 PMB A401TMB12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsREFLECTEDCEILING PLANRevision Schedule# DESCRIPTION DATE1/8" = 1'-0"A A501B A4011BUILDING B -1ST FLOOR REFLECTED CEILING PLAN1/8" = 1'-0"A A501 B A4012BUILDING B -2ND FLOOR REFLECTION CEILING PLANMARKDESCRIPTIONBASIS OF DESIGNMFR. MODELCEILING MOUNTF1 5" Slimsurface LED DownlightTBD S5R830K7F2 Wall Sconce TBD TBDF3 4' Lensed LED Striplight TBD TBDF4 Wall Pack Light TBD TBDU Unit Flushmount Bowl TBD TBDU1 5" Slimsurface LED DownlightTBD S5R830K7U5 Unit Vanity Light TBD TBDU6 Unit Light/Fan Combo TBD TBD B1B2B3B4B5B6B7B8B9BABBBC1136 SFUNIT D1B308734 SFUNIT B1B307910 SFUNIT C1B306734 SFUNIT B1B305734 SFUNIT B1B304910 SFUNIT C1B303946 SFUNIT C2B3021136 SFUNIT D1B301+COSDSDSDSDSDSD+COSD+COSDSD SD+COSDSDSD+COSD+COSDSD+COSDSD+COSDSD SDSDSDF1F1F1F2F2F2U5U5U6U1U1U6U1U1U1U1F1U6U5U5U6U1U1U1U1U1U1U1U1F1U1U1U6U5U5U6U1U1U1U1U1 U1U1U1F1U1 U1F1U6U1U1U1U1U1 U1U1U1U1U1U5F1U6U1U1U1U1U1U1U1U1U1U1U5F1U6U1U1U1U1U1U1U1U1U1U1U5U1U1U1 U1U1F2R01R01UUUUUUU1U1U1 U1U1U1U1U1 U1U1U1UU1U5U6UUU1UU1U1U6U5UUU1U1U1U1U1U1UU1U1UUU1U1F1F1F1A.F.F.9' -0"A.F.F.9' -0"A.F.F.9' -0"A.F.F.9' -0"22x30ATTICACCESS22x30ATTICACCESS22x30ATTICACCESS22x30ATTICACCESSFILLMARK / DESCRIPTIONHEIGHT (A.F.F.)NON-RATED, PAINTED GYPSUM WALLBOARD SOFFITING OVER LTGA. FURRINGAS NOTEDPAINTED GYPSUM WALLBOARD AT UNDERSIDE OF FRAMINGPAINTED FIBER CEMENT SOFFITING1. CEILING HEIGHTS NOTED ARE MEASURED FROM FINISHED FLOOR TO UNDERSIDE OF FINISHED MATERIAL U.N.O.2. SEE SHEET A970 FOR TYPICAL CEILING INSTALLATION NOTES & DETAILS3. SEE FINISH SCHEDULE FOR FINISH SPECIFICS4. FURRED SOFFITS ABOVE KITCHEN WALL CABINETS SHALL BE 15" WIDTH UNLESS INDICATED OTHERWISE.5. FURRED SOFFITS ABOVE KITCHEN WALL CABINETS SHALL BE 7'-0" A.F.F.6. FURRED SOFFITS ABOVE UNIT ENTRIES SHALL BE 7'-7" A.F.F.7. FURRED SOFFITS IN ALL OTHER AREAS, OTHER THAN LISTED IN NOTES #5 & #6 ABOVE, SHALL BE 7'-7" A.F.F., UNLESS NOTED OTHERWISE. 8. SEE CODE SUMMARY FOR REQUIREMENTS FOR CONCEALED AND EXPOSED INSULATION. INSULATION TO HAVE A FLAME SPREAD INDEX OF NO MORE THAN 25 AND SMOKE SPREAD INDEX OF NO MORE THAN 450.9.EXHAUST HOOD TERMINATION. SEE EXTERIOR ELEVATIONS FOR ALIGNMENT WITH ROOF GABLES & ACCENT BRACKETS.NOTESLIGHT FIXTURE SCHEDULEGYPSUM WALLBOARDUNDERSIDE OFSTRUCTUREUNDERSIDE OFSTRUCTURECEILING TYPE SCHEDULESYMBOLDESCRIPTIONMISC. CEILING ELEMENT SCHEDULESDHIGH EFFICIENCY EXHAUST FAN110v INTERCONNECTED SMOKE DETECTOR WITH BATTERY BACKUPLocate at each sleeping room+COSDCFM. / MFR./ MODEL PER MECHANICAL110v INTERCONNECTED COMBINATION SMOKE DETECTOR & CARBON MONOXIDE DETECTOR WITH BATTERY BACKUPLocate outside sleeping roomsMFR./ MODEL PER ELECTRICALMFR./ MODEL PER ELECTRICAL1TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt1/8" = 1’−0"12/17/2021 3:48:34 PMB A402TMB12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsREFLECTEDCEILING PLANRevision Schedule# DESCRIPTION DATE1/8" = 1'-0"A A501B A4021BUILDING B -3RD FLOOR REFLECTION CEILING PLANMARKDESCRIPTIONBASIS OF DESIGNMFR. MODELCEILING MOUNTF1 5" Slimsurface LED DownlightTBD S5R830K7F2 Wall Sconce TBD TBDF3 4' Lensed LED Striplight TBD TBDF4 Wall Pack Light TBD TBDU Unit Flushmount Bowl TBD TBDU1 5" Slimsurface LED DownlightTBD S5R830K7U5 Unit Vanity Light TBD TBDU6 Unit Light/Fan Combo TBD TBD BLDG C -1ST FLOOR0' -0"BLDG C -2ND FLOOR10' -4"BLDG C -3RD FLOOR20' -8"ROOF29' -8"BABBBC2C2C1A3B5DAAAAAA8E6E6E4' - 0"1_ A90410_ A904Sim4_ A904Sim8_ A903TYP.9_ A903TYP.7_ A903TYP._ A9063SimBLDG C -1ST FLOOR0' -0"BLDG C -2ND FLOOR10' -4"BLDG C -3RD FLOOR20' -8"ROOF29' -8"BABBBCAAAAAA2C5D2C1A1A8E6E9' - 0"10' - 4"10' - 4"17' - 4"3 1/2"12' - 0 1/2"5' - 0"8_ A903TYP.7_ A903TYP.9_ A903TYP.1_ A9042_ A90410_ A904Sim4_ A904Sim18_ A904Sim8_ A904Sim15_ A904Sim12' - 6"KEYNOTESMATERIALS01) FIBER CEMENT SHINGLE 5" EXPOSURE, STRIAGHT EDGE PATTERN, 5/16" CEDAR TEXTURE, PAINTED FINISH02) FIBER CEMENT LAP SIDING 5.00" LAP ACCENT, PAINTED FINISH03) FIBER CEMENT LAP SIDING10.75" LAP, PAINTED FINISH04) ASPHALT SHINGLE ROOFING25 YEAR ARCHITECTURAL COMPOSITION ROOFING: PER SPECIFICATIONS05) HARDI MULTIGROOVE SIDINGSEE CONSTRUCTION DETAILS06) 1X4 ACCENT TRIMSEE CONSTRUCTION DETAILS07) WOOD OR FIBER CEMENT BELLY BAND5/4" x 12" NOMINAL, PAINTED FINISH08) WOOD OR FIBER CEMENT WINDOW / DOOR TRIM,5/4" x 4" NOMINAL, PAINTED FINISH09) TIMBER ACCENT BRACKETSSEE CONSTRUCTION DETAILS10) WOOD FASCIA5/4 x 10 NOMINAL, WITH 1 x 3 NOMINAL WOOD TRIM AT RAKE CONDITIONS & 5/4 x 8 NOMINAL AT GUTTERS11) SIDING CORNER / CORNERBOARDPREFERRED DETAIL: 4" NOMINAL WIDTH WOOD, PAINTED FINISH, COLOR TO MATCH ADJACENT SIDINGALTERNATE DETAIL: ALUM. SIDING CORNERS, SIMPLICITY TOOL SERIES 199 OR SIM., PAINTED FINISH12) EXHAUST TERMINATIONSHT. METAL HOOD 3' MIN FROM WINDOW, TYP. BOTTOM OF VENT PENETRATIONS NO LOWER THAN 7’-7”.13) ALUMINUM GUTTER/DOWNSPOUTFINISH COLORSLIGHT BODY COLOR:COLOR: TBDMEDIUM BODY COLOR:COLOR: TBDACCENT BODY COLOR:COLOR: TBDMEDIUM BODY COLOR:COLOR: TBDTRIM COLOR:COLOR: TBDABCDGENERAL NOTES1) MATERIALS, TRIM & FINISHES INDICATED AT FACE OF BAYS SHALL CONTINUE AT SIDES OF BAYS TO INSIDE CORNER, UNLESS INDICATED OTHERWISE.ETRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:48:50 PMB A501TMB12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsEXTERIORELEVATIONSRevision Schedule# DESCRIPTION DATE3/16" = 1'-0"B A5011BLDG B - SOUTH3/16" = 1'-0"B A5012BLDG B - NORTH BLDG C -1ST FLOOR0' -0"BLDG C -2ND FLOOR10' -4"BLDG C -3RD FLOOR20' -8"ROOF29' -8"1B A6031B A604B5B6B7B8B9KKKKKKJJJJJJJJBIKBIKBIK2C2C2C2C04045D5D5D1A1A3B3B8E6E7_ A903TYP.9_ A903TYP.8_ A903TYP.10_ A904Sim4_ A904Sim1_ A9042_ A9043B5D5D5D5D10' - 4"10' - 4"9' - 0"8' - 8 1/4"U4U4 U4U4F4F4BLDG C -1ST FLOOR0' -0"BLDG C -2ND FLOOR10' -4"BLDG C -3RD FLOOR20' -8"ROOF29' -8"1B A6011B A6021B A603B1B2B3B4B5JJJJJJJJKKIBBKKIBKKIBBBJJ2C5D6E8E3B1A5D2C0410_ A904Sim4_ A904Sim1_ A9042_ A9047_ A903TYP.9_ A903TYP.8_ A903TYP.10' - 4"10' - 4"9' - 0"5D5D?10' - 4"10' - 4"9' - 0"8' - 8 1/4"U4U4U4 U4U4F4F4F4KEYNOTESMATERIALS01) FIBER CEMENT SHINGLE 5" EXPOSURE, STRIAGHT EDGE PATTERN, 5/16" CEDAR TEXTURE, PAINTED FINISH02) FIBER CEMENT LAP SIDING 5.00" LAP ACCENT, PAINTED FINISH03) FIBER CEMENT LAP SIDING10.75" LAP, PAINTED FINISH04) ASPHALT SHINGLE ROOFING25 YEAR ARCHITECTURAL COMPOSITION ROOFING: PER SPECIFICATIONS05) HARDI MULTIGROOVE SIDINGSEE CONSTRUCTION DETAILS06) 1X4 ACCENT TRIMSEE CONSTRUCTION DETAILS07) WOOD OR FIBER CEMENT BELLY BAND5/4" x 12" NOMINAL, PAINTED FINISH08) WOOD OR FIBER CEMENT WINDOW / DOOR TRIM,5/4" x 4" NOMINAL, PAINTED FINISH09) TIMBER ACCENT BRACKETSSEE CONSTRUCTION DETAILS10) WOOD FASCIA5/4 x 10 NOMINAL, WITH 1 x 3 NOMINAL WOOD TRIM AT RAKE CONDITIONS & 5/4 x 8 NOMINAL AT GUTTERS11) SIDING CORNER / CORNERBOARDPREFERRED DETAIL: 4" NOMINAL WIDTH WOOD, PAINTED FINISH, COLOR TO MATCH ADJACENT SIDINGALTERNATE DETAIL: ALUM. SIDING CORNERS, SIMPLICITY TOOL SERIES 199 OR SIM., PAINTED FINISH12) EXHAUST TERMINATIONSHT. METAL HOOD 3' MIN FROM WINDOW, TYP. BOTTOM OF VENT PENETRATIONS NO LOWER THAN 7’-7”.13) ALUMINUM GUTTER/DOWNSPOUTFINISH COLORSLIGHT BODY COLOR:COLOR: TBDMEDIUM BODY COLOR:COLOR: TBDACCENT BODY COLOR:COLOR: TBDMEDIUM BODY COLOR:COLOR: TBDTRIM COLOR:COLOR: TBDABCDGENERAL NOTES1) MATERIALS, TRIM & FINISHES INDICATED AT FACE OF BAYS SHALL CONTINUE AT SIDES OF BAYS TO INSIDE CORNER, UNLESS INDICATED OTHERWISE.ETRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:49:03 PMB A502TMB12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsEXTERIORELEVATIONSRevision Schedule# DESCRIPTION DATE3/16" = 1'-0"B A201B A5021BLDG B -EAST - LEFT3/16" = 1'-0"B A201 B A5022BLDG B - EAST - RIGHT BLDG C -1ST FLOOR0' -0"BLDG C -2ND FLOOR10' -4"BLDG C -3RD FLOOR20' -8"ROOF29' -8"1B A6011B A6021B A603B1B2B3B4B5AAAAAAAAFAAAAAAAAAAAAAAAAAAAAAAAAAAAAFF5D040404041A3B3B2C2C1A5D5D5D6E8E9' - 1 1/4"9' - 0"10' - 4"10' - 4"2' - 0"2_ A90410_ A904Sim4_ A904Sim7_ A903TYP.9_ A903TYP.8_ A903TYP.15_ A904Sim1_ A904_ A9063SimMIDPOINT OF ROOF34' - 7 5/8"AAAA043B8E38' - 9 1/4"F4F42_ A903TYP.3_ A903TYP.BLDG C -1ST FLOOR0' -0"BLDG C -2ND FLOOR10' -4"BLDG C -3RD FLOOR20' -8"ROOF29' -8"1B A6031B A604B5B6B7B8B9AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFFF5D8E2C2C5D5D5D5D1A3B3B3B0404048E10_ A904Sim4_ A904Sim_ A9063Sim7_ A903TYP.9_ A903TYP.8_ A903TYP.2_ A9041_ A90415_ A904Sim8_ A903TYP.29' - 8"RIDGE ROOF38' - 9 1/4"9' - 0"10' - 4"10' - 4"AAAA043B8EF4KEYNOTESMATERIALS01) FIBER CEMENT SHINGLE 5" EXPOSURE, STRIAGHT EDGE PATTERN, 5/16" CEDAR TEXTURE, PAINTED FINISH02) FIBER CEMENT LAP SIDING 5.00" LAP ACCENT, PAINTED FINISH03) FIBER CEMENT LAP SIDING10.75" LAP, PAINTED FINISH04) ASPHALT SHINGLE ROOFING25 YEAR ARCHITECTURAL COMPOSITION ROOFING: PER SPECIFICATIONS05) HARDI MULTIGROOVE SIDINGSEE CONSTRUCTION DETAILS06) 1X4 ACCENT TRIMSEE CONSTRUCTION DETAILS07) WOOD OR FIBER CEMENT BELLY BAND5/4" x 12" NOMINAL, PAINTED FINISH08) WOOD OR FIBER CEMENT WINDOW / DOOR TRIM,5/4" x 4" NOMINAL, PAINTED FINISH09) TIMBER ACCENT BRACKETSSEE CONSTRUCTION DETAILS10) WOOD FASCIA5/4 x 10 NOMINAL, WITH 1 x 3 NOMINAL WOOD TRIM AT RAKE CONDITIONS & 5/4 x 8 NOMINAL AT GUTTERS11) SIDING CORNER / CORNERBOARDPREFERRED DETAIL: 4" NOMINAL WIDTH WOOD, PAINTED FINISH, COLOR TO MATCH ADJACENT SIDINGALTERNATE DETAIL: ALUM. SIDING CORNERS, SIMPLICITY TOOL SERIES 199 OR SIM., PAINTED FINISH12) EXHAUST TERMINATIONSHT. METAL HOOD 3' MIN FROM WINDOW, TYP. BOTTOM OF VENT PENETRATIONS NO LOWER THAN 7’-7”.13) ALUMINUM GUTTER/DOWNSPOUTFINISH COLORSLIGHT BODY COLOR:COLOR: TBDMEDIUM BODY COLOR:COLOR: TBDACCENT BODY COLOR:COLOR: TBDMEDIUM BODY COLOR:COLOR: TBDTRIM COLOR:COLOR: TBDABCDGENERAL NOTES1) MATERIALS, TRIM & FINISHES INDICATED AT FACE OF BAYS SHALL CONTINUE AT SIDES OF BAYS TO INSIDE CORNER, UNLESS INDICATED OTHERWISE.ETRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:49:16 PMB A503TMB12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsEXTERIORELEVATIONSRevision Schedule# DESCRIPTION DATE3/16" = 1'-0"B A5031BLDG B - WEST - LEFT3/16" = 1'-0"B A5032BLDG B - WEST - RIGTH BLDG C -1ST FLOOR0' -0"BLDG C -2ND FLOOR10' -4"BLDG C -3RD FLOOR20' -8"ROOF29' -8"BABBBC_ A9051TYP.1136 SFUNIT D1B3011136 SFUNIT D1B2011136 SFUNIT D1B101W01W06F02W01W01F026' - 8"2' - 4 1/4"9' - 0"10' - 4"10' - 4"2' - 6"4' - 6"3' - 4"2' - 6"4' - 6"3' - 4"2' - 6"4' - 6"2' - 0"_ A90414Sim_ A9055Sim_ A90712Sim_ A9075TYP._ A90414Sim4" 12"4" 12"W06W06F02W06W06W0638' - 8 1/4"1' - 10 1/4"A.F.F.8' - 0"A.F.F.8' - 0"R01TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt3/8" = 1’−0"12/17/2021 3:49:31 PMB A601TMB12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsBUILDINGSECTIONSRevision Schedule# DESCRIPTION DATE3/8" = 1'-0"B A201B A6011BUILDING B - SECTION 1 BLDG C -1ST FLOOR0' -0"BLDG C -2ND FLOOR10' -4"BLDG C -3RD FLOOR20' -8"ROOF29' -8"5B A605BABBBCW01W01W01W02W02F02F02F04F04F04FEC1F21136 SFUNIT D1B3011136 SFUNIT D1B2011136 SFUNIT D1B1011/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"9" 12"5" 12"6' - 8"2' - 4 1/4"9' - 0"1' - 0 3/4"9' - 3 1/4"1' - 0 3/4"9' - 3 1/4"1' - 0 1/2"7' - 11 3/4"7' - 0"2' - 0"10' - 4"_ A90715Sim_ A9057Sim_ A90414Sim_ A90620Sim_ A90618_ A90616Sim_ A9055Sim_ A9051TYP.4" 12"_ A90712Sim_ A9075TYP.W02R014" 12"38' - 8 1/4"F2FEC1FEC1TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt3/8" = 1’−0"12/17/2021 3:49:43 PMB A602TMB12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsBUILDINGSECTIONSRevision Schedule# DESCRIPTION DATE3/8" = 1'-0"B A201B A6021BUILDING B - SECTION 2 BLDG C -1ST FLOOR0' -0"BLDG C -2ND FLOOR10' -4"BLDG C -3RD FLOOR20' -8"ROOF29' -8"BABBBC734 SFUNIT B1B305734 SFUNIT B1B205753 SFUNIT B1B105W06W01W01W01W06W01W01F02F026' - 8 7/8"1' - 10 3/8"9' - 0"1' - 0 3/4"9' - 3 1/4"1' - 0 3/4"9' - 3 1/4"_ A90712Sim_ A9075TYP._ A90414Sim_ A9055Sim_ A9051TYP._ A9052TYP._ A9058Sim38' - 3 1/4"1' - 10 3/8"R014" 12"4" 12"R01F03F031/2" / 12"1/2" / 12"TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt3/8" = 1’−0"12/17/2021 3:49:58 PMB A603TMB12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsBUILDINGSECTIONSRevision Schedule# DESCRIPTION DATE3/8" = 1'-0"B A201B A6031BUILDING B - SECTION 3 BLDG C -1ST FLOOR0' -0"BLDG C -2ND FLOOR10' -4"BLDG C -3RD FLOOR20' -8"ROOF29' -8"5B A606_not usedBABBBC1136 SFUNIT D1B3081136 SFUNIT D1B2081136 SFUNIT D1B108W01bW01bW06W05W01W01W01F02F02W05W06W05W069' - 0"10' - 4"10' - 4"6' - 8"2' - 4 1/4"6' - 6"2' - 6"1' - 0 3/4"6' - 9 1/4"2' - 6"1' - 0 3/4"6' - 9 1/4"2' - 6"7' - 2"1' - 10 1/4"7' - 0"2' - 0"8' - 4"2' - 0"8' - 4"2' - 0"38' - 8 1/4"_ A9051TYP._ A9055Sim_ A90712Sim_ A90414Sim_ A9075TYP.R014" 12"4" 12"R01A.F.F.8' - 0"TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt3/8" = 1’−0"12/17/2021 3:50:07 PMB A604TMB12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsBUILDINGSECTIONSRevision Schedule# DESCRIPTION DATE3/8" = 1'-0"B A201B A6041BUILDING B - SECTION 4 UPDNDNDNDN4C A6054C A6055C A6055C A6055"4' - 0 3/4"8 1/4"4' - 5 1/2"9' - 7 1/2"24' - 0"W02W02C3CBCA703FEC1CC6' - 0"18T @ 1'-0"18' - 0"6' - 0"1/2" / 12"3"1' - 0 3/4"1' - 0"CANE STOP20_ A906SimW02W01b4C A6054C A6055C A6055C A6052' - 1 5/8"5' - 2 5/8"4' - 7 7/8"8' - 4"5' - 9 1/2"24' - 0"W02W02W02C3CBCA7022CC5"4' - 3"3 7/8"3 1/2"3' - 11"5 1/8"5' - 8 5/8"10R @ 0'-6"8' - 3"4' - 9 3/4"LANDING1/2" / 12"1/2" / 12"9" / 12"1' - 0 3/4"1' - 0 3/4"1' - 0 1/2"FEC13_ A905TYP.6_ A906Sim9' - 7 1/2"4C A6054C A6055C A6055C A6054' - 9 3/4"4' - 9 3/4"24' - 0"2' - 1 5/8"4' - 11 1/8"5' - 0 1/8"9T@ 0'-11"8' - 2 1/4"5' - 10 1/2"W02W02W02C3CBCA7022CCLANDING1/2" / 12"1/2" / 12"3 3/8"4' - 0 1/2"4' - 11"1' - 0 1/2"FEC16_ A906SimW01b9' - 7 1/2"F2BLDG C -1ST FLOOR0' -0"BLDG C -2ND FLOOR10' -4"BLDG C -3RD FLOOR20' -8"ROOF29' -8"5B A6055B A6059' - 0 1/4"9' - 0"10' - 4"10' - 4"W02W02W02BBBC_ A906182' - 4"7' - 0"2' - 0"10R @ 0'- 6 9/16"5' - 4 3/8"4' - 11 5/8"19R @ 0'-6 3/410' - 4"5' - 7 1/2"5' - 11 7/8"18' - 0"6' - 0"5' - 0"2' - 0"5' - 0 3/4"5' - 10 1/2"5' - 8 1/2"5' - 8 1/2"_ A90715Sim1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"_ A90616Sim1' - 0"38' - 8 1/4"F2FEC1FEC1FEC1F24" 12"R01W02A.F.F.9' - 0"F01F04F04F04CANE STOP_ A90620SimBLDG C -1ST FLOOR0' -0"BLDG C -2ND FLOOR10' -4"BLDG C -3RD FLOOR20' -8"ROOF29' -8"4B A6054B A605B210' - 4"10' - 4"9' - 0"W02W024"19R @ 0'- 6 3/4"10' - 4"10R @ 0'-6"4' - 11 5/8"10R @ 0'-6 9/16"5' - 4 3/8"3' - 6"5' - 6"8' - 3 1/4"4' - 9 3/4"4 5/8"4' - 5 1/8"9' - 7 1/2"F04F043' - 6"3' - 0"37' - 11 1/4"CANE STOPF2F2A.F.F.9' - 0"R01TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt1/4" = 1’−0"12/17/2021 3:50:17 PMB A605TMB12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsNORTH STAIRS−ENLARGED PLANS& SECTIONSRevision Schedule# DESCRIPTION DATE1/4" = 1'-0"B A201B A6051FIRST FLOOR - NORTH STAIR - B1/4" = 1'-0"B A202 B A6052SECOND FLOOR - NORTH STAIR - B1/4" = 1'-0"B A203 B A6053THIRD FLOOR - NORTH STAIR - B1/4" = 1'-0"B A605 B A6054BUILDING B - NORTH STAIR - SECTION 11/4" = 1'-0"B A602 B A6055BUILDING B - NORTH STAIR - SECTION 2 UPDNDNDNDNBLDG C -1ST FLOOR0' -0"BLDG C -2ND FLOOR10' -4"BLDG C -3RD FLOOR20' -8"ROOF29' -8"B64B A606W02W02F04F044"10' - 2 3/4"10R @ 0'-6"4' - 11 1/2"10R @ 0'- 6 9/16"5' - 4 1/2"1 1/4"2' - 0"7' - 0"7' - 5 1/8"10"1 1/4"37' - 11 1/4"5 3/8"3' - 11"5 3/8"4' - 9 3/4"9' - 7 1/2"3' - 6"3' - 0"CANE STOP10' - 4"10' - 4"9' - 0"7' - 5 1/8"R01BLDG C -1ST FLOOR0' -0"BLDG C -2ND FLOOR10' -4"BLDG C -3RD FLOOR20' -8"ROOF29' -8"5B A605BBBC5B A606_ A90620Sim_ A90715Sim_ A90618_ A9057Sim_ A90616SimLANDING1/2" / 12"9" / 12"5" / 12"1/2" / 12"1/2" / 12"1/2" / 12"4" 12"W02F04F04F04W02_ A9053TYP.9' - 0 3/8"7' - 0"2' - 0"10R @ 0'-6 9/16"5' - 4 1/4"10R @ 0'-6"4' - 11 3/4"19R @ 0'-6 3/4"10' - 4"6"6' - 0"18T @ 1'-0"18' - 0"6' - 0"W025' - 0 1/8"15' - 6 1/2"5' - 7"1' - 0"38' - 8 3/8"9' - 0"10' - 4"10' - 4"F2CANE STOPR01W02F015' - 7"5' - 7"B6BBBC5B A6065B A6064B A606W02W02W02F016' - 0"18T @1'-0"18' - 0"6' - 0"4' - 9 3/4"5 3/8"3' - 11"5 3/8"9' - 7 1/2"W0124' - 0"FEC11' - 0 3/4"3"1/2" / 12"1' - 0"CANE STOPW02W0120_ A906SimB6BBBC5B A6065B A6064B A6065 1/4"3' - 11"5 1/2"5 3/8"3' - 11 1/2"4 7/8"6' - 0"9T @ 0'-11"8' - 3"4' - 9 3/4"4' - 9 3/4"9' - 7 1/2"21' - 6"FEC1R01W02W02LANDING9" / 12"1/2" / 12"1' - 0 1/2"1' - 0 3/4"1/2" / 12"W021' - 0 3/4"3_ A905TYP.6_ A906SimB6BBBC5B A6065B A6064B A6065' - 2 5/8"4' - 7 7/8"9T @ 0'-11"8' - 3"5' - 10 1/2"4' - 9 3/4"5 3/8"3' - 11"5 3/8"9' - 7 1/2"24' - 0"W02F04W02LANDINGW021/2" / 12"1/2" / 12"9" / 12"FEC11' - 0 3/4"1' - 0 1/2"1' - 0 1/2"F2R013_ A905TYP.6_ A906SimTRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt1/4" = 1’−0"12/17/2021 3:50:27 PMB A606TMAuthor12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsSOUTH STAIRS −ENLARGED PLANS& SECTIONSRevision Schedule# DESCRIPTION DATE1/4" = 1'-0"B A606B A6065STAIRS - SECTION 11/4" = 1'-0"B A606 B A6064STAIRS SECTION 21/4" = 1'-0"B A201 B A6061BLDG B - 1ST FLOOR STAIRS1/4" = 1'-0"B A202 B A6062BLDG B - 2ND FLOOR STAIRS1/4" = 1'-0"B A203 B A6063BLDG B - 3RD FLOOR STAIRS 6A70116"-18"1'-6" MINNOTE: FINISH FLOOR MUST EXTEND UNDER CABINETRY & WALLS BEHIND & SURROUNDING CABINETRY MUST BE FINISHEDLAVATORY IS ALLOWED IN CLEAR FLOOR SPACE OF W.C. GIVEN THAT KNEE & TOE CLEARANCES ARE METCABINET(S) UNDER COUNTERTOP SHALL BE EASILY REMOVABLE W/OUT REMOVAL OR REPLACEMENT OF THE LAVATORY TO PROVIDE CLEAR FLOOR SPACE34" MAX27" MIN / CLR HT30" MIN CLR WIDTHMATCH HEIGHT OF ADJACENT CABINETSFINISH FLOORING SHALL BE INSTALLED UNDER ALL REMOVABLE CABINETRYEXTEND SIDE WALLS TO FLOOR; ALLOW FOR THE REMOVAL OF CABINET DOORS & CABINET FLOOR FOR THE WHEELCHAIR FRONT APPROACHNOTE: WALLS BEHIND & SURROUNDING CABINETRY MUST BE FINISHED34" RIM OF SINK OR LAV 27" CLEARREMOVABLE CAB6 1/2" MAX SINK DEPTH9" CLR11" MIN17" MIN9" MINKNEESPACE PROFILE AT SINK AT REMOVABLE CABINETHATCHED AREA INDICATES CLEARANCES REQ'D FOR FORWARD APPROACHINSULATION/GUARD FOR DRAIN & HOT WATER PIPING23"34" MAX27"MIN CLEAR8"25" MIN17" MINMINGUSSET SUPPORT PROFILE AT REMOVABLE CABINETLINE OF REMOVABLE CABINETFINISH FLOOR AND WALL SURFACES PRIOR TO CABINET INSTALLATIONPERMANENT SKIRT AND REMOVABLE CABINTERYPERMANENT SUPPORT GUSSET PLATE. TO MATCH CABINET FINISHNOTE: PROVIDE BLOCKING IN WALLS FOR REQUIRED SUPPORTSKIRT BOARD WITH FINISHED FRONT FACEMETAL SPLICE WITH REMOVABLE SCREWSMETAL SPLICE WITH REMOVABLE SCREWSSUBTOP PERMANENTLY GLUED & SCREWED TO SKIRT BOARD31"16" - 18"MIN.18"BLOCKING FOR GRAB BARBLOCKING FOR GRAB BARS57"38"LINE OF ADJACENT TUB (WHERE OCCURS)45"48" MAX.31"BLOCKING FOR GRAB BAR57"38"17"-19"TOWEL BARROBE HOOKOF REFLECTED SURFACE40" MAX. AFF BOTTOM34" MAXMIRROR (AT BATH)MIN9"27" MIN.MIN.6"KNEE SPACE30" MIN. CLRINSULATE WATER SUPPLY AND DRAINPIPESBLOCKING FOR FUTURE GRAB BARSBLOCKING FOR PULL-DOWN GRAB BAR WHERE WALL IS ADJACENT TO TOILETMIN.16" - 18"MIN.12"MIN.16"LINE OF ADJACENT TUB (WHERE OCCURS)45"31"38"BLOCKING FOR FUTURE GRAB BARSBLOCKING FOR PULL-DOWN GRAB BAR WHERE WALL IS ADJACENT TO TOILETMIN.16" - 18"MIN.12"MIN.16"LINE OF ADJACENT TUB (WHERE OCCURS)45"31"38"T/S-2 ONLY:PROVIDE A HAND SHOWER WITH A HOSE 59" MIN. IN LENGTH THAT CAN BE USED AS BOTH A FIXED SHOWER HEAD AND AS A HAND SHOWER. THE HAND SHOWER SHALL HAVE A CONTROL WITH A NON-POSITIVE SHUT-OFF FEATURE. AN ADJUSTABLE HEIGHT HAND SHOWER MOUNTED ON A VERTICAL BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USE OF GRAB BARS.BLOCKING FOR FUTURE GRAB BARS8"30"6"CL64"8"BLOCKING &FUTURE GRAB BARS8"30"6"CLBLOCKING FOR T/S-1 & T/S-26" 48" MIN. 6"6"6" 48" MIN. 6"22" 16"28" 1"30" 8"TYICAL BLOCKING AT BATHTUBTYICAL BLOCKING AT SHOWER8"30"6"64"8"EQ EQ4"6"CL48"CLCLOSET ROD50% OF STORAGE SHELVES/RODS TO BE WITHIN 48" IN ACCESSIBLE UNITSTYPE A UNITS- CLOSET ROD ELEVATIONTYPE A UNITS DOOR ENTRYVIEWER PER SPEC44" MAX VIEWER18"30"38" MAX.BACK WALLCONTROL WALLSEAT WALLBLOCKING FOR SHOWER SEAT NOT REQUIRED WHEN SHOWER IS GREATER THAT 36" IN WITDH AND 36" IN DEPTH20"10"3"3"CLMAX.15"MAX.15"8"64"30"38" MAX.TYPE A34" MAX.46" MAX.TOP OUTLETSWITCHESVERTICAL CONTROL DIMENSIONSOUTLETSSWITCHES48" MAX.MIN.15"TOP OF THERMOSTAT CONTROLSALL ENVIRONMENTAL CONTROLS INCLUDING THERMOSTATSTOP SWITCHCIRCUIT PANELSIDE REACH AT KITCHENS AND BATHROOMS*36" ALLOWED IN TYPE B UNITS46" MAX.44" MAX. AT FORWARD REACH31"16" - 18"MIN.18"BLOCKING FOR FUTURE GRAB BARSBLOCKING FOR FUTURE GRAB BARS57"38"LINE OF ADJACENT TUB (WHERE OCCURS)45"LINE OF ADJACENT LAV. (WHERE OCCURS)LINE OF ADJACENT LAV. (WHERE OCCURS)TYPICAL BLOCKING AT TOILETBATH/KITCHEN ACCESSIBLE SINKTYPICAL BLOCKING AT TOILET3A A7013/8" = 1'-0"TYPE A UNITS - TUB GRAB BARS2A A7013/8" = 1'-0"TYPE B UNITS MOUNTING HEIGHTS4A A7013/8" = 1'-0"TYPE A AND TYPE B UNITS MOUNTING HEIGHTS - ELECTRICAL607.4.124" MINMIN1' - 6"MIN1' - 6"24" MINMAX2' - 0"34" MAX*33 - 36"33 -36"3 -6"MIN18"8 -10"MAX4"MIN24"VERTICAL GRAB BARHORIZONTAL GRAB BARMAX12"MIN24"MAX 24"MAX12"HORIZONTALGRAB BARGRAB BARS, TYPE A - BATHTUBT/S-2LOCATION OF BATHROOM CONTROLSCLCONTROLS LOCATED ON END WALL, BETWEEN BATHTUB RIM & GRAB BARSCONTROLS LCOATED BETWEEN CENTERLINE & SIDE OF BATHTUB.1A A7013/8" = 1'-0"TYPE A UNITS - MOUNTING HEIGHTSBLOCKING SHALL BE FACTORY INSTALLED INTEGRAL TO FIBER GLASS ENCLOSURE BY MANUFACTURER.GRAB BARS AS SHOWN IN DETAIL 3 SHALL BE FACTORY INSTALLED BY MANUFACTURER AT ALL TUB T/S -2 LOCATIONS.TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:53:32 PM_ A701TMD12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsMOUNTINGHEIGHTS −DWELLINGHEIGHTSRevision Schedule# DESCRIPTION DATE3/8" = 1'-0"_ A7015REMOVABLE CABINETRY - TYPE A UNITS1/2" = 1'-0"_ A7018REMOVABLE CABINETRY - TYPE A UNIT3/4" = 1'-0"_ A7016REMOVABLE CABINETRY - TYPE A UNITS1" = 1'-0"_ A7017REMOVABLE CABINETRY - TYPE A U1REF-13' - 0"1' - 0 5/8"2' - 6"1' - 2"4"3' - 0"1' - 3"2' - 0"1' - 3"3' - 0"REF.U1 U1 U1 U1RNG-1DW-1SK-12' - 1 1/2"3' - 0"RNG2' - 6"2' - 0"DW2' - 0"3' - 0"1' - 6"F2' - 6"2' - 6"2' - 6"2' - 0"2' - 0"3' - 0"1' - 6"2 1/8"3' - 0"1' - 6"2' - 6"MW-11 1/2"1' - 0 5/8"2' - 6"1' - 2"4"3' - 0"2' - 1"2' - 9"2' - 9"8' - 0"U1 U12' - 6"2' - 6"2' - 6"2' - 6"2' - 1"2' - 6"1' - 2"4"3' - 0"11"2' - 2 1/4"1' - 3"1' - 9"RNG2' - 6"1' - 3"1' - 3"2' - 0"MW-1RNG-1SK-11 1/2"1' - 3"DW2' - 0"3' - 3"2' - 2"1' - 3"3' - 0"4"1' - 2"2' - 6"2' - 3"SK-12' - 6"1' - 6"3' - 0"2' - 0"8"REF.3' - 2 3/4"1 1/2"3' - 0"1 1/4"1' - 0 1/2"REF-1REF.8"3"1' - 9"2' - 6"1' - 4"4"2' - 10"1' - 0 1/2"1 1/4"3' - 0"1 1/2"REF-2DW-2SK-1FAU-11' - 1 5/8"1' - 3"1' - 0 5/8"2' - 10"1' - 8"F1' - 3"DW2' - 0"2' - 6"MW-23' - 6"REMOVABLECABINET BASEU1RNG-2SK-1FAU-12' - 1"2' - 6"2' - 6"2' - 6"2' - 6"3' - 4"1' - 3"2' - 6"1' - 6"1' - 9"2' - 0"11"2' - 6"1' - 8"2' - 10"MW-2FINISHED BASE PANEL & TOE KICK BYCABINET SUPPLIERHOOD w/REMOTE CTRL6"2' - 6"1' - 4"4"2' - 10"1' - 0 5/8"2' - 6"2' - 1"1' - 2"4' - 5"2' - 0"1' - 3"2' - 6"1' - 6"7' - 8"U1 U1RNG-1REF-11' - 9"2' - 6"2' - 6"2' - 6"F2' - 6"1' - 2"4"3' - 0"REF.3' - 0 3/8"1' - 9"RANGE2' - 6"1' - 3"1' - 6"2' - 6"1 1/2"MW-1F3' - 0"DW-1SK-13' - 0"DW2' - 0"3' - 0"6' - 0"U1 U12' - 9"2' - 0"2' - 6"2' - 6"1' - 9"1 3/8"U1SK-1DW-1RNG-12' - 9"DW2' - 0"3' - 0"1' - 6"1' - 3 1/2"2' - 1"MW-12' - 6"1' - 2"4"3' - 0"1' - 0 1/2"3' - 0"4"2' - 6"1' - 9 7/8"1' - 3"RNG.2' - 6"1' - 3"REF.3' - 1 5/8"1' - 9"2' - 6"1' - 3"3' - 0"1 5/8"5' - 9"1' - 3"REF-1RNG-1MW-11' - 3 7/8"1' - 2"DW-1SK-17' - 3"3' - 0"U1 U11 1/4"3' - 0"DW2' - 0"1' - 3"1 1/4"U1U1RNG-1REF-12"2' - 6"1' - 3"2' - 6"2' - 6"3' - 0"1 1/2"2"2' - 6"1' - 3"RNG.2' - 6"2' - 6"REF.3' - 1 1/2"3' - 0"4"1' - 2"2' - 6"1' - 3"MW-1TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt3/8" = 1’−0"12/17/2021 3:50:40 PMB A702TME12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsINTERIORELEVATIONSRevision Schedule# DESCRIPTION DATE3/8" = 1'-0"B A201B A7021UNIT B1 - KIT - A3/8" = 1'-0"B A201 B A7022UNIT B1 - KIT - B3/8" = 1'-0"B A301 B A7023UNIT C1 - KIT - A -BLDG B3/8" = 1'-0"B A301 B A7024UNIT C1 - KIT - B - BLDG B3/8" = 1'-0"B A301 B A7025UNIT C1 - KIT - C - BLDG B3/8" = 1'-0"B A301 B A7026UNIT C1 - KIT - D - BLDG B3/8" = 1'-0"- A303 B A7027UNIT C1HC - KIT - A3/8" = 1'-0"- A303 B A7028UNIT C1HC - KIT - B3/8" = 1'-0"- A303 B A7029UNIT C1HC - KIT - C3/8" = 1'-0"- A303 B A70210UNIT C1HC - KIT - D3/8" = 1'-0"B A302 B A70211UNIT C2 - KIT - A - BLDG B3/8" = 1'-0"B A302 B A70212UNIT C2 - KIT - B - BLDG B3/8" = 1'-0"- A302 B A70213UNIT C3 -KIT - A - BLDG B3/8" = 1'-0"- A302 B A70214UNIT C3 -KIT - B - BLDG B3/8" = 1'-0"B A201 B A70215UNIT D1 - KIT - A -BLDG B3/8" = 1'-0"B A201 B A70216UNIT D1 - KIT - B -BLDG BGENERAL NOTESTYPE A UNITS: FIRST FLOOR ONLY, UNIT #C104-KITCHEN COUNTER HEIGHTS: 2'-10"-KITCHEN BASE CASEWORK: 2'-8 1/2"-KITCHEN SINK BASE TO HAVE REMOVABLE BASE, SEE 2/A702-KITCHEN ISLAND BASE TO HAVE REMOVABLE BASE, SEE 2/A702-FINISH BASE PANEL & KICK BY CABINET SUPPLIER AT RNG-2-APPLIANCES: DW-2, RNG-2, REF-2, WA-2, DR-1-UNIT ENTRY DOOR VIEWER HEIGHT TO BE 44" MAX-CLOSET RODS & SHELF MOUNTED AT 48" MAXMARKBASIS OFDESIGNDESCRIPTIONMFR MODELDW-1 TBD MODEL 24" dishwasherDW-2 TBD TBD 24" dishwasher, 32"height, Type A UnitsFAU-1 SEE PLUMBING Pull Out Kitchen FaucetFEC1 TBD TBD Fire Extinguisher Cabinet,semi-recessedGB-1 TBD TBD 18" Vertical Grab barGB-2 TBD TBD 36" Grab barGB-3 TBD TBD 42" Grab barLAV-3 SEE PLUMBING Wall-Mount Lavatory,ANSI A117.1 / ADAcompliantMR-1 TBD TBD Wall MirrorMW-1 TBD TBD Microwave/ Exhaust HoodMW-2 TBD TBD Countertop MicrowavePTW-1 BOBRICK B-38032 Semi-RecessedCombination Towel andWaste UnitREF-1 TBD TBD RefrigeratorREF-2 TBD TBD RefrigeratorRH-1 MFR TBD 30" range hoodRNG-1 TBD TBD 30" residential drop-inrangeRNG-2 TBD TBD 30" residential drop-inrange, Type A UnitsSCD-1 BOBRICK B-301 Recessed Seat CoverDispenserSD-1 BobrickWashroomEquipment, Inc.B-2012 Bobrick Automatic WallMounted Liquid SoapDispenser - B-2012SK-1 SEE PLUMBING Undermount 17x22 S.S.Single Bowl SinkSN-1 BobrickWashroomEquipment, Inc.B-254 Bobrick B-254 SurfaceMounted Sanitary NapkinDisposalT/S-1 SEE PLUMBING Tub/ShowerT/S-2 MAAX TSTEA PLUS Tub/ShowerTB-1 TBD TBD 24" towel barTPD-1 MFR MODEL surface mount t.p. disp.W/D-1 TBD TBD Standard Top-Load W/DW/D-2 TBD TBD ADA Front-Load onPedistals W/DWC SEE PLUMBING Water ClosetWH-1 SEE PLUMBING Water Heater 3' - 4"4"2' - 9"2' - 9"1' - 3"U6U5MR-1WCT/S-1LAV-1TPD-12' - 0"U5MR-1LAV-1WCTPD-1TB-12' - 0"3' - 0"1' - 0"3' - 2"6"2' - 9"TPD-1LAV-1U5U6MR-1WC3' - 2"6"1' - 0"2' - 6"2' - 0"2' - 9"GB-1GB-2GB-33' - 0"MIN.1' - 6"U6TPD-13' - 9"2' - 0"3' - 0"GB-2GB-3GB-1WCTB-1MAX.12"3' - 3"T/S-2SHOWER CURTAIN RODU62' - 0"4' - 11 3/4"T/S-2SHOWER CURTAIN RODU5LAV-1MR-12' - 11 3/8"6' - 11 3/4"3' - 2"2"4"2' - 9"3"1' - 6"SHOWER CURTAIN RODT/S-2U5MR-1U6WCT/S-1LAV-1TPD-12' - 9"4"3' - 4"2' - 0"1' - 0"3' - 0"MR-1U6U5WCLAV-1TPD-11' - 0"3' - 0"2' - 0"3' - 4"4"2' - 9"3' - 9"MIN.1' - 6"TB-12' - 9"6"3' - 2"T/S-1WCU6U5MR-1LAV-1TPD-13' - 0"2' - 0"TPD-1LAV-1U6U5MR-1T/S-1WC3' - 1"3"4"2' - 9"3' - 0"1' - 0"2' - 0"MR-1U5U6WCTPD-1LAV-13' - 2"2"4"2' - 9"3' - 0"1' - 0"2' - 0"TB-13' - 9"TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt3/8" = 1’−0"12/17/2021 3:50:50 PMB A703TME12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsINTERIORELEVATIONSRevision Schedule# DESCRIPTION DATE3/8" = 1'-0"B A201B A7031UNIT B1 - BATH3/8" = 1'-0"A A606 B A7032UNIT C1 - BATH - BLDG B3/8" = 1'-0"- A303 B A7033UNIT C1HC - BATH - A3/8" = 1'-0"- A303 B A7034UNIT C1HC - BATH - B3/8" = 1'-0"- A303 B A7035UNIT C1HC - BATH - C3/8" = 1'-0"- A303 B A7036UNIT C1HC - BATH - D3/8" = 1'-0"B A302 B A7037UNIT C2 - BATH 2 - BLDG B3/8" = 1'-0"B A302 B A7038UNIT C2 - BATH1 BLDG B3/8" = 1'-0"- A302 B A7039UNIT C3 - BATH - BLDG B3/8" = 1'-0"B A201 B A70310UNIT D1 - BATH 2 - BLDG B3/8" = 1'-0"B A201 B A70311UNIT D1 - BATH 1 -BLDG BMARKBASIS OFDESIGNDESCRIPTIONMFR MODELDW-1 TBD MODEL 24" dishwasherDW-2 TBD TBD 24" dishwasher, 32"height, Type A UnitsFAU-1 SEE PLUMBING Pull Out Kitchen FaucetFEC1 TBD TBD Fire Extinguisher Cabinet,semi-recessedGB-1 TBD TBD 18" Vertical Grab barGB-2 TBD TBD 36" Grab barGB-3 TBD TBD 42" Grab barLAV-3 SEE PLUMBING Wall-Mount Lavatory,ANSI A117.1 / ADAcompliantMR-1 TBD TBD Wall MirrorMW-1 TBD TBD Microwave/ Exhaust HoodMW-2 TBD TBD Countertop MicrowavePTW-1 BOBRICK B-38032 Semi-RecessedCombination Towel andWaste UnitREF-1 TBD TBD RefrigeratorREF-2 TBD TBD RefrigeratorRH-1 MFR TBD 30" range hoodRNG-1 TBD TBD 30" residential drop-inrangeRNG-2 TBD TBD 30" residential drop-inrange, Type A UnitsSCD-1 BOBRICK B-301 Recessed Seat CoverDispenserSD-1 BobrickWashroomEquipment, Inc.B-2012 Bobrick Automatic WallMounted Liquid SoapDispenser - B-2012SK-1 SEE PLUMBING Undermount 17x22 S.S.Single Bowl SinkSN-1 BobrickWashroomEquipment, Inc.B-254 Bobrick B-254 SurfaceMounted Sanitary NapkinDisposalT/S-1 SEE PLUMBING Tub/ShowerT/S-2 MAAX TSTEA PLUS Tub/ShowerTB-1 TBD TBD 24" towel barTPD-1 MFR MODEL surface mount t.p. disp.W/D-1 TBD TBD Standard Top-Load W/DW/D-2 TBD TBD ADA Front-Load onPedistals W/DWC SEE PLUMBING Water ClosetWH-1 SEE PLUMBING Water HeaterGENERAL NOTESTYPE A UNITS: FIRST FLOOR ONLY, UNIT #C104-KITCHEN COUNTER HEIGHTS: 2'-10"-KITCHEN BASE CASEWORK: 2'-8 1/2"-KITCHEN SINK BASE TO HAVE REMOVABLE BASE, SEE 2/A702-KITCHEN ISLAND BASE TO HAVE REMOVABLE BASE, SEE 2/A702-FINISH BASE PANEL & KICK BY CABINET SUPPLIER AT RNG-2-APPLIANCES: DW-2, RNG-2, REF-2, WA-2, DR-1-UNIT ENTRY DOOR VIEWER HEIGHT TO BE 44" MAX-CLOSET RODS & SHELF MOUNTED AT 48" MAX ASSEMBLIES: GENERAL NOTES1. UNLESS NOTED OTHERWISE, FACE LAYERS OF ALL SYSTEMS SHOWN ON THIS SHEET SHALL HAVE JOINTS TAPED AND FASTENER HEADS TREATED.2. USE 5/8" MOISTURE RESISTANT TYPE 'X' GWB (DENSGLASS GOLD OR EQUIVALENT) AT WET AREAS, INCLUDING:-PUBLIC & STAFF BATHROOMS: WALLS WITHIN 24" OF FRONT & SIDES OF WATER CLOSETS & URINALS PER IBC 1210.2.-TUB/SHOWERS: GWB TO 70" ABV DRAIN, INLET BEHIND & TO 24" IN FRONT OF TUB/SHOWERS PER IBC 1210.3.3. INSTALL SOUND SEALANT AT TOP & BOTTOM OF WALLS WITH RESILIENT CHANNEL AND/OR SOUND ATTENUATION BATT INSULATION.4. SEE SHEAR WALL SCHEDULE ON STRUCTURAL DRAWINGS FOR: -A. WOOD SHEAR WALLS: SIZING OF STUDS, PLATES, SHEATHING AND NAILING.-B. CONCRETE SHEAR WALLS: CONC WALL THICKNESS, AND REINFORCEMENT.5. WHERE DISSIMILAR ASSEMBLIES ABUT WITH DIFFERENT FINISHED MEMBRANE THICKNESSES, FURRING OR ADDITIONAL LAYER(S) OF G.W.B. SHALL BE UTILIZED TO ENSURE AN EVEN, LEVEL FINISH. 6. ALL WALLS THAT REQUIRE TO HAVE PROTECTED OPENINGS OR PENETRATIONS NEEDS TO BE PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. PER IBC 703.47. THROUGH PENETRATIONS IN FIRE RESISTANCE RATED CONSTRUCTION WALLS SHALL BE PROTECTED. THEY SHALL BE INSTALLED AS TESTED IN AN APPROVED FIRE RESISTANCE RATED ASSEMBLY OR PROTECTED WITH AN APPROVED PENETRATION FIRESTOP SYSTEM (IBC 714.3.1)8. LISTED ELECTRICAL BOXES MAY BE INSTALLED IN FIRE RESISTANCE RATED WALLS PROVIDED THEY HAVE BEEN TESTED AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING. OUTLETS ON OPPOSITE SIDES OF THE WALL SHALL BE SEPARATED BY 24" HORIZONTALLY, SOLID FIREBLOCKING, LISTED PUTTY PADS, OR OTHER LISTED MATERIALS AND METHODS.9. FIREBLOCKING SHALL BE INSTALLED IN COMBUSTIBLE CONCEALED LOCATIONS. FIREBLOCKING SHALL BE INSTALLED IN STUD WALLS, INCLUDING FURRED WALLS, VERTICALLY AT THE CEILING AND FLOOR LEVELS, AND HORIZONTALLY AT 10' INTERVALS. FIREBLOCKING SHALL ALSO BE INSTALLED AT CONNECTIONS BETWEEN VERTICAL STUD WALL SPACES AND THE HORIZONTAL SPACES CREATED BY A SERIES OF JOISTS, AT CONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES AT SOFFITS, DROPPED CEILINGS, ETC., AT CEILING AND FLOOR OPENINGS, AROUND PIPES, DUCTS, ETC, AND BETWEEN EXTERIOR WALL FINISHES AND ARCHITECTURAL TRIM.10. BUILDING ENVELOPE SEALING: THE FOLLOWING AREAS OF THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHER-STRIPPED TO MINIMIZE AIR LEAKAGE: A. JOINTS AROUND FENESTRATION AND DOOR FRAMES; B. JUNCTIONS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AT BUILDING CORNERS, BETWEEN WALLS AND STRUCTURAL FLOOR OR ROOFS, AND BETWEEN WALLS AND ROOF OR ROOF PANELS; C. OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH THE ROOFS, WALLS AND FLOORS; D. SITE-BUILT FENESTRATION AND DOORS; E. BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS; F. JOINTS, SEAMS AND PENETRATIONS OF AIR BARRIERS; AND G. ALL OTHER OPENINGS IN THE BUILDING ENVELOPE.12.IDENTIFICATION MARK SHALL BE APPLIED TO ALL INSULATION MATERIALS & INSULATION INSTALLED SUCH THAT THE MARK ISREADILY OBSERVABLE DURING INSPECTION.13.ALL CAVITIES IN THE THERMAL ENVELOPE SHALL BE FILLED WITH INSULATION. THE DENSITY OF THE INSULATION SHALL BE ATTHE MANUFACTURERS' PRODUCT RECOMMENDATION AND SAID DENSITY SHALL BE MAINTAINED FOR ALL VOLUME OF EACHCAVITY. BATT TYPE INSULATION WILL SHOW NO VOIDS OR GAPS AND MAINTAIN AN EVEN DENSITY FOR THE ENTIRE CAVITY. BATTINSULATION SHALL BE INSTALLED IN THE RECOMMENDED CAVITY DEPTH. WHERE AN OBSTRUCTION IN THE CAVITY DUE TOSERVICES, BLOCKING, BRACING OR OTHER OBSTRUCTION EXISTS, THE BATT PRODUCT WILL BE CUT TO FIT THE REMAININGDEPTH OF THE CAVITY. WHERE THE BATT IS CUT AROUND OBSTRUCTIONS, LOOSE FILL INSULATION SHALL BE PLACED TO FILLANY SURFACE OR CONCEALED VOIDS, AND AT THE MANUFACTURERS’SPECIFIED DENSITY. WHERE FACED BATT IS USED, THEINSTALLATION TABS MUST BE STAPLED TO THE FACE OF THE STUD. THERE SHALL BE NO COMPRESSION TO THE BATT AT THEEDGES OF THE CAVITY DUE TO INSET STAPLING INSTALLATION TABS. INSULATION THAT UPON INSTALLATION READILYCONFORMS TO AVAILABLE SPACE SHALL BE INSTALLED FILLING THE ENTIRE CAVITY AND WITHIN THE MANUFACTURERS' DENSITYRECOMMENDATION. 14.WHERE RIGID INSULATION CALLED FOR IN MORE THAN 2 OR MORE LAYERS, EDGE JOINTS BETWEEN LAYERS SHALL BESTAGGERED. MARKTHERMALRATINGWALL ASSEMBLY COMPONENTSW01EXTERIOR -1 HR -2x4 STAGGERED STUDS W02WALL ASSEMBLIES: MARKTHERMAL RATINGFLOOR ASSEMBLY COMPONENTSEXTERIOR -2x6 W06W03INTERIOR -PARTY WALL -2X4W04INTERIOR -PARTY WALL -2X6 & 2X4EXTERIORINTERIORDRAINABLE WEATHER BARRIERFIBER CEMENT CLADDING PER ELEVATIONS1/2" OSB SHEATHING PER STRUCTURALR-21 BATT INSULATION5/8" GWB TYPE 'X'PVA PRIMER VAPOR RETARDER2x6 WOOD FRAMINGSPACING PER STRUCTURALW051/2" GWB 1/2" GWB 2x6 WOOD STUD FRAMING INTERIOR WALL - 2x4 1/2" GWB1/2" GWB2x4 WOOD STUD FRAMINGSLAB ON GRADE - CONDITIONED SPACESTAIR LANDINGS - 1 HR RATEDR01TYPICAL WOOD TRUSS ROOF ASSEMBLYR-49 MIN. FIBERGLASS BATT OR BLOWN-IN INSULATION (2 LAYERS R30C = 20.5" BATT THICKNESS)MANUFACTURED WOOD ROOF TRUSSES AT 24" O.C.ASPHALT SHINGLES, CLASS 'C' MIN.1/2" GWB CEILINGRC-1 RESILIENT CHANNEL AT 16" O.C.ROOF SHEATHING PER STRUCTURALROOFING UNDERLAYMENTAIR BARRIER PRIMER/SEALANT WITH PERM RATING OF 1.0 OR LESSINTERIOR WALL - 2x6ROOF ASSEMBLIES:U-VALUE: 0.020SOURCE: 2018 WSECTABLE A102.1 (ADV FRM)WOOD FLOOR - WOOD JOISTSU-VALUE: 0.054SOURCE: 2018 WSECTABLE A103.3.1(5)(INTERMEDIATE FRAMING)N/AN/AEXTERIORINTERIORDRAINABLE WEATHER BARRIERFIBER CEMENT CLADDING PER ELEVATIONS1/2" OSB SHEATHING PER STRUCTURALR-21 BATT INSULATION5/8" GWB TYPE 'X'PVA PRIMER VAPOR RETARDER2x4 WOOD FRAMING, STAGGERED STUDS PER STRUCTURAL5/8" TYPE 'X' GYPSUM SHEATHING1/2" OSB SHEATHING PER STRUCTURALACCOUSTICAL BATT INSULATION5/8" GWB TYPE 'X'2x6 WOOD FRAMINGSPACING PER STRUCTURAL5/8" GWB TYPE 'X'2x4 WOOD FRAMINGSPACING PER STRUCTURAL1/2" OSB SHEATHING PER STRUCTURALACCOUSTICAL BATT INSULATION5/8" GWB TYPE 'X'2x4 WOOD FRAMINGSPACING PER STRUCTURAL5/8" GWB TYPE 'X'2x4 WOOD FRAMINGSPACING PER STRUCTURALREINFORCED CONCRETE SLAB ON GRADE15 MIL VAPOR BARRIER TAPED & SEALED2" R-10 MIN. XPS INSULATION, 24" WIDE STRIP AT PERIMETER OF CONDITIONED SPACECAPILLARY BREAK PER GEOTECHFINISH FLOOR PER PLANUNDISTURBED NATIVE SOIL OR COMPACTED GRANULAR FILL PER GEOTECH REPORTF01F VALUE: 0.70SOURCE: 2018 WSCETABLE: A106.13/4" GYPCRETE19/32" T&G FLOOR SHEATHING PER STRUCT.WD. JOIST, SIZE & SPACING PER STRUCT.1 LAYER 5/8" PROPRIETARY TYPE 'X' GYPSUM WALLBOARDF02RC-1 RESILIENT CHANNEL AT 16" O.C.FINISH FLOOR PER PLAN. PROVIDE ACOUSTIC MAT UNDERLAYMENT AT HARD FINISHED FLOOR SURFACESF041/2" TYPE 'X' GYPSUM WALLBOARDWOOD JOIST, SIZE & SPACING PER STRUCTURALSHEATHINGDECK COATINGT&G FLOOR SHEATHING PER STRUCT.W07INTERIOR WALL - 2x4 FURRING 1/2" GWB2x4 WOOD STUD FRAMINGN/AW08INTERIOR WALL - 1 HR RATED1/2" GWB2x6 WOOD STUD FRAMINGSOUNDRATINGFIRERATINGSOUNDRATINGFIRERATINGSTC:58 TEST SOURCE:NRC-CNRCTL-93-270 STC: 35-39 TEST SOURCE:TEST SOURCE: G&H NG-246FT7-2-65 GYPCRETE & CARPET:STC 58IIC 73TEST SOURCE: IN04-010 / 4-22-04TEST SOURCE:GYPSUM ASSOC.FIRE RESISTANCE DESIGN MANUAL 23rd ED. -FC51091HR. TEST SOURCE:GYPSUM ASSOC.FIRE RESISTANCE DESIGN MANUAL 23rd ED. -WP3269 FLOOR ASSEMBLIES: F033-1/2" MIN. UNFACED ACOUSTIC BATT INSULATION N/AN/AN/A N/AN/AN/AN/ASTC: 35-39 TEST SOURCE:TEST SOURCE: G&H NG-246FT7-2-65 1HR. GYPCRETE & GENERIC SHT VINYL:STC 58IIC 48TEST SOURCE: IN04-013 / 4-26-04STC:58 TEST SOURCE:NRC-CNRCTL-93-270 1HR. TEST SOURCE:GYPSUM ASSOC.FIRE RESISTANCE DESIGN MANUAL 23rd ED. -WP3269 INTERIOR WALL - 2x6 FURRING W091/2" SHEATHING PER STRUCTURAL, WHERE INDICATED (NOT SHOWN)1 HR.TEST SOURCE: GYPSUM ASSOC.FIRE RESISTANCE DESIGN MANUAL 23rd ED. -WP3242STC 50-54TEST SOURCE: NRCCTL-93-098& IRC-IR-761, 3-985/8" TYPE 'X' GWBEXTERIOR SIDEUNIT SIDE2x6 WOOD STUD FRAMING AT SPACING PER STRUCTURAL (16" OC MAX)RC-1 RESILIENT CHANNEL AT 24" O.C.3-1/2" MIN. UNFACED ACOUSTIC BATT INSULATION 5/8" TYPE 'X' GWB1/2" FIBER CEMENT SOFFIT PANELN/AN/AN/A1HR. TEST SOURCE:GYPSUM ASSOC.FIRE RESISTANCE DESIGN MANUAL 23rd ED. -WP3371 N/AU-VALUE: 0.054SOURCE: 2018 WSECTABLE A103.3.1(5)(INTERMEDIATE FRAMING)1HR. TEST SOURCE:GYPSUM ASSOC.FIRE RESISTANCE DESIGN MANUAL 23rd ED. -FC5410 N/AN/AN/AN/APROVIDE INSULATION BAFFLES WHERE ATTIC CLEARANCE IS LESS THAN INDICATED INSULATION THICKNESS2x6 WOOD FRAMINGSPACING PER STRUCTURALW03aW03bDECK N/AN/AN/A19/32" T&G FLOOR SHEATHING PER STRUCT.1/2" FIBER CEMENT SOFFIT PANEL; NO VAPOR BARRIER AT THIS ASSEMBLY PER IBC 1203.3SEAL PERIMETER, ALL JOINTS15/32" SHEATHINGDECK COATINGWOOD JOIST, SIZE & SPACING PER STRUCTURALR02N/A1HR. TEST SOURCE:GYPSUM ASSOC.FIRE RESISTANCE DESIGN MANUAL 23rd ED. -RC2609 N/AWOOD TRUSS ROOF ASSEMBLY @ STAIR - 1 HR RATEDFIBERGLASS BATT OR BLOWN-IN INSULATION (REQ. FOR 1 HR RATING) MANUFACTURED WOOD ROOF TRUSSES AT 24" O.C.ASPHALT SHINGLES, CLASS 'C' MIN.1 LAYER 5/8" PROPRIETARY TYPE 'X' GYPSUM WALLBOARDRC-1 RESILIENT CHANNEL AT 16" O.C.ROOF SHEATHING PER STRUCTURALROOFING UNDERLAYMENTN/AWRB & FINISHED CEILING (FIBER CEMENT) AT UNDERSIDEN/A5/8" TYPE 'X' GWB SHEATHING W01bW01b1HR. TEST SOURCE:GYPSUM ASSOC.FIRE RESISTANCE DESIGN MANUAL 23rd ED. -WP8105 TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt1" = 1’−0"12/17/2021 3:53:45 PM_ A801TMG12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsASSEMBLIESSCHEDULESRevision Schedule# DESCRIPTION DATE TEST REPORTASSEMBLIESWALL ASSEMBLY TEST REPORTSW03W04TEST REPORTASSEMBLIESTEST REPORTASSEMBLIESF02FLOOR ASSEMBLY TEST REPORTSROOF ASSEMBLY TEST REPORTSW09F04R03W02W01bTRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt1" = 1’−0"12/17/2021 3:53:56 PM_ A802TMG12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsTEST REPORTS &FINISHSCHEDULESRevision Schedule# DESCRIPTION DATEFINISH SCHEDULERM # ROOM NAMEFLOORING BASE WALL CEILINGMAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN.C106 SP. RISER CONCC107 MAINTENANCE CONCC108 TOILETC109 FITNESSC110 BACK OFF.C111 LEASING SPACEC112 PARCEL RM CONCC113 VEST.UNIT FINISH SCHEDULENAMEFLOORING BASE WALL CASEWORK CEILINGTYPE FIN. MATL. FIN. MATL. FIN. BASE UPPER COUNTER BACKSPLASH MATL. FIN.BATHROOM LVP-1 FF RB-1 PT-2 GWB PT-1 WV-1 WV-1 SS-1 SS-1 GWB PT-1BEDROOM CPT-1 FF WB-1 PT-2 GWB PT-1 - - - - GWB PT-1CLOSET CPT FF WB-1 PT-2 GWB PT-1 - - - - GWB PT-1DECK DECK COATING NAT. - - - - - - - - - -DECK STORAGE CL DECK COATING FF - - - - - - - - - -DINING LVP-1 FF WB-1 PT-2 GWB PT-1 - - - - GWB PT-1ENTRY LVP-1 FF WB-1 PT-2 GWB PT-1 - - - - GWB PT-1KITCHEN LVP-1 FF WB-1 PT-2 GWB PT-1 WV-1 WV-1 SS-1 SS-1 GWB PT-1LIVING ROOM LVP-1 FF WB-1 PT-2 GWB PT-1 - - - - GWB PT-1WASHER / DRYER LVP-1 FF RB-1 PT-2 GWB PT-1 - - - - GWB PT-1WALL FINISHES FLOOR FINISHES SURFACE FINISHES PAINTCARPETLUXURY TILE VINYLSOLID SURFACINGWALL BASEMILLWORK / CASEWORKPT-1PT-2RB-1WB-1CPT-1LVP-1LATEX PAINT, EGGSHELL SHEEN, COLOR AS SELECTED BY OWNER, OVER PVA PRIMERAS SELECTED BY OWNER2" RUBBER BASE, COLOR/PROFILE AS SELECTED BY OWNERAS SELECTED BY OWNERWV-1QZ-1WOOD VENEER FINISH AS SELECTED BY OWNER FROM MANUFACTURER'S STANDARD FINISH OPTIONSQUARTZ 2CM -KITCHENS1x4 NOM. FINISH GRADE HARDWOODLATEX PAINT, EGGSHELL SHEEN, COLOR AS SELECTED BY OWNER, OVER PVA PRIMERSTN-1WOOD STAIN, COLOR AS SELECTED BY OWNERWD-1WOOD SILL ONLYLVP-2AS SELECTED BY OWNERPL-1PLAM BATHROOMSHEET VINYL System No. F-C-0002SECTION A-AFC 0002Page: 1 of 21. Floor-Ceiling Assembly — The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and inthe manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction features ofthe floor-ceiling assembly are summarized below:A. Floor System — Lumber of plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design. Max diam of floor opening is 1 in. (25 mm).B. Wood Joints* — Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural WoodMembers* with bridging as required and with ends firestopped.C. Furring Channels — (Not Shown) — Resilient galv steel furring installed perpendicular to wood joists between board and wood joists asrequired in the individual Floor-Ceiling Design. Furring channels spaced max 24 in. (610 mm) OC.D. Gypsum Board* — Nom 4 ft (122 cm) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. Gypsum boardsecured to wood joints or furring channels as specified in the individual Floor-Ceiling Design. Max diam of opening is 1 in. (25 mm).The F, FH and T, FT, FTH Ratings of the firestop system are equal to the hourly fire rating of the floor-ceiling assembly in which it is installed.Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 15, 2015Page: 2 of 22. Chase Wall — (Optional) - The 1 or 2 hr fire-rated single, double or staggered wood stud/gypsum board chase wall shall be constructed of thematerials and in the manner specified in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire ResistanceDirectory and shall include the following construction features:A. Studs — Nom 2 by 4 in or 2 by 6 in. (51 by 102 or 51 by 152 mm) lumber studs.B. Sole Plate — Nom 2 by 4 in or 2 by 6 in. (51 by 102 or 51 by 152 mm) lumber plates.C. Top Plate — The double top plate shall consist of two nom or 2 by 4 in. or 2 by 6 in. (51 by 102 or 51 by 152 mm) lumber plates. Max diamof opening is 1 in.D. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design.3. Fill, Void or Cavity Material+ — Sealant — Min 3/4 in. (19 mm) thickness of fill material applied within the annulus on top surface of floor or soleplate of chase wall. Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with the bottom surface of the ceiling or lowertop plate.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS ONE Sealant, FS-ONE MAX Intumescent Sealant or CP606 Sealant.* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.1A32B1B1D2C2A32DSystem No. F-C-0002FC 0002Hilti Firestop Systems Hilti Firestop SystemsReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 15, 2015CCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USCCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USANSI/UL1479 (ASTM E814) CAN/ULC S115F Ratings — 1 and 2 Hr (See Item 1) F Ratings — 1 and 2 Hr (See Item 1)T Ratings — 1 and 2 Hr (See Item 1) FT Ratings — 1 and 2 Hr (See Item 1)FH Ratings — 1 and 2 Hr (See Item 1)FTH Ratings — 1 and 2 Hr (See Item 1)System No. F-C-1009FC 1009Page: 1 of 21. Floor-Ceiling Assembly — The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and inthe manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The F Rating of the firestop systemis equal to the rating of the floor-ceiling assembly. The general construction features of the floor-ceiling assembly are summarized below:A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design. Diam of opening to be max 1 in. (25 mm) larger than diam of pipe. As an alternate, the opening may be square-cut witha max dimension 1 in. (25 mm) greater than the diam of the pipe.B. Wood Joists* — Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural WoodMembers* with bridging as required and with ends firestopped.C. Furring Channels — (Not Shown) —(As required ) Resilient galvanized steel furring installed in accordance with the manner specified in theindividual L500 Series Designs in the Fire Resistance Directory.D. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design. Diam ofopening to be max 1 in. (25 mm) larger than diam of pipe.Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 15, 2015Page: 2 of 22. Chase Wall — (Optional) - The through penetrant (Item 3) may be routed through a 1 or 2 hr fire-rated single, double or staggered woodstud/gypsum board chase wall having a fire rating consistent with that of the floor-ceiling assembly. Depth of chase wall to be min 1 in. greaterthan the diameter of the through penetrant. The chase wall shall be constructed of the materials and in the manner specified in the individualU300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:A. Studs — Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs. Nom 2 by 4 in.(51 by 102 mm) studs are allowed for through-penetrants (Item 3) not exceeding nom 2 in. (51 mm) diam.B. Sole Plate — Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted.Diam of opening is to be max 1 in. (925 mm) larger than diam of pipe. As an alternate, the opening may be square-cut with a max dimension1 in. (25 mm) greater than the diam of the pipe. Plates may be discontinuous over opening, terminating at two opposing edges of opening.Max length of discontinuity to be 1 in. (25 mm) greater than diam of through penetrant.C. Top Plate — The double top plate shall consist of two nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or two sets of parallel 2 by 4in. (51 by 102 mm) lumber plates, tightly butted. Diam of opening is to be max 1 in. (25 mm) larger than diam of pipe. As an alternate, theopening may be square-cut with a max dimension 1 in. (25 mm) greater than the diam of the pipe. Plates may be discontinuous over opening,terminating at two opposing edges of opening. Max length of discontinuity to be 1 in. (25 mm) greater than diam of through penetrant.D. Steel Plate — When lumber plates are discontinuous, nom 1-1/2 in. (38 mm) wide No. 20 gauge (or heavier) galv steel plates shall beinstalled to connect each discontinuous lumber plate and to provide a form for the fill material. Steel plates sized to lap 2 in. (51 mm) ontoeach discontinuous lumber plate and secured to lumber plates with steel screws or nails.E. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design.3. Through Penetrants — One metallic pipe, conduit or tubing to be installed within the firestop system. Pipe, conduit or tubing to be rigidlysupported on both sides of floor assembly. The annular space within the firestop system shall be min 0 in. (point contact) to max 1 in. (25 mm).The following types and sizes of metallic pipes or conduits may be used:A. Steel Pipe — Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.B. Iron Pipe — Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe.C. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or steel conduit.D. Copper Tubing — Nom (102 mm) 4 in. diam (or smaller) Type L (or heavier) copper tubing.E. Copper Pipe — Nom (102 mm) 4 in. diam (or smaller) Regular (or heavier) copper pipe.4. Fill, Void or Cavity Material* — Sealant — Min 3/4 in. (19 mm) thickness of fill material applied within the annulus, flush with the top surface ofthe floor or the sole plate. Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with bottom surface of ceiling or lower topplate.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP601S, CFS-S SIL GG, CP606, FS-One Sealant or FS-ONE MAX IntumescentSealant (Note: L Ratings apply only when FS-ONE Sealant is used.)* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.SECTION A-A3A4A42C2A1A2D1D2B1B3System No. F-C-1009FC 1009Hilti Firestop Systems Hilti Firestop SystemsCCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USANSI/UL1479 (ASTM E814) CAN/ULC S115F Rating — 1 and 2 Hr (See Item 1) F Rating — 1 and 2 Hr (See Item 1)T Rating — 1/4 Hr FT Rating — 1/4 HrL Rating At Ambient — Less Than 1 CFM/sq ft FH Rating — 1 and 2 Hr (See Item 1)L Rating At 400 F — 4 CFM/sq ft FTH Rating — 1/4 HrL Rating At Ambient — Less Than 1 CFM/sq ftL Rating At 400 F — 4 CFM/sq ftReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 15, 2015System No. F-C-2030FC 2030Page: 1 of 2System tested with a pressure differential of 2.5 Pa between the exposed and the unexposed surfaces with the higher pressure on the exposedside.1. Floor-Ceiling Assembly — The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and inthe manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The F Rating of the firestop systemis equal to the rating of the floor-ceiling and wall assemblies. The general construction features of the floor-ceiling assembly are summarizedbelow:A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design. Diam of opening shall be 1 in. (25 mm) larger than the nom diam of through-penetrant (Item 3).B. Joists — Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members*with bridging as required and with end firestopped.C. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design. Diam ofopening shall be 1 in. (25 mm) larger than the nom diam of through-penetrant (Item 3).D. Furring Channels — (Not Shown) (As required) - Resilient galvanized steel furring installed in accordance with the manner specified in theindividual L500 Series Designs in the Fire Resistance DirectoryReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 20, 2015F Ratings — 1 and 2 Hr (See tem 1)T Ratings — 0, 3/4, 1, 1-1/2 and 2 Hr (See Item 3)Page: 2 of 22. Chase Wall — (Optional) - The through penetrant (Item 3) may be routed through a 1 or 2 hr fire-rated single, double or staggered woodstud/gypsum wallboard chase wall having a fire rating consistent with that of the floor-ceiling assembly. The chase wall shall be constructedof the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory andshall include the following construction features:A. Studs — Nom 2 by 6 in. (51 by 152 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs.B. Sole Plate — Nom 2 by 6 in. (51 by 152 mm) (or larger) or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Diam ofopening shall be 1 in. (25 mm) larger than the nom diam of through-penetrant (Item 3).C. Top Plate — The double top plate shall consist of two nom 2 by 6 in. (51 by 152 mm) (or larger) or parallel 2 by 4 in. (51 by 102 mm)lumber plates, tightly butted. Diam of opening shall be 1 in. (25 mm) larger than the nom diam of through-penetrant (Item 3).D. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design.3. Through-Penetrants — One nom 1-1/2 in. (38 mm), 2 in. (51 mm), 3 in. (76 mm) or 4 in. (102 mm) diam nonmetallic pipe to be installedwithin the firestop system. Diam of opening through flooring system and through sole and top plates of chase wall to be max 2-1/8 in. (54mm), 2-5/8 in. (67 mm), 4 in. (102 mm) or 5 in. (127 mm) for nom 1-1/2 in. (38 mm), 2 in. (51 mm), 3 in. (76 mm) or 4 in. (102 mm) diamnonmetallic pipe sizes, respectively. Pipe to be rigidly supported on both sides of the floor-ceiling assembly. The T Rating is dependent onthe size of the through-penetrant. For 2 hr rated assemblies, the T Rating is 2 hr for 1-1/2 in. (38 mm) diam (and smaller) pipes and 1-1/2 hrfor pipes greater than 1-1/2 in. (38 mm) diam. For 1 hr rated assemblies, the T rating is 1 hr for 1-1/2 in. (38 mm) diam (and smaller) pipes,3/4 hr for 2 in. (51 mm) diam pipes and 0 hr for pipes greater than 2 in. (51 mm) diam. The following types of nonmetallic pipes may be used:A. Polyvinyl Chloride (PVC) Pipe — Schedule 40 solid-core or cellular core PVC pipe for use in closed (process or supply) or vented (drain,waste or vent) piping system.B. Chlorinated Polyvinyl Chloride (CPVC) Pipe — SDR17 CPVC pipe for use in closed (process or supply) or vented (drain, waste or vent)piping systems.C. Acrylonitrile Butadiene Styrene (ABS) pipe — Schedule 40 solid-core or cellular core ABS pipe for use in closed (process or supply) orvented (drain, waste or vent) piping systems.D. Flame Retardant Polypropylene(FRPP) Pipe — Schedule 40 FRPP pipe for use in closed (process or supply) or vented (drain, waste orvent) piping system.4. Firestop System — The details of the firestop system shall be as follows:A. Fill, Void or Cavity Material* — Sealant — Min 3/4 in. (19 mm) thickness of fill material to be installed within the annular space betweenthe pipe and the flooring (Item 1A) or sole plate. Min 5/8 in. (16 mm) thickness applied within the annular space, flush with the bottomsurface of ceiling or lower top plate.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealantor FS-ONE MAX Intumescent Sealant.B. Firestop Device* — Firestop Collar — Firestop collar shall be installed in accordance with the accompanying installation instructions.Collar to be installed and latched around the pipe and secured to underside of ceiling or chase wall top plate (Item 2C) using the anchorhooks provided with the collar. (Minimum 2 anchor hooks for 1-1/2 (38 mm) and 2 in. (51 mm) diam pipes and 3 anchor hooks for 3 in.(76 mm) diam pipes). The anchor hooks are to be secured to the ceiling with min 3/16 in. (5 mm) diam steel toggler bolts or to the chasewall top plate with min No. 12 by min 1 in. (25 mm) long steel wood screws in conjunction with steel washers.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 643 50/1.5"N, CP643 63/2"N, CP 643 90/3"N or CP643 110/4"NFirestop Collar* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.System No. F-C-2030FC 20302D2B2A1A1C4B2C34A1BHilti Firestop SystemsHilti Firestop SystemsCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 20, 2015Hilti Firestop Systems Hilti Firestop SystemsPage: 1 of 2Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 15, 2015Page: 2 of 23. Through — Penetrants — One nonmetallic pipe to be installed either eccentrically or concentrically within the firestop system. The annular spacebetween the through penetrant and the periphery of the opening shall be a min 0 in. (point contact) to a max of 5/8 in. (16 mm). Pipe to be rigidlysupported on both sides of the floor-ceiling assembly. The following types and sizes of nonmetallic pipes may be used.A. Polyvinyl Chloride (PVC) Pipe — Nom 2 in. (51 mm) diam (or smaller) Schedule 40 cellular or solid core PVC pipe for use in closed (processor supply) or vented (drain, waste, or vent) piping systems.B. Acrylonitrile Butadine Styrene (ABS) Pipe — Nom 2 in. (51 mm) diam (or smaller) Schedule 40 cellular or solid core ABS pipe for use inclosed (process or supply) or vented (drain, waste or vent) piping systems.C. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 2 in. (51 mm) diam (or smaller) SDR17 CPVC pipe for use in closed (process or supply)or vented (drain, waste or vent) piping systems.4. Fill, Void or Cavity Material* — Sealant — Min 3/4 in. (19 mm) thickness of fill material applied within the annulus, flush with top surface of flooror sole plate. Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with and flush with bottom surface of ceiling or of lowertop plate.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.System No. F-C-2142FC 2142F Rating — 1 HrT Rating — 0 HrSystem No. F-C-2142FC 2142SECTION A-AAA1A2B2A341B1D42A2D2C1. Floor-Ceiling Assembly — The fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in themanner specified in individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction details of thefloor-ceiling assembly are summarized below:A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design. Diam of opening shall be 1 in. (25 mm) larger than the nom diam of through-penetrant (Item 3).B. Wood Joists — Nom 2 by 10 in. (51 by 254 mm) lumber joists spaced 16 in. (406 mm) OC with nom 1 by 3 in. (25 by 76 mm) lumberbridging and with ends firestopped. As an alternate to lumber joists, nom 10 in. (254 mm) deep (or deeper) lumber, steel or combinationlumber and steel joists, trusses or Structural Wood Members* with bridging as required with ends firestopped.C. Furring Channels — (Not shown) — Resilient galv steel furring installed perpendicular to wood joists (Item 1B) between wallboard (Item 1D)and wood joists as required in the individual Floor-Ceiling Design.D. Gypsum Board* — Nom 4 ft (1.2 m) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. Diam of opening shallbe 1 in. (25 mm) larger than the nom diam of through-penetrant (Item 3).2. Chase Wall — (Optional) - The through penetrant (Item 3) may be routed through a 1 hr fire-rated single, double or staggered wood stud/gypsumwallboard chase wall constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the ULFire Resistance Directory and shall include the following construction features:A. Studs — Nom 2 by 4 in. (51 by 102 mm) lumber studs.B. Sole Plate — Nom 2 by 4 in. (51 by 102 mm) lumber plates. Diam of opening shall be 1 in. (25 mm) larger than the nom diam ofthrough-penetrant (Item 3).C. Top Plate — The double top plate shall consist of two nom 2 by 4 in. (51 by 102 mm) lumber plates. Diam of opening shall be 1 in. (25 mm)larger than the nom diam of through-penetrant (Item 3).D. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design.CLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 15, 2015Hilti Firestop SystemsSystem No. F-C-2203FC 22031. Floor-Ceiling Assembly — The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in themanner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction features of thefloor-ceiling assembly are summarized below:A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design. Max diam of opening shall be 5 in. (127 mm).B. Wood Joist* — Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural WoodMembers* with bridging as required and with ends firestopped.C. Gypsum Board* — Nom 5/8 in. (16 mm) thick, 4 ft (1.2 m) wide as specified in the individual Floor-Ceiling Design.2. Closet Flange — Acrylonitrile butadiene styrene (ABS) or polyvinyl chloride (PVC) closet stub sized to accommodate drain pipe. Closet flangeinstalled over drain piping within floor opening with flange secured to plywood floor with steel screws. Diam of circular opening through flooring(Item 1A) to be max 1/2 in. (13 mm) larger than outside diam of closet flange.3. Drain Piping — Nom 4 in. (102 mm) diam (or smaller) Schedule 40 acrylonitrile butadiene styrene (ABS) or polyvinyl chloride (PVC) drain pipeand 90 degree elbow for use in vented (drain, waste or vent) piping systems. Pipe installed concentrically within firestop system.4. Fill, Void or Cavity Materials*—Sealant — Min 3/4 in. (19 mm) thickness of fill material applied within the annulus, flush with the bottom surfaceof floor.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant5. Water Closet — (Not Shown)—Floor mounted vitreous china water closet.* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 5, 2017F Rating — 1 HrT Rating — 1 Hr1423CLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479Hilti Firestop SystemsSystem No. F-C-2204FC 2204Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 21, 2015F Rating - 1 HrT Rating - 1/2 HrCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479SECTION A-A1. Floor — Ceiling Assembly — The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and inthe manner specified in the individual L500 Series Floor-Ceiling Designs in theUL Fire Resistance Directory. The general construction features ofthe floor-ceiling assembly are summarized below:A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design. Rectangular cutout in flooring to accommodate the bathtub drain piping (Item 2) to be max 8 in. by 12 in. (203 by 305mm). Cutout to be patched on underside of subfloor using one layer of min 3/4 in. (19 mm) thick plywood or min 5/8 in. (16 mm) thick gypsumboard (Item 1C) sized to lap min 2 in. (51 mm) beyond each edge of rectangular cutout. Patch split into two pieces at opening andhole-sawed for bathtub drain piping. Diam of opening hole sawed through patch to accommodate drain piping (Item 2) to be 1 in. (25 mm)larger than outside diam of drain piping and positioned such that the annular space between drain piping and periphery of opening is min 0 in.(point contact) to max 1 in. (25 mm). Two pieces positioned around drain piping, with cut edges tightly butted, and screw-attached tounderside of subfloor with 1-1/4 in. (32 mm) long steel screws spaced max 6 in. (152 mm) OC.B. Wood Joists* — Nom 10 in. (154 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural WoodMembers* with bridging as required and with ends firestopped.C. Gypsum Board* — Nom 5/8 in. (16 mm) thick, 4 ft (122 cm) wide as specified in the individual Floor-Ceiling Design.2. Drain Piping — Nom 1-1/2 in. (38 mm, or smaller) diam Schedule 40 acrylonitrile butadiene styrene (ABS) or polyvinyl chloride (PVC) pipe anddrain fittings cemented together and provided with ABS or PVC bathtub waste/overflow fittings. Annular space shall be min 0 in. (point contact) tomax 1 in.3. Fill Void or Cavity Materials* — Min 5/8 in. (16 mm) depth or fill material applied within the annulus, flush with both surfaces of plywood orgypsum board patch.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE-MAX Intumescent Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.AA23132ASystem No. F-C-2310FC 2310Page: 1 of 21. Floor-Ceiling Assembly — The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and inthe manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The F Rating of the firestop systemis equal to the rating of the floor-ceiling and wall assemblies. The T Rating of the firestop system is 1 hr for 1 hr rated floor-ceiling and wallassemblies and 1-1/2 hr for 2 hr rated floor-ceiling and wall assemblies. The general construction features of the floor-ceiling assembly aresummarized below:A. Forming Material — Lumber or plywood subfloor with finish floor or lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design. Max diam of floor opening is 3 in. (76 mm).B. Wood Joists* — For 1 hr fire-rated floor-ceiling assemblies nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber andsteel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. For 2 hr fire-rated floor-ceilingassemblies, nom 2 by 10 in. (51 by 254 mm) lumber joists spaced 16 in. OC with nom 1 by 3 in. (25 by 76 mm) lumber bridging and with endsfirestopped.C. Furring Channels — (Not Shown) — (As required) - Resilient galvanized steel furring installed in accordance with the manner specified inthe individual L500 Series Designs in the Fire Resistance Directory.D. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design. Max diam ofopening is 3 in. (76 mm).2. Chase Wall — (Optional) - The 1 or 2 hr fire-rated single wood stud/gypsum wallboard chase wall shall be constructed of the materials and in themanner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the followingconstruction features:A. Studs — Nom 2 by 4 in. (51 by 102 mm) lumber studs.B. Sole Plate — Nom 2 by 4 in. (51 by 102 mm) lumber plates.C. Top Plate — The double top plate shall consist of two nom 2 by 4 in. (51 by 102 mm) lumber plates. Max diam of opening is 3 in. (76 mm).D. Gypsum Board — Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design.F Ratings — 1 and 2 Hr (See Item 1)T Ratings — 1 and 1-1/2 Hr (See Item 1)Page: 2 of 23. Through-Penetrants — Nom 1 in. (25 mm) diam (or smaller) SDR 9 (or heavier) cross-linked polyethylene (PEX) tubing for use in closed(process or supply) piping systems. A max of three tubes may be installed in the opening. The annular space between the tubing and theperiphery of the opening shall be a min of 3/16 in. (5 mm) to a max of 1 in. (25 mm). The space between the tubes shall be a min of 0 in. (pointcontact) to a max of 1/4 in. (6 mm). Tubing to be rigidly supported on both sides of the floor-ceiling assembly.4. Fill, Void or Cavity Material* — Sealant — Min 3/4 in. (19 mm) thickness of fill material applied within the annulus, flush with top surface of flooror sole plate and a min 3/4 in. (19 mm) thickness of fill material applied within the annulus, flush with the bottom surface of the lower top plate.Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with the bottom surface of the ceiling or lower top plate.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE-MAX Intumescent Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.System No. F-C-2310FC 231031A1B2A42B1D2C42A2DHilti Firestop Systems Hilti Firestop SystemsReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 15, 2015CLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 15, 2015System No. F-C-1059SECTION A-AFC 1059Page: 1 of 21. Floor-Ceiling Assembly — The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and inthe manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The F, FH Rating of the firestopsystem is equal to the rating of the floor-ceiling and wall assemblies. The T, FT and FTH Rating of the firestop system is 0 hr for 1 hr rated floorceiling assembly and 1/2 hr for 2 hr rated floor ceiling assembly. The general construction features of the floor-ceiling assembly are summarizedbelow:A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design. Max diam of opening shall be 7-5/8 in. (194 mm).B. Wood Joists* — Nom 10 in (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural WoodMembers* with bridging as required and with ends firestopped.C. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design. Max diam ofopening shall be 7-5/8 in. (194 mm).D. Furring Channels — (Not Shown) (As required) Resilient galvanized steel furring installed in accordance with the manner specified in theindividual L500 Series Designs in the Fire Resistance Directory.AReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 15, 2015Page: 2 of 21.1 Chase Wall — (Not Shown, Optional)—The through penetrants (Item 2) may be routed through a 1 or 2 hr fire-rated single, double or staggeredwood stud/gypsum wallboard chase wall having a fire rating consistent with that of the floor-ceiling assembly. The chase wall shall be constructedof the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory andshall include the following construction features :A. Studs — Nom 2 by 8 in. (51 by 203 mm) lumber or double nom 2 by 6 in. (51 by 152 mm) lumber studs.B. Sole Plate — Nom 2 by 8 in. (51 by 203 mm) lumber or parallel 2 by 6 in. (51 by 152 mm) lumber plates, tightly butted. Max diam of openingshall be 7-5/8 in. (194 mm).C. Top Plate — The double top plate shall consist of two nom 2 by 8 in. (51 by 203 mm) lumber plates or two sets of nom 2 by 6 in. (51 by 152mm) lumber plates tightly butted. Max diam of opening is 7-5/8 in. (194 mm).D. Gypsum Board* — Thickness, type, number or layers and fasteners shall be as specified in individual Wall and Partition Designs.2. Through Penetrants — One metallic tubing, pipe or conduit to be installed concentrically or eccentrically within the firestop system. Annularspace between pipe or conduit and edge of opening to be min 1/4 in. (6 mm) and max 3/4 in. (19 mm). Pipe, tubing or conduit to be rigidlysupported on both sides of floor-ceiling assembly. The following types and sizes of metallic pipes, tubing or conduit may be used:A. Steel Pipe — Nom 6 in. (152 mm) diam (or smaller) Schedule 40 (or heavier) steel pipe.B. Iron Pipe — Nom 6 in. (152 mm) diam (or smaller) cast or ductile pipe.C. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or nom 6 in. diam (or smaller) steel conduit.D. Steel Flexible Metal Conduit + — Nom 2 in. (51 mm) diam (or smaller) steel flexible metal conduit.See Flexible Metal Conduit (DXUZ) category in the Electrical Construction Materials Directory for names of manufacturers.3. Fill, Void or Cavity Material*—Sealant — Min 5/8 in. (16 mm) or 1-1/4 in. (32 mm) thickness of sealant applied within annular space, flush withthe bottom surface of gypsum wallboard or lower top plate for 1 and 2 hr floors respectively. Min. 3/4 in. (19 mm) thickness of sealant appliedwithin annular space, flush with top surface of floor or sole plate.HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant+Bearing the UL Listing Mark.* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.System No. F-C-1059FC 1059A31A321B1CCCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USHilti Firestop SystemsHilti Firestop SystemsReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 15, 2015ANSI/UL1479 (ASTM E814) CAN/ULC S115F Rating — 1 and 2 Hr F Rating — 1 and 2 HrT Rating — 1 and 2 Hr FT Rating — 1 and 2 HrL Rating At Ambient — Less Than 1 CFM/sq ft FH Rating — 1 and 2 HrL Rating At 400 F — 4 CFM/sq ft FTH Rating — 1 and 2 HrW Rating — Class 1 (See Item 4) L Rating At Ambient — Less Than 1 CFM/sq ftL Rating At 400 F — 4 CFM/sq ftFC 7025System No. F-C-7025SECTION A-A1. Floor-Ceiling Assembly — The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in themanner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction features of thefloor-ceiling assembly are summarized below:A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design. Max diam of opening shall be 11 in. (279 mm).B. Wood Joists* — Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural WoodMembers* with bridging as required and with ends firestopped.C. Gypsum Board* — Nom 4 ft (1.22 m) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. Gypsum boardsecured to wood joists or furring channels as specified in the individual Floor-Ceiling Design. Max diam of opening shall be 11 in. (279 mm).1A. Chase Wall — (Optional, Not Shown) — The through penetrants (Item 2) may be routed through a 1 hr fire rated single, double or staggeredwood stud/gypsum board chase wall. Depth of chase wall stud cavity to be min 1/2 in. (13 mm) greater than diameter of opening cut in sole andtop plates to accommodate the through penetrant (Item 2). The chase wall shall be constructed of the materials and in the manner specified inthe individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:A. Studs — Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm), 2 by 8 in. (51 by 203 mm) or double nom 2 by 4 in. (51 by 102 mm)lumber studs.B. Sole Plate — Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or 2 by 8 in. (51 by 203 mm) lumber plates or double nom 2 by 4 in.(51 by 102 mm) lumber plates tightly butted together. Circular opening to be centered in sole plate. Sole plate to be min 1 in. (25mm) widerthan diam of opening. Max diam of opening in sole plate is 11 in. (279 mm).C. Top Plate — The double top plate shall consist of two nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or 2 by 8 in. (51 by 203 mm)lumber plates or double nom 2 by 4 in. (51 by 102 mm) lumber plates tightly butted together. Circular opening to be centered in top plate. Topplate to be min 1 in. (25mm) wider than diam of opening. Max diam of opening in top plate is 5-1/2 in. (140 mm).D. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design.2. Steel Duct — One steel duct to be installed concentrically or eccentrically within the opening. The annular space between the steel duct and theperiphery of opening shall be min 0 in. (0 mm, point contact) to max 1 in. (25 mm). Steel duct to be rigidly supported on both sides of floor-ceilingassembly. The following sizes of steel ducts may be used:A. Max 10 in. (254 mm) diam by min 0.019 in. (0.50 mm) thick steel duct.B. Max 4 in. (102 mm) diam by min 0.016 in. (0.40 mm) thick steel duct.3. Fill, Void or Cavity Materials*-Sealant — Min 3/4 in. (19 mm) thickness of sealant applied within the annulus flush with the top surface of the flooror sole plate. Min 5/8 in. (16 mm) thickness of sealant applied within the annulus flush with the bottom surface of gypsum board or lower topplate. A min 1/2 in. (13 mm) diam bead of sealant to be applied at the duct/subflooring or sole plate interface and the duct/gypsum board or topplate interface.HILTI CONSTRUCTION CHEMICALS, DIV OFHILTI INC — CP 606 Flexible Firestop Sealant*Bearing the UL Classification MarkAReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.October 09, 2006F Rating — 1 HrT Rating — 0 HrA23231A1B1C3Hilti Firestop SystemsCCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115US1. Floor-Ceiling Assembly — The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in themanner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction features of thefloor-ceiling assembly are summarized below:A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design. Max diam of opening shall be 11 in. (279 mm).B. Wood Joists* — Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural WoodMembers* with bridging as required and with ends firestopped.C. Gypsum Board* — Nom 4 ft (1.22 m) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. Gypsum boardsecured to wood joists or furring channels as specified in the individual Floor-Ceiling Design. Max diam of opening shall be 11 in. (279 mm).1A. Chase Wall — (Optional, Not Shown) — The through penetrants (Item 2) may be routed through a 1 hr fire rated single, double or staggeredwood stud/gypsum board chase wall. Depth of chase wall stud cavity to be min 1/2 in. (13 mm) greater than diameter of opening cut in sole andtop plates to accommodate the through penetrant (Item 2). The chase wall shall be constructed of the materials and in the manner specified inthe individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:A. Studs — Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm), 2 by 8 in. (51 by 203 mm) or double nom 2 by 4 in. (51 by 102 mm)lumber studs.B. Sole Plate — Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or 2 by 8 in. (51 by 203 mm) lumber plates or double nom 2 by 4 in.(51 by 102 mm) lumber plates tightly butted together. Circular opening to be centered in sole plate. Sole plate to be min 1 in. (25mm) widerthan diam of opening. Max diam of opening in sole plate is 11 in. (279 mm).C. Top Plate — The double top plate shall consist of two nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or 2 by 8 in. (51 by 203 mm)lumber plates or double nom 2 by 4 in. (51 by 102 mm) lumber plates tightly butted together. Circular opening to be centered in top plate. Topplate to be min 1 in. (25mm) wider than diam of opening. Max diam of opening in top plate is 5-1/2 in. (140 mm).D. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design.2. Steel Duct — One steel duct to be installed concentrically or eccentrically within the opening. The annular space between the steel duct and theperiphery of opening shall be min 0 in. (0 mm, point contact) to max 1 in. (25 mm). Steel duct to be rigidly supported on both sides of floor-ceilingassembly. The following sizes of steel ducts may be used:A. Max 10 in. (254 mm) diam by min 0.019 in. (0.50 mm) thick steel duct.B. Max 4 in. (102 mm) diam by min 0.016 in. (0.40 mm) thick steel duct.3. Fill, Void or Cavity Materials*-Sealant — Min 3/4 in. (19 mm) thickness of sealant applied within the annulus flush with the top surface of the flooror sole plate. Min 5/8 in. (16 mm) thickness of sealant applied within the annulus flush with the bottom surface of gypsum board or lower topplate. A min 1/2 in. (13 mm) diam bead of sealant to be applied at the duct/subflooring or sole plate interface and the duct/gypsum board or topplate interface.HILTI CONSTRUCTION CHEMICALS, DIV OFHILTI INC — CP 606 Flexible Firestop Sealant*Bearing the UL Classification MarkA23CClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt12" = 1’−0"12/17/2021 3:54:04 PM_ A803TMG12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsFIRESTOPPINGDETAILSRevision Schedule# DESCRIPTION DATE Hilti Firestop Systems Hilti Firestop SystemsSystem No. F-C-2389FC 2389Page: 1 of 21. Floor-Ceiling Assembly — The fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in themanner specified in individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction details of thefloor-ceiling assembly are summarized below:A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design. Max diam of floor opening is 4 in. (102 mm).B. Wood Joists — Nom 2 by 10 in. (51 by 254 mm) lumber joists spaced 16 in. (406 mm) OC with nom 1 by 3 in. (25 by 76 mm) lumberbridging and with ends firestopped. As an alternate to lumber joists, nom 10 in. (254 mm) deep (or deeper) lumber, steel or combinationlumber and steel joists, trusses or Structural Wood Members* with bridging as required with ends firestopped.C. Furring Channels — (Not shown) — Resilient galv steel furring installed perpendicular to wood joists (Item 1B) between wallboard (Item 1D)and wood joists as required in the individual Floor-Ceiling Design.D. Gypsum Board* — Nom 4 ft (122 cm) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design.Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 20, 2015F Rating — 1 HrT Ratings — 0, 3/4 and 1 Hr (See Item 3)AAPage: 2 of 22. Chase Wall — The through penetrant (Item No. 3) shall be routed through a single, double or staggered wood studs/gypsum board chasewall and shall include the following construction features:A. Studs — Nom 2 by 4 in. (51 by 102 mm) or nom 2 by 6 in. (51 by 152 mm) lumber studs.B. Sole Plate — Nom 2 by 4 in. (51 by 102 mm) or 2 by 6 in. (51 by 152 mm) lumber plates. Max diam of opening is 4 in. (102 mm) whennom 3 in. (76 mm) diam penetrants are used. Max diam of opening is 3 in. (76 mm) when nom 2 in. (51 mm) or smaller diam penetrantsare used.C. Top Plate — The double top plate shall consist of two nom 2 by 4 in. (51 by 102 mm) or 2 by 6 in. (51 by 152 mm) lumber plates. Maxdiam of opening is 4 in. (102 mm) when nom 3 in. (76 mm) diam penetrants are used. Max diam of opening is 3 in. (76 mm) when nom 2in. diam penetrants are used.C. Gypsum Board — Min 1/2 in. (13 mm) rated or non-rated gypsum board.E. Steel Straps — (Not shown) — Steel straps to be used when top and sole plates are discontinuous and shall meet the structuralrequirements of the wall. Min 1-1/2 in. (38 mm) wide by 20 gauge (or heavier) galvanized steel straps used to bridge opening on bothsides of wall at sole plate when sole plate is discontinuous at opening in plywood floor. Steel straps to be cut to overlap a min of 2 in. (51mm) onto sole plate on each side of opening and secured to sole plate with a min of two nails or screws on each side of opening on bothsides of wall. Min 3 in. (76 mm) wide by 20 gauge (or heavier) galvanized steel straps used to bridge opening on both sides of wall atdouble top plate when top plate is discontinuous at opening. Steel straps to be cut to overlap a min of 2 in. (51 mm) onto top plate oneach side of opening and secured to top plates with a min of two nails or screws on each side of opening on both sides of wall.3. Through Penetrants — One nonmetallic pipe to be installed either eccentrically or concentrically within the firestop system. The annularspace between the through penetrant and the periphery of the opening shall be a min 0 in. (point contact) to a max of 5/8 in.(16 mm) Pipe tobe rigidly supported on both sides of the floor-ceiling assembly. The following types and sizes of nonmetallic pipes may be used.A. Polyvinyl Chloride (PVC) Pipe — Nom 3 in. (76 mm) diam (or smaller) Schedule 40 solid or cellular core PVC for use in closed (processor supply) or vented (drain, waste or vent) piping systems.B. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 3 in. (76 mm) diam (or smaller) SDR13.5 CPVC for use in closed (process orsupply) piping systems.C. Acrylonitrile Butadiene Styrene (ABS) Pipe — Nom 3 in. (76 mm) diam (or smaller) Schedule 40 solid-core or cellular-core ABS pipe foruse in closed (process or supply) or vented (drain, waste or vent) piping system.D. Electrical Nonmetallic Tubing (ENT+) — Nom 2 in. (51 mm) diam (or smaller) corrugated-wall electrical nonmetallic tubing (ENT)constructed of polyvinyl chloride (PVC) and installed in accordance with the National Electrical Code (NFPA No. 70).See Electrical Nonmetallic Tubing (FKHU) category in the Electrical Construction Materials Directory for names of manufacturers.When FS-ONE MAX Sealant is used, the T Rating is 0 hr. When FS-ONE Sealant is used, the T Ratings are 3/4 hour for PVC and CPVCpipe and 1 hour for ABS pipe and ENT.4. Fill, Void or Cavity Material* - Sealant — Min 3/4 in. (19 mm) thickness of fill material applied within the annulus, flush with top surface offloor or sole plate. Min 3/4 in. (19 mm) thickness of fill material applied within the annulus, flush with bottom surface of lower top plate. Atpoint contact location, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at bottom surface of lower top plate. In addition, at topof floor, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at the point contact location at top of sole plate or subfloor.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE-MAX Intumescent Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.System No. F-C-2389FC 2389Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 20, 20151A1B1D2A2B2C2D34444CLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479System No. F-C-3012SECTION A-AFC 3012Page: 1 of 21. Floor-Ceiling Assembly — The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and inthe manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction features ofthe floor-ceiling assembly are summarized below:A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design. Max diam of opening for 1 or 2 hr assembly is 2-1/2 in. (64 mm) or 2 in. (51 mm), respectively.B. Wood Joists* — Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural WoodMembers* with bridging as required and with ends firestopped.C. Furring Channels — (Not Shown) — (As required) - Resilient galvanized steel furring installed in accordance with the manner specified inthe individual L500 Series Designs in the Fire Resistance Directory.D. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design. Max diam ofopening for 1 or 2 hr assembly is 2-1/2 in. (64 mm) or 2 in. (51 mm), respectively.The F Rating of the firestop system is equal to the rating of the floor-ceiling assembly.Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 20, 2015APage: 2 of 22. Chase Wall — (Optional) - The through penetrant (Item 3) shall be routed through a fire-rated single, double or staggered wood stud/gypsumwallboard chase wall having a fire rating consistent with that of the floor-ceiling assembly. The chase wall shall be constructed of the materialsand in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include thefollowing construction features:A. Studs — Nom 2 by 6 in. (51 by 152 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs.B. Sole Plate — Nom 2 by 6 in. (51 by 152 mm) or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Max diam of opening for 1 or2 hr rated assembly is 2-1/2 in. (64 mm) or 2 in. (51 mm), respectively.C. Top Plate — The double top plate shall consist of two nom 2 by 6 in. (51 by 152 mm) or two sets of parallel 2 by 4 in. (51 by 102 mm) lumberplates, tightly butted. Max diam of opening for 1 or 2 hr rated assembly is 2-1/2 in. (64 mm) or 2 in. (51 mm), respectively.D. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design.3. Cables — In 1 hr fire-rated assemblies, aggregate cross-sectional area of cables in opening to be max 45 percent of the cross-sectional area ofthe opening (max 2 in. (51 mm) diam bundle). Cables to be rigidly supported on both sides of floor assembly. Any combination of the followingtypes and sizes of copper conductors may be used:A. RG 59 coaxial cable with single copper conductor, cellular polyethylene cellular foam insulation and polyvinyl chloride (PVC) jacket.B. Max 8/C No. 22 AWG telephone cable with polyvinyl chloride (PVC) jacketing.C. Max 2/C No. 12 AWG cable with polyvinyl chloride (PVC) insulation and jacketing.D. Max 3/C with ground No. 2/0 AWG aluminum or copper Type SER cable with polyvinyl chloride (PVC) insulation.E. Max 3/C with ground No. 2/0 AWG Type NM cable with polyvinyl chloride (PVC) insulation.F. Max 3/C No. 12 AWG MC (BX) cable with polyvinyl chloride (PVC) insulation.G. Max 1 in. diam metal clad TEK cable with PVC jacket.H. Max 4/C with ground No. 300 kcmil (or smaller) aluminum SER cable with PVC insulation and jacket.I. Through Penetrating Product* - Any cables, Metal-Clad Cable+ or Armored Cable+ currently Classified under the Through PenetratingProducts category.See Through Penetrating Product (XHLY) category in the Fire Resistance Directory for names of manufacturers.The T Rating is 1 and 1-3/4 hr for 1 and 2 hr rated assemblies, respectively, for cables 3A through 3G. The T Rating is 0 hr for cables 3H and 3I.4. Fill, Void or Cavity Material* — Sealant — Min 3/4 in. (19 mm) thickness of fill material applied within the annulus, flush with top surface of flooror sole plate. Min 5/8 in. (16 mm) thickness of fill material also applied within the annulus, flush with bottom surface of ceiling or lower top plate.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS611A Sealant or FS-One Sealant or FS-ONE MAX Intumescent Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.A431A2C2A2D1C41B2B3Hilti Firestop SystemsSystem No. F-C-3012FC 3012Hilti Firestop SystemsCCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 20, 2015ANSI/UL1479 (ASTM E814) CAN/ULC S115F Ratings — 1 and 2 Hr (See Item 1) F Ratings — 1 and 2 Hr (See Item 1)T Ratings — 0, 1 and 1-3/4 Hr (See Item 3) FT Ratings — 0, 1 and 1-3/4 Hr (See Item 3)FH Ratings — 1 and 2 Hr (See Item 1)FTH Ratings — 0, 1 and 1-3/4 Hr (See Item 3)Hilti Firestop SystemsHilti Firestop SystemsSystem No. F-C-5004SECTION A-AFC 5004Page: 1 of 21. Floor-Ceiling Assembly — The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and inthe manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The F Rating of the firestop systemis equal to the rating of the floor-ceiling assembly. The T Rating is 1 and 1-3/4 hr for 1 and 2 hr rated assemblies, respectively. The generalconstruction features of the floor-ceiling assembly are summarized below:A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design. Max diam of floor opening is 3-1/2 in. (89 mm).B. Wood Joists* — Nom 10 in (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural WoodMembers* with bridging as required and with ends firestopped.C. Furring Channels — (Not Shown) — (As required) - Resilient galvanized steel furring installed in accordance with the manner specified inthe individual L500 Series Designs in the Fire Resistance Directory.D. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design. Max diam offloor opening is 3-1/2 in. (89 mm).Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 20, 2015APage: 2 of 22. Chase Wall — (Optional) - The through penetrant (Item 3) may be routed through a fire-rated single, double or staggered wood stud/gypsumwallboard chase wall having a fire rating consistent with that of the floor-ceiling assembly. The chase wall shall be constructed of the materialsand in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include thefollowing construction features:A. Studs — Nom 2 by 6 in. (51 by 152 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs.B. Sole Plate — Nom 2 by 6 in. (51 by 152 mm) or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Max diam of opening shall be3-1/2 in. (89 mm).C. Top Plate — The double top plate shall consist of two nom 2 by 6 in. (51 by 152 mm) or two sets of parallel 2 by 4 in. (51 by 102 mm) lumberplates, tightly butted. Max diam of opening is 3-1/2 in. (89 mm).D. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in the individual Wall and Partition Design.3. Through Penetrants — One metallic pipe or tubing to be installed within the firestop system. Pipe or tubing to be rigidly supported on both sidesof floor assembly. The following types and sizes of metallic pipes or tubing may be used:A. Steel Pipe — Nom 2 in. (51 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.B. Copper Tubing — Nom 2 in. (51 mm) diam (or smaller) Type L (or heavier) copper tubing.C. Copper Pipe — Nom 2 in. (51 mm) diam (or smaller) Regular (or heavier) copper pipe.4. Pipe Covering* — Nom 1/2 in. (13 mm) thick hollow cylindrical heavy density (min 3.5 pcf (56 kg/m3)) glass fiber units jacketed on the outsidewith an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. Transverse joints secured withmetal fasteners or with butt tape supplied with the product. A nom annular space of 1/8 in. (3 mm) is required within the firestop system.See Pipe and Equipment Covering — Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipecovering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and aSmoke Developed Index of 50 or less may be used.4A. Tube Insulation — Plastics+ — Nom 3/4 in. (19 mm) thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the formof tubing. An annular space of min 1/8 in. (3 mm) to max 3/8 in. (10 mm) is required within the firestop system.See Plastics+ (QMFZ2) category in the Recognized Component Directory for names of manufacturers. Any Recognized Component tubeinsulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used.(Note: L Ratings apply only when glass fiber insulation is used).5. Fill, Void or Cavity Material* — Sealant — Min 3/4 in. (19 mm) thickness of fill material applied within the annulus, flush with top surface of flooror sole plate. Min 5/8 in. (16 mm) thickness of fill material also applied within the annulus, flush with bottom surface of ceiling or lower top plate.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.ASystem No. F-C-5004FC 50041A32B1B1D2A2C3452D5CCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 20, 2015ANSI/UL1479 (ASTM E814) CAN/ULC S115F Rating — 1 and 2 Hr (See Item 1) F Rating — 1 and 2 Hr (See Item 1)T Rating — 1 and 1-3/4 Hr (See Item 1) FT Rating — 1 and 1-3/4 Hr (See Item 1)L Rating At Ambient — 4 CFM/Sq Ft (See Item 4) FH Rating — 1 and 2 Hr (See Item 1)L Rating At 400 F — Less Than 1 CFM/Sq Ft (See Item4)FTH Rating — 1 and 1-3/4 Hr (See Item 1)L Rating At Ambient — 4 CFM/Sq Ft (See Item 4)L Rating At 400 F — Less Than 1 CFM/Sq Ft (See Item4)Hilti Firestop SystemsSystem No. F-C-5036SECTION A-AFC 50361. Floor-Ceiling Assembly — The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in themanner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction features of thefloor-ceiling assembly are summarized below:A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design. Max diam of opening shall be 6-7/8 in. (175 mm).B. Wood Joists* — Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural WoodMembers* with bridging as required and with ends firestopped.C. Gypsum Board* — Nom 4 ft (1.2 m) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. Max diam of openingshall be 6-7/8 in. (175 mm).1.1 Chase Wall — (Not Shown, Optional) The through penetrants (Item 2) may be routed through a 1 hr fire-rated single, double or staggered woodstud/gypsum wallboard chase wall having a fire rating consistent with that of the floor-ceiling assembly. The chase wall shall be constructed ofthe materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shallinclude the following construction features:A. Studs — Nom 2 by 8 (51 by 203 mm) lumber or double nom 2 by 4 in. (51 by 102 mm) lumber studs.B. Sole Plate — Nom 2 by 8 in. (51 by 203 mm) lumber or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Max diam of openingshall be 6-7/8 in. (175 mm).C. Top Plate — The double top plate shall consist of two nom 2 by 8 in. (51 by 203 mm) lumber plates or two sets of nom 2 by 4 in. (51 by 102mm) lumber plates, tightly butted. Max diam of opening is 6-7/8 in. (175 mm).D. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design.2. Through Penetrants — One metallic tube or pipe to be installed within the firestop system. Tube or pipe to be rigidly supported on both sides offloor-ceiling assembly. The following types and sizes of metallic tubes or pipes may be used:A. Copper Tubing — Nom 2 in. (51 mm) diam (or smaller) Type L (or heavier) copper tubing.B. Copper Pipe — Nom 2 in. (51 mm) diam (or smaller) Regular (or heavier) copper pipe.C. Steel Pipe — Nom 2 in. (51 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 20, 20152341C241B1ACCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USHilti Firestop SystemsPage: 2 of 23. Pipe Covering — Nom 1-1/2 in. (38 mm) thick hollow cylindrical heavy density (min 3.5 pcf (56 kg/m3)) glass fiber units jacketed on the outsidewith an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing tape. Traverse joints secured with metalfasteners or with butt tape supplied with the product. The annular space shall be min 1/2 in. (13 mm) and max 1 in. (25 mm).See Pipe and Equipment Covering Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe coveringmaterial meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a SmokeDeveloped Index of 50 or less may be used.4. Fill, Void or Cavity Materials* - Sealant — Min 3/4 in. (19 mm) thickness of sealant applied within annular space, flush with top surface ofsubfloor or sole plate. Min 5/8 in. (16 mm) thickness of sealant applied within the annular space, flush with bottom surface of gypsum wallboard orlower top plate.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.Page: 1 of 2System No. F-C-5036FC 5036Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 20, 2015ANSI/UL1479 (ASTM E814) CAN/ULC S115F Rating — 1 Hr F Rating — 1 HrT Rating — 1 Hr FT Rating — 1 HrFH Rating — 1 HrFTH Rating — 1 HrHilti Firestop SystemsSystem No. F-C-5037SECTION A-AFC 50371. Floor-Ceiling Assembly — The 1 and 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials andin the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The F and FH Rating aredependent on the hourly rating of the floor ceiling assembly. The T, FT and FTH Rating are 1/4 hr for 1 hr rated floor ceiling assemblies and 1-3/4hr for 2 hr rated floor ceiling assemblies. The general construction features of the floor-ceiling assembly are summarized below:A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design. Diam of opening shall be 5-1/8 in. (130 mm).B. Wood Joists* — Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural WoodMembers* with bridging as required and with ends firestopped.C. Furring Channels (Not Shown) — Resilient galv steel furring installed perpendicular to wood joists between first and second layers ofwallboard (Item 1D). Furring channels spaced max 24 in. (610 mm).D. Gypsum Board* — Nom 4 ft (1.2 m) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. First layer of wallboardnailed to wood joists. Second layer of wallboard screw-attached to furring channels. Max diam of ceiling opening is 5-1/8 in. (130 mm).1.1 Chase Wall — (Not Shown, Optional) The through penetrants (Item 2) may be routed through fire-rated single, double or staggered woodstud/gypsum wallboard chase wall having a fire rating consistent with that of the floor-ceiling assembly. The chase wall shall be constructed ofthe materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Drectory and shallinclude the following construction features:A. Studs — Nom 2 by 6 in. (51 by 152 mm) lumber or double nom 2 by 4 in. (51 by 102 mm) lumber studs.B. Sole Plate — Nom 2 by 6 in. (51 by 152 mm) lumber or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Max diam of openingshall be 5-1/8 in.C. Top Plate — The double top plate shall consist of two nom 2 by 6 in. (51 by 152 mm) lumber plates or two sets of nom 2 by 4 in. (51 by 102mm) lumber plates tightly butted. Max diam of opening is 5-1/8 in. (130 mm).D. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design.AReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 20, 2015A2431A1B1C4CCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USHilti Firestop SystemsPage: 2 of 2Page: 1 of 2System No. F-C-5037FC 5037ANSI/UL1479 (ASTM E814) CAN/ULC S115F Ratings — 1 and 2 Hr (See Item 1) F Ratings — 1 and 2 Hr (See Item 1)T Ratings — 1/4 and 1-3/4 Hr (See Item 1) FT Ratings — 1/4 and 1-3/4 Hr (See Item 1)FH Ratings — 1 and 2 Hr (See Item 1)FTH Ratings — 1/4 and 1-3/4 Hr (See Item 1)2. Through Penetrants — One metallic tube or pipe to be installed within the firestop system. Tube or pipe to be rigidly supported on both sidesof floor-ceiling assembly. The following types and sizes of metallic tubes or pipes may be used:A. Copper Tubing — Nom 2 in. (51 mm) diam (or smaller) Type L (or heavier) copper tubing.B. Copper Pipe — Nom 2 in. (51 mm) diam (or smaller) Regular (or heavier) copper pipe.C. Steel Pipe — Nom 2 in. (51 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.3. Tube Insulation-Plastics+ — Nom 3/4 in. (19 mm) thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the formof tubing. The annular space shall be min 3/8 in. (10 mm) to max 1 in. (25 mm).See Plastics+ (QMFZ2) category in the Plastics Recognized Component Directory for names of manufacturers. Any Recognized Componenttube insulation material meeting the above specifications and having a UL94 Flammability Classification of 94-5VA may be used.4. Fill, Void or Cavity Materials*-Sealant — Fill material forced into annular space to fill space to max extent possible. Sealant shall be installedflush with top surface of floor or sole plate and bottom surface of ceiling or lower top plate.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 20, 2015System No. F-C-7013SECTION A-AFC 70131. Floor-Ceiling Assembly — The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in themanner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction features of thefloor-ceiling assembly are summarized below:A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design. Max diam of opening shall be 5-1/4 in. (133 mm).B. Wood Joist* — Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural WoodMembers* with bridging as required and with ends firestopped.C. Gypsum Board* — Nom 4 ft (1.2 m) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. Max diam of openingshall be 5-1/4 in. (133 mm).1.1 Chase Wall — (Not shown, Optional) The through penetrants (Item 2) may be routed through a 1 hr fire-rated single, double or staggered woodstud/gypsum wallboard chase wall having a fire rating consistent with that of the floor-ceiling assembly. The chase wall shall be constructed ofthe materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shallinclude the following construction features:A. Studs — Nom 2 by 6 in. (51 by 152 mm) lumber or double nom 2 by 4 in. (51 by 102 mm) lumber studs.B. Sole Plate — Nom 2 by 6 in. (51 by 152 mm) lumber or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Max diam of openingshall be 5-1/4 in.C. Top Plate — The double top plate shall consist of two nom 2 by 6 in. (51 by 152 mm) lumber plates or two sets of nom 2 by 4 in. (51 by 102mm) lumber plates tightly butted. Max diam of opening is 5-1/4 in. (133 mm).D. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design.Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 20, 201521A31B1C3Hilti Firestop SystemsCCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USHilti Firestop SystemsPage: 2 of 22. Steel Duct — Nom 4 in. (102 mm) diam (or smaller) No. 28 gauge (or heavier) steel duct to be installed either concentrically or eccentricallywithin the firestop system. The annular space between duct and periphery of opening shall be min of 1/4 in. (6 mm) to max 3/4 in. (19 mm). Steelduct to be rigidly supported on both sides of floor-ceiling assembly.3. Fill, Void or Cavity Materials*-Sealant — Min 3/4 in. (19 mm) thickness of sealant applied within the annular space, flush with top surface of flooror sole plate. Min 5/8 in. (16 mm) thickness of sealant applied within annular space, flush with bottom surface of gypsum board or lower top plate.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.System No. F-C-7013FC 7013Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 20, 2015Page: 1 of 2ANSI/UL1479 (ASTM E814) CAN/ULC S115F Rating — 1 Hr F Rating — 1 HrT Rating — 0 Hr FT Rating — 0 HrFH Rating — 1 HrFTH Rating — 0 HrHilti Firestop SystemsSystem No. F-C-7043SECTION A-AFC 70431. Floor-Ceiling Assembly — The 1 hr fire rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in themanner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction features of thefloor-ceiling assembly are summarized below:A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design. Max area of opening shall be 143 in.2 (923 cm2) with a max dimension of 13 in. (330mm).B. Wood Joists* — Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural WoodMembers* with bridging as required and with ends firestopped.C. Gypsum Board* — Min 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. Gypsum board secured to wood joists orfurring channels as specified in the individual Floor-Ceiling Design. Max area of opening shall be 143 in.2 (923 cm2) with a max dimension of13 in. (330mm).2. Steel Duct — Max 12 by 10 in. (305 by 254 mm) No. 28 ga. (or heavier) galv steel duct to be installed either concentrically or eccentrically withinthe firestop system. The space between the steel duct and periphery of opening shall be min 0 in. (point contact) to max 1 in. (25 mm). Steel ductto be rigidly supported on both sides of the floor-ceiling assembly.3. Firestop System — Min 3/4 in. (19 mm) thickness of sealant applied within the annulus flush with the top surface of the floor. Min 5/8 in. (16 mm)thickness of sealant applied within the annulus flush with the bottom surface of gypsum board ceiling.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 606 Flexible Firestop Sealant or FS-One Sealant or FS-ONE MAX IntumescentSealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.AReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 21, 2015ACCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115US1A1B1C333323ANSI/UL1479 (ASTM E814) CAN/ULC S115F Rating — 1 Hr F Rating — 1 HrT Rating — 1/4 Hr FT Rating — 1/4 HrFH Rating — 1 HrFTH Rating — 1/4 Hr2Hilti Firestop Systems Hilti Firestop SystemsSystem No. F-C-8026FC 8026Page: 1 of 2Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 21, 2015Page: 2 of 2CCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USSECTION A-ASystem tested with a pressure differential of 2.5 Pa between the exposed and the unexposed surfaces with the higher pressure on the exposedside.1. Floor-Ceiling Assembly — The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in themanner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction features of thefloor-ceiling assembly are summarized below:A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design. Max diam of opening shall be 5 in. (127 mm).B. Wood Joists* — Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural WoodMembers* with bridging as required and with ends firestopped.C. Gypsum Board* — Nom 4 ft (122 cm) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. Gypsum boardsecured to wood joists or furring channels as specified in the individual Floor-Ceiling Design.1A. Chase Wall — (Optional, Not Shown) - The through penetrants (Item 2) may be routed through a 1 hr fire rated single, double or staggeredwood stud/gypsum board chase wall. Depth of chase wall stud cavity to be min 1/2 in. (13 mm) greater than diameter of opening cut in sole andtop plates to accommodate the through penetrant (Item 2). The chase wall shall be constructed of the materials and in the manner specified inthe individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:A. Studs — Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs.B. Sole Plate — Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or parallel 2 by 4 in.. (51 by 102 mm) lumber plates, tightly butted.Max diam of opening is 5 in. (127 mm).C. Top Plate — The double top plate shall consist of two nom 2 by 4 in. (51 by 102 mm), two nom 2 by 6 in., (51 by 102 mm) or two sets ofparallel 2 by 4 in.. (51 by 102 mm) lumber plates, tightly butted. Max diam of opening is 5 in. (127 mm).D. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in the individual Wall and Partition Design.AA2. Through Penetrants — One or more pipes, conduits, tubing and cables to be installed concentrically or eccentrically within the opening. Thespace between any penetrant, except nonmetallic pipes and uninsulated metallic pipes to be min 0 in. (point contact) to max 1 in. (25 mm).The space between any penetrants and the periphery of the opening shall be min 0 in. (point contact) to max 1 in. (25 mm). Pipes, conduits,tubing and cables to be rigidly supported on both sides of floor-ceiling assembly.A. Metallic Penetrants — One or more metallic pipes, conduits or tubing to be installed within the firestop system. The following types andsizes of metallic pipes, conduits or tubing may be used:A1. Steel Pipe — Nom 3/4 in. (19 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.A2. Conduit — Nom 3/4 in. (19 mm) diam (or smaller) steel electrical metallic tubing (EMT) or 3/4 in. (19 mm) diam galv steel conduit.A3. Copper Tube — Nom 3/4 in. (19 mm) diam (or smaller) Type L (or heavier) copper tube.A4. Copper Pipe — Nom 3/4 in. (19 mm) diam (or smaller) Regular (or heavier) copper pipe.B. Tube Insulation - Plastics+ — Nom 3/4 in. (19 mm) thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in theform of tubing. Tube insulation to be installed on one or more of the metallic pipes or tubes (Item 2A).See Plastics+ (QMFZ2) category in the Plastics Recognized Component Directory for names of manufacturers. Any RecognizedComponent tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may beused.C. Nonmetallic Through Penetrants — One nonmetallic pipe to be installed within the firestop system. Pipe shall be spaced a min 1-1/2 in.(38 mm) from non-uninsulated metallic through penetrants. The following types and sizes of metallic pipes may be used:C1. Polyvinyl Chloride (PVC) Pipe — Nom 1-1/4 in. (32 mm) diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (processor supply) or vented (drain, waste or vent) piping system.C2. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 1-1/4 in. (32 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed(process or supply) piping systems.D. Cables — Max of two 4 pair No. 18 AWG (or smaller) cable with PVC insulation and jacket materials.3. Fill, Void or Cavity Materials* - Sealant — Min 3/4 in. (19 mm) thickness of sealant applied within the annulus flush with the top surface of thefloor or sole plate and min 5/8 in. (16 mm) thickness of sealant applied within the annulus flush with the bottom surface of gypsum board ortop plate. A min ¼ in. (6 mm) diameter bead of sealant applied at the bundle/subflooring or sole plate interface and the bundle/gypsum boardor top plate interface at point contact locations.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE_MAX Intumescent Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.+Bearing the UL Recognized Component Mark12A2D332B32CANSI/UL1479 (ASTM E814) CAN/ULC S115F Rating — 1 Hr F Rating — 1 HrT Rating — 1 Hr FT Rating — 1 HrFH Rating — 1 HrFTH Rating — 1 HrSystem No. F-C-8026FC 8026Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 21, 2015TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt12" = 1’−0"12/17/2021 3:54:11 PM_ A804TMG12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsFIRESTOPPINGDETAILSRevision Schedule# DESCRIPTION DATE AHilti Firestop SystemsSystem No. C-AJ-7145SECTION A-ACAJ 71451. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. Wallmay also be constructed of any UL Classified Concrete Blocks*. Max area of opening is 17.8 ft2 (1.65 m2) with max dimension of 64 in. (1.6 m).See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.2. Steel Duct — Max 60 by 36 in. (1524 by 914 mm) steel duct. Steel gauge of duct shall conform with SMACNA requirements. One duct to beinstalled concentrically or eccentrically within the firestop system. The annular space between steel duct and edges of opening shall be min 2 in.(51 mm) to max 6 in. (152 mm) when max duct dimension is 28 in. (711 mm). Otherwise, max annular space is 2-1/2 in. (64 mm). Steel duct to berigidly supported on both sides of floor or wall assembly.3. Batts and Blankets* — Nom 2 in. (51 mm) thick light density (min 3/4 pcf or 12 kg/m3) glass fiber blanket insulation jacketed on the outside witha foil-scrim-kraft facing. Longitudinal and transverse joints sealed with foil-scrim-kraft tape. Nom annular space between insulated steel duct andperiphery of opening to be point contact to max 1/2 in. (13 mm) prior to installation of packing material (Item 4A). When max duct dimension is 28in. (711 mm), max annular space between insulated steel duct and periphery of opening is 4 in. (102 mm) prior to installation of packing material(Item 4A).See Batts and Blankets (BKNV) category in the Building Materials Directory for names of manufacturers. Any batt or blanket meeting the abovespecifications and bearing the UL Classification Marking with a Flame Spread value of 25 or less and a Smoke Developed value of 50 or lessmay be used.4. Firestop System — The firestop system shall consist of the following:A. Packing Material — Min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation firmly packed into annular space suchthat glass fiber blanket insulation on steel duct is compressed to a maximum overall thickness of 1/2 in. (13 mm). Packing material to berecessed from top surface of floor and from both surfaces of wall to accommodate the required thickness of fill material.B. Fill, Void or Cavity Material* — Sealant — Min 1/2 in. (13 mm) thickness of fill material applied within the annulus, flush with top surface offloor and both surfaces of wall.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent SealantC. Retaining Angles — Min 2 by 2 in. (51 by 51 mm) No. 16 ga (or heavier) galv steel angles. Angles attached to all four sides of steel duct,through glass fiber blanket insulation, on top surface of floor or on both surfaces of wall with No. 10 (or larger) steel sheet metal screwsspaced 1 in. (25 mm) from each end and max 4 in. (102 mm) OC.* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.AReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 13, 2015CCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USANSI/UL1479 (ASTM E814) CAN/ULC S115F Rating — 2 Hr F Rating — 2 HrT Rating — 1-3/4 Hr FT Rating — 1-3/4 HrFH Rating — 2 HrFTH Rating — 1-3/4 HrA4C32234C14A4B4A4BHilti Firestop Systems Hilti Firestop SystemsSystem No. C-AJ-8099SECTION A-ACAJ 8099Page: 1 of 21. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete flooror min 5 in. (127 mm) reinforced lightweight or normal weight concrete wall. Wall may also be constructed of any UL Classified Concrete Blocks*.Floor may also be constructed of any min 6 in. (152 mm) thick UL Classified hollow core Precast Concrete Units*. Max area of square,rectangular or circular opening is 192 sq in. (1239 cm2) with max dimension of 24 in. (61 cm). When Precast Concrete Unit floors are used, maxarea of square, rectangular or circular opening is 49 sq in. (316 cm2) with max dimension of 7 in. (17.8 cm).See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers.2. Through-Penetrant — One or more pipes or tubes to be installed within the opening. The total number of through-penetrants is dependent on thesize of the opening and types and sizes of the penetrants. Any combination of the penetrants described below may be used provided that thefollowing parameters relative to the annular spaces and the spacings between the pipes are maintained. The separation between cable bundle,tubes and insulated tubes shall be a min 1/2 in. (13 mm) to max 3-1/8 in. (79 mm). The annular space between penetrants and the periphery ofopening shall be a min 1/2 in. (13 mm) to max 5 in. 127 mm). Pipes or tubes to be rigidly supported on both sides of floor or wall assembly. Thefollowing types and sizes of metallic pipes or tubes may be used.A. Copper Tubing — Nom 3 in. (76 mm) diam (or smaller) Type L (or heavier) copper tube.B. Copper Pipe — Nom 3 in. (76 mm) diam (or smaller) Regular (or heavier) copper pipe.C. Steel Pipe — Nom 3 in. (76 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.D. Iron Pipe — Nom 3 in. (76 mm) diam (or smaller) cast or ductile iron pipe.E. Conduit — Nom 3 in. (76 mm) diam (or smaller) electric metallic tubing (EMT) or steel conduit.F. Flexible Steel Conduit+ — Nom 1 in. (25 mm) diameter (or smaller) flexible steel conduit.See Flexible Metal Conduit (DXUZ) category in the Electrical Construction Material Directory for names of manufacturers.G. Through Penetrating Product* — Flexible Metal Piping — The following types of steel flexible metal gas piping may be used:AReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 15, 2015APage: 2 of 21.) Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on bothsides of floor or wall assembly.OMEGA FLEX INC2.) Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on bothsides of floor or wall assembly.GASTITE, DIV OF TITEFLEX3.) Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on bothsides of floor or wall assembly.WARD MFG L L CThe hourly T Rating is 3/4 hr when a pipe or tube with fiber-glass insulation is used, or 0 hr when a pipe or tube, a pipe or tube with AB/PVCinsulation or a cable bundle is used. T he T Rating is 0 hr when metallic penetrants without pipe insulation are used.3. Pipe Insulation — (Optional)—The following types of pipe insulation may be used with metallic penetrants (Items 2A, 2B, 2C, 2D and 2F):A. Pipe Covering* — Nom 1 in. (25 mm) thick (or thinner) hollow cylindrical heavy density (min 3.5 pcf or 56 kg/m3) glass fiber units jacketed onthe outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. Transverse jointssecured with metal fasteners or with butt tape supplied with the product.See Pipe and Equipment Covering - Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipecovering material meeting the above specifications and bearing the UL Classifica tion Marking with a Flame Spread Index of 25 or less and aSmoke Developed Index of 50 or less may be used.B. Tube Insulation-Plastics+++ — Nom 3/4 in. (19 mm) thick (or thinner) acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foamfurnished in the form of tubing.See Plastics+++ (QMFZ2) category in the Plastics Recognized Component Directory for names of manufacturers. Any Recognized Componenttube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used.4. Cables — Max 2 in. (51 mm) diam tight bundle of cables installed within the opening and rigidly supported on both sides of floor or wallassembly. The space between the cables and periphery of the opening shall range from min 2 in. (51 mm) to max 4 in. (102 mm). Anycombination of the following types and sizes of metallic conductor of fiber optic cable may be used:A. Max 500 kcmil single copper connector power cable with thermoplastic insulation and polyvinyl chloride (PVC) jacket.B. Max 300 pair No. 24 AWG copper conductor telecommunication cables with PVC insulation and jacket material.C. Max 7/C copper conductor No. 12 AWG multiconductor power and control cables with PVC or cross-linked polyethylene (XLPE) insulationand PVC jacket.D. Multiple fiber optical communication cables jacketed with PVC and having a max outside diam of 1/2 in.E. Max 3/C copper conductor No. 12 AWG with bare aluminum ground, PVC insulated steel Metal-Clad cable.5. Firestop System — The firestop system shall consist of the following:A. Packing Material — Min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation firmly packed into opening as apermanent form. Packing material to be recessed from top surface of floor or both surfaces of wall to accommodate the required thickness offill material. When Precast Concrete Unit floors are used, packing material shall be installed at a thickness equal to the thickness of the floorminus 1/2 in. (13 mm), flush with bottom surface of floor.B. Fill Void or Cavity Materials* - Sealant — Min 1/2 in. (51 mm) thickness of fill material applied within the annulus, flush with top surface offloor or with both surfaces of wall.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant.+++Bearing the UL Recognized Component Marking* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.+Bearing the UL Listing Mark23A3B45B25B5A1System No. C-AJ-8099CAJ 8099Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 15, 2015CCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USANSI/UL1479 (ASTM E814) CAN/ULC S115F Rating — 3 Hr F Rating — 3 HrT Ratings — 0 and 3/4 Hr (See Item 2) FT Ratings — 0 and 3/4 Hr (See Item 2)FH Rating — 2 HrFTH Ratings — 0 and 3/4 Hr (See Item 2)Hilti Firestop SystemsSystem No. W-L-1054SECTION A-AWL 1054AReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.October 14, 2015A1A321BCCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USANSI/UL1479 (ASTM E814) CAN/ULC S115F Ratings —1 and 2 Hr (See Items 1 and 3) F Ratings — 1 and 2 Hr (See Items 1 and 3)T Rating — 0 Hr FT Rating — 0 HrL Rating at Ambient — Less Than 1 CFM/sq ft FH Ratings —1 and 2 Hr (See Items 1 and 3)L Rating at 400 F — Less Than 1 CFM/sq ft FTH Rating — 0 HrL Rating at Ambient — Less Than 1 CFM/sq ftL Rating at 400 F — Less Than 1 CFM/sq ftHilti Firestop SystemsPage: 2 of 2Page: 1 of 2WL 1054System No. W-L-10541. Wall Assembly — The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specifiedin the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following constructionfeatures:A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm)lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC. When steel studs areused and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installedbetween the vertical studs and screw-attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 in. (102 to 152mm) wider and 4 to 6 in. (102 to 152 mm) higher than the diam of the penetrating item such that, when the penetrating item is installed in theopening, a 2 to 3 in. (51 to 76 mm) clearance is present between the penetrating item and the framing on all four sides.B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (122 cm) wide with square or tapered edges. The gypsum board type, thickness, number oflayers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire ResistanceDirectory. Max diam of opening is 32-1/4 in. (819 mm) for steel stud walls. Max diam of opening is 14-1/2 in. (368 mm) for wood stud walls.The F and FH Ratings of the firestop system are equal to the fire rating of the wall assembly.2. Through-Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Theannular space shall be min 0 in. to max 2-1/4 in. (57 mm). Pipe may be installed with continuous point contact. Pipe, conduit or tubing to be rigidlysupported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:A. Steel Pipe — Nom 30 in. (762 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.B. Iron Pipe — Nom 30 in. (762 mm) diam (or smaller) cast or ductile iron pipe.C. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or 6 in. (152 mm) . diam steel conduit.D. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing.E. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) regular (or heavier) copper pipe.3. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces ofwall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at thepipe wall interface on both surfaces of wall.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.October 14, 2015Hilti Firestop SystemsSystem No. W-L-1389WL 13891. Wall Assembly — The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described inthe individual U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the followingconstruction features:A. Studs — Wall framing shall consist of min 3-5/8 in. (92 mm) wide steel studs spaced max 24 in. (610 mm) OC.B. Gypsum Board* — Thickness, type, number of layers and fasteners, as specified in the individual Wall and Partition Design. Max height ofopening is 3-1/2 in. (89 mm). Max width of opening is 32 in. (813 mm).The hourly F, FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed.2. Through Penetrants — Multiple pipes or conduits installed in single layer array within the firestop system. The annular space between the pipesand conduits and the edges of the opening shall be min 0 in. (0 mm, point contact) to max 1-3/8 in. (35 mm). The separation between pipes andconduits to be a min 0 in. (0 mm, point contact) to a max 1-1/4 in. (32 mm). Pipes and conduits to be rigidly supported on both sides of wallassembly. The following types and sizes of metallic pipes or conduits may be used:A. Steel Pipe — Nom 2 in. (51 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe.B. Conduit — Nom 2 in. (51 mm) diam (or smaller) rigid steel conduit or steel electrical metallic tubing (EMT).3. Fill Void or Cavity Materials* - Sealant — Min 5/8 in. (16 mm) thickness of fill material installed to completely fill annular space between pipes,conduits and gypsum flush with each surface of wall. Min 1/2 in. (13 mm) diam bead of fill material applied to the through penetrant/wall interfaceat the point contact locations on both sides of the wall. The 2 hour F, FH Ratings apply only when FS-ONE Sealant is used.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — Hilti CP 606 Flexible Firestop Sealant or FS-ONE Sealant, FS-ONE MAXIntumescent Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 22, 2015SECTION A-AAA231A3231B1ACCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USANSI/UL1479 (ASTM E814) CAN/ULC S115F Ratings — 1 and 2 Hr (See Item 1and 3) F Ratings — 1 and 2 Hr (See Items 1 and 3)T Rating — 0 Hr FT Rating — 0 HrFH Ratings — 1 and 2 Hr (See Items 1 and 3)FTH Rating — 0 HrHilti Firestop Systems Hilti Firestop SystemsSystem No. W-L-2078SECTION A-AWL 2078Page: 1 of 21. Wall Assembly — The fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in theindividual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL fire Resistance Directory and shall include the constructionfeatures noted below:A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm)lumber spaced max 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC.B. Gypsum Board* — Nom 5/8 in. (16 mm) thick gypsum board, as specified in the individual Wall and Partition Design. Max diam of opening is11-1/2 in. (292 mm).The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.2. Through-Penetrants — One nonmetallic pipe, conduit or tubing to be installed within the firestop system. The annular space between pipe andperiphery of opening shall be min 0 in. (point contact) to max 1/2 in. (13 mm). Pipe or conduit to be rigidly supported on both sides of the wallassembly. The following types and sizes of nonmetallic pipes may be used:A. Polyvinyl Chloride (PVC) Pipe — Nom 10 in. (254 mm) diam (or smaller) Schedule 40 solid-core or cellular core PVC pipe for use in closed(process or supply) or vented (drain, waste or vent) piping system.B. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 10 in. (254 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process orsupply) piping systems.C. Acrylonitrile Butadiene Styrene (ABS) Pipe — Nom 6 in. (152 mm) diam (or smaller) Schedule 40 solid-core or cellular core ABS pipe for usein closed (process or supply) or vented (drain, waste or vent) piping systemsD. Flame Retardant Polypropylene (FRPP) Pipe — Nom 6 in. (152 mm) diam (or smaller) Schedule 40 FRPP pipe for use in closed (process orsupply) or vented (drain, waste or vent) piping system.E. Polyvinylidene Fluoride (PVDF) Pipe — Nom 4 in. (102 mm) diam (or smaller) PVDF pipe for use in closed (process or supply) or vented(drain, waste or vent) piping system.When max 6 in. diam pipe is used, T Rating is equal to the hourly fire rating of the wall. When nom 8 in. or 10 in. (203 or 254 mm) diam pipe isused, T Rating is 0 hr.AReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 28, 2015F Ratings — 1 and 2 Hr (See Item 1)T Ratings — 0, 1 and 2 Hr (See Items 2 and 3)L Rating At Ambient — 3 CFM/sq ftL Rating At 400 F — Less Than 1 CFM/sq ftPage: 2 of 23. Firestop Device* — Firestop Collar — Firestop collar shall be installed in accordance with the accompanying installation instructions. Collar to beinstalled and latched around the pipe and secured to both sides of the wall using the anchor hooks provided with the collar. (Minimum two anchorhooks for 1-1/2 and 2 in. (38 and 51 mm) diam pipes, three anchor hooks for 3 and 4 in. (76 and 102 mm) diam pipes, four anchor hooks for 6 in.(152 mm) diam pipes, ten anchor hooks for 8 in. (203 mm) diam pipes and twelve anchor hooks for 10 in. (254 mm) diam pipes. The anchorhooks are to be secured to the surface of wall with 3/16 in. (4.8 mm) diam by 2-1/2 in. (64 mm) long steel toggle bolts along with washers. As analternate for pipe sizes of nom 4 in. diam or less, min No. 10 by 1-1/2 in. (254 by 38 mm) long drywall or laminate screws with min 3/4 in. (19 mm)steel washers may be used. When the drywall or laminate screw is used, T Rating shall not exceed 1 hr.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 643 50/1.5"N, CP 643 63/2"N, CP 643 90/3"N, CP 643 110/4"N, CP 643160/6"N, CP 644 200/8" andCP 644 250/10" Firestop Collars4. Fill, Void or Cavity Material* — Sealant - (Not Shown) — Min 1/2 in. (13 mm) thickness of sealant applied within the annular space for nom 8 in.and 10 in. (203 and 254 mm) diam pipes, flush with each side of wall. Sealant in annular space is optional for max 6 in. (152 mm) diam pipes. Amin 1/4 in. (6 mm) thickness of sealant is required within the annular space, flush with each side of wall, to attain the L Ratings for max 6 in. (152mm) diam pipes.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.System No. W-L-2078WL 20781A1B332CLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 28, 2015Hilti Firestop SystemsSystem No. W-L-2128SECTION A-AWL 21281. Wall Assembly — The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specifiedin the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the followingconstruction features:A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm)lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC.B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (122 cm) wide with square or tapered edges. The gypsum wallboard type, thickness, number oflayers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 3-1/2 in.(89mm).2. Metallic Sleeve Optional — Nom 3-1/2 in. (89 mm) (or smaller) cylindrical sleeve fabricated from min 0.016 in. thick (28 gauge) galv sheet steeland having a min 1-1/4 in. (32 mm) lap salong longitudinal seam. Length of sleeve to be installed flush with wall surfaces.3. Through Penetrants — One nonmetallic pipe installed within the firestop system.. Pipe may be installed at an angle not greater than 45 degreesfrom perpendicular. Pipe to be rigidly supported on both sides of wall assembly. The space between pipe and periphery of opening shall be min1/4 in. (6 mm) to max 11/16 in. (17.5 mm). The following types and sizes of nonmetallic pipes may be used:A. Polyvinyl Chloride (PVC) Pipe — Nom 2 in. (51 mm) diam (or smaller) Schedule 40 PVC pipe for use in closed (process or supply) or vented(drain, waste or vent) piping systems.B. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 2 in. (51 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process orsupply) piping systems.4. Fill, Void or Cavity Materials* — Sealant — For 1 hr F Rating, min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush withboth surfaces of wall. For 2 hr F Rating, min 1-1/4 in. (32 mm) thickness of fill material applied within annulus, flush with both surfaces of wall.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.AReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 26, 2015F Rating — 1 and 2 Hr (See Item 1)T Rating — 0 HrA1242CLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479Hilti Firestop SystemsSystem No. W-L-3334SECTION A-AWL 3334Page: 1 of 2AAPage: 2 of 2WL 33341. Wall Assembly — The 1, 2, 3 or 4 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the mannerdescribed within the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shallincorporate the following construction features:A. Studs — Wall framing shall consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm)lumber spaced max 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC for 1 and 2 hrwall assemblies. Steel Studs to be 3-5/8 in. (92 mm) for 3 and 4 hr wall assemblies. Steel studs to be min 3-1/2 in. (89 mm) wide when 3/4 in.(19 mm) thick gypsum board is used (see Item 1B).B. Gypsum Board* — Nom 5/8 in. (16 mm) thick gypsum board as specified in the individual Wall and Partition Design. Alternately, for 1 and 2hr rated walls only, min one layer of nom 3/4 in. (19 mm) thick gypsum board on each side of wall as specified in the individual Wall andPartition Design may be used. Opening in gypsum board to be max 2-1/2 in. (64 mm) diam for 2" device and max 4-1/2 in. (114 mm) diam for4" device.The hourly F and FH Ratings of the firestop system are dependent upon the hourly rating of the wall in which it is installed.2. Cables — Within the loading area for each firestop device, the cables may represent a 0 to 100 percent visual fill. Cables to be tightly bundledwithin the device and rigidly supported on both sides of wall assembly. Any combination of the following types of cables may be used:A. Max 100 pair No. 24 AWG (or smaller) copper conductor telecommunication cable with polyvinyl chloride (PVC) jacketing and insulation.B. Max 7/C No. 12 AWG copper conductor control cable with PVC or XLPE jacket and insulation.C. Max 4/0 AWG Type RHH ground cable.D. Max 4 pr No. 22 AWG Cat 5 or Cat 6 computer cables.E. Max RG 6/U coaxial cable with fluorinated ethylene insulation and jacketing.F. Fiber optic cable with polyvinyl chloride (PVC) or polyethylene (PE) jacket and insulation having a max diam of 1/2 in. (13 mm).G. Max 20/C No. 22 AWG shielded printer cable with PVC jacket.H. Through-Penetrating Product* - Two copper conductors No. 18 AWG (or smaller) Power or Non Power Limited Fire Alarm Cable with orwithout a jacket under a metal armor.AFC CABLE SYSTEMS INCI. Max. 1/4 in. (6 mm) diameter S-Video Cable consisting of 2 max 24 AWG 75 ohm coax or twisted pair cable with PE insulation and PVCjacket .J. Max 3/C No 12 AWG MC Cable.K. Through Penetrating Product* — Any cables, Armored Cable+ or Metal Clad Cable+ currently Classified under the Through PenetratingProduct category. See Through Penetrating Product (XHLY) category in the Fire Resistance Directory for names of manufacturers.When the hourly rating of the wall assembly is 1 hr, the T, FT and FTH Ratings are 0 hr. When the hourly rating of the wall assembly is 2 hr, theT, FT and FTH Ratings are 1 hr except that, when Item 2J or 2K is used, the T, FT and FTH Ratings are 1/2 hr . When the hourly rating of thewall assembly is 3 or 4 hr, the T, FT and FTH Ratings are 1-1/2 and 2 hr, respectively.L Ratings apply only when device flanges are used. L Ratings vary depending on whether the gasketing material (see Item 3) or the sealant(Item 4) is used. See Table below for L Ratings.CCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115US1A1B342ANSI/UL1479 (ASTM E814) CAN/ULC S115F Ratings - 1, 2, 3 and 4 Hr (See Item 1) F Ratings - 1, 2, 3 and 4 Hr (See Item 1)T Ratings - 0, 1/2, 1, 1-1/2, 2 Hr (See Items 2 and 3) FT Ratings - 0, 1/2, 1-1/2, and 2 Hr (See Items 2 and 3)L Rating At Ambient - See Item 2 FH Ratings - 1, 2, 3 and 4 Hr (See Item 1)L Ratings At 400 F - See Item 2FTH Ratings - 0, 1/2, 1, 1-1/2, and 2Hr (See Items 2and 3)L Rating At Ambient - See Item 2L Ratings At 400 F - See Item 23. Firestop Device* — Firestop device consists of a corrugated steel tube with an inner plastic housing, intumescent material rings, twisted innerfabric smoke seal, flanges and gasketing material (not shown). Firestop device to be installed in accordance with the accompanying installationinstructions. As an option, the inner fabric seal may remain open except that, to attain the L Rating, the inner fabric seal shall be twisted tocompletely close off the opening within device. Device slid into wall such that ends project an equal distance from the approximate centerline ofthe wall assembly. The annular space between the device and the periphery of the opening shall be min 0 in. (point contact). Device providedwith flanges that are spun clockwise onto device threads, over gasketing material butting tightly to both sides of wall. As an alternate to gasketmaterial, sealant (Item 4) may be used. Device flanges are optional, except that when ¾ in. (19 mm) gypsum board (see Item 1B) is used, deviceflanges shall be used and for 3 and 4 hr fire rating, device flanges shall be used. When the device flanges are not used, the T, FT and FTHRatings for the firestop system are 0 hr.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 653 and CP 653 BA 2" Speed Sleeve, CP 653 and CP 653 BA 4" Speed Sleeve4. Fill, Void or Cavity Material* - Sealant — As an alternate to gasket material (see Item 3), min 1/2 in. (13 mm) thickness of fill material appliedwithin the annulus between firestop device and wall, flush with both surfaces of wall, and an additional 1/4 in. (6 mm) bead applied aroundperiphery of device. When device flanges are used, gypsum drywall compound may be used in place of the fill material. Sealant is required whendevice flanges are not used (see Item 3).HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE, FS-ONE MAX Intumescent Sealant, or CP 606 Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.+Bearing the UL Listing MarkSystem No. W-L-3334Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.November 20, 2015MaxCableFillCableTypeL Rating, CFM/Sq Ft L Rating, CFMAmbient 400°F Ambient 400°FSealant Gasket Sealant Gasket Sealant Gasket Sealant Gasket0% —Less than11.0Less than12.7 Less than 1Less than1Less than 1Less than1100% Item 2D only 4.9 4.9 1.3 3.5 Less than 1Less than1Less than 1Less than1100%Any cables (Item 2) inany combination9.2 9.2 9.6 11.8 1.2 1.2 1.3 1.6Hilti Firestop SystemsReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.November 20, 2015Hilti Firestop Systems Hilti Firestop SystemsSystem No. W-L-3414SECTION A-AWL 3414Page: 1 of 2AReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.October 14, 2015APage: 2 of 21. Wall Assembly — The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specifiedin the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include thefollowing construction features:A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 in. (51 mm) by 4 in. (102mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC.B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (1219 cm) wide with square or tappered edges. The gypsum wallboard type, thickness,number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Opening may beround, rectangular or irregular with a max diam or dimension of 1 in. (25 mm).The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed.2. Cables — Single or tight bundle of cables to be installed within the opening. Aggregate cross-sectional area of cables in opening to have avisual fill of min 0% to max 100%. The annular space between the cable bundle and the periphery of the opening to be min 0 in. (pointcontact). Cables to be rigidly supported on both sides of the wall assembly. Any combination of the following types and sizes of cables maybe used:A. Max 3/C No. 8 AWG NM copper conductor cable (Romex) with PVC insulation and jacket.B. Max 7/C-No. 12 AWG copper conductor control cable with PVC or XLPE insulation and jacket.C. Max 100 pair No. 24 AWG (or smaller) copper conductor telecommunication cable with PVC or plenum rated insulation and jacketing.D. Max 4 pr No. 22 AWG (or smaller) Cat 5 or Cat 6 computer cables with PVC or plenum rated insulation and jacketing.E. Type RG/U coaxial cable with fluorinated ethylene or PVC insulation and jacketing having a max outside diameter of ½ in. (13 mm).F. Max 24 fiber optic cable with polyvinyl chloride (PVC) or polyethylene (PE) jacket and insulation.G. Through Penetrating Product* — Max two copper conductor No. 18 AWG (or smaller) Power or Non-Power Limited Fire Alarm Cablewith or without a jacket under a metal armor.AFC CABLE SYSTEMS INCH. Maximum 3/C No. 10 AWG copper conductor metal-clad cable.The hourly T, FT and FTH Ratings of the firestop system are dependent on cable type and hourly wall rating as specified in Table below.CCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USANSI/UL1479 (ASTM E814) CAN/ULC S115F Ratings — 1 and 2 Hr (See Item 1) F Ratings — 1 and 2 Hr (See Item 1)T Ratings — 0, ½, 1 and 2 Hr (See Item 2) FT Ratings — 0, ½, 1 and 2 Hr (See Item 2)L Rating at Ambient — Less than 1 CFM/Opening FH Ratings — 1 and 2 Hr (See Item 1)L Rating at 400 F — Less than 1 CFM/Opening FTH Ratings — 0, ½, 1 and 2 Hr (See Item 2)L Rating at Ambient — Less than 1 CFM/OpeningL Rating at 400 F — Less than 1 CFM/OpeningSystem No. W-L-3414WL 3414Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.October 14, 2015Cable TypeHourly WallRatingHourly T, FT and FTHRatingNone (Blank Opening) 1 and 2 1 and 2A 1 and 2 1 and 2B1021/2C1021/2D 1 and 2 1 and 2E 1 and 2 1 and 2F 1 and 2 1 and 2G 1 and 2 1 and 2H 1 and 2 1 and 23. Fill, Void or Cavity Material* — Nom 60 mm diam by 3 mm thick putty disc with one seam at radius. Paper-backer of disc to be removed and discfirmly pressed around the cable/cable bundle lapping nom 5 mm onto cables to completely cover opening and firmly pressed to lap onto the wallaround periphery of opening. Disc seam to be firmly pressed and sealed tight, Disc to be installed at both surfaces of wall.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CFS-D 1" Firestop Cable Disc* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.231B321AHilti Firestop Systems Hilti Firestop SystemsSystem No. W-L-3414SECTION A-AWL 3414Page: 1 of 2AReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.October 14, 2015APage: 2 of 21. Wall Assembly — The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specifiedin the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include thefollowing construction features:A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 in. (51 mm) by 4 in. (102mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC.B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (1219 cm) wide with square or tappered edges. The gypsum wallboard type, thickness,number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Opening may beround, rectangular or irregular with a max diam or dimension of 1 in. (25 mm).The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed.2. Cables — Single or tight bundle of cables to be installed within the opening. Aggregate cross-sectional area of cables in opening to have avisual fill of min 0% to max 100%. The annular space between the cable bundle and the periphery of the opening to be min 0 in. (pointcontact). Cables to be rigidly supported on both sides of the wall assembly. Any combination of the following types and sizes of cables maybe used:A. Max 3/C No. 8 AWG NM copper conductor cable (Romex) with PVC insulation and jacket.B. Max 7/C-No. 12 AWG copper conductor control cable with PVC or XLPE insulation and jacket.C. Max 100 pair No. 24 AWG (or smaller) copper conductor telecommunication cable with PVC or plenum rated insulation and jacketing.D. Max 4 pr No. 22 AWG (or smaller) Cat 5 or Cat 6 computer cables with PVC or plenum rated insulation and jacketing.E. Type RG/U coaxial cable with fluorinated ethylene or PVC insulation and jacketing having a max outside diameter of ½ in. (13 mm).F. Max 24 fiber optic cable with polyvinyl chloride (PVC) or polyethylene (PE) jacket and insulation.G. Through Penetrating Product* — Max two copper conductor No. 18 AWG (or smaller) Power or Non-Power Limited Fire Alarm Cablewith or without a jacket under a metal armor.AFC CABLE SYSTEMS INCH. Maximum 3/C No. 10 AWG copper conductor metal-clad cable.The hourly T, FT and FTH Ratings of the firestop system are dependent on cable type and hourly wall rating as specified in Table below.CCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USANSI/UL1479 (ASTM E814) CAN/ULC S115F Ratings — 1 and 2 Hr (See Item 1) F Ratings — 1 and 2 Hr (See Item 1)T Ratings — 0, ½, 1 and 2 Hr (See Item 2) FT Ratings — 0, ½, 1 and 2 Hr (See Item 2)L Rating at Ambient — Less than 1 CFM/Opening FH Ratings — 1 and 2 Hr (See Item 1)L Rating at 400 F — Less than 1 CFM/Opening FTH Ratings — 0, ½, 1 and 2 Hr (See Item 2)L Rating at Ambient — Less than 1 CFM/OpeningL Rating at 400 F — Less than 1 CFM/OpeningSystem No. W-L-3414WL 3414Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.October 14, 2015Cable TypeHourly WallRatingHourly T, FT and FTHRatingNone (Blank Opening) 1 and 2 1 and 2A 1 and 2 1 and 2B1021/2C1021/2D 1 and 2 1 and 2E 1 and 2 1 and 2F 1 and 2 1 and 2G 1 and 2 1 and 2H 1 and 2 1 and 23. Fill, Void or Cavity Material* — Nom 60 mm diam by 3 mm thick putty disc with one seam at radius. Paper-backer of disc to be removed and discfirmly pressed around the cable/cable bundle lapping nom 5 mm onto cables to completely cover opening and firmly pressed to lap onto the wallaround periphery of opening. Disc seam to be firmly pressed and sealed tight, Disc to be installed at both surfaces of wall.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CFS-D 1" Firestop Cable Disc* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.231B321AHilti Firestop Systems Hilti Firestop SystemsSystem No. W-L-5028SECTION A-AWL 5028Page: 1 of 2AReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 27, 2015Page: 2 of 2WL 5028ACCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115US4231B1A44Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 27, 2015System No. W-L-50281. Wall Assembly — The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified inthe individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the followingconstruction features:A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm)lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC.B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (1.22 m) wide with square or tapered edges. The gypsum board type, thickness, number oflayers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 7-1/2 in.(191 mm).The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed.2. Through Penetrants — One metallic pipe or tubing to be centered within the firestop system. Pipe or tubing to be rigidly supported on both sidesof wall assembly. The following types and sizes of metallic pipes or tubing may be used:A. Steel Pipe — Nom 4 in. (102 mm) diam (or smaller) Schedule 40 (or heavier) steel pipe.B. Copper Tubing — Nom 2 in. (51 mm) diam (or smaller) Type L (or heavier) copper tubing.C. Copper Pipe — Nom 2 in. (51 mm) diam (or smaller) Regular (or heavier) copper pipe.3. Tube Insulation — Plastics+ — Min 1/2 in. (13 mm) to max 1 in. (25 mm) thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foamfurnished in the form of tubing. An annular space of min 0 in. (point contact) to max 1-1/2 in. (38 mm) is required within the firestop system. TheT, FT and FTH Ratings are 1 hr when the 1 in. (25 mm) thick tube insulation is used and 3/4 hr when the 3/4 in. (19 mm) thick tube insulation isused. When tube insulation thickness is less than 3/4 in. (19 mm), the T, FT and FTH Ratings are 0 Hr.See Plastics+ (QMFZ2) category in the Recognized Component Directory for names of manufacturers. Any Recognized Component tubeinsulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used.4. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces ofwall. At the point contact location between pipe covering and gypsum board, a min 1/2 in. (13 mm) diam bead of fill material shall be applied atthe pipe covering/gypsum board interface on both surfaces of wall.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.ANSI/UL1479 (ASTM E814) CAN/ULC S115F Ratings — 1 and 2 Hr (See Item 1) F Ratings — 1 and 2 Hr (See Item 1)T Ratings — 0, 3/4 and 1 Hr (See Item 3) FT Ratings — 0, ¾ and 1 Hr (See Item 3)L Rating At Ambient — Less Than 1 CFM/sq ft FH Ratings — 1 and 2 Hr (See Item 1)L Rating At 400 F — Less Than 1 CFM/sq ft FTH Ratings — 0, 3/4 and 1 Hr (See Item 3)L Rating At Ambient — Less Than 1 CFM/sq ftL Rating At 400 F — Less Than 1 CFM/sq ftTRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt12" = 1’−0"12/17/2021 3:54:17 PM_ A805TMG12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsFIRESTOPPINGDETAILSRevision Schedule# DESCRIPTION DATE System No. W-L-5029SECTION A-AWL 5029Page: 1 of 2AReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.March 30, 2015APage: 2 of 2WL 50292432345Hilti Firestop SystemsReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.March 30, 2015Hilti Firestop Systems1CCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USANSI/UL1479 (ASTM E814) CAN/ULC S115F Ratings — 1, 2 and 3 Hr (See Items 1, 3 and 4) F Ratings — 1, 2 and 3 Hr (See Items 1, 3 and 4)T Ratings — 0, 1/2, 1 and 1-1/4 Hr (See Item 3) FT Ratings — 0, 1/2, 1 and 1-1/4 Hr (See Item 3)L Rating At Ambient — 4 CFM/Sq Ft FH Ratings — 1, 2 and 3 Hr (See Items 1, 2 and 4)L Rating At 400 F — Less Than 1 CFM/Sq Ft FTH Ratings — 0, 1/2, 1 and 1-1/4 Hr (See Item 3)L Rating At Ambient — 4 CFM/Sq FtL Rating At 400 F — Less Than 1 CFM/Sq Ft1. Wall Assembly — The 1, 2 or 3 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specifiedin the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the followingconstruction features:A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm)lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide for 1 and 2 hr F and FH rating and 3-1/2 in. (89 mm) widefor 3 hr F and FH rating and spaced max 24 in. (610 mm) OC.B. Gypsum Board* — Min 5/8 in. (16 mm) thick with square or tapered edges. The gypsum board type, thickness, number of layers, fastenertype and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 18-5/8 in. (473 mm).The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed.2. Through Penetrants — One metallic pipe or tubing to be installed within the firestop system. Pipe or tubing to be rigidly supported on both sidesof wall assembly. The following types and sizes of metallic pipes or tubing may be used:A. Steel Pipe — Nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.B. Iron Pipe — Nom 12 in. (305 mm) diam (or smaller) cast or ductile iron pipe.C. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing. When the hourly F or FH Rating of the firestopsystem is 3 hr, the nom diam of copper tube shall not exceed 4 in. (102 mm).D. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. When the hourly F or FH Rating of the firestopsystem is 3 hr, the nom diam of copper pipe shall not exceed 4 in. (102 mm).3. Pipe Covering* — Nom 1, 1-1/2 or 2 in. (25, 38 or 51 mm) thick hollow cylindrical heavy density (min 3.5 pcf or 56 kg/m3) glass fiber unitsjacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape.Transverse joints secured with metal fasteners or with butt tape supplied with the product. For 1 and 2 hr F and FH Ratings, the annular spacebetween insulated penetrant and periphery of opening shall be min 0 in. (point contact) to max 1-7/8 in. (48 mm). For 3 hr F and FH Ratings, theannular space shall be min 0 in. (point contact) to max 1-1/4 in. (32 mm).See Pipe and Equipment Covering — Materials (BRGU) category in the Building Material Directory for the names of manufacturers. Any pipecovering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and aSmoke Developed Index of 50 or less may be used.The hourly T, FT, FTH Ratings of the firestop system are 1/2 hr for 1 hr rated walls and 1 hr for 2 hr rated walls. For 3 hr rated walls, the hourly T,FT and FTH Ratings when steel and iron pipes are used are 1 hr. For 3 hr rated walls, the hourly T, FT and FTH Ratings when copper penetrantsare used are 1-1/4 hr for 2 in. (51 mm) thick pipe covering and 0 hr for pipe covering thickness less than 2 in. (51 mm).3A. Pipe Covering* — (Not Shown) — As an alternate to Item 3, max 2 in. (51 mm) thick cylindrical calcium silicate (min 14 pcf) units sized to theoutside diam of the pipe or tube may be used. Pipe insulation secured with stainless steel bands or min 18 AWG stainless steel wire spaced max12 in. (305 mm) OC. When the alternate pipe covering is used, the T and FT Rating shall be as specified in item 3 above.See Pipe and Equipment Covering — Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipecovering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and aSmoke Developed Index of 50 or less may be used.4. Fill, Void or Cavity Material* — Sealant — For 1 and 2 hr F and FH Rating, min 5/8 in. (16 mm) thickness of fill material applied within theannulus, flush with both surfaces of wall. For 3 hr F and FH Rating, min 1 in. (25 mm) thickness of fill material applied within the annulus, flushwith both surfaces of wall. At the point contact location between pipe covering and gypsum board, a min 1/2 in. (13 mm) diam bead of fill materialshall be applied at the pipe covering/gypsum board interface on both surfaces of wall.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.System No. W-L-5029Hilti Firestop SystemsSystem No. W-L-7042SECTION A-AWL 70421. Wall Assembly — The 1 or 2 hr fire rated wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in theindividual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the followingconstruction features.A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm)lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced 24 in. (610 mm) OC.B. Gypsum Board* — For 1 hr assembly, one layer of min 5/8 in. (16 mm) thick wallboard as required in the individual Wall and PartitionDesign. For 2 hr assembly, two layers of min 5/8 in. (16 mm) thick wallboard as required in the individual Wall and Partition Design. Max diamof opening is 14-1/2 in. (368 mm) for wood stud walls and 21-3/4 in. (552 mm) for steel stud walls.The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed.2. Through Penetrant — Galv steel duct to be installed concentrically or eccentrically within the firestop system. The annular space between theduct and periphery of opening shall be 0 in. (0 mm, point contact) and max 1-1/2 in. (64 mm) Duct to be rigidly supported on both sides of wallassembly.A. Spiral Wound HVAC Duct — Nom 20 in. (502 mm) diam (or smaller) No. 24 MSG (or heavier) galv steel spriral wound duct.B. Sheet Metal Duct — Nom 12 in. (305 mm) diam (or smaller) No. 28 MSG (or heavier) galv sheet steel duct.3. Fill, Void or Cavity Material*—Sealant — Min 5/8 in. (16 mm) and 1-1/4 in. (32 mm) thickness of fill material applied within annulus, flush withboth surfaces of wall assembly for 1 or 2 hr rated walls, respectively. At the point contact location between duct and wallboard, a min 1/2 in. (13mm) diam bead of sealant shall be applied at the wallboard/duct interface on both surfaces of wall assembly.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP601S Elastomeric Firestop Sealant, FS-ONE Sealant, FS-ONE MAXIntumescent Sealant or CP606 Flexible Firestop Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.AReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 27, 2015A1A3231BCCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USANSI/UL1479 (ASTM E814) CAN/ULC S115F Ratings - 1 and 2 Hr (See Items 1 and 3) F Ratings - 1 and 2 Hr (See Items 1 and 3)T Rating - 0 Hr FT Rating - 0 HrFH Ratings - 1 and 2 Hr (See Items 1 and 3)FTH Rating - 0 HrHilti Firestop SystemsSystem No. W-L-7155SECTION A-AWL 71551. Wall Assembly — The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the mannerdescribed in the individual U400, V400 or W400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the followingconstruction features:A. Studs — Wall framing shall consist of min 3-1/2 in. (89 mm) wide steel channel studs spaced max 24 in. (610 mm) OC. Additional steel studsshall be used to completely frame the opening.B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (1.22 m) wide with square or tapered edges. The gypsum board type, thickness, number oflayers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design in the UL Fire ResistanceDirectory. Max area of opening is 73.7 sq ft (6.85 m2) with a max dimension of 104 in. (2.64 m).The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed.2. Steel Duct — Max 100 in. by 100 in. (2.5 by 2.5 m) galv steel duct to be installed either concentrically or eccentrically within the firestop system.The duct shall be constructed and reinforced in accordance with SMACNA construction standards. The space between the steel duct andperiphery of opening shall be min 0 in. (point contact) to max 2 in. (51 mm). Steel duct to be rigidly supported on both sides of the wall assembly.AReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 27, 2015A3B1A3C1A3B1B2Page: 2 of 22A1. Through-Pentrating Product* — As an alterate to Item 2. Fiber cement with galvanized steel facing, 3/8 in.(10 mm) thick composite metallicduct, with a max cross-sectional area of 43.0 sq ft, (4 m2) and a max individual dimension of 78 3/4 in. (2 m). Duct to be installed eitherconcentrically or eccentrically within the firestop system such that the annular space is min 0 in. (point contact) to max 2 in. (51 mm). Duct tobe rigidly supported on both sides of wall assembly. Refer to Ventilation Duct Assemblies in Vol. 2 of the Fire Resistance Directory.DURASYSTEMS BARRIERS INC — Type DuraDuct HP.2A2. Through-Pentrating Product* — As an alternate to Item 2. Fiber cement with galvanized steel facing, 1/4 in. (6 mm) thick, with a maxcross-sectional area of 1764 sq in. (1.14 m2), and a max individual dimension of 42 in. (1067 mm). Duct to be installed either concentrically oreccentrically within the firestop system such that the annular space is min 0 in. (point contact) to max 2 in. (51 mm). Duct to be rigidlysupported on both sides of wall assembly and installed in accordance. Refer to Ventilation Duct Assemblies in Vol. 2 of the Fire ResistanceDirectory.DURASYSTEMS BARRIERS INC — Type DuraDuct SD.2A3. Through-Pentrating Product* — As an alternate to Item 2. Galvanized steel faced duct panel, with a max cross-sectional area of 2450 sqin. (1.58 m2), and a max individual dimension of 49-1/2 in. (1258 mm) Duct to be installed either concentrically or eccentrically within thefirestop system such that the annular space is min 0 in. (point contact) to max 2 in. (51 mm). Duct to be rigidly supported on both sides wallassembly. Refer to Ventilation Duct Assemblies in Vol. 2 of the Fire Resistance Directory.DURASYSTEMS BARRIERS INC — Type DuraDuct GNX.3 Firestop System — The firestop system shall consist of the following:A. Packing Material — (Optional, Not Shown) — Polyethylene backer rod, mineral wool batt insulation or fiberglass batt insulation frictionfitted into annular space. Packing material to be recessed from both surfaces of wall to accommodate the required thickness of fill material.A1. Packing Material — Required as specified in Table below. Min 3-3/4 in. (95 mm) or 5 in. (127 mm) thickness of min 4 pcf (64 kg/m3)mineral wool batt insulation firmly packed into opening as a permanent form for 1 and 2 hr rated assemblies, respectively. Packingmaterial to be recessed from both surfaces of wall to accommodate the required thickness of fill material.B. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfacesof wall. Min 1/4 in. (6 mm) diam bead of fill material shall be applied at the point contact location between the steel duct and the gypsumboard.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CFS-S SIL GG Sealant, FS-ONE Sealant, FS-ONE MAX IntumescentSealant or CP606 Flexible Firestop SealantC. Steel Retaining Angles — Min No. 16 gauge galv steel angles sized to lap steel duct a min of 2 in. (51 mm) and to lap wall surfaces a minof 1 in. (25 mm). When max duct dimension does not exceed 48 in. (122 cm) and duct area does not exceed 1300 in2 (8387 cm2), anglesmay be min No. 18 gauge galv steel. Angles attached to steel duct on both sides of wall with min No. 10 by 1/2 in. (13 mm) long steelsheet metal screws located a max of 1 in. (25 mm) from each end of steel duct and spaced a max of 6 in. (152 mm) OC. Steel angles areoptional for those sides of duct that do not exceed the dimension specified in Table below, dependent on packing material, sealant andannular space as specified.Hilti Firestop SystemsWL 7155Page: 1 of 2Max DuctDimensionDuct ThicknessAnnular SpacePackingMaterialAngle(Item 3C)Required24 in.24 ga or heavier1/2 in. min to 1 in. maxItem 3A1No(610 mm)(13 to 25 mm)* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.CCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USANSI/UL1479 (ASTM E814) CAN/ULC S115F Ratings — 1 and 2 Hr (See Item 1) F Ratings — 1 and 2 Hr (See Item 1)T Ratings — 0 Hr FT Ratings — 0 HrL Rating at Ambient — Less Than 1 CFM/sq ft FH Ratings — 1 and 2 Hr (See Item 1)L Rating at 400 F — Less Than 1 CFM/sq ft FTH Ratings — 0 HrL Rating at Ambient — Less Than 1 CFM/sq ftL Rating at 400 F — Less Than 1 CFM/sq ftSystem No. W-L-7155Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 27, 2015Hilti Firestop SystemsSystem No. W-L-7156WL 7156Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 27, 2015Hilti Firestop SystemsPage: 2 of 23. Batts and Blankets* — Nom 1-1/2 or 2 in. (38 or 51 mm) thick glass fiber batt or blanket (min 3/4 pcf or 12 kg/m3) jacketed on the outside with afoil-scrim-kraft facing. Longitudinal and transverse joints sealed with aluminum foil tape. During the installation of the fill material, the batt orblanket shall be compressed minimum 50% such that the annular space within the firestop system shall be min 1/2 in. (13 mm) to max 2 in. (51mm).See Batts and Blankets (BKNV) category in the Building Materials Directory for names of manufacturers. Any batt or blanket meeting the abovespecifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index 50 or less maybe used.4. Firestop System — The firestop system shall consist of the following:A. Packing Material — Min 3-5/8 (92 mm) or 4-7/8 in. (124 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation firmly packed intoopening as a permanent form for 1 or 2 hr fire-rated walls, respectively. Packing material to be recessed from both surfaces of wall toaccommodate the required thickness of fill material.B. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces ofwall.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent SealantC. Steel Retaining Angles — Min No. 16 gauge (0.059 in. or 1.5 mm) galv steel angles sized to lap steel duct a min of 2 in. 51 mm) and lap wallsurfaces a min of 1 in. (25 mm). Angles attached to steel duct on both sides of wall with min No. 10 steel sheet metal screws spaced a max of1 in. (25 mm) from each end of steel duct and spaced a max of 6 in. (152 mm) OC. When max duct dimension does not exceed 48 in. (122cm) and duct area does not exceed 1300 in2 (8387 cm2), angles may be min No. 18 gauge galv steel. Angles attached to steel duct on bothsides of wall with min No. 10 by 1/2 in. (13 mm) long steel sheet metal screws located a max of 1 in. (25 mm) from each end of steel duct andspaced a max of 6 in. (152 mm) OC. When max 1-1/2 in. (38 mm) thick insulation is used, steel angles are optional for those sides of ductthat do not exceed the dimension specified in Table below, dependent on packing material and annular space as specified.SECTION A-AAA4C4A4B34A4B1A324C1B1. Wall Assembly — The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified inthe individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the followingconstruction features:A. Studs — Wall framing shall consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm)lumber spaced max 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. Additionalframing members shall be used to completely frame around opening.B. Gypsum Board* — Min 5/8 in. (16 mm) thick, 4 ft (1.2 m) wide with square or tapered edges. The gypsum board type, thickness, number oflayers and orientation shall be as specified in the individual Wall and Partition Design. Max size of opening is 210 sq in. (1355 cm2) with amax width of 14-1/2 in. (368 mm) for wood studs. Max size of opening is 76.2 sq ft. (7 m2) with a max width of 105-1/2 in. (2.7 m) for steelstuds.The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall in which it is installed.2. Steel Duct — Max 100 by 100 in. (2.5 by 2.5 m) steel duct to be installed within the framed opening. The duct shall be constructed andreinforced in accordance with SMACNA construction standards. Steel duct to be rigidly supported on both sides of wall assembly.System No. W-L-7156WL 7156CCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115USANSI/UL1479 (ASTM E814) CAN/ULC S115F Ratings — 1 and 2 Hr (See Item 1) F Ratings — 1 and 2 Hr (See Item 1)T Rating — 0 Hr FT Rating — 0 HrFH Ratings — 1 and 2 Hr (See Item 1)FTH Rating — 0 HrMax DuctDimensionDuct ThicknessAnnular SpacePackingMaterialAngle(Item 3C)Required24 in.24 ga or heavier1/2 in. min to 1 in. maxItem 3A1 No(610 mm)(13 to 25 mm)* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.Page: 1 of 2Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 27, 20154BCRSystem No. W-L-8079SECTION A-AWL 8079Page: 1 of 3System tested with a pressure differential of 2.5 Pa between the exposed and the unexposed surfaces with the higher pressure on the exposedside.1. Wall Assembly — The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified inthe individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the followingconstruction features:A. Studs — Wall framing may consist of either wood studs or channel shaped steel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102mm) lumber spaced max 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. When Item5A1 is not used, additional framing members (not shown) shall be installed to frame the periphery of the wall opening. When the additionalframing members are used to frame the opening, the hourly T, FT and FTH Ratings of the firestop system are 0 hr.B. Gypsum Board* — 5/8 in. (16 mm) thick with square or tapered edges. The gypsum board type, thickness, number of layers, fastener typeand sheet orientation shall be as specified in the individual U300, U400 or V400 Wall and Partition Design. If the through penetrants areinstalled in a wood stud/gypsum board assembly, the max area of square, rectangular, or circular opening is 210 sq in. (1355 cm2) with maxdimension of 14-1/2 in. (368 mm). If the through penetrants are installed in a steel stud/gypsum board assembly, max area of square,rectangular, or circular opening is 240 sq in. (1548 cm2) with max dimension of 20 in. (508 mm) wide.The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed.AReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.April 26, 2017APage: 2 of 32. Through-Penetrant — One or more pipes, conduit or tubes to be installed within the opening. The total number of through-penetrants isdependent on the size of the opening and the types and sizes of the penetrants. Any combination of the penetrants described below may beused provided that the following parameters relative to the annular spaces and the spacing between the through penetrants are maintained.The separation between the penetrants shall be min 1 in. (25 mm) to max 20 in. (508mm). The annular space between penetrants and theperiphery of opening shall be min 0 in. (point contact) to max 20 in. (508 mm). Pipes, conduit or tubes to be rigidly supported on both sides ofwall assembly. The following types and sizes of pipes, conduit or tubes may be used.A. Copper Tubing — Nom 3 in. (76 mm) diam (or smaller) Type L (or heavier) copper tube.B. Copper Pipe — Nom 3 in. (76 mm) diam (or smaller) Regular (or heavier) copper pipe.C. Steel Pipe — Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.D. Iron Pipe — Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe.E. Conduit — Nom 3 in. (76 mm) diam (or smaller) electric metallic tubing (EMT) or rigid steel conduit.F. Polyvinyl Chloride (PVC) Pipe — Nom 2 in. (51 mm) diam (or smaller) Schedule 40 cellular or solid core PVC pipe for use in closed(process or supply) or vented (drain, waste, or vent) piping systems.G. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 2 in. (51 mm) diam (or smaller) SDR 13.5 CPVC pipe for use in closed (process orsupply) piping systems.The T, FT and FTH Ratings are 0 Hr if bare pipe and tubing is used.3. Pipe Insulation — One or more metallic penetrants (pipe or tubing) may be insulated with the following types of pipe coverings:A. Pipe Covering* — Min 1 in. (25 mm) to max 2 in. (51 mm) thick hollow cylindrical heavy density min 3.5 pcf (56 kg/m3) glass fiber unitsjacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape.Transverse joints secured with metal fasteners or with butt tape supplied with the product.See Pipe and Equipment Covering - Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipecovering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or lessand a Smoke Developed Index of 50 or less may be used.B. Tube Insulation-Plastics+ — Min 1/2 in. (13 mm) to max 3/4 in. (19 mm) thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexiblefoam furnished in the form of tubing.See Plastics+ (QMFZ2) category in the Plastics Recognized Component Directory for names of manufacturers. Any RecognizedComponent tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may beused.The annular space between the insulated penetrants and the periphery of the opening shall be min 0 in. (0 mm, point contact) Theseparation between the insulated penetrants and the other penetrants shall be a min 1 in. (25 mm).The T, FT and FTH Ratings are 1-1/2 hour if Item 3B is used. The T, FT and FTH Ratings are 2 hr if Item 3A is used.Page: 3 of 34. Cables — One max 3 in. (76 mm) diam bundle of cables installed within the opening and rigidly supported on both surfaces of wall. Theannular space between the tightly-bundled cables and the periphery of the opening shall be min 0 in. (point contact) to max 20 in. (508 mm).The separation between the cable bundle and the other penetrants shall be min 1 in. (25 mm) to max 20 in. (508 mm). Any combination of thefollowing types and sizes of cables may be used:A. Max 25 pair No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation and jacket.B. Max 7/C No. 12 AWG copper conductor power and control cable with PVC or cross-linked polyethylene (XLPE) insulation and PVCjacket.C. Multiple fiber optical communication cable jacketed with PVC and having a max outside diam of 1/2 in. (13 mm).D. Max 3/C No. 8 AWG with bare aluminum ground, PVC insulated steel Metal-Clad+ Cable currently Classified under the ThroughPenetrating Product* (XHLY) category.E. Max 3/C (with ground) No. 8 AWG (or smaller) nonmetallic sheathed (Romex) cable with PVC insulation and jacket materials.F. RG/U coaxial cable with polyethylene (PE) insulation and polyvinyl chloride (PVC) jacket having a max outside diam of 1/2 in. (13 mm).G. Max 3/4 in. (19 mm) diam copper ground cable with or without PVC jacket.H. Max 1-1/4in. (32 mm) Diam single or multi conductor mineral-insulated copper-clad cable.The T, FT and FTH Ratings are 1/4 hr if cables D, G and H are used. The T, FT and FTH Ratings are 3/4 Hr for any other combination.4A. Through Penetrants — (Not shown) - Max six nom 1 in. (25 mm) diam (or smaller) flexible steel conduits to be installed either concentricallyor eccentrically within the firestop system. The annular space between the conduits and the periphery of the opening shall be min 0 in. (pointcontact) to a max 3 in. (76 mm). Conduits to be rigidly supported on both sides of wall. The T, FT and FTH Ratings are 0 Hr if this penetrant isused.4B. Through Penetrants — (Not Shown) - Max twelve nom 3/8 in. (10 mm) diam (or smaller) polyvinyl chloride (PVC) pneumatic tubing for usein closed (process or supply) piping systems. Tubing to be installed either concentrically or eccentrically within the firestop system. Theannular space between the tubing and the periphery of the opening shall be min 0 in. (point contact) to a max 1 in. (25 mm). Tubing to berigidly supported on both sides of wall.5. Firestop System — The firestop system shall consist of the following:A. Packing Material — In 2 hr fire rated wall assemblies, min 4-3/4 in. (121 mm) thickness of min 4 pcf (64 kg/m3) mineral wool battinsulation firmly packed into opening as a permanent form. In 1 hr fire rated wall assemblies, min 3-1/2 in. (89 mm) thickness of min 4 pcf(64 kg/m3) mineral wool batt insulation firmly packed into opening as a permanent form. Packing material recessed from both surfaces ofthe wall to accommodate the required thickness of fill material.A1. Packing Material — Min 1-1/4 in. (32 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation firmly packed as a backeraround the perimeter of opening as a permanent form. When additional framing members are used to frame the opening (see Item 1A),this packing material is optional. Packing material can be used in combination with the additional framing members.B. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces ofwall. At the point contact location between through penetrants and gypsum board, a min 1/2 in. (13 mm) diam bead of fill material shall beapplied at the gypsum board/through penetrant interface on both surfaces of wall.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.+ Bearing the UL Listing Mark# Bearing the UL Recognized Component MarkSystem No. W-L-8079WL 8079System No. W-L-8079WL 8079Hilti Firestop SystemsReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.April 26, 2017Hilti Firestop SystemsReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.April 26, 2017Hilti Firestop SystemsANSI/UL1479 (ASTM E814) CAN/ULC S115F Ratings — 1 and 2 Hr (See Item 1) F Ratings — 1 and 2 Hr (See Item 1)T Ratings — 0, 1/2, 3/4, 1-1/2 and 2 Hr (See Items 1,2, 3 and 4)FT Ratings — 0, 1/2, 3/4, 1-1/2 and 2 Hr (See Items 1,2, 3 and 4)FH Ratings — 1 and 2 Hr (See Item 1)FTH Ratings — 0, 1/2, 3/4, 1-1/2 and 2 Hr (See Items 1,2, 3 and 4)CCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115US2345A15B5B5A15A5B1B425BTRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt12" = 1’−0"12/17/2021 3:54:23 PM_ A806TMG12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsFIRESTOPPINGDETAILSRevision Schedule# DESCRIPTION DATE Hilti Firestop Systems Hilti Firestop SystemsSystem No. W-J-3215SECTION A-AWJ 3215Page: 1 of 2AReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.October 14, 2015APage: 2 of 21. Wall Assembly — Min 6 in. (152 mm) thick lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. Wall may also beconstructed of any UL Classified Concrete Blocks*. Opening may be round, rectangular or irregular with a max diam or dimension of 1 in. (25mm).See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.2. Cables — Single or tight bundle of cables to be installed within the opening. Aggregate cross-sectional area of cables in opening to have avisual fill of min 0% to max 100%. The annular space between the cable bundle and the periphery of the opening to be min 0 in. (point contact).Cables to be rigidly supported on both sides of the wall assembly. Any combination of the following types and sizes of cables may be used:A. Max 3/C No. 8 AWG NM copper conductor cable (Romex) with PVC insulation and jacket.B. Max 7/C-No. 12 AWG copper conductor control cable with PVC or XLPE insulation and jacket.C. Max 100 pair No. 24 AWG (or smaller) copper conductor telecommunication cable with PVC or plenum rated insulation and jacketing.D. Max 4 pr No. 22 AWG (or smaller) Cat 5 or Cat 6 computer cables with PVC or plenum rated insulation and jacketing.E. Type RG/U coaxial cable with fluorinated ethylene or PVC insulation and jacketing having a max outside diameter of ½ in. (13 mm).F. Max 24 fiber optic cable with polyvinyl chloride (PVC) or polyethylene (PE) jacket and insulation.G. Through Penetrating Product* — Max two copper conductor No. 18 AWG (or smaller) Power or Non-Power Limited Fire Alarm Cable withor without a jacket under a metal armor.AFC CABLE SYSTEMS INCH. Maximum 3/C No. 10 AWG metal-clad cable.The hourly T, FT and FTH Ratings of the firestop system are 2 hr except that for cable type 2B and 2C, the ratings are ½ hr. For blankopenings with no penetrant, the F, FT, FH and FTH Ratings are 2 hr.3. Fill, Void or Cavity Material* — Nom 60 mm diam by 3 mm thick putty disc with one seam at radius. Paper-backer of disc to be removed anddisc firmly pressed around the cable/cable bundle lapping nom 5 mm onto cables to completely cover opening and firmly pressed to lap ontothe wall around periphery of opening. Disc seam to be firmly pressed and sealed tight, Disc to be installed at both surfaces of wall.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CFS-D 1" Firestop Cable Disc* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.CCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115US23312ANSI/UL1479 (ASTM E814) CAN/ULC S115F Rating — 2 Hr F Rating — 2 HrT Ratings — ½ and 2 Hr (See Item 2) FT Ratings — ½ and 2 Hr (See Item 2)L Rating at Ambient — Less than 1 CFM/Opening FH Rating — 2 HrL Rating at 400 F — Less than 1 CFM/Opening FTH Ratings — ½ and 2 Hr (See Item 2)L Rating at Ambient — Less than 1 CFM/OpeningL Rating at 400 F — Less than 1 CFM/OpeningSystem No. W-J-3215WJ 3215Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.October 14, 2015Hilti Firestop SystemsSystem No. HW-S-0090HWS 00901. Floor Assembly — The 1 hr fire-rated wood joist, wood truss or combination wood and steel truss Floor-Ceiling assembly shall be constructed ofthe materials and in the manner described in the individual L500 Series Floor-Ceiling Design in the UL Fire Resistance Directory and shall includethe following construction features:A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individualFloor-Ceiling Design.B. Wood Joists — Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural WoodMembers* with bridging as required and with ends firestopped.C. Gypsum Board* — Nom 4 ft. (122 cm) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design.2. Wall Assembly — The 1 hr fire rated gypsum board/lumber stud wall assembly shall be constructed of the materials and in the manner describedin the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:A. Studs — Wall framing to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Top plate installed parallel orperpendicular to direction of wood joists and secured to bottom of joists with steel fasteners spaced max 24 in. (610 mm) OC.B. Gypsum Board* — Gypsum board sheets installed to a min total thickness of 5/8 in. (16 mm) on each side of wall. Wall to be constructed asspecified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that a max 1/2 in. (13 mm) gap shall bemaintained between the top of the gypsum board and the ceiling of the floor-ceiling assembly.3. Joint System — Fill, Void or Cavity Material* — Sealant — Max separation between the bottom of the ceiling and the top of the wall is 1/2 in. (13mm). Min 5/8 in. (16 mm) thickness of fill material installed to fill the joint, flush with each surface of the wall.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant, CP606 Sealant or FS-ONE MAX Intumescent Sealant.* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively.Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.January 28, 20151B1C32B2ACCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 2079 and CAN/ULC-S115USANSI/UL2079 CAN/ULC S115Assembly Rating — 1 Hr F Rating — 1 HrJoint Width - 1/2 In Max. FT Rating — 1 HrFH Rating — 1 HrFTH Ratings — 1 HrJoint Width - 1/2 In Max.1Hilti Firestop SystemsWall Opening Protective Materials (CLIV, CLIV7)Page: 1 of 5Hilti Firestop SystemsPage: 3 of 5Wall Opening Protective Materials (CLIV, CLIV7)Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.December 07, 2016CCLASSIFIED RClassified byUnderwriters Laboratories, Inc.to UL 263 and CAN/ULC-S101USReproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.December 07, 20161 or 2 Hr Gypsum WallAssembly (2 Hr Shown)Power Cable1/8" thick CP617or CFS-P PA Firestop Putty PadWood Stud orSteel Stud (Not Shown)UL ListedNon-Metallic OutletBox (Refer to ULlisting)OrUL ListedMetallic Outlet Box(Refer to UL listing)CP617 / CFS-P PA / FIRESTOP BOX INSERTCP617 / CFS-P PA / FIRESTOP BOX INSERTHilti Firestop SystemsPage: 4 of 5Wall Opening Protective Materials (CLIV, CLIV7)Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.December 07, 2016CP617 / CFS-P PA / FIRESTOP BOX INSERTCP 617 or CFS-P PA Firestop Putty Pads, for use with flush device UL Listed Metallic Outlet Boxes installed with steel mud rings or UL ListedNonmetallic Outlet Boxes in framed wall assemblies as specified below. When protective material is used on outlet boxes on both sides ofthe wall as directed, the horizontal separation between outlet boxes on opposite sides of the wall may be less than 24 in. provided that theboxes are not installed back-to-back (unless otherwise indicated). Installation shall comply with the National Electrical Code (NFPA 70). Min1/8 in. thick (CP 617) or min 0.2 in. (CFS-P PA) thick moldable putty pads are to be installed to completely cover the exterior surfaces of theoutlet box (except for the side of the outlet box against the stud) and conduit fittings/connectors and to completely seal against the stud andgypsum board in the wall cavity unless otherwise noted below. When CFS-P PA is used, the putty pads may be installed with the releaseliner intact on the outside of the pad with the exception of any overlaps, in which case the liner is to be removed from the bottom layer at theoverlap location. The box composition, max device dimensions, hourly rating, type of stud and type of faceplate are specified below.CP 617 or CFS-P PA Firestop Putty Pads, for use with max 4 by 4 by max 2-1/8 in. flush device UL Listed Metallic Outlet Boxes installed withsteel cover plates in 1 and 2 hr. fire rated gypsum wallboard wall assemblies framed with min 3-1/2 in. deep wood or steel studs andconstructed as specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory.CP 617 or CFS-P PA Firestop Putty Pads, for use with max 4-11/16 by 4-11/16 by max 2-1/8 in., or max 4-3/8 by 4-7/8 by max 2-1/8 in., flushdevice UL Listed Metallic Outlet Boxes installed with steel cover plates for use in 1 hr fire rated V446 gypsum board/steel stud or U341gypsum board/wood stud Wall and Partition Design No. in the Fire Resistance Directory. When U341 wall design is used, wall shall besheathed with 5/8 in. gypsum board, and glass or mineral fiber batt insulation shall be installed in stud cavities in accordance with U341design. Boxes may be installed back-to-back.CP 617 or CFS-P PA Firestop Putty Pads, for use with max 4-11/16 by 4-11/16 by max 2-1/8 in. flush device UL Listed Metallic Outlet Boxesinstalled with steel cover plates for use in 1 and 2 hr fire rated gypsum board wall assemblies framed with min 3-1/2 in. deep wood or steelstuds and constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designsin the Fire Resistance Directory. Min 0.8 pcf density fiberglass batt insulation is to be installed within the wall cavity required for 1 hr firerated gypsum board wall assemblies and optional in 2 hr fire rated gypsum wallboard assemblies.CP 617 or CFS-P PA Firestop Putty Pads, for use with max 4 by 3-3/4 by 3 in. deep UL Listed Nonmetallic Outlet Boxes manufactured byCarlon Electrical Products, made from polyvinyl chloride, and bearing a 2 hr rating under the "Outlet Boxes and Fittings Classification forFire Resistance" category in the Fire Resistance Directory. Putty pads and boxes for use in 1 and 2 hr fire rated gypsum wallboardassemblies, framed with min 3-1/2 in. deep wood studs and constructed as specified in the individual U300 Series Wall and PartitionDesigns in the Fire Resistance Directory. Outlet box secured to wood stud by means of two nailing tabs supplied with the outlet box. Puttypads shall lap min 1/2 in. onto the stud and gypsum board within the stud cavity. Outlet boxes installed with steel or plastic cover plates.CP 617 or CFS-P PA Firestop Putty Pads, for use with max 4 by 4 by 2-7/8 in. deep UL Listed Nonmetallic Outlet Boxes manufactured byCarlon Electrical Products, made from polyvinyl chloride, and bearing a 2 hr rating under the "Outlet Boxes and Fittings Classification forFire Resistance" category in the Fire Resistance Directory. Putty pads and boxes for use in the 1 hr fire rated V446 gypsum board/steelstud or U341 gypsum board/wood stud Wall and Partition Design in the Fire Resistance Directory. When U341 wall design is used, wallshall be sheathed with 5/8 in. gypsum board, and glass or mineral fiber batt insulation shall be installed in stud cavities in accordance withU341 design. Outlet box secured to steel stud by means of fastening tab supplied with the outlet box. Putty pads shall lap min 1/2 in. ontothe stud and gypsum board within the stud cavity. Outlet boxes installed with steel or plastic cover plates. Boxes may be installed back toback.CP 617 Firestop Putty Pads, for use with max 2-1/4 by 3-3/4 by 2-3/4 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Pass andSeymore, Inc., and bearing a 2 hr rating under the "Outlet Boxes and Fittings Classification for Fire Resistance" category in the FireResistance Directory. Putty pads and boxes for use in 1 and 2 hr fire rated gypsum wallboard assemblies, framed with min 3-1/2 in. deepwood studs and constructed as specified in the individual U300 Series Wall and Partition Designs in the Fire Resistance Directory. Outletbox secured to wood stud by means of two nailing tabs supplied with the outlet box.Putty pads shall lap min 1/2 in. onto the stud andgypsum board within the stud cavity. Outlet boxes installed with steel or plastic cover plates.CP 617 or CFS-P PA Firestop Putty Pads, for use with max 4 by 3-3/4 by 3 in. deep UL Listed Nonmetallic Outlet Boxes manufactured byAllied Molded Products, Inc., made from fiber reinforced thermoplastic and bearing a 2 hr rating under the "Outlet Boxes and FittingsClassification for Fire Resistance" category in the Fire Resistance Directory. Putty pads and boxes for use in 1 hr fire rated gypsumwallboard assemblies, framed with min 3-1/2 in. deep wood studs and constructed as specified in the individual U300 Series Wall andPartition Designs in the Fire Resistance Directory. Outlet box secured to wood stud by means of two nailing tabs supplied with the outletbox. Putty pads shall lap min 1/2 in. onto the stud and gypsum board within the stud cavity. Outlet boxes installed with plastic cover plates.Hilti Firestop SystemsPage: 5 of 5Wall Opening Protective Materials (CLIV, CLIV7)Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.December 07, 2016CP617 / CFS-P PA / FIRESTOP BOX INSERTCP 617 or CFS-P PA Firestop Putty Pads, for use with max 4 by 4 in. by 1-1/2 in. deep flush device UL Listed Metallic Outlet Boxes installedwith steel cover plates in 1 hr. fire rated gypsum wallboard wall assemblies framed with min 3-1/2 in. deep wood or steel studs andconstructed as specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory. The boxesare installed back to back with 5 in. by 4 in. UL Classified fire block, CP 657 or CFS-BL Firestop Block installed in the cavity between the twoboxes.CP 617 or CFS-P PA Firestop Putty Pads, for use with max 14 by 4 by max 2-1/2 in. flush device UL Listed Metallic Outlet Boxes installed withsteel cover plates in 1 and 2 hr. fire rated gypsum board wall assemblies framed with min 5-1/2 in. deep wood or steel studs for 2 hr fire ratedwalls and min 3-1/2 in. deep wood or steel studs for 1 hr fire rated walls. Walls constructed as specified in the individual U300, U400 or V400Series Wall and Partition Designs in the Fire Resistance Directory. Stud cavity insulation is required and shall consist of min 5-1/2 in. (2 hrrated walls) or min 3-1/2 in. (1 hr rated walls) thick fiberglass (min 0.8 pcf) or mineral fiber (min 4 pcf). Putty pads shall lap min 1/2 in. onto thestud and gypsum board within the stud cavity. When boxes are interconnected by means of electrical metallic tube (EMT) or conduit, a ball ofputty pad material shall be used to completely plug the open end of each EMT or conduit within the box.CP 617 or CFS-P PA Firestop Putty Pads, for use with max 4-11/16 by 4-11/16 by max 2-1/8 in. flush device UL Listed Metallic Outlet Boxesinstalled with steel or plastic cover plates for use in 1 and 2 hr fire rated gypsum board wall assemblies framed with min 5-1/2 in. deep steelstuds and constructed of the materials and in the manner specified in the individual U400 or V400 Series Wall and Partition Designs in theFire Resistance Directory. Putty pads shall lap min 1/2 in. onto the stud and gypsum board within the stud cavity. When boxes areinterconnected by means of electrical metallic tube (EMT) or conduit, a ball of putty pad material shall be used to completely plug the openend of each EMT or conduit within the outlet boxes. Metallic outlet boxes may be provided with steel attachment brackets which offset boxmin 1/4 in. from stud. When steel attachment brackets are used, putty pad to be affixed to the back and all four sides of the box.CFS-P PA Moldable Putty Pads, for use with max 4-11/16 by 4-11/16 in. by max 2-1/8 in. flush device UL Listed Metallic Outlet Boxes installedwith steel cover plates in 2 hr fire rated gypsum board wall assemblies framed with min 3-1/2 in. deep steel studs and constructed of thematerials and in the manner specified in the individual U400 and V400 Series Wall and Partition Designs in the Fire Resistance Directory. Anadditional 3/4 in. ball of putty pad material shall be used to plug the end of each electrical metallic tube or conduit at its connection to the box.CFS-P PA Moldable Putty Pads, for use with max 4 by 4 by 2-1/8 in. flush device UL Listed Metallic Outlet Boxes installed with steel or plasticcover plates in 2 hr fire rated gypsum board wall assemblies framed with min 3-1/2 in. deep steel studs and constructed of the materials andin the manner specified in the individual U400 and V400 Series Wall and Partition Designs in the Fire Resistance Directory. An additional 3/4in. ball of putty pad material shall be used to plug the end of each electrical metallic tube or conduit at its connection to the box.CFS-P PA Moldable Putty Pads, for use with max 14-1/4 by 4-1/2 by 2-1/2 in. flush device UL Listed Metallic Outlet Boxes installed with steelcover plates in 2 hr fire rated gypsum board wall assemblies framed with min 3-1/2 in. deep steel studs and constructed of the materials andin the manner specified in the individual U400 and V400 Series Wall and Partition Designs in the Fire Resistance Directory. An additional 3/4in. ball of putty pad material shall be used to plug the end of each electrical metallic tube or conduit at its connection to the box.HILTI Firestop Box Insert, for use with flush device UL Listed Metallic Outlet Boxes installed with steel mud rings or UL Listed NonmetallicOutlet Boxes in framed wall assemblies as specified below. When protective material is used on outlet boxes on both sides of the wall asdirected, the horizontal separation between outlet boxes on opposite sides of the wall may be less than 24 in. provided that the boxes are notinstalled back-to-back (unless otherwise indicated). Installation shall comply with the National Electrical Code (NFPA 70). The boxcomposition, max device dimensions, hourly rating, type of stud and type of faceplate are specified below.HILTI Firestop Box Insert, for use with max 4-11/16 by 4-11/16 by 2-1/8 in. deep UL Listed Metallic Outlet Boxes without internal clamps in 1 or2 hr fire rated gypsum wallboard wall assemblies framed with min 3-1/2 in. deep wood or steel studs and constructed of materials and in themanner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory. Outlet boxes in 1hr fire rated walls may be installed with plastic or steel cover plates. Outlet boxes in 2 hr fire rated walls shall be installed with steel coverplates. One 4-3/8 by 4-3/8 in. insert adhered to the interior back wall of the outlet box in accordance with the instructions supplied with theproduct. Smaller sized inserts may be cut and combined to achieve the 4-3/8 x 4-3/8 in coverage.HILTI Firestop Box Insert, for use with max 4 by 4 by 1-1/2 in. deep and 2-1/8 in. deep UL Listed Metallic Outlet Boxes without internal clampsin 1 or 2 hr fire rated gypsum wallboard wall assemblies framed with min 3 1/2 in. deep steel or wood studs and constructed of materials andin the manner specified in the individual U400, V400 or U300 Series Wall and Partition Designs in the Fire Resistance Directory, assummarized in the Table below. One 3-11/16 by 3-3/4 in. insert adhered to the interior back wall of the outlet box in accordance with theinstructions supplied with the product. Smaller sized inserts may be cut and combined to achieve the 3-11/16 x 3-3/4 in coverage.HILTI Firestop Box Insert, for use with max 2 1/8 x 4 x 2 1/8 in. deep UL Listed Metallic Outlet Boxes without internal clamps in 2 hr fire ratedgypsum wallboard wall assemblies framed with min 3 1/2 in. deep wood or steel studs and constructed of materials and in the mannerspecified in the individual U300, U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory. Outlet boxes may beinstalled with steel cover plates. One 1-7/8 x 2-13/16 insert adhered to the interior back wall of the outlet box in accordance with theinstructions supplied with the product.HILTI Firestop Box Insert, for use with max 4-1/2 x 8-1/2 in. by 1-5/8 in. deep or max 3-3/4 x 5-1/2 in. by 2-1/2 in deep UL Listed Metallic OutletBoxes without internal clamps in 1 hr or 2 hr fire rated gypsum wallboard wall assemblies framed with min 3 1/2 in. deep steel or wood studsand constructed of materials and in the manner specified in the individual U400, V400 or U300 Series Wall and Partition Designs in the FireResistance Directory, as summarized in the Table below. Outlet boxes installed with steel cover plates. Box inserts evenly spaced andadhered to the interior back wall of the outlet box in accordance with the instructions supplied with the product.BoxSizeType of Boxand Cover PlateHourlyRatingWallType4 x 4 x 2-1/8 indeepMetallic w/ steel coverplates2-hourU300, U400 or V400 - wood orsteel studs4 x 4 x 2-1/8 indeepMetallic w/ plastic coverplates1-hourU300, U400 or V400 - wood orsteel studs4 x 4 x 1-1/2 indeepMetallic w/ plastic coverplates1-hour U300 - wood studsBox Size Inserts Used Fire Rating Wall Type4-1/2 x 8-1/2 x 1-5/8 indeepTwo 3-11/16 x 3-3/4 in. inserts ** 2 hourU300, U400 or V400 - wood orsteel studs3-3/4 x 5-1/2 x 2-1/2 indeepOne 3-11/16 x 3-3/4 in. insert andone 1-7/8 x 2-13/16 in. insert1 hourU300, U400, or V400 - wood orsteel studs** - Min 3/4 in. deep plaster rings installed over outlet box. After installation of gypsum board, nom 1/4 in.thickness of Hilti FS-ONE Sealant or FS-ONE MAX Intumescent Sealant, bearing the UL Classification Markingfor Fill, Void or Cavity Materials, applied between the base layer of wallboard and the plaster ring.HILTI Firestop Box Insert , for use with 4-3/8 by 4-7/8 by 2-1/4 in. deep flush device UL Listed Metallic Outlet Boxes without internal clamps in 1hr fire rated gypsum board wall assemblies framed with min 3-1/2 in. deep wood or steel studs and constructed of the materials and in themanner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory. One 4-3/8 in. wideby 4-3/8 in. high insert adhered to the interior back wall of the outlet box in accordance with the installation instructions supplied with theproduct. Smaller sized inserts may be cut and combined to achieve the 4-3/8 in. by 4-3/8 in. coverage and adhered to the interior back wall ofthe outlet box. Outlet boxes installed with plastic or steel cover plates.HILTI Firestop Box Insert, for use with 4-3/8 by 4-7/8 by 2-1/4 in. deep flush device UL Listed Metallic Outlet Boxes without internal clamps in 2hr fire rated gypsum board wall assemblies framed with min 3-1/2 in. deep wood or steel studs and constructed of the materials and in themanner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory. One 4-3/8 in. wideby 4-3/8 in. high insert adhered to the interior back wall of the outlet box in accordance with the installation instructions supplied with theproduct. Smaller sized inserts may be cut and combined to achieve the 4-3/8 in. by 4-3/8 in. coverage and adhered to the interior back wall ofthe outlet box. Outlet boxes installed with steel cover plates.CP 617 or CFS-P PA Firestop Putty Pads and HILTI Firestop Box Inserts, for use with maximum 4 by 4 by 1-1/2 in. (102 by 102 by 38 mm)deep flush device UL Listed Metallic Outlet Boxes installed with steel mud rings and with steel or plastic faceplates in 1 or 2 hr fire ratedgypsum board wall assemblies constructed with min 3-1/2 in. (89 mm) wide wood or steel studs. When both protective materials are used withoutlet boxes on both sides of the wall as directed, the boxes may be installed back-to-back provided that the backs of the boxes are minimum1/2 in. (13 mm) apart and provided that the boxes are not interconnected. Adjoining pieces of moldable putty pads to be overlapped approx1/2 in. (13 mm) at the seam. An insert pad shall be installed to completely cover the back inside surface of each outlet box.Hilti Firestop SystemsPage: 2 of 5Wall Opening Protective Materials (CLIV, CLIV7)1 or 2-Hr. GypsumWall Assembly(2-Hr. Shown)Power CableSteel Stud orWood Stud (Not Shown)Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.December 07, 2016CP617 / CFS-P PA / FIRESTOP BOX INSERTUL Listed Non-MetallicOutlet Box (Refer to ULListing) or UL Listed MetallicOutlet Box (Refer to ULListing)Firestop Box InsertTRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt12" = 1’−0"12/17/2021 3:54:30 PM_ A807TMG12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsFIRESTOPPINGDETAILSRevision Schedule# DESCRIPTION DATE AFLOOR LEVELBCDET.O. WINDOWFFLOOR LEVEL7' - 0"2' - 6"2' - 3"2' - 3"GHIT.O. WINDOW5' - 0"2' - 0"7' - 0"3' - 0"3' - 0"4' - 0"4' - 0"3' - 6"7' - 0"*SEE FLOOR PLANS FOR S.G. LOCATIONS*SEE FLOOR PLANS FOR S.G. LOCATIONS*SEE FLOOR PLANS FOR S.G. LOCATIONS*SEE FLOOR PLANS FOR S.G. LOCATIONS2' - 0"5' - 0"3' - 0"7' - 0"2' - 6"4' - 6"7' - 0"7' - 0"2' - 0"6' - 0"3' - 6"3' - 6"2' - 0"6' - 0"3' - 0"4' - 0"7' - 0"5' - 0"6' - 0"4' - 0"6' - 0"J6' - 8"5' - 11 1/2"FLOOR LEVELK3' - 6"3' - 0"6' - 6"5' - 0"S.G.S.G.8' - 0"A1B1B2A2S.G.B3A3S.G.1' - 0"S.G.A4C1 C26. OPERABLE WINDOWS WITH SILLS LESS THAN 36" ABOVE FIN. FLOOR: WINDOW SHALL BE EQUIPPED WITH A WINDOW OPENING FALL PREVENTION DEVICE OR WINDOW OPENING CONTROL DEVICE MEETING ASTM F2090-10 PER 2015 IBC SEC. 1015.87. ALL OPERABLE WINDOWS SHALL BE PROVIDED WITH INSECT SCREEN(S)8. EGRESS WINDOWS - MANUFACTURER TO CONFIRM OPEN SASHAREA WILL COMPLY WITH IBC 1030 'EMERGENCY ESCAPE AND RESCUE' MINIMUM AREA AND DIMENSIONS.4. OPERABLE WINDOWS AT TYPE 'A' RESIDENT UNITS: CONTROLS MUST BE WITHIN REACH RANGE MAX. 48" A.F.F. AND EASILY OPERABLE WITH ONE HAND AND 5 LBS. OF FORCE OR LESS5. ALL FENESTRATION PRODUCTS SHALL BE LABELED WITH U-FACTOR, SHGC, VT & LEAKAGE RATING.WINDOW GENERAL NOTES:1. ALL DIMENSIONS APPLY TO THE WINDOW ASSEMBLIES THEMSELVES. ROUGH OPENINGS TO BE SIZED TO ALLOW SPACE AT PERIMETER FOR MFR REQUIRED CLEARANCES. VERIFY CLEARANCES WITH MANUFACTURER PRIOR TO FRAMING ROUGH OPENINGS.2. SEE BUILDING EXTERIOR ELEVATIONS FOR DIRECTION OF WINDOW OPERATION.3. PER IBC SECTION 2406 HAZARDOUS LOCATIONS:PROVIDE SAFETY GLAZING IN THE FOLLOWING LOCATIONS: a. GLAZING WITHIN 24" OF DOORS WHERE BOTTOM EDGE OF GLAZING <60" AFFb. GLAZING IN WINDOW PANELS >9SF WHERE BOTTOM <18" AFF AND TOP >36" AFFc. WHEN WALKING SURFACES ARE WITHIN 36" OF THE PLANE OF GLAZING 1. HARDWARE KEY IS INTENDED TO SERVE AS A GUIDE TO FUNCTION ONLY AND MAY NOT INCLUDE ALL COMPONENTS NECESSARY FOR DESIRED OPERATION OR CODE COMPLIANCE.2. BIDDERS SHALL PROVIDE FOR ALL FUNCTIONAL AND CODE REQUIREMENTS IN THEIR PROPOSALS.3. LOCKSETS SHALL MEET THE REQUIREMENTS OF ANSI A156.2 SERIES 4000 GRADE 2.4. ALL LOCKSETS AND LATCHSETS SHALL BE EQUIPPED WITH LEVER STYLE HANDLES.5. ALL INTERIOR DOORS SHALL HAVE A 5 LB MAX. OPERATIONAL FORCE LIMIT AND ALL EXTERIOR DOORS SHALL HAVE A 10 LB MAX. OPERATIONAL FORCE LIMIT PER ANSI A117.1.6. HARDWARE CLOSING SPEEDS SHALL MEET THE REQUIREMENTS OF ANSI A117.1.A. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEG. THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEG. SHALL BE 5 SECONDS MIN.B. SPRING HIDGES SHALL BE ADJUSTED SO THAT FROM THE OPENING POSITION OF 70 DEG. THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS.C. 7. ALL SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL1784 NEED TO BE LABELED SHOWING THE NAME OF THE MANUFACTURER OR OTHER IDENTIFICATION READILY TRACEABLE BACK TO THE MANUFACTURER, THE NAME OR TRADEMARK OF THE THIRD PARTY INSPECTION AGENCY, FIRE RATING AND WHERE REQUIRED FOR FIRE DOORS. SHAL SHOW THE LETTER "S" ON THE FIRE RATING LABEL OF THE DOOR. THE MARK INDICATES THAT DOOR AND FRAME ASSEMBLY ARE IN COMPLIANCE WHERE LISTED OR LABELED GASKETING IS INSTALLED.DOOR GENERAL NOTES DOOR HARDWARECNT. DESC.MFR. MODELFIN.SET 8DOORS: C106, C107 (MAINT., SPRINKLER RISER)6 EAHINGEIVES5BB1 4.5x4.5TBD2 EARIM CYLINDERCOMPATIBLE FALCON OR SCHLAGE2 EASURFACE CLOSERFALCONSC70ATBD1 PRMORTISED MEETING STILEZERO56/156BK1 EAWEATHERSTRIPPINGZERO188SBK1 EATHRESHOLD-SADDLEZERO545DSET 14DOORS: (TELECOM CLOSET)3 EAHINGEIVES5BB1 4.5x4.5TBD1 EALATCHSET-STORAGEFALCONW561 (A)TBD1 EAWEATHER STRIPPINGZERO188SBK1 EARAIN DRIPZERO11D1 EATHRESHOLDZERO566D CNT. DESC.MFR. MODELFIN.SET 1DOORS: U1 (UNIT ENTRY)3 EAHINGE*IVES5BB1 4.5x4.5TBD1 EALATCHSET-ENTRYFALCONW711 (Q)TBD1 EADEADBOLTFALCOND241TBD1 EASURFACE CLOSER*FALCONSC70ATBD1 EAVIEWERIVESU696TBD1 EAWALL STOPIVESWS401CCVTBD1 EA8X34 EXTR KICKPLATEIVES8402TBD1 EAWEATHER STRIPPINGZERO188SBK1 EADOOR BOTTOMZERO110D1 EATHRESHOLDZERO545D *AT OWNER'S OPTION, SPRING HINGES (IVES 3SP1) MAY BE SUBSTITUTED FOR STANDARD HINGES AND CLOSER, PROVIDED THAT SELF-CLOSING AND POSITIVE LATCHING MEETS NFPA REQUIREMENTS.SET 1bDOORS: U1b (UNIT ENTRY, ACCESSIBLE)PROVIDE HARDWARE AS OUTLINED IN HARDWARE SET U1. PROVIDE 1 ADDITIONAL VIEWER INSTALLED AT 42" ABOVE FINISHED FLOOR. SET 2DOORS: U3 (EXTERIOR STORAGE CLOSET)3 EAHINGEIVES5BB1 4.5x4.5TBD1 EALATCHSET-STORAGEFALCONW561 (A)TBD1 EAWEATHER STRIPPINGZERO188SBK1 EARAIN DRIPZERO11D1 EATHRESHOLDZERO566D SET 3DOORS: U2, (UNIT INTERIOR SWING, PRIVACY)1 EALATCHSET-PRIVACYFALCONW301 (A)TBD1 EADOOR STOPIVES63TBDNOTE: ASSUMES PREHUNG DOORS AND FRAMESCNT. DESC.MFR. MODELFIN.SET 4DOORS: U4 (PATIO SWING DOORS)3 EAHINGEIVES5BB1 4.5x4.5TBD1 EALATCHSET-PATIOFALCONW201 (A)TBD1 EAWEATHER STRIPPINGZERO188SBK1 EARAIN DRIPZERO11D1 EATHRESHOLDZERO566D ALTERNATE: HARDWARE AS PROVIDED BY MFR. FOR PREHUNG OUTSWING PATIO DOOR.SET 5DOORS: U5, U6, U7, U8 (UNIT INTERIOR SWING)1 EALATCHSET-PASSAGEFALCONW101 (A)TBD1 EADOOR STOPIVES63TBDNOTE: ASSUMES PREHUNG DOORS AND FRAMESSET 6DOORS: U9(SWING DOUBLE DOOR)2 EALATCHSET-DUMMYFALCONW12 (A)TBD2 EAROLLER LATCHIVESR3362 EADOOR SILENCERSIVESSR64GRAYNOTE: ASSUMES PREHUNG DOORS AND FRAMESSET 7DOORS: U10, U11, U12 (BIPASS)1 EASLIDING DOOR KITCOX12-240NA2 EAPULL CUPSCOX04-15/17TBDTRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:51:07 PMB A808TMH12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsDOOR/WINDOWDETAILSRevision Schedule# DESCRIPTION DATEWINDOW SCHEDULEMARK OPERATIONDIMENSIONSHEADHEIGHTASSOCIATED DETAIL(S) FRAME GLAZING PERFORMANCEFIRERATINGNOTESWIDTH HEIGHT HEAD SILL JAMB MATERIAL FINISH IGU TYPE TREATMENT U-VALUE SHGC VT AIR LKGA SH 3' - 0" 5' - 0" 7' - 0" 7/A903 8/A903 9/A903 PVC WHITE 1" DBL 1/8" GLAZED LOW-e, ARGON .28 .25 .44 <0.20 CFM/FT N/A BASIS OF DESIGN: PLYGEM PRO 200 HP2+, NOTE 9B OXO SLDR 7' - 0" 4' - 6" 7' - 0" 7/A903 8/A903 9/A903 PVC WHITE 1" DBL 1/8" GLAZED LOW-e, ARGON .28 .25 .44 <0.20 CFM/FT N/A BASIS OF DESIGN: PLYGEM PRO 200 HP2+C PICT. 3' - 6" 5' - 0" 7' - 0" 15/A903 16/A903 17/A903 PVC WHITE 1" DBL 1/8" GLAZED LOW-e, ARGON .24 .30 .55 <0.20 CFM/FT N/A BASIS OF DESIGN: PLYGEM PRO 200 HP2+D SH 3' - 0" 4' - 6" 7' - 0" 7/A903 8/A903 9/A903 PVC WHITE 1" DBL 1/8" GLAZED LOW-e, ARGON .28 .25 .44 <0.20 CFM/FT N/A BASIS OF DESIGN: PLYGEM PRO 200 HP2+E XO SLDR 6' - 0" 6' - 0" 8' - 0" 15/A903 16/A903 17/A903 PVC WHITE 1" DBL 1/8" GLAZED LOW-e, ARGON .28 .25 .44 <0.20 CFM/FT N/A BASIS OF DESIGN: PLYGEM PRO 200 HP2+F XO SLDR 5' - 0" 3' - 6" 7' - 0" 7/A903 8/A903 9/A903 PVC WHITE 1" DBL 1/8" GLAZED LOW-e, ARGON .28 .25 .44 <0.20 CFM/FT N/A BASIS OF DESIGN: PLYGEM PRO 200 HP2+G PICT. 4' - 0" 6' - 0" 8' - 0" 15/A903 16/A903 17/A903 PVC WHITE 1" DBL 1/8" GLAZED LOW-e, ARGON .24 .30 .55 <0.20 CFM/FT N/A BASIS OF DESIGN: PLYGEM PRO 200 HP2+H PICT. 4' - 0" 4' - 0" 6' - 0" 15/A903 16/A903 17/A903 PVC WHITE 1" DBL 1/8" GLAZED LOW-e, ARGON .24 .30 <0.20 CFM/FT N/A BASIS OF DESIGN: PLYGEM PRO 200 HP2+I XO SLDR 6' - 0" 4' - 0" 7' - 0" 7/A903 8/A903 9/A903 PVC WHITE 1" DBL 1/8" GLAZED LOW-e, ARGON .28 .25 .44 <0.20 CFM/FT N/A BASIS OF DESIGN: PLYGEM PRO 200 HP2+J SGD 5' - 11 1/2" 6' - 8" 6' - 8" PVC WHITE 1" DBL 1/8" GLAZED LOW-e, ARGON .26 .27 .49 <0.20 CFM/FT N/A BASIS OF DESIGN: PLYGEM PRO 960 HP2+K XO SLDR 5' - 0" 3' - 0" 7' - 0" 7/A903 8/A903 9/A903 PVC WHITE 1" DBL 1/8" GLAZED LOW-e, ARGON .28 .25 .44 <0.20 CFM/FT N/A BASIS OF DESIGN: PLYGEM PRO 200 HP2+DOOR SCHEDULE - UNITSMARK ROOMDIMENSIONSDOORTYPEFIRELABELDOOR PANELGLAZINGDOOR FRAME CONSTRUCTION DETAILSHARDWAREMAXU-VALUEREMARKSWIDTH HEIGHT THICKNESS MATERIAL FINISH TYPE FINISH HEAD JAMB THRESH.U1 UNIT ENTRY 3' - 0" 6' - 8" 0' - 1 3/4" A2 60 STL PVC or FGL PT HM PT 2/A903 4/A903 6/A903 SET 1 .14 BASIS OF DESIGN: THERMATRU SE978HD; U=0.14U1b UNIT ENTRY 3' - 0" 6' - 8" 0' - 1 3/4" A2 60 STL PVC or FGL PT HM PT 2/A903 4/A903 6/A903 SET 1b .14 BASIS OF DESIGN: THERMATRU SE978HD; U=0.14U2 BED/BATH 2' - 10" 6' - 8" 0' - 1 3/8" A2 HCW / MAS PT WD PT 5/A903 SET 3U3 STORAGE 2' - 8" 6' - 8" 0' - 1 3/4" A2 STL PVC or FGL PT WD PT 11/A903 12/A903 SET 2U4 PATIO 6' - 0" 7' - 0" 0' - 1 3/4" A1 STL PVC or FGL PT SG WD PT 5/A903 5/A903 SET 4 .30U5 CL 2' - 4" 6' - 8" 0' - 1 3/8" A2 HCW / MAS PT WD PT 5/A903 SET 5U6 CL 2' - 6" 6' - 8" 0' - 1 3/8" A2 HCW / MAS PT WD PT 5/A903 SET 5U7 CL 2' - 10" 6' - 8" 0' - 1 3/8" A2 HCW / MAS PT WD PT 5/A903 SET 5U8 CL 2' - 0" 6' - 8" 0' - 1 3/8" A2 HCW / MAS PT WD PT 5/A903 SET 5U9 CL 5' - 0" 6' - 8" 0' - 1 3/8" B1 HCW / MAS PT WD PT 5/A903 SET 6U10 CL 6' - 0" 6' - 8" 0' - 1 3/8" B2 HCW / MAS PT GWB PT 1/A903 3/A903 SET 7U11 CL 5' - 0" 6' - 8" 0' - 1 3/8" B2 HCW / MAS PT GWB PT 1/A903 3/A903 SET 7U12 CL 4' - 0" 6' - 8" 0' - 1 3/8" B2 HCW / MAS PT GWB PT 1/A903 3/A903 SET 7DOOR SCHEDULE - COMMON ROOMS BLDG BMARKROOMNAMEDIMENSIONSDOORTYPEFIRELABELDOOR PANELGLAZINGDOOR FRAME CONSTRUCTION DETAILHARDWAREMAXU-VALUEREMARKSWIDTH HEIGHT THICKNESS MATERIAL FINISH TYPE FINISH HEAD JAMB THRESH.BLDG C -1ST FLOORB109 TELECOM 3' - 0" 6' - 8" 0' - 2" A4 PT PT 11/A903 12/A903B110 SP. RISER 6' - 0" 7' - 0" 0' - 1 3/4" B3 PT PT 2/A903 3/A903 SET 8WINDOW TYPESDOOR TYPESNOT USEDNOT USED TRIM AB PRESTRIP FLUSH AT JAMBS & SILL CONDITIONSMINIMUM 18 GAUGE G90 GALV. BACK ANGLE -COORDINATE LOCATION W/ BACKSET OF WINDOWNOTE:WALL CLADDING NOT SHOWN FOR CLARITY1. INSTALL AB PRESTRIP AT SILL.2. INSTALL METAL BACK ANGLE.3. INSTALL SA MEMB. FLASHING AT SILL CONDITIONFOLD OVER SA MEMB. -DO NOT CUTENSURE POSITIVE SLOPE TO DRAIN AT SILLFULLY ADHERE SA MEMB. SILL FLASHING O/ AB PRESTRIP. USE HAND ROLLER TO ACHIEVE OPTIMUM ADHESION4. INSTALL FIELD-FABRICATED GUSSETS AT CORNERS.FIELD-CUT SA MEMB. GUSSETS AS REQUIRED TO PROVIDE CLOSURE AT CORNERS5. INSTALL JAMB SA MEMB. BOOT O/ SA MEMB. AT SILL & GUSSET -LAP O/ & ADHERE TO JAMB CONDITION123456. INSTALL AB PRESTRIP MEMBRANE AT JAMB -MAINTAIN POSITIVE LAP O/ SA MEMB. AT SILL CONDITION. TAPE JOINTS WITH AB MFR. PROPRIETARY 3" TAPE.63" AB TAPE PER MANUFACTURER -KEEP ABOVE WD BLOCKING MIN 1"7. INSTALL AB MEMBRANE AT WINDOW HEAD POSITIVELY LAPPING OVER AB MEMBRANE AT JAMBS73" AB TAPE PER MANUFACTURER8. INSTALL CONTINUOUS BEAD OF SEALANT AT OUTSIDE FACE OF WOOD BLOCKING. INSTALL SHIMS AT INTERVALS AS REQUIRED PER WINDOW MANUFACTURER.8SET EXTRUSION OF WINDOW INTO CONTINUOUS CONTACT W/ SEALANTINTERVAL & COVERAGE OF SHIMS PER WINDOW MANUFACTURER9. INSTALL NEW WINDOW UNIT -FASTEN PER MANUFACTURER9A. PRIOR TO PLACEMENT OF WINDOW, V NOTCH LOWER NAIL FIN 3" FROM JAMBS & AT EA. VERTICAL MULLION9AV NOTCH OR WEEP HOLE910. INSTALL AB TAPE O/ FLASHING FLANGE OF WINDOW AT HEAD AND JAMB CONDITIONS1011. INSTALL FLASHING (FINISH PER ARCH) -SET FLASHING INTO CONT. BED OF SEALANT AT WINDOW. EXTEND END DAMS PAST JAMB CONDITION AS REQUIRED TO EXTEND BEYOND SEALANT JOINTS AT JAMBS (NOT SHOWN).12. INSTALL SEALANT FOR AB CONTINUITY ALONG AB PRESTRIP AT HEAD CONDITION11123/8"1"HEAD DEPTH VARIESFOLDED, UNBROKEN END DAMCOORDINATE DIMENSION OF LOWER FLASHING LEG W/ OPERATION OF WINDOW / DOOR13. INSTALL FIELD AB MEMB. POSITIVELY O/ METAL HEAD FLASHING14. TUCK FIELD AB MEMB. AT SILL U/ SILL CONDITION AB PRESTRIP. TAPE JOINTS131415. INSTALL FIELD AB MEMBRANE O/ AB PRESTRIP AT JAMBS -TAPE ALL JOINTS16. INSTALL CONTINUOUS BACKER ROD & SEALANT JOINT AT JAMBS AND HEAD PER WINDOW DETAILS156"1/2"TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt12" = 1’−0"12/17/2021 3:54:37 PM_ A901TMj12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsWINDOWFLASHINGSEQUENCERevision Schedule# DESCRIPTION DATE SEAL G.W.B. TO FIRSTSTUD AT INTERIOR PARTIITIONSSEAL G.W.B. PERIMETER OF DOOR & WINDOW OPENINGSSEAL G.W.B. PERIMETER OF DOOR & WINDOW OPENINGSSEAL G.W.B. TO TOP PLATE AT ALL EXTERIORWALLSSEAL G.W.B. TO SILL PLATE AT ALL EXTERIORWALLSSEAL G.W.B. TO TOP PLATE WHEN ADJACENTTO UNCONDITIONED ATTICSEAL ALONG INSIDE OF BOTTOM OF FIRST STUDAT INTERIOR WALL OR HOLD BACK FIRST STUDAND RUN G.W.B. CONTINUOUSG.W.B AIR BARRIER - CONCEPTUAL ISOMETRICG.W.B AIR BARRIER - CONCEPTUAL EXTERIOR WALL SECTIONP.T. SILL PLATE INSTALLEDOVER CONTINUOUS SILL GASKETRIM JOIST CAULKED OR GASKETED TO SILL PLATEBOTTOM PLATE CAULKED OR GASKETED TO SUBFLOOR / CONCRETE SLAB AT SLAB ON GRADE CONDITIONSSUBFLOOR CAULKED, GLUED OR GASKETED TO RIM JOISTG.W.B. CAULKED TO BOTTOM PLATEG.W.B. CAULKED TO TOP PLATERIM JOIST CAULKED, GLUED OR GASKETED TO TOP PLATERIM JOIST CAULKED, GLUED OR GASKETED TO SUBFLOORBOTTOM PLATE CAULKED OR GASKETED TO SUBFLOOR / CONCRETE SLAB AT SLAB ON GRADE CONDITIONSG.W.B. CAULKED TO BOTTOM PLATEG.W.B. CAULKED TO TOP PLATECEILING G.W.B. TAPED TO WALL G.W.B.SHADED COMPONENTS INDICATE ELEMENTS COMPRISING THE CONTINUOUS AIR BARRIER ENCLOSUREG.W.B. ADHESIVE AT BOTTOM AND TOP OF STUDG.W.B. ADHESIVE AT BOTTOM AND TOP OF PLATEG.W.B. ADHESIVE ON BOTH SIDES OF FIRST INTERIOR STUDSEALING AT INTERSECTING WALLSN.T.S.4SEALING AT RIM JOISTN.T.S.5CONTINUOUS BEAD OF SUBFLOOR ADHESIVESEALANT OR ADHESIVESEALANT OR ADHESIVEALL ELECTRICAL PENETRATIONS AT EXTERIOR WALLS TO USE AIR-SEALED BOXES. ALL WIRE OPENINGS & PENETRATIONS SEALED WITH CAULK, PUTTY OR INTEGRAL SEAL. SEAL G.W.B. TO BOX FLANGE WITH CONTINUOUS BEAD OF CAULK OR ADHESIVE.CONTINUOUS SEALANT AT FIXTURE PERIMETER TO G.W.B.SEALING AT RECESSED FIXTURESN.T.S.3I.C. RATED RECESSED LIGHT FIXTURE, AIR LEAKAGE RATING NOT GREATER THAN 2CFM PER ASTM E283 TEST.CONCEPTUAL INTERIOR AIR BARRIER SYSTEM - GYPSUM WALL BOARD (G.W.B.) METHODN.T.S.1PER 2015 WASHINGTON STATE ENERGY CODE R402.4 A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. AIR PERMEABLE INSULATION SHALL NOT BE USED AS AS A SEALING MATERIAL.PROVIDE BUILDING AIR LEAKAGE TESTING WITH APPROVED BLOWER DOOR PER INFORMATION BELOW. SUBMIT TESTING RESULTS TO JURISDICTION FOR APPROVAL.2015 Washington State Energy Code (WSEC) section R402.4.1.2 requires air leakage testing forall new houses and additions. The requirement is met if the structure has a leakage rate of 5 air changes per hour when depressurized wIth a blower door to 50 Pascals or less (5ACH50 ). APascal is a measurement of pressure. 249 Pascals are equal to 1" of water column. The test must be performed using a Blower Door device which consists of a large fan, a frame and panel. Amanometer (pressure gauge) is used to read house and fan pressures.WSEC states that the test may be performed at any time after rough in. All penetrations in thebuilding envelope must be sealed including those for utilities, plumbing, electrical, ventilation andcombustion appliances. The code also states that when required by the building official, the test shall be conducted by an approved third party.To conduct the test:1. Close all windows, doors and fireplace and stove doors.2. Close all dampers including exhaust, intake, make-up air, backdraft andflue dampers. Since you will be depressurizing the house, dampers in bathfans, etc. will be sucked closed during the test and will therefore notnegatively affect the results .3. Make sure plumbing traps are filled with water.4. Leave doors between heated areas open.5. Open access hatches to conditioned attics and/or conditioned crawlspaces. Leave hatches closed if these are unconditioned areas.6. Seal exterior openings for continuously operating ventilation systems andheat recovery ventilators.7. Turn off heating and cooling systems but do not seal supply or returnregisters.8. Adjust all combustion appliances so that they do not turn on during thetest.9. Install the blower door in an exterior door opening and connect hoses fromthe manometer to the blower door fan and the exterior pressure tap. Seemanufacturer's instructions for correct set-up .10. Depressurize the house to -50 Pascals .11. Record the flow rate (with simple manometers, the fan pressure (Pa) isconverted to. CFM50using a flow table. Many digital manometers sold withblower doors can automatically perform this conversion, and displayCFM50 directly.) Consult your blower door and manometer manuals.You now must convert the flow rate (CFM50) to ACH50.Use the following formula:ACH50= (CFM50X 60) I VolumeWhereꞏACH50=Air Changes per Hour at -50 PascalsCFM50X 60 =Converts Cubic Feet per Minute to Cubic Feet perHourVolume =Conditioned floor area of the housing unit multiplied bythe ceiling heightExample: A blower door test has be.en done on a 2,000 square foot houseahd the fan flow (CFM50) rate is 1100 CFM.ACH50= (CFM50 X 60) I VolumeACH50= (11 00 X 60) I (2000 X 8)ACH50= 66,000/16,000ACH50 = 4.1Since the code requires the ACH50to be less than 5, this house complies with anACH50of 4.1. Record the ACH50on the energy certificate on or near the electricalpanel.AIR BARRIER REQUIREMENTBLOWER DOOR TESTTRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvt1" = 1’−0"12/17/2021 3:54:43 PM_ A902TMj12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsAIR BARRIERRevision Schedule# DESCRIPTION DATE GYPWOOD TRIM & BLOCKINGTRACKS FOR BIPASSDOORPER WALL TYPEPER WALL TYPEINTERIORDOOR PERSCHEDULEHOLLOW METAL DOORFRAME PER DOORSCHEDULE24GA PREFINISHEDTHROUGH WALL FLASHINGWITH HEMMED DRIP,HEAD FLASHING TO HAVE FOLDED UP END DAMSWRB TAPE AT FLASHINGEXTERIORWEATHER BARRIERPRESTRIP LINER ATOPENINGCONTINUOUS BEAD OF COMPATIBLE SEALANTCLADDING PER ELEVATIONSLOW EXPANSION FOAM FILL2" RIGID INSUL.DOORGWBSTUDS @ JAMB & HDRRUBBER BUMPER STOPS AT HEAD AND SILLPER WALL TYPEINTERIORDOOR PERSCHEDULEHOLLOW METAL DOORFRAME PER DOORSCHEDULEEXTERIORWEATHER BARRIERPRESTRIP LINER ATOPENINGCONTINUOUS BEAD OF COMPATIBLE SEALANTCLADDING PER ELEVATIONSLOW EXPANSION FOAM FILLDOUBLE STUD AT JAMBWOOD TRIM, PAINTEDWOOD FRAME PERDOOR SCHEDULESHIM AS NECESSARYDOOR PER DOOR SCHEDULEPER WALL TYPEINTERIORHM DOOR PER SCHEDULEHOLLOW METAL DOORFRAME PER DOOR SCHEDULEEXTERIORSWEEP WITH RAIN GUARDFINISH FLOORINGMTL BACKDAM ANGLETHRESHOLD SHIM SUPPORTADA-COMPLIANT ALUM. OFFSET THRESHOLDFF SAM PAN W/ END DAM & FULLY WELDED CORNERS SET IN SEALANT, SLOPE EXT SLAB LEG AWAY FROM BLDGCONC. PORCH-SLOPE AWAY FROM BLDG 1/4"/FTCOMPRESSIVE FILLER & SEALANTDRAIN BOARD AT DEPRESSED DOOR THRESHOLDS @ GRADE FOR SUBSILL DRAINAGEBELOW GRADE DAMPROOFINGVAPOR BARRIERR-10 RIGID INSUL. AT PERIMETER1/2" RECESS AT CONC. SLAB EDGE UNDER THRESHOLD TO RECEIVE WP'ING & BACK DAMGYPSUM WALLBOARD WITH PVA PRIMERBACKER ROD & SEALANTPVC WINDOW PER WINDOW SCHEDULE, INSTALL PER MANUFACTURER'S RECOMMENDATIONSWINDOW TRIM, SIZE PER ELEVATIONS24 GA. PREFINISHED CONTINUOUS DRIP FLASHING, MIN. 3" LEG & UPTURNED END DAMSCLADDING PER ELEVATIONSR-10 HEADER INSULATIONTOP OF R.O.W.R.B. SEAM TAPE OR SELF-ADHERING RESILIENT FLASHINGCONTINUOUS SEALANT ATGWB TO FRAMING PERIMETER FOR AIR BARRIER CONTINUITYSTAINED WOOD APRON (OPTIONAL)CLADDING PER ELEVATIONSWEATHER RESISTIVE BARRIER, TUCK UNDER SILL LINERWINDOW TRIM, SIZE PER ELEVATIONSSILL PLAN FLASHING WITH BACKDAMPVC WINDOW PER WINDOW SCHEDULE, INSTALL PER MANUFACTURER'S RECOMMENDATIONSSEALANTGYPSUM WALLBOARDALT: WOOD OR M.D.F. SILL & APRON AT OWNER'S OPTIONBOTTOM OF R.O.COMPATIBLE SEALANTDRAINAGE SHIMS AT TOP & FRONT FACESBACKER ROD & SEALANTCONTINUOUS SEALANT AT GWB TO FRAMING PERIMETER FOR AIR BARRIER CONTINUITYSTAINED WOOD SILL (OPTIONAL)GYPSUM WALLBOARD WITH PVA PRIMERPVC WINDOW PER WINDOW SCHEDULE, INSTALL PER MANUFACTURER'S RECOMMENDATIONSWINDOW TRIM, SIZE PER ELEVATIONSCLADDING PER ELEVATIONSWEATHER RESISTIVE BARRIER, LAP OVER PRE-STRIPPING AT WINDOW OPENINGSIDE OF R.O.W.R.B. SEAM TAPE ORSELF-ADHERING RESILIENT FLASHINGBACKER ROD & SEALANTCONTINUOUS SEALANT ATGWB TO FRAMING PERIMETER FOR AIR BARRIER CONTINUITYSTAINED WOOD APRON (OPTIONAL)W.R.B. HEAD FLASHING OR SELF-ADHERING RESILIENT FLASHING, INSTALL PER MANUFACTURER'S RECOMMENDATIONSTRIM, SIZE PER ELEVATIONS24 GA. PREFINISHED CONTINUOUS DRIPFLASHING, MIN. 3" LEG & UPTURNED END DAMSCLADDING PER ELEVATIONSWEATHER RESISTIVE BARRIER, LAP OVER HEAD FLASHINGR-10 HEADER INSULATIONTOP OF R.O.DOOR FRAMESEALANTFILL ROUGH OPENING PERIMETERWITH CLOSED-CELL SPRAY FOAMCONTINUOUS SEALANT ATGWB TO FRAMING PERIMETER FOR AIR BARRIER CONTINUITYFILL ROUGH OPENING PERIMETERWITH CLOSED-CELL SPRAY FOAMTRIM, SIZE PER ELEVATIONSDOOR FRAMESEALANTCLADDING PER ELEVATIONSWEATHER RESISTIVE BARRIERCONTINUOUS SEALANT ATGWB TO FRAMING PERIMETER FOR AIR BARRIER CONTINUITYGYPSUM WALLBOARD WITH PVA PRIMERBACKER ROD & SEALANTPVC WINDOW PER WINDOW SCHEDULE, INSTALL PER MANUFACTURER'S RECOMMENDATIONSCLADDING PER ELEVATIONSR-10 HEADER INSULATIONTOP OF R.O.W.R.B. SEAM TAPE OR SELF-ADHERING RESILIENT FLASHINGCONTINUOUS SEALANT ATGWB TO FRAMING PERIMETER FOR AIR BARRIER CONTINUITYSEALANT BETWEEN HEAD FLASHING & PERIMETER SEAM TAPE OR S.A.M.WEATHER RESISTANT BARRIER, LAP OVER HEAD FLASHING WITH CONTINUOUS SEALANTVERTICAL RAINSCREEN FURRING STRIPSINSECT SCREEN24" GA, PREFINISHED CONTINUOUS DRIP FLASHING, MIN. 3" LEG & UPTURNED END DAMSGYPSUM WALLBOARD WITH PVA PRIMERPVC WINDOW PER WINDOW SCHEDULE, INSTALL PER MANUFACTURER'S RECOMMENDATIONSCLADDING PER ELEVATIONSSEALANT BETWEEN W.R.B. & PERIMETER SEAM TAPE OR S.A.M.SIDE OF R.O.W.R.B. SEAM TAPE ORSELF-ADHERING RESILIENT FLASHINGBACKER ROD & SEALANTCONTINUOUS SEALANT ATGWB TO FRAMING PERIMETER FOR AIR BARRIER CONTINUITYWEATHER RESISTANT BARRIER, LAP OVER PRE STRIPPING AT WINDOW OPENING VERTICAL RAIN SCREEN FURRING STRIPSCOMPATIBLE EXTRUDED ALUMINUM VERTICAL TRIM BY FIBER CEMENT PANEL MANUFACTURERCLADDING PER ELEVATIONSWEATHER RESISTIVE BARRIER, TUCK UNDER SILL LINERSILL PLAN FLASHING WITH BACKDAMPVC WINDOW PER WINDOW SCHEDULE, INSTALL PER MANUFACTURER'S RECOMMENDATIONSSEALANTGYPSUM WALLBOARDALT: WOOD OR M.D.F. SILL & APRON AT OWNER'S OPTIONBOTTOM OF R.O.COMPATIBLE SEALANTDRAINAGE SHIMS AT TOP & FRONT FACESBACKER ROD & SEALANTCONTINUOUS SEALANT AT GWB TO FRAMING PERIMETER FOR AIR BARRIER CONTINUITYCOMPATIBLE EXTRUDED ALUMNIUM HORIZONTAL EDGE TRIM BY FIBER CEMENT PANEL MANUFACTURERVERTICAL RAINSCREEN FURRING STRIPSHEADER PER STRUCT.T.O. OPENING6'-8" AFFPAINTED WD BLCKGSLIDING BARN DOOR TRACK W/ COVERSLIDING BARN DOORCONT. VERT WOOD TRIM, PAINTED; NOTCH AROUND BASE TRIMSLIDING BARN DOOR PER DOOR SCHEDULESTOP PER SLIDING BARN MFRNOTE: DOOR IN OPEN POSITION2"2"2"DOOR PULL PER SCHEDULEBASE TRIM BELOWFRAMINGGUIDE PER SLIDING BARN DOOR MFRWALL TYPE AS SCHEDULED33" MIN.1/2"TO 3/4" MAX.1/2" MIN.1/2"1/2"ALIGNNOTE: NO HARDWARE ON FLOOR AT SILL - CHANNEL IN BASE DOORSLIDING BARN DOOR CHANNEL IN BASE OF DOORSLIDING BARN DOOR ROLLER GUIDE AT FLOORNOTE: DOOR IN OPEN POSITION14_ A903OPENING HEIGHT - 6' - 10"DOOR OPENING HEIGHT - 7' - 0"PER MFR.LINTEL BRUSHCOILING DOORHOOD ASSEMBLYPER MANUFACTUREROPENING AIR BARRIERPRESTRIP2x10HEAD FLASHINGCLADDING PERELEVATIONSTRACK PER MFR.INTERIOR FACE OF WALLCOILINGDOORCOILING DOORTRACK ASSEMBLY (BY MFGR.)1-1/4" FOAM STRIPBY DOOR MFR.WEATHERSTRIPPINGBY DOOR MFR.2x10 JAMB TRIMWOOD POST PERSTRUCTURAL SIZEDTO SUPPORT DOORASSEMBLYTRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:54:51 PM_ A903TMj12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsDOOR/WINDOWDETAILSRevision Schedule# DESCRIPTION DATE3" = 1'-0"_ A9031DOOR HEAD - BI PASS DOOR3" = 1'-0"A A503 _ A9032DOOR HEAD - EXTR. H.M. FRAME3" = 1'-0"A A503 _ A9034DOOR JAMB - BI-PASS DOOR3" = 1'-0"A A503 _ A9033DOOR JAMB - EXTR. H.M. FRAME3" = 1'-0"_ A9035DOOR JAMB - INTR. WOOD FRAME3" = 1'-0"_ A9036DOOR THRESH. - EXTR H.M. FRAME3" = 1'-0"A A501 _ A9037WINDOW - HEAD W TRIM3" = 1'-0"A A501 _ A9038WINDOW - SILL WITH TRIM3" = 1'-0"A A501 _ A9039WINDOW JAMB - WITH TRIM3" = 1'-0"A A502 _ A90311EXTERIOR DOOR - HEAD3" = 1'-0"A A502 _ A90312EXTERIOR DOOR - JAMB3" = 1'-0"_ A90316WINDOW HEAD - WITH PANEL3" = 1'-0"_ A90317WINDOW JAMB - WITH PANEL3" = 1'-0"_ A90318WINDOW SILL - WITH PANEL3" = 1'-0"_ A90310SLIDING BARN DOOR HEAD3" = 1'-0"_ A90319SLIDING BARN DOOR JAMB3" = 1'-0"_ A90313SLIDING BARN DOOR JAMB AT FLOOR1 1/2" = 1'-0"A A501 _ A90315COILING DOOR - HEAD3" = 1'-0"_ A903 _ A90314COILING DOOR - JAMB WEATHER BARRIERRAINSCREEN VERT. FURRING STRIPSCOMPATIBLE EXTRUDED ALUMINUM VERTICAL TRIM BY FIBER CEMENT PANEL MANUFACTURER. PRE-PRIMED, FIELD PAINT TO MATCH ADJACENT CLADDINGFIBER CEMENT PANEL CLADDING PER ELEVATION KEYNOTES, LOCATE JOINTS AS INDICATED ON ARCHITECTURAL ELEVATIONSCOMPATIBLE EXTRUDED ALUMINUM OUTSIDE CORNER BY FIBER CEMENT PANEL MANUFACTURER. PRE-PRIMED, FIELD PAINT TO MATCH ADJACENT CLADDINGRAINSCREEN VERT. FURRING STRIPSWEATHER BARRIER,LAP 12" MIN. AT CORNERFIBER CEMENT PANEL CLADDING PER ELEVATION KEYNOTES, LOCATE JOINTS AS INDICATED ON ARCHITECTURAL ELEVATIONSFIBER CEMENT LAP SIDINGPER ELEVATION KEYNOTESWEATHER BARRIERRAINSCREEN VERT. FURRING STRIPSCOMPATIBLE EXTRUDED ALUMINUM HORIZONTAL TRIM BY VERTICAL FIBER CEMENT PANEL MANUFACTURER. PRE-PRIMED, FIELD PAINT TO MATCH ADJACENT CLADDINGFIBER CEMENT PANEL CLADDING PER ELEVATION KEYNOTES, LOCATE JOINTS AS INDICATED ON ARCHITECTURAL ELEVATIONSWEATHER BARRIERRAINSCREEN VERT. FURRING STRIPSCOMPATIBLE EXTRUDED ALUMINUM VERTICAL J-CHANNEL BY FIBER CEMENT PANEL MANUFACTURER. PRE-PRIMED, FIELD PAINT TO MATCH ADJACENT CLADDINGFIBER CEMENT LAP SIDING PER ELEVATION KEYNOTESFIBER CEMENT PANEL CLADDING PER ELEVATION KEYNOTES, LOCATE JOINTS AS INDICATED ON ARCHITECTURAL ELEVATIONSRAINSCREEN VERT. FURRING STRIPSWEATHER BARRIER,LAP 12" MIN. AT CORNERCOMPATIBLE EXTRUDED ALUMINUM INSIDE CORNER BY FIBER CEMENT PANEL MANUFACTURERFIBER CEMENT PANEL CLADDING PER ELEVATION KEYNOTES, LOCATE JOINTS AS INDICATED ON ARCHITECTURAL ELEVATIONSWD. OR FIBER CEMENTCORNERBOARDS, 2X4NOMINAL, WEATHER-CUT & SEAL ALL JOINTS, PAINT COLOR TO MATCH ADJACENT CLADDINGCONTINUOUS COMPATIBLE SEALANTWEATHER BARRIER,LAP 12" MIN. AT CORNER,TAPE ALL SEAMSFIBER CEMENT CLADDINGPER ELEVATION KEYNOTESRAINSCREEN VERT. FURRING STRIPSFIBER CEMENT LAP SIDINGPER ELEVATION KEYNOTESWEATHER BARRIER, UPPER COURSE LAP OVER COURSE BELOWRAINSCREEN VERT. FURRING STRIPSCOMPATIBLE EXTRUDED ALUMINUM HORIZONTAL TRIM BY VERTICAL FIBER CEMENT PANEL MANUFACTURER. PRE-PRIMED, FIELD PAINT TO MATCH ADJACENT CLADDINGFIBER CEMENT PANEL CLADDING PER ELEVATION KEYNOTES, LOCATE JOINTS AS INDICATED ON ARCHITECTURAL ELEVATIONSWEATHER BARRIER, LOWER COURSE TUCK UNDER THROUGH-WALLFLASHINGCONT. 24 GA. MIN. PREFINISHED THROUGH-WALL FLASHING, INSTALL AT EVERY 2 FLOORS OR 20'1/2" MIN. AIRGAP BETWEENFLASHING & CLADDINGFIBER CEMENT CLADDINGPER ELEVATION KEYNOTESWEATHER BARRIER, UPPER COURSE LAP OVER THROUGH-WALL FLASHINGRAINSCREEN VERT. FURRING STRIPSWRAP INSECT SCREEN 2x2 NOM. WD. CONTINUOUS COMPATIBLE SEALANTWEATHER BARRIER,LAP 12" MIN. AT CORNERFIBER CEMENT CLADDINGPER ELEVATION KEYNOTESFIBER CEMENT CLADDINGPER ELEVATION KEYNOTESWEATHER BARRIER, UPPER COURSE LAP OVER COURSE BELOWRAINSCREEN VERT. FURRING STRIPSCOMPATIBLE EXTRUDED ALUMINUM HORIZONTAL TRIM BY VERTICAL FIBER CEMENT PANEL MANUFACTURER. PRE-PRIMED, FIELD PAINT TO MATCH ADJACENT CLADDINGFIBER CEMENT CLADDINGPER ELEVATIONSDRAINABLE W.R.B.5/4" X 4" FC TRIM BOARDFIBER CEMENT PANEL CLADDING PER ELEVATION KEYNOTES, LOCATE JOINTS AS INDICATED ON ARCHITECTURAL ELEVATIONSFIBER CEMENT CLADDINGPER ELEVATIONS5/4" X 4" FC TRIM BOARDFIBER CEMENT LAP SIDINGPER ELEVATION KEYNOTESWEATHER BARRIER, UPPER COURSE LAP OVER COURSE BELOWSEALANTTIE FLANGE INTO WEATHER BARRIER PER TYP. WINDOW HEAD AND JAMB FLASHING SEQUENCE4" MIN.(TYP ALLSIDES)2" MINPREFINISHED METAL FLANGE, SIZEAS NECESSARY TO ACCOMMATE ALL PENETRANTS. SET IN MIN. 1/4" SEALANT ALL SIDES.PREFINISHED METAL HOOD WITH 15% SLOPED TOP EDGE. FASTEN TO BASE FLANGE AFTER PENETRANTS ARE INSTALLED AND SEALED WITH POP RIVETS AT END RETURNSTRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:55:14 PM_ A904TMj12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsCLADDINGDETAILSRevision Schedule# DESCRIPTION DATE3" = 1'-0"_ A9043CLADDING- VERT. JOIN, FIBER CEMENT PANEL3" = 1'-0"A A501 _ A9044CLADDING - OUTSIDE CORNER, FIBERT CEMENT PANE3" = 1'-0"_ A9045CLADDING-HORIZONTAL JOINT, FIBER CEMENT LAP TOPANEL3" = 1'-0"A A501 _ A9048CLADDING-VERTICAL JOINT, FIBER CEMENT PANEL TO LAP3" = 1'-0"_ A9049CLADDING - INSIDE CORNER, FIBER CEMENT PANEL3" = 1'-0"A A501 _ A90410CLADDING - OUTSIDE CORNER WITH CORNERBOARDS3" = 1'-0"_ A90413CLADDING-HORIZONTAL JOINT, FIBER CEMENT PANEL TOLAP3" = 1'-0"A A601 _ A90414CLADDING - THROUGH WALL FLASHING3" = 1'-0"A A502 _ A90415CLADDING - INSIDE CORNER, FIBER CEMENT LAP SIDING3" = 1'-0"A A501 _ A90418CLADDING - HORIZONTAL JOINT, FIBER CEMENT PANEL3" = 1'-0"A A501 _ A9041HORIZONTAL JOINT - LAP TO PANEL3" = 1'-0"A A501 _ A9042HORIZONTAL JOINT - LAP TO LAP1 1/2" = 1'-0"_ A90417WEATHER HOOD THRESHOLD, ADA COMPLIANTMETAL SILL PANSHOP FINISHED ALUM.TOP RAIL, DIMENSIONS AS SELECTED BY ARCHITECT PER STANDARD MFR.'S PROFILESSHOP FINISHED ALUM.POSTS, 48" MAX. SPACING VERT. ALUM. PICKETS, MAX. 4" SPACING OR AS REQUIRED BY MFR. FACE PLATE ATTACHMENT1' - 4"7"8"3' - 6"MAX4"MAX4"DRIP FLASHINGEXTEND DECK COATING 8" MIN. UP SIDEWALL LOCATIONSTOPPINGDRIP EDGE FLASHINGF.C. SOFFIT BOARDRIM PER STRUCTURAL5/4x12 NOM. FIBER CEMENT FASCIAFACE MOUNT. ALUM. RAILINGALUM VERT. PICKETS, LESS THAN 4" GAPSHEATHING PER STRUC.LAG SCREWS, TYP.1 1/2" GYPCRETE3/4" T&G FLOOR SHEATHING PER STRUCT.WD. I-JOIST, SIZE & SPACING PER STRUCT.(2 LAYERS) 5/8" TYPE 'X' GYPSUM WALLBOARDRC-1 RESILIENT CHANNEL AT 16" O.C.FINISH FLOOR PER PLAN. PROVIDE ACOUSTIC MAT UNDERLAYMENT AT HARD FINISHED FLOOR SURFACES3-1/2" MIN. UNFACED ACOUSTIC BATT INSULATION 1/2" OSB SHEATHING PER STRUCTURALACCOUSTICAL BATT INSULATION5/8" GWB TYPE 'X'2x6 WOOD FRAMINGSPACING PER STRUCTURAL5/8" GWB TYPE 'X'2x4 WOOD FRAMINGSPACING PER STRUCTURALBLOCKING PER STRUCTURALBLDG DRAFTSTOPASSEMBLY PER STRUCT.FLOOR/CEILINGUNITUNITPER PLANWALL ASSEMBLYMINERAL WOOL FIRESTOP, INSTALLED PER IBC 715.2UNITUNITCONTINUOUS BEAD OF ACOUSTICAL SEALANT UNDERNEATH TAPED JOINTCONTINUOUS BEAD OF ACOUSTICAL SEALANT UNDERNEATH TAPED JOINTPERF. FOOTING DRAIN &FREE DRAINING FILL WRAPPEDWITH FILTER FABRICFOOTING AND STEMWALL PER STRUCTURAL SELF ADHERING MEMBRANE OVER JOINTP.T. SILL PLATECLADDING PER ELEVATIONSWEATHER BARRIER, LAP OVER S.A.M.INSECT SCREENCOMPATIBLE SEALANTCONCRETE ENTRY SLAB/PATIO10 MIL. POLY VAPOR BARRIER O/ CRUSHED ROCK SUBGRADE R-10 INSULATION FOR 2'-0" PERIMETER UNDER SLABANCHOR BOLT PER STRUCTURAL2' - 0"PRESTRIP BETWEEN WALL SHEATHING AND TREATED DECK RIM WITH S.A.M., LAP O/ WRB BELOWVENTED FIBER CEMENT SOFFIT BOARDP.T. WOOD TAPER CUT JOISTDRIP FLASHINGEXTEND DECK COATING 8" MIN. UP SIDEWALL LOCATIONSTOPPING SLABPERF. FOOTING DRAIN &FREE DRAINING FILL WRAPPEDWITH FILTER FABRIC10 MIL. POLY VAPOR BARRIER O/ CRUSHED ROCK SUBGRADE R-10 INSULATION FOR 2'-0" PERIMETER UNDER SLABFOOTING AND STEMWALL PER STRUCTURAL ANCHOR BOLT PER STRUCTURALSELF ADHERING MEMBRANE OVER JOINTP.T. SILL PLATECLADDING PER ELEVATIONSWEATHER BARRIER, LAP OVER S.A.M.6" MININSECT SCREENCOMPATIBLE SEALANT2' - 0"1 1/2" DIA. STEEL HANDRAIL,1 1/2" CLEAR FROM WALL.SHOP FABRICATE AND PRIME,FIELD PAINT 'PT-5' PER INTERIOR FINISH SCHEDULE34" ABOVE TREAD NOSINGSTEEL HANDRAIL RETURNSTO WALL FOR TERMINATION.MIN. 12"STAIR NOSING.PLAN VIEWSECTION VIEWSEE A610 & A611 FOR LENGTH2X6 BLOCKING1 1/2" DIA. HANDRAIL, TYP.11"1' - 0"34" - 38"34" - 38"HANDRAIL SUPPORTS AT EVERY OTHER STUD, 32" O.C. RETURN HANDRAIL TO WALL, TYP.STAIR LANDINGFLOOR LANDING10_ A905SimTRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:55:22 PM_ A905TMj12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsCONSTRUCTIONDETAILSRevision Schedule# DESCRIPTION DATE1 1/2" = 1'-0"A A602_ A9057Drafting LANDING, DOOR CONNECTION1 1/2" = 1'-0"A A603 _ A905242" FACE MOUNT RAILING1 1/2" = 1'-0"B A603 _ A9058drafting DECK/FLOOR CONNECTION3" = 1'-0"A A605 _ A9053DECK RAILING DETAIL3" = 1'-0"_ A9056FLOOR/CEILING AT PARTY WALL1 1/2" = 1'-0"A A601 _ A9051TYP. FOOTING @ CONCRETE ENTRY SLAB3" = 1'-0"A A602 _ A9054WALL TO COATED DECK1 1/2" = 1'-0"A A601 _ A9055TYP. SPREAD FOOTING3" = 1'-0"_ A905 _ A90510STAIR - HANDRAIL CROSS SECTION1" = 1'-0"_ A9059STAIR - HANDRAIL & RETURNS DIAGRAM ALIGNPRE-FINISHED GUARD & HANDRAIL SYSTEMMECHANICALLY FASTENED TO STRINGERPRECAST CONC ONE-PIECE TREAD w/ CLOSED RISERWOOD STRINGER PER STRUCTSEALANT & BACKER ROD, TYP4" MAXSEE 2/A920FOR SIMILAR NOTESMETAL OR PLASTIC TUB DRAIN AND VENT PIPESFIRE SEALANT AROUND PERIMETER OF WRAP STRIP. (1/4" MIN. - 1/2" MAX. ANNULAR SPACE_WRAP STRIP. ENCIRCLE PER MANUFACTURERNON-METALLIC DRAIN OR VENT PIPE(2) 5/8" TYPE 'X' LAYERS GWB (SECURE W/ WALL BOARD SCREWS)NOTE: VERIFY DETAIL WITH SELECTED FIRESTOPPING MANUFACTURER1-HR FLOOR - - SEE DETAILS FOR ASSEMBLYMIN. ALL SIDES2"SHOP FINISHED ALUM.TOP RAIL, DIMENSIONS AS SELECTED BY ARCHITECT PER STANDARD MFR.'S PROFILESSHOP FINISHED ALUM.POSTS, MAX. SPACING PER MFRBASEPLATE ATTACHMENTSKATE STOPS AT APPROX. 3' SPACING(BARRETT ROBINSON HRFLAT OR SIM.)WALL ASSEMBLY PER PLANS & SECTIONSPRECAST CONC ONE-PIECE TREAD w/ CLOSED RISERWOOD STRINGER PER STRUCTNON-CORROSIVE THREADED INSERTS WITH 3/8" DIA BOLTS w/ FLAT WASHER & LOCK WASHER BY MFRGALV 11 GA ANGLE BY MFRSEALANT & BACKER ROD, TYP1/8"-3/16" CLEARANCE1"1' - 1" R.O.FIRE EXTINGUISHERCABINET, CONFIRM RECESS DEPTH W/ MFR.1 HR. ASSEMBLY BASED ON G.A. FILE WP36405/8" TYPE 'X' GWB EA. SIDE OF 2X4 STUDS-BATT INSULATION IN CAVITY(GWB IN CAVITY NOT REQ'D IF CABINET IS RATED)RECESSED FIRE EXTINGUISHER CABINETS(PLAN DETAIL)VFY. W/ MFR. PRIOR TO FRAMING5/8" TYPE 'X' GWB ALL SIDES OF OPENING4" MAX.3/4"11 1/2" F.O.3/4"FOAM IN PLACE INSUL.BLOCKING @ 6"EA. SIDE OF PIPETYP. FLR./CLG. ASSEMBLY(2) LAYERS OF 3" BATT INSUL.SEALANT & BACKER ROD, TYPPRECAST CONC ONE-PIECE TREAD w/ CLOSED RISERDIM PTDIM PTWOOD STRINGER BEYOND, PER STRUCTNON-CORROSIVE THREADED INSERTS WITH 3/8" DIA BOLTS w/ FLAT WASHER & LOCK WASHER BY MFRGALV 11 GA ANGLE BY MFRTWO PART NOSING, TYPDIM PTDIM PT6"7"& SECTIONSRISE PER PLANS1 1/8"1' - 0"SEALANT & BACKER ROD, TYPSEALANT & BACKER ROD, TYPPRECAST CONC ONE-PIECE TREAD w/ CLOSED RISERDIM PTDIM PTMTL ANGLE BY MFR2"WOOD STRINGER BEYOND, PER STRUCTNON-CORROSIVE THREADED INSERTS WITH 3/8" DIA BOLTS w/ FLAT WASHER & LOCK WASHER BY MFRPRE-CAST CONC STARTER NOSINGWOOD CARRIAGE BEAM PER STRUCTGALV 11 GA. ANGLELAG SCREW BY MFR6"7"1 1/8"1' - 0"& SECTIONSRISE PER PLANSSEALANT & BACKER ROD, TYPTWO PART NOSING, TYP3"2% SLOPEPRECAST CONC ONE-PIECE TREAD w/ CLOSED RISERSTAIR RUN BEYONDWOOD STRINGER BEYOND. SEE STRUC DWGSWOOD CARRIAGE BEAM. SEE STRUC DWGSSEALANT & BACKER ROD, TYPCONTINUOUS SEALANT & BACKER ROD AT BEAMS TO MAINTAIN 1-HR RATING, TYP1-HR WALL-- SEE DETAILS FOR ASSEMBLYW.C. FLANGE1-HR FLOOR-- SEE DETAILS FORASSEMBLYNON-METALLIC DRAIN ORVENT PIPE2X PLATES (FURR WALL AS REQUIRED TO FIT WRAP STRIP)WRAP STRIP & S.S. HOSECLAMP. INSTALL PER MANUF.1-HR WALL-- SEE DETAILS FORASSEMBLYNOTE: VERIFY DETAIL WITHSELECTED FIRESTOPPING MANUF.2' - 0"37°3"2' - 9"2' - 0"3' - 6"2' - 0"37°4' - 2"3' - 9 1/4"4 3/4"37°4 3/4"3"5129123"4 3/4"5 1/2"1 1/2"3 1/2"3 1/2"1 1/2"1 1/2"4 1/2"FLAT SLOPE5:12 SLOPE 9:12 SLOPEEND VIEW(FLAT SLOPE)5 1/2"SIDE VIEWEND VIEW1' - 8 3/8"2"20°2"2"2"11 3/8"6' - 10 5/8"11 1/4"11 1/4"5 1/2"1 1 /2 "1 1/2"6x6 WOOD BRACKET2x12 WOOD BASE2x12 WOOD BASE1' - 4 3/8"8"RECESSED LAG SCREW W/ WASHER, TYP.BLOCKINGBRACKETLAG SCREWWRB BEHINDBRACKETCAULKINGTRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:55:30 PM_ A906TMj12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsCONSTRUCTIONDETAILSRevision Schedule# DESCRIPTION DATE3" = 1'-0"_ A9061STAIR GUARD AT STRINGER1 1/2" = 1'-0"_ A90615FIRESTOPPING @ TUB OR SHOWER DRAIN1 1/2" = 1'-0"A A201 _ A9062018" CANE STOP RAILING3" = 1'-0"_ A9062PRECAST STAIR AT STRINGER1 1/2" = 1'-0"A A201 _ A9068FIRE EXT. CABINET, SEMI-RECESSED1 1/2" = 1'-0"_ A90619FIRESTOPPING @ TOILET3" = 1'-0"A A605 _ A9066PRECAST STAIR TREAD3" = 1'-0"A A602 _ A90616STAIR TOP AT PRECAST3" = 1'-0"A A602 _ A90618STAIR LANDING AT PRECAST1 1/2" = 1'-0"_ A90614FIRESTOPPING @ WC3/4" = 1'-0"A A501 _ A9063BRACKET DETAIL3/4" = 1'-0"C A501 _ A9065BRACKET DETAIL 21 1/2" = 1'-0"_ A9069BRACKET CONNECTION 6"1' - 8"3' - 0"6"VALLEY METAL 18" WIDE MIN METAL FLASHINGSLEEVEMIN. 4" UPSLOPEMIN. 4"DOWNSLOPEFLOOR / CEILING ASSEMBLY PER ASSEMBLY SCHEDULECEILING MEMBRANE CONTINUOUS ACROSS ALL DROPPED SOFFITSSHEET METAL EXHAUST DUCTS, SIZE & LOCATION PER MECHANICAL1/2" GWBCEILING HEIGHT AS INDICATED ON REFLECTED CEILING PLANS1"CERTAIN-TEED RIDGE VENT -12" FILTER PROVIDES 18 SQ. IN. NFVA PER LINEAR FOOTPLYWD SHEATHINGPER STRUCTURALCOMPOSITION SHINGLES O/ROOFING FELTSTOP SHEATHING 1" SHORTOF RIDGE, TYP. BOTH SIDES2X TRUSS TIE OR ALT.APPROVED MEANSOF BLOCKINGMIN.9"NOTES:1. GWB/PLYWD DRAFT SEPARATION MEMBRANE AND 1X4 DOOR FRAME NOT SHOWN FOR CLARITY.2. DETAIL OCCURS AT DRAFTSTOP LOCATIONS ONLY. DO NOT INSTALL AT AREA SEPARATION WALLS.FLAT 2 X 4 FRAMING BETWEEN TRUSS WEBS3/4" PLYWOOD DOOR(MIN. 24" W X 30" H) W/SELF CLOSING SPRING HINGES & AUTOMATIC LATCH POSITION. DOOR TO OPEN 100 DEG. MIN.PROVIDE SMOKE GASKETAT CONTACT WITH FRAMINGPLASTIC SIGN:"DO NOT BLOCK DOOR OPEN"IN 5/8" LETTERSPLYWOOD PLATFORM4'X4' EACH SIDE OF DOORFINISHED GRADECONCRETE FOOTING5'-0"OR PER MFR.LIGHT POLEANCHOR BOLT WITHLEVELLING NUT, PROVIDED BY OR SIZEPER LIGHT POLE MFR.DECORATIVE BASE COVER BYLIGHT POLE MFR.MIN. 1/2" DRY PACK.2' - 6"C.I.P. CONCRETE POLE BASE(6) #6 VERT. BARS W/#3 TIES @ 12" O.C.(3) #3 TIES IN TOP 5"ALT: PRECAST POLE BASE MEETING OR EXCEEDING THEDIMENSIONAL AND PERFORMANCEREQUIREMENTS OF CIP BASE. C.I.P. CONC. SLAB ON GRADEPREPARED SUBGRADE PER GEOTECHPENETRANT .POLY VAPOR RETARDERCONTINUOUS ADEKA ULTRA SEAL WATERSTOPPING, TYP.22" x 30" MIN. FINISHED OPENING2' - 0" O.C.1' - 10"GWB CEILING PER PLANSLOOSE FILL OR BATT INSULATIONCASING TRIM1/4" MDF TRIM, PAINTEDROOF TRUSSESINSULATION DAMPERIMETER WEATHERSTRIPPINGFINISHED GWB O/PLYWOOD OR OSB BACKING, BATT OR RIGID INSULATION TO MATCH CEILINGINSULATION R-VALUELOCATION TO PROVIDE 30 MIN. VERTICAL UNOBSTRUCTED CLEARANCE UNITUNITMINERAL WOOL FIRESTOP, INSTALLED PER IBC 715.2CONTINUOUS BEAD OF ACOUSTICAL SEALANT UNDERNEATH TAPED JOINTCONTINUOUS NAILER2x BLOCKINGSEE STRUC DWGSPER PLAN & SECTIONWALL ASSEMBLYPRE-MANUF TRUSSESSEE STRUC DWGSEXTEND PLYWOOD TO UNDERSIDE OF ROOF SHTG FOR DRAFTSTOPPING WHERE INDICATED ON OCCUPANCY DIAGRAMSUNITUNITMINERAL WOOL FIRESTOP, INSTALLED PER IBC 715.2CONTINUOUS BEAD OF ACOUSTICAL SEALANT UNDERNEATH TAPED JOINTTRUSS BLOCKING PER STRUCTURALPER PLAN & SECTIONWALL ASSEMBLYPRE-MANUF TRUSSESSEE STRUC DWGSSEISMIC STRAPPING:PROVIDE 3/4" X 22 GAUGEMETAL STRAPPING WITH 1/4" x 3" CASE SCREWS INTOSTUDS OR SOLID BLOCKING.LOCATE WITHIN THE UPPER 1/3 &LOWER 1/3 OF THE VERTICALDIMENSION.THE LOWER STRAP SHALL BE NOT LESS THAN 4" ABOVE ANY CONTROLS. ELECTRIC WATER HEATER. INSTALL PER MANUFACTURER'SRECOMMENDATIONSCORROSION RESISTANTWATER-TIGHT PAN3/4" MIN. DRAINLINE,ROUTE TO BUILDING EXTERIOR, SLOPE LINE1/8" PER FT. MIN.THERMAL EXPANSION TANKMAINTAIN REQ'D OVERHEADCLEARANCE PER MFR'SRECOMMENDATIONSTENSIONING BRACKETHOT WATER OUTLET TO FIXTURES, INSULATE PER ENERGY CODE REQUIREMENTSTEMPERATURE/PRESSURE RELIEF VALVE & DISCHARGE LINE, ROUTE TO BUILDING EXTERIOR, SLOPE LINE 1/8" PER FT. MIN.WATER HEATERS IN UNCONDITIONED LOCATIONS SHALL BE PLACED ON INCOMPRESSIBLE INSULATION, R-10 MIN.INSULATION BAFFLES ATBIRD BLOCKINGPROVIDE VENTING AT ALLTRUSS BLOCKINGCONT. METAL FLASHINGW/ DRIP EDGE5" WIDE CONT. METAL GUTTERMETAL FERRULES 36" OC MAX1x8 FASCIA BOARDFIBER CEMENT CLADDINGPER ELEVATIONSWEATHER BARRIERWALL ASSEMBLY PERPLANS AND SCHEDULESDROPPED GWBCEILING PER RCPROOF PER PLANS AND ASSEMBLY SCHEDULE2x OUTRIGGERS, CONNECTIONSAND SPACING PER STRUCTURALRAKE EDGE FLASHINGBRACING PERSTRUCTURALBUILT-UP FASCIAPER ELEVATIONSFIBER CEMENTCLADDING PERELEVATIONS,NOTCHED ATOUTRIGERSCONT. WEATHERBARRIERGABLE END TRUSS PERSTRUCTURAL, NOTCHEDFOR OUTRIGGERSWALL ASSEMBLY PER PLANSAND SCHEDULEFIRE-RATED WALL CONSTRUCTIONGYPSUM WALLBOARD REQUIRED BY RATED WALL ASSEMBLY TO RUN UNINTERRUPTED BEHIND ALL ADJACENT FIBERGLASS TUB & SHOWER ENCLOSURESFIBERGLASS TUB OR SHOWER ENCLOSURESECURE NAILING FLANGE PER MANUFACTURER'S RECOMMENDATIONSNON-RATED FINISH LAYERGYPSUM WALL BOARD, SHIM AS NECESSARYCC1' - 9"R02FIBER CEMENT SOFFIT BOARD OVER 1-HOUR RATED ROOF-CEILING ASSEMBLY PERG.A. FILE RC2609, REFER TO FIRE RESISTANT CONSTRUCTION SHEETCAP FLASHINGWRB WRAP OVER TOP OF WALLCOUNTER FLASHINGASPHALT SHINGLEO/ ROOFING UNDERLAYMENTROOF TRUSSESBEAM PER STRUCTURALBEAM PER STRUCTURALF04VENTED BLOCKING,(3) 2" HOLES WITHINSECT SCREENROOF-TO-WALL VENT (COR-A-VENT OR SIM.), INSTALL PER MFR. RECOMMENDATIONSGRIDTRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-CENTRAL_todds@wattenbarger.com.rvtAs indicated12/17/2021 3:55:38 PM_ A907TMj12/17/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsCONSTRUCTIONDETAILSRevision Schedule# DESCRIPTION DATE1" = 1'-0"_ A9074VALLEY FLASHING1 1/2" = 1'-0"_ A9073PLUMBING VENT AT PITCHED ROOF1 1/2" = 1'-0"_ A90719TYP. UNIT SOFFIT3" = 1'-0"A A204 _ A9075RIDGE VENT1/2" = 1'-0"_ A9077DRAFTSTOP DOOR3/4" = 1'-0"_ A90717LIGHT POLE BASE3" = 1'-0"_ A90718HORIZONTAL WATER STOPPING PENETRATION1" = 1'-0"_ A90720CEILING - ATTIC ACCESS PANEL1 1/2" = 1'-0"_ A9071DEMISING WALL AT ROOF - DRAFTSTOPPING1 1/2" = 1'-0"_ A9076DEMISING WALL AT ROOF1" = 1'-0"_ A9072WATER HEATER REQUIREMENT1 1/2" = 1'-0"A A204 _ A90712TYP. ROOF EAVE1 1/2" = 1'-0"A A204 _ A90713TYP. ROOF RAKE3" = 1'-0"_ A90716TUB/SHOWER AT RATED PARTY WALL1" = 1'-0"A A602 _ A90715ROOF @ STAIR GENERAL STRUCTURAL NOTES:Live Loads (in accordance with IBC Table 1607.1)Occupancy or UseUniform LiveLoadConcentratedLive LoadNotesFloor, Residential40-psf-Balconies & Decks60-psf-1.5 x Occupancy LoadUninhabitable attic, with storage20-psf-Concurrent with Snow LoadsUnihabitable attic, without storage10-psf-Non-concurrent with Snow LoadsHandrails and Guards-200-lbsAny point, any direction (ASCE 7-16, Section 4.5.1)Wind Design DataASCE 7-16, Chapter 28: Simplified Envelope ProcedureBasic Design Wind Speed (3-sec gust), V100 mphRisk CatagoryIIWind ExposureBInternal Pressure CoefficientN/AExterior Components and Cladding25-psfTopographical Factor, Kzt1.00Seismic Design DataASCE 7-16, Section 12.8: Equivalent Lateral Force ProcedureRisk CatagoryIISeismic Importance Factor, Ie1.0Mapped Spect. Accel., Short Period, SSMapped Spect. Accel., 1-Sec, S11.2790.461Site ClassDSpectral Response Coeff., Short Period, SDSSpectral Response Coeff., 1-Sec, SD10.8520.570Seismic Design CatagoryDBasic Seismic-Force-Resistance SystemPly. Shear WallsResponse Modification Factor, R6.5Seismic Response Coefficient, CS0.14Design Base Shear, V0.14 x WeightSnow Loads(ASCE 7-16, Chapter 7)Ground Snow Load, Pg25-psfFlat Roof Snow Load, Pf = 0.7 Ce Ct Is Pg* Snow Exposure Factor, Ce* Snow Load Importance Factor, Is* Thermal Factor, Ct1.01.01.225-psfDo not adjust for slope or drift unless noted on the Drawings.See Drawings for Additional Loading Criteria.Geotechnical PropertiesSoil Site ClassDAllowable Soil Bearing Pressure3000-psfType or Location of Concrete Construction(Moderate Exposure)Min. 28-Day Compressive Strength, f'cInterior Slabs-on-Grade2500-psiFootings, Basement Walls, Foundation/Stem Walls3000-psi11 Specified compressive strength (f'c) specifications address serviceability requirements. Design strength of concrete is 2500-psi, therefore, strength tests are not required. Provided concrete mix tickets verifying strength specifications.Bar SizeSteel Grade#5 bar and largerGrade 60, fy = 60,000-psi#4 bar and smallerGrade 40, fy = 40,000-psiWelded Wire Fabric shall conform to ASTM A1064/A1064M-18aConditionClear CoverFootings and Unformed Surfaces cast against and permanently exposed to Earth3"Formed Surfaces exposed to Earth or Weather (#6 bars or larger)2"Formed Surfaces exposed to Earth or Weather (#5 bars or smaller)112"Slabs and Walls, interior face (#11 bars and smaller)34"Column Ties or Spirals and Beam Stirrups112"Member UseSizeSpeciesGradeStuds2x, 3xHem-Fir or SPFSTUDJoists/Rafters2x, 3xHem-FirNo. 2Plates/Misc.2x, 3xHem-FirNo. 2Beams4xDouglas Fir-LarchNo. 2Posts4xDouglas Fir-LarchNo. 2Timber, Beams6x & LargerDouglas Fir-LarchNo. 2Timber, Posts6x & LargerDouglas Fir-LarchNo. 2Member UseCombinationSpeciesFbx+Fbx-Fc┴xFvxExBeams24F-V4DF/DF2400-psi1850-psi650-psi265-psi1800-ksiCamber all glulam beams to 3,500' radius, unless otherwise noted. Glued laminated members exposed toweather or moisture shall be treated with an approved preservative.Member UseProductFbFc┴FvEBeams1.55E Laminated Strand Lumber (LSL)2325-psi800-psi310-psi1550-ksiBeams2.0E Laminated Veneer Lumber (LVL)2600-psi750-psi285-psi2000-ksiBeams2.0E Parallel Strand Lumber (PSL)2900-psi750-psi290-psi2000-ksiRim BoardsLaminated Strand Lumber (LSL)1700-psi680-psi400-psi1300-ksiRoof Truss Design LoadingMemberUniform LoadTop Chord Snow Load25-psfTop Chord Wind Load (Uplift)15-psfTop Chord Dead Load7-psfBottom Chord Live Load10-psfBottom Chord Dead Load5-psfFloor Truss Design LoadingMemberUniform LoadTop Chord Live Load40-psfTop Chord Dead Load10-psfBottom Chord Dead Load5-psfDowel Type FastenerGradeRequirements at Exterior Use orwhen in Contact w/ Treated LumberInstallationBoltsASTM A307ASTM B 695, Class 55 Galvanizedor Stainless SteelANSI/AWC NDS-2018 Section 12.1.3Hole = Bolt Ø + (1/32" to 1/16")Washer @ Bolt Head and @ NutAll-Thread/Threaded RodASTM F1554ASTM B 695, Class 55 Galvanizedor Stainless SteelANSI/AWC NDS-2018 Section 12.1.3Hole = Rod Ø + (1/32" to 1/16")Washer @ Each NutLag ScrewsASTM A307ASTM A 153 Galvanizedor Stainless SteelANSI/AWC NDS-2018 Section 12.1.4Lead Hole = 0.5 x Shank Ø; Shank Hole = Shank ØWasher @ Lag HeadWood ScrewsASTM A 153 Galvanizedor Stainless SteelANSI/AWC NDS-2018 Section 12.1.5Pilot Hole = 0.75 x Root Ø (Unless Self-Boring)NailsASTM F1667ASTM A 153 Galvanizedor Stainless SteelANSI/AWC NDS-2018 Section 12.1.6Avoid Overdriving or Underdriving; Avoid Wood SplittingToenails 30°, 1/3 Nail Length from JointNails specified on the drawings shall be as follows:Nail UsePennyWeightGradeFraming Nails12d Box0.131"Ø x 314"Sheathing Nails8d Common0.131"Ø x 212"CRITERIA:1.1All Materials, workmanship, design, and construction shall conform to the drawings, specifications, and the International Building Code (IBC), 2018 Edition.1.2Design Loading CriteriaThe Design Loading of the Structure is as follows:1.3Structural Drawings shall be used in conjunction with all other project documents for bidding and construction. Contractor shall verify dimensions andconditions for compatibility and shall notify architect of all discrepancies prior to construction.1.4Contractor shall provide Temporary Bracing for the structure and structural components until all final connections have been completed in accordance withthe drawings.1.5Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform the work.1.6Contractor-initiated changes shall be submitted in writing to the Architect and Structural Engineer for approval prior to fabrication or construction. Changesshown on shop drawings only will not satisfy this requirement.1.7Drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar character to details shown,similar details of construction shall be used, subject to review and approval by the Architect and the Structural Engineer.1.8All structural systems composed of components to be field erected shall be supervised by the Supplier during manufacturing, delivery, handling, storage anderection in accordance with instructions prepared by the Supplier.GEOTECHNICAL:2.1Allowable Soil Pressure, Lateral Earth Pressure, and Soil Profile Type are based on the provided Geotechnical Report. If soils are found to be other thanassumed, notify the Structural Engineer for possible foundation redesign. Footings shall bear on firm, undisturbed earth at least 18" below adjacent finishedgrade. Unless otherwise noted, footings shall be centered below columns or walls above. Backfill behind all retaining walls with free draining, granular fill andprovide for subsurface drainage.Soils Report Reference: Proposed Multi-Family Residential Development by Resources, dated June 10, 2019.Project Number: 64303100500.CONCRETE:3.1Concrete shall be mixed, proportioned, conveyed and placed in accordance with IBC Chapter 19 and ACI 318-14. Mix shall be proportioned to produce aslump of 5" or less. All concrete with surfaces exposed to standing water shall be air-entrained with an air-content conforming to ACI 318-14 Table 19.3.3.1.Concrete Strength, based on IBC Section 1904.1, shall be as follows:3.2Reinforcing Steel shall conform to ASTM A615/A615M-18e1 and the following:3.3Reinforcing Steel shall be detailed (including hooks and bends) in accordance with ACI 318-14. Lap all continuous reinforcement (#5 and smaller) 2'-0"minimum. Laps of larger bars (#6 and #7) shall be 3'-0", min. Provide corner bars at all wall and footing intersections and lap 2'-0" minimum. Lap adjacentmats of welded wire fabric a minimum of 8" at sides and ends.No bars partially embedded in hardened concrete shall be field bent unless otherwise noted on the drawings or approved by the structural engineer.3.4Concrete Protection (cover) for Reinforcing Steel shall be as follows:WOOD:6.1Framing Lumber shall be kiln dried or MC-19, and graded and marked in conformance with WCLB Standard Grading Rules for West Coast Lumber No. 17.Unless otherwise noted, furnish to the following minimum standards:6.2Glued Laminated Members shall be fabricated in conformance with ASTM and AITC Standards. Each member shall bear an AITC Identification Mark andshall be accompanied by an AITC certificate of conformance. Furnish to the following minimum standards:6.3Engineered Wood shown on the drawings are based on product manufactured by Weyerhaeuser in accordance with ICC Report No. ES ESR-1387.Alternate manufacturers may be used subject to review and approval by the Architect and Structural Engineer. All hangers and other hardware not shownshall be designed and supplied by the Joist Manufacturer. Each piece shall bear a stamp or stamps noting the name and plant number of the manufacturer,the grade, the ICC report number, and the quality control agency. Furnish to the following minimum standards:6.4Engineered Wood I-Joists shown on the drawings are based on joists manufactured by Weyerhaeuser in accordance with ICC Report No. ES ESR-1153.Alternate Engineered Wood I-Joists manufacturers may be used subject to review and approval by the Architect and Structural Engineer.6.5Prefabricated Connector Plate Wood Trusses shall be designed by the manufacturer in accordance with TPI 1-2014 for the spans and conditions shown onthe drawings. Wood trusses shall utilize approved connector plates (MITEK, ITW or other approved Truss Plate Manufacturer).Unless otherwise noted, loading shall be as follows:Submit shop drawings and design calculations prior to fabrication. Submitted documents shall bear the stamp and signature of a registered ProfessionalEngineer, State of Washington. Truss design drawings shall include, at a minimum, the following:A.Slope or Depth, Span and SpacingB.Location of all Joints and Support LocationsC.Number of Plies if greater than oneD.Required Bearing WidthsE.Design Loads and Locations: Include Top and Bottom Chord Live and Dead Loads, Girder Loads, and Environmental Loads (Seismic, Wind, Snow, etc.)F.Other Lateral Loads, including Drag Strut LoadsG.Adjustments to Wood and Metal Connector Plate Design Value for Conditions of UseH.Maximum Reaction Force and Direction (including Maximum Uplift)I.Metal-Connector-Plate Type, Size, Thickness, and LocationJ.Size Species and Grade for each MemberK.Truss-to-Truss Connections and Truss Field Assembly RequirementsL.Calculated Span-to-Deflection Ratio and maximum Vertical and Horizontal Deflection for Live and Total LoadsM.Maximum Axial Tension and Compression Forces in each Truss MemberN.Required Permanent Individual Truss Member Restraint Location and the Method and Details of Restraint Bracing to be usedO.Placement Layout including Bearing Points, Intersections, Hips, Valleys, etc.P.Truss-to-Truss and Truss-to-Beam Connection Details and Hardware6.6Roof, Floor & Wall Sheathing shall be APA Rated, Exterior or Exposure 1 Plywood or OSB manufactured under the provisions of Voluntary ProductStandards DOC PS-1 or DOC PS-2, or APA PRP-108 Performance Standards and Policies for Structural Use Panels. See Drawings for thickness, spanrating, and nailing requirements. Unless otherwise noted, wall sheathing shall be ½" (nominal) with Span Rating of 24/0. Glue floor sheathing to allsupporting members with adhesive conforming to APA Specification AFG-01.6.7Wood members shall be protected against decay and termites in accordance with IBC Section 2304.12. Where required, members shall be naturally durablespecies or shall be treated with waterborne preservatives wood in accordance with American Wood Protection Association specification AWPA U1. Membersshall be clearly labeled. Modifed treated members (ripped or end cut) shall be field treated in accordance with specification AWPA M4.6.8Timber Connectors and Proprietary Fasteners shall be "Strong-Tie" by Simpson Company, as specified in their current catalog. Provide number and size offasteners as specified by manufacturer. Connectors shall be installed in accordance with the manufacturer's instructions. Where connector straps connecttwo members, center strap on joint and provide number and size of fasteners as specified by manufacturer, with equal number and size of fasteners in eachmember.Alternate hardware manufacturer substitutions, such as USP Connectors, shall be ICC approval for equal or greater load capacities. All joist hangers andother hardware shall be compatible in size with specified framing members. See Hanger Conversion Table for pre-approved substitutions.Timber Connectors and their fasteners shall be protected from corrosion in accordance with manufacturer's recommendations or ASTM A 653, Type G185.6.9Dowel-Type Fasteners (Bolts, Lag Screws, Wood Screws and Nails) shall conform to Sections 11 and 12 of the ANSI/AWC NDS-2018.All Metal Fasteners exposed to weather or in contact with treated wood shall be protected from corrosion according to table above. Nuts and bolts exposedto weather or in contact with treated wood shall be galvanized in accordance with ASTM A153/A153M-16a or Stainless Steel. See above for ProprietaryFastener requirements. Do not substitute standard Dowel-Type Fasteners for Proprietary Fasteners unless specifically allowed.WOOD (Continued):6.10Wood Framing Notes: The following apply unless otherwise noted on the drawings:A.All wood framing details shall be constructed to the minimum standards of the IBC. Nailing not specified on the drawings shall conform to IBC Table2304.10.1 or ICC ES ESR-1539. Coordinate the size and location of all openings with Mechanical and Architectural Drawings.B.Wall Framing: Stud wall size and spacing shall be in accordance with the plan notes. Two studs minimum shall be provided at the ends of all walls, ateach side of all openings, and at the ends of all beams and headers. All stud bearing walls on wood framing shall have their lower wood plates attachedto framing or concrete below per P1-6 of the shear wall schedule.C.Individual members of Built-Up stud posts shall be nailed to each other with framing nails @ 12"oc, staggered. Individual members of Built-Up joistbeams shall be nailed to each other with framing nails @ 12"oc, staggered.D.Solid blocking for wood columns shall be provided through floors to supports below.E.Floor and Roof Framing: Provide solid blocking at all bearing points. Toenail joists to supports with two framing nails. Attach timber joists to flushheaders or beams with metal joist hangers in accordance with notes above.F.Roof and floor sheathing shall be laid up with grain perpendicular to supports and nailed per plan notes. Allow 1/8" spacing at all panel edges and endsof floor and roof sheathing. Provide approved panel edge clips centered between joists/trusses at unblocked roof sheathing edges. All floor sheathingedges shall have approved tongue-and-groove joints. Toenail blocking to supports with framing nails @ 12"oc. At blocked floor and roof diaphragms,provide flat 2x blocking at all unframed panel edges and nail with edge nailing specified.QUALITY ASSURANCE:7.1Special Inspection is not required. Special Inspection shall be in accordance with IBC Section 1704.2. Standard inspections shall be in accordance with IBCSection 110.7.2Structural Observation in accordance with IBC Section 1704.6 is not required.GENERAL STRUCTURAL NOTESDATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS 17021 103RD AVE SE YELM WA, 98597 Nisqually Landing Apartments Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORER E ENIGN 11/12/202111/12/202111/12/2021PERMIT SET11/12/2021BS101\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\BLDG B\DETAILS.dwg, 11/15/2021 11:37:51 AM, 1:1 ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S601BEARING OR SHEAR WALL ABOVEFOUNDATION WALL AND FOOTINGSLAB-ON-GRADE PER PLAN NOTE 1XXSX.XFOOTING CALL-OUT SEE 2/S602P1-XLEGENDDETAIL CALL-OUTFOUNDATION PLAN NOTES:1.Slab-on-grade shall be 4" thick, u.o.n. Slab shall be poured over vapor barrier placed over free-draininggranular fill per Geotechnical Report. One or more of the following should be considered (but are notrequired) to control slab cracking:·Fibrous Admixture·6x6 W1.4xW1.4 WWM at center·Control JointsSee Architectural Drawings for slab depression and slope requirements.2.Provide Construction/Control Joint in Slab per Architectural Drawings. Areas shall be approximatelysquare and 400-sf or less.3.Bottom of Footings shall be set on competent, properly compacted Bearing Soil below Frost Depth.5.Anchor Bolts for Exterior Stud Walls shall be in accordance with P1-6 of the Shear Wall Schedule of1/S601, u.o.n.xx10428161/4"=1'-0"STEP STEM WALLSWHOLD DOWN SCHEDULEPLANCALLOUTSIMPSONHOLDOWNTYPEBOLTDIAMETER /SIMPSON A.B.DETAILREFERENCE/NOTES1CS16x48"STRAP--14/S601 U.O.N.2(2)CS16x48"STRAPS--14/S601 U.O.N.3(3)CS16x48"STRAPS--14/S601 U.O.N.4NOT USED5VERTICALHTS30--BEAM TO POST6HDU5-SDS2.558"Ø ALL-THREAD(A36)13/S602 U.O.N.7HDU5-SDS2.5SB 58 x 2417/S602 U.O.N.8HDU8-SDS2.5SB 78 x 2417/S602 U.O.N.9HDU11-SDS2.5SB 1 x 3017/S602 U.O.N.B1B2B3B4B5BABBBC2424SLAB-ON-GRADEPER PLAN NOTE 1SLAB-ON-GRADEPATIO8S6028S6028S6028S6023S602SLAB-ON-GRADEPER PLAN NOTE 1P1-4 P1-4 4S6028S6028S6026S6024S6026S6026S6027769TOPOSTP1-27P1-27P1-46S602 6S60277P1-27P1-46S6028 7P1-4 6S602777SLAB-ON-GRADEPER PLAN NOTE 1P1-4 6S60213/S602613/S602666S602P1-289TOPOSTP1-26S6028S6028S602P1-27SLAB-ON-GRADEPER PLAN NOTE 16S6024S602P1-2P1-2P1-6 6S602P1-66S602 P1-68S602MATCHLINE P1-2P1-66S6026S602777 6S6028S6028S6028S6028S6026S6029TOPOSTP1-26S6026S602778S6028S6028S6028S6027SLAB-ON-GRADEPATIO613/S602613/S6029'-812"14'-714"11'-334"812"13'-7"812"13'-812"3'-312"10'-4"10'-412"14'-11"9'-034"4'-934"2'-0"4'-934"24'-0" 2'-6" 6'-13 4"5'-1112"4'-112"5'-714"4'-312"5'-314"2'-9"3'-2"2'-33 4"1'-1034"2'-012"5'-814"3'-1112"4'-5"2'-714"3'-514"434"3'-114"SLAB-ON-GRADEPATIOSLAB-ON-GRADEPATIOP1-2814'-112"4'-934"4'-934"19'-10"12'-134"7'-834"3'-3"6'-3"2'-234"77'-634"24'-0" 7'-714" 17'-6" 5'-0"7(ALIGN W/HD ABV)THICKEN FTGAS REQ'DFOR A.B.THICKEN FTGAS REQ'DFOR A.B.75'-0"1'-6"19'-0" 5'-0"THICKEN FTGAS REQ'DFOR A.B.5'-0"33'-0"13/S60213/S6025'-0"1'-6"1'-6"2'-6"1'-114"3'-4"14'-134"3'-4"9'-134"24'-11"3'-2"14'-312"1'-11"6'-9"8TOPOSTTOPOST5'-0"2'-113 4"3'-712"3S602243'-014"FOUNDATION PLANDATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS 17021 103RD AVE SE YELM WA, 98597 Nisqually Landing Apartments Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORER E ENIGN 11/12/202111/12/202111/12/2021PERMIT SET11/12/2021BS201A\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\BLDG B\S201.dwg, 11/15/2021 11:37:57 AM, 1:1 ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S601BEARING OR SHEAR WALL ABOVEFOUNDATION WALL AND FOOTINGSLAB-ON-GRADE PER PLAN NOTE 1XXSX.XFOOTING CALL-OUT SEE 2/S602P1-XLEGENDDETAIL CALL-OUTFOUNDATION PLAN NOTES:1.Slab-on-grade shall be 4" thick, u.o.n. Slab shall be poured over vapor barrier placed over free-draininggranular fill per Geotechnical Report. One or more of the following should be considered (but are notrequired) to control slab cracking:·Fibrous Admixture·6x6 W1.4xW1.4 WWM at center·Control JointsSee Architectural Drawings for slab depression and slope requirements.2.Provide Construction/Control Joint in Slab per Architectural Drawings. Areas shall be approximatelysquare and 400-sf or less.3.Bottom of Footings shall be set on competent, properly compacted Bearing Soil below Frost Depth.5.Anchor Bolts for Exterior Stud Walls shall be in accordance with P1-6 of the Shear Wall Schedule of1/S601, u.o.n.xx10428161/4"=1'-0"STEP STEM WALLSWHOLD DOWN SCHEDULEPLANCALLOUTSIMPSONHOLDOWNTYPEBOLTDIAMETER /SIMPSON A.B.DETAILREFERENCE/NOTES1CS16x48"STRAP--14/S601 U.O.N.2(2)CS16x48"STRAPS--14/S601 U.O.N.3(3)CS16x48"STRAPS--14/S601 U.O.N.4NOT USED5VERTICALHTS30--BEAM TO POST6HDU5-SDS2.558"Ø ALL-THREAD(A36)13/S602 U.O.N.7HDU5-SDS2.5SB 58 x 2417/S602 U.O.N.8HDU8-SDS2.5SB 78 x 2417/S602 U.O.N.9HDU11-SDS2.5SB 1 x 3017/S602 U.O.N.B5B6B7B8B9BABBBC2424P1-47 7P1-46S602 7P1-46S6027 7P1-4 6S60279TOPOSTP1-2SLAB-ON-GRADEPATIO6S602P1-276S6028S6028S602P1-27SLAB-ON-GRADEPER PLAN NOTE 1SLAB-ON-GRADEPER PLAN NOTE 1SLAB-ON-GRADEPER PLAN NOTE 1SLAB-ON-GRADEPER PLAN NOTE 16S602SLAB-ON-GRADEPATIOSLAB-ON-GRADEPATIO6S6024S6024S6024S6024S602P1-6 P1-2P1-2P1-2P1-4 P1-2MATCHLINE P1-2P1-6 P1-66S6027 6S6029TOPOSTP1-26S60278S6028S6028S6028S6028S6028S6028S6028S6028S6028S6028S602P1-6 6S602P1-6 6S6027776S6028S6026S602779TOPOSTP1-26S602SLAB-ON-GRADEPATIO6S60277776S602666613/S60213/S602613/S602613/S602613/S602613/S60210'-412"10'-412"10'-4"3'-312"13'-812"13'-1112"10'-412"10'-4"3'-312"14'-11"24'-11"3'-2"4'-934"4'-934"2'-0"14'-112"17'-212"2'-0"4'-912"24'-0" 2'-6" 2'-6" 6'-13 4"5'-1112"4'-112"5'-714" 6'-13 4"5'-1112"4'-112"5'-714"8S6028S6022'-634"4'-312"5'-314" 5'-13 4"2'-9"3'-2"2'-33 4"1'-1034"2'-012"2'-714"3'-514"434"2'-312"777112"14'-534"9'-812"3'-4"4"3'-3"1'-114"7'-834"6'-9"9'-034"4'-934"19'-10"12'-134"5'-0"2'-113 4"3'-712"6S60224'-0"19'-0"THICKEN FTGAS REQ'DFOR A.B.THICKEN FTGAS REQ'DFOR A.B.8S602934"5'-0"1'-6"5'-0"1'-6"5'-0"1'-6"17'-6"THICKEN FTGAS REQ'DFOR A.B.5'-0"8S6027'-634"33'-0"13/S60213/S6022'-6" 2'-6"2'-6"1'-114"9'-134"3S6028P1-287'-814"FOUNDATION PLANDATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS 17021 103RD AVE SE YELM WA, 98597 Nisqually Landing Apartments Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORER E ENIGN 11/12/202111/12/202111/12/2021PERMIT SET11/12/2021BS201B\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\BLDG B\S201.dwg, 11/15/2021 11:38:00 AM, 1:1 10428161/4"=1'-0"LEGENDBEARING OR SHEAR WALL BELOWSHEAR WALL BELOW PER SCHEDULE OF 1/S601BEARING OR SHEAR WALL ABOVEDETAIL CALL-OUTPOST BELOWx x x XXSX.XP1-XFLOOR FRAMING PLAN NOTES:1.Floor Sheathing shall be ¾" thick T&G (Panel Span Rating 48/24) with long dimension perpendicular to supports. Glue Sheathingto all Framing Members and Blocking below with adhesive conforming to A.P.A.Specification AFG-01. Fasten Sheathing toFraming with 0.131"Ø x 212" Nails as follows:At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed SheathingPanel Edges. Fasten Sheathing to Framing and Blocking with 0.131"Ø x 212" Nails as follows:See Drawings for other Sheathing Nailing requirements.2.Floor joists shall be size and spacing shown on plan. Joist layout shown is a visual representation and shall be adjusted forpenetrations as required.3.Allowance has been made for 34" Gypcrete topping at unit floors.WALL FRAMING PLAN NOTES:4.Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16"oc, u.o.n.Interior Walls shall be (2) 2x4 Studs @ 16"oc, u.o.n.Where adjacent Shear Walls are in contact, nail studs together per 3/S601. See 1/S601 for special stud requirements at ShearWall types P1-3, P1-2, P2-4, P2-3, and P2-2.5.Headers shall be 4x10 U.O.N. See Detail 18/S601.6.Built-up Stud Groups in Walls supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General StructuralNotes for fastening requirements.Framing, Edges6"ocFraming, Field10"ocBoundaries, Blocking, Struts6"ocPT. LD.BLOCK THRU FLOOR FOR POST ABOVE (MATCH AREA)HEADER PER PLAN NOTE 5HDRFLUSH FRAMED (BOTT. FLUSH W/ BOTT. OF FRAMING)(F)Framing, Edges4"ocFraming, Field10"ocBoundaries, Blocking, Struts4"ocJOIST / BEAM SCHEDULEPLANCALLOUTTYPICAL SPACINGJOIST / BEAM TYPETYPICAL SIMPSONFACE MOUNT HANGERJOISTS DJ1-1616" oc2x10 DF#2LUS28, u.o.n.J1-19.219.2" oc2x12 DF#2LUS210, u.o.n.J1-1616" ocJ1-1212" ocBEAMS 2J1--(2) 2x12 DF#2LUS210-2, u.o.n.B2--4x12 DF#2HU/HUC412 (MAX), u.o.n.B3--512x12 GLBHU/HUC612 (MAX), u.o.n.DB2--4x10 DF#2HU/HUC410 (MAX), u.o.n.DB3--6x10 DF#2HU/HUC610 (MAX), u.o.n.HORIZONTAL / DRAG STRAP SCHEDULEPLANCALLOUTSIMPSONSTRAP TYPEDESCRIPTION1CS16x36"BEAM TO BEAM2(2)CS16x36"BEAM TO BEAM3CS16x36"BEAM TOTOP PLATE4(2)CS16x36"BEAM TOEA. TOP PLATE5HTS30CTRUSS/BEAMTO TOP PLATE6DSC2R/L-SDS3TRUSS/BEAMTO TOP PLATE7DSC5R/L-SDS3TRUSS/BEAMTO TOP PLATE8CS16x36"PLATE TO PLATE9CS16x48"LAP BM 16" ANDATTACH TO FLAT 2x4BLKG BTWN STUDSHOLD DOWN SCHEDULEPLANCALLOUTSIMPSONHOLDOWNTYPEBOLTDIAMETER /SIMPSON A.B.DETAILREFERENCE/NOTES1CS16x48"STRAP--14/S601 U.O.N.2(2)CS16x48"STRAPS--14/S601 U.O.N.3(3)CS16x48"STRAPS--14/S601 U.O.N.4NOT USED5VERTICALHTS30--BEAM TO POST6HDU5-SDS2.558"Ø ALL-THREAD(A36)13/S602 U.O.N.7HDU5-SDS2.5SB 58 x 2417/S602 U.O.N.8HDU8-SDS2.5SB 78 x 2417/S602 U.O.N.9HDU11-SDS2.5SB 1 x 3017/S602 U.O.N.B1B2B3B4B5BABBBCMATCHLINE HDR4x12HDRB2 (F)(2)2x6ADJUST SPACINGAS REQ'D FORPLUMBING, TYP.DB2 (F)6x6SLOPEDDJ1-16J1-12HDR DB3 (F)(2)2x6(2) 2 x 6 HDRHDRADJUST SPACINGAS REQ'D FORPLUMBING, TYP.HDRHDR (2)2x4B2 (F)(3)2x4HDRHDRHDRJ1-16,TYP UNO(2)2x4 (2)2x6 P1-219S60119S601P1-2P1-219S601P1-219S601P1-21(TO RIM)1(TO RIM)6S6037S6037S6037S6032S6032S6031S60314S60313S6034S603HDRHDRWALL SHTG LONG DIMPERP TO STUDS, TYP@ STAIR WALLS7S6036S603P1-4 P1-4 HDRHDRWALL SHTG LONG DIMPERP TO STUDS, TYP@ STAIR WALLSSTAGGERED 2x4 STUDS@ 12" OC (2 ROWS @24" OC) ON 2x6 PLATES@ STAIR WALLS6S6037S603P1-4 P1-4 STAGGERED 2x4 STUDS@ 12" OC (2 ROWS @24" OC) ON 2x6 PLATES@ STAIR WALLSHDR HDRHDRHDRP1-219S60119S6016S603HDRHDRHDRHDRHDRP1-6 7S603P1-67S603B2 (F)2J1 (F)14S60313S603J1-12J1-16,TYP UNO10S603HDR6S603P1-2HDR19S6016S603HDRHDR DB2 (F)(2)2x6(2) 2 x 6 2S6031S603SLOPEDDJ1-161(TO RIM)HDRHDRB2 (F)(2 ) 2 x 6 J1-12J1-16J1-16ADJUST SPACINGAS REQ'D FORPLUMBING, TYP.HDRHDRHDR DB2 (F)(2)2x619S6011(TO RIM)7S6032S6031S603SLOPEDDJ1-164x12HDRHDRP1-219S60119S6017S603HDR (3)2x4HDR J1-16,TYP UNOPOSTABVPOSTABOVEB2 (F)(2 )2x4 P1-4 (21'-0" MIN LENGTH)(2)2x418S60314S603312x12 GLB (F)2x8 BLKG UNDERWALL ABV W/PFD28B EA END2J1-16UNDERWALL ABV2J1-16UNDERWALL ABV2x8 BLKG UNDERWALL ABV W/PFD28B EA ENDB2 (F)PT LD(4)2x4(3)2x411 11111114S60313S6031P1-4 (21'-0" MIN LENGTH)PT LD(3)2x6PT LD(3)2x6PT LD(2)2x6P T LD ( 2 ) 2 x 6 PT LD6x6P T LD ( 2 ) 2 x 6 PT LD(3)2x6P T LD ( 3 ) 2 x 62x10 LEDGER W/(3) 12d @ 12"oc2x10 LEDGER W/(3) 12d @ 12"oc2x10 LEDGER W/(3) 12d @ 12"oc2x10 LEDGER W/(3) 12d @ 12"oc6x63TOPOST6x 6P1-26x63TOPOST11PT LD(3)2x6 PT LD(3)2x6PT LD(2)2x6PT L D (2)2 x 6 111SLOPEDDJ1-161S603P1-219S601(TOP ONLY -EXTEND FULLLENGTH OFSHEAR WALL)3TOPOST6x64x64x 6 111WALL SHTGCONT. THRUCORNER(2)2x6(2)2x61111110S603(3)2x4(3)2x4(2)2x4(2)2x41P T L D (2 ) 2 x 6 PT LD(2)2x61114x8 POST W/ECCQ44SDS2.5CAP & A34 ATBOTT. TO PLATE(2 )2x4UNDERHDR11HDRP1-2(3) 2 x 6 (3)2x655HDRMONOTRUSSES W/2x6 TOP CHORD@ 24"ocP1-6B3 (F)11S60417S603(3)2x42x8 BLKG UNDERWALL ABV W/PFD28B EA END(2)2x4ADJUST SPACINGAS REQ'D FORPLUMBING, TYP.2J1 UNDERPOST ABVINTERIOR WALL PERPLAN NOTE 4, TYP.INTERIOR WALL PERPLAN NOTE 4, TYP.INTERIOR WALL PERPLAN NOTE 4, TYP.(2)2x4 @ 16"ocDEMISINGWALL, TYP.(2)2x4 @ 16"ocDEMISINGWALL, TYP.(2)2x4 @ 16"ocDEMISINGWALL, TYP.STAIR FRAMINGSEE SHEET S701(STAIR 1)STAIR FRAMINGSEE SHEET S701(STAIR 2)(2)2x4(2)2x4(2)2x6(2 )2x4 (2 )2x4(2)2x4(2 )2x4 (2) 2 x 4 (2)2x4(2)2x4(2)2x4P1-6PT. LD 6x6(SEE S701)PT. LD 6x6(SEE S701)P T L D (2 ) 2 x 6 PT LD(2)2x6PT. LD 6x6(SEE S701)P T L D (2 ) 2 x 6PT LD(2)2x62x6 WALL(3)2x4INTERIOR WALLPER PLANNOTE 4, TYP.2x6 WALLPT. LD 6x6(SEE S701)PT. LD 6x6(SEE S701)P T L D (2 ) 2 x 6 PT LD(2)2x6PT. LD 6x6(SEE S701)2x6 WALLPT LD (2 )2x4 SECOND FLOOR FRAMING PLANDATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS 17021 103RD AVE SE YELM WA, 98597 Nisqually Landing Apartments Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORER E ENIGN 11/12/202111/12/202111/12/2021PERMIT SET11/12/2021BS202A\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\BLDG B\S202.dwg, 11/15/2021 11:38:10 AM, 1:1 10428161/4"=1'-0"LEGENDBEARING OR SHEAR WALL BELOWSHEAR WALL BELOW PER SCHEDULE OF 1/S601BEARING OR SHEAR WALL ABOVEDETAIL CALL-OUTPOST BELOWx x x XXSX.XP1-XFLOOR FRAMING PLAN NOTES:1.Floor Sheathing shall be ¾" thick T&G (Panel Span Rating 48/24) with long dimension perpendicular to supports. Glue Sheathingto all Framing Members and Blocking below with adhesive conforming to A.P.A.Specification AFG-01. Fasten Sheathing toFraming with 0.131"Ø x 212" Nails as follows:At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed SheathingPanel Edges. Fasten Sheathing to Framing and Blocking with 0.131"Ø x 212" Nails as follows:See Drawings for other Sheathing Nailing requirements.2.Floor joists shall be size and spacing shown on plan. Joist layout shown is a visual representation and shall be adjusted forpenetrations as required.3.Allowance has been made for 34" Gypcrete topping at unit floors.WALL FRAMING PLAN NOTES:4.Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16"oc, u.o.n.Interior Walls shall be (2) 2x4 Studs @ 16"oc, u.o.n.Where adjacent Shear Walls are in contact, nail studs together per 3/S601. See 1/S601 for special stud requirements at ShearWall types P1-3, P1-2, P2-4, P2-3, and P2-2.5.Headers shall be 4x10 U.O.N. See Detail 18/S601.6.Built-up Stud Groups in Walls supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General StructuralNotes for fastening requirements.Framing, Edges6"ocFraming, Field10"ocBoundaries, Blocking, Struts6"ocPT. LD.BLOCK THRU FLOOR FOR POST ABOVE (MATCH AREA)HEADER PER PLAN NOTE 5HDRFLUSH FRAMED (BOTT. FLUSH W/ BOTT. OF FRAMING)(F)Framing, Edges4"ocFraming, Field10"ocBoundaries, Blocking, Struts4"ocB5B6B7B8B9BABBBCMATCHLINE HDRHDRWALL SHTG LONG DIMPERP TO STUDS, TYP@ STAIR WALLSSTAGGERED 2x4 STUDS@ 12" OC (2 ROWS @24" OC) ON 2x6 PLATES@ STAIR WALLS6S6037S603P1-4P1-4 HDRHDR WALL SHTG LONG DIMPERP TO STUDS, TYP@ STAIR WALLSSTAGGERED 2x4 STUDS@ 12" OC (2 ROWS @24" OC) ON 2x6 PLATES@ STAIR WALLS7S6037S603P1-4 P1-4 HDR (2)2x6 (3)2x6HDRHDRADJUST SPACINGAS REQ'D FORPLUMBING, TYP.HDRHDR (3)2x4B2 (F)(3)2x4HDRHDRHDRJ1-16,TYP UNOP1-219S60119S60119S6011(TO RIM)7S6037S6037S6032S60314S60313S603HDRHDRHDR DB2 (F)(2)2x6(2)2x619S6012S6031S603SLOPEDDJ1-16P1-2P1-2HDR19S6011(TO RIM)HDRHDRB2 (F)(2)2x6HDRHDRHDRHDR DB2 (F)(2) 2 x 66S603 2S603SLOPEDDJ1-16P1-21(TO RIM)HDRHDRB2 (F)(2)2x6(3) 2 x 4 J1-12J1-12J1-16J1-16ADJUST SPACINGAS REQ'D FORPLUMBING, TYP.J1-12J1-16J1-16ADJUST SPACINGAS REQ'D FORPLUMBING, TYP.HDR4x12HDRB2 (F)(2)2x6ADJUST SPACINGAS REQ'D FORPLUMBING, TYP.DB2 (F)J1-12(2)2x4(2)2x619S6011(TO RIM)6S6032S603HDR HDRHDRHDRP1-219S60119S6016S603HDRHDRHDRHDRHDRP1-6 7S603P1-6 7S603B2 (F)2J1 (F)14S60313S603J1-12J1-16,TYP UNOSLOPEDDJ1-161S603HDRHDRP1-219S60119S6016S60311111113S60314S60313S60314S603111S603PT LD(2)2x62x10 LEDGER W/(3) 12d @ 12"oc2x10 LEDGER W/(3) 12d @ 12"oc2x10 LEDGER W/(3) 12d @ 12"ocP1-4 (21'-0" MIN LENGTH) P1-6 6x 6P1-26x63TOPOST6S603111DB3 (F)(TOP ONLY -EXTEND FULLLENGTH OFSHEAR WALL)1S603SLOPEDDJ1-16P1-219S6013TOPOST6 x 6 1P1-2116x 6P1-26x63TOPOST1WALL SHTGCONT. THRUCORNER11111(3) 2 x 4(2)2x4(2) 2 x 4 5S60310S60310S6035S6031PT LD(2)2x6 PT LD1PT LD(2)2x61PT LD(2)2x6PT LD(3)2x6 PT LD(3)2x6HDRHDRHDR6S603WALL SHTGCONT. THRUCORNERP1-2(3)2x65(3)2x655B3 (F)(3)2x6HDRMONOTRUSSES W/2x6 TOP CHORD@ 24"oc11P T L D ( 3 ) 2 x 6 PT L D (3) 2 x 6 PT L D (3)2 x 6 PT LD(3)2x6PT L D (2)2 x 6PT LD(2)2x6P T LD ( 3 ) 2 x 6 PT LD(3)2x6WALL SHTGCONT. THRUCORNER11P T LD 6 x 6 119S6011P1-6(3)2x4 2x10 LEDGER W/(3) 12d @ 12"oc111S60417S60317S603INTERIOR WALL PERPLAN NOTE 4, TYP.INTERIOR WALL PERPLAN NOTE 4, TYP.(2)2x4 @ 16"ocDEMISINGWALL, TYP.(2)2x4 @ 16"ocDEMISINGWALL, TYP.(2)2x4 @ 16"ocDEMISINGWALL, TYP.STAIR FRAMINGSEE SHEET S701(STAIR 2 MIRRORED)STAIR FRAMINGSEE SHEET S701(STAIR 2 MIRRORED)(2)2x4(2)2x4(2)2x4(2)2x4(2)2x4(2)2x4(2)2x4(2)2x4 (2)2x4(2)2x4 (2) 2 x 4 (2) 2 x 4 (2) 2 x 4 (2) 2 x 4 (2)2x4(2)2x4(3) 2 x 4 (2)2x4 @ 16"ocDEMISINGWALL, TYP.P1-6 PT LD(2)2x6PT LD(2)2x62x6 WALL(2 ) 2 x 6 (2 ) 2 x 6 (3)2x4(3) 2 x 4INTERIOR WALLPER PLANNOTE 4, TYP.INTERIOR WALLPER PLANNOTE 4, TYP.INTERIOR WALLPER PLANNOTE 4, TYP.PT. LD 6x6(SEE S701)PT. LD 6x6(SEE S701)PT LD(2)2x6 PT LD(2)2x6PT. LD 6x6(SEE S701)PT. LD 6x6(SEE S701)PT. LD 6x6(SEE S701)P T L D (2 ) 2 x 6 PT LD(2)2x6PT. LD 6x6(SEE S701)2x6 WALLJOIST / BEAM SCHEDULEPLANCALLOUTTYPICAL SPACINGJOIST / BEAM TYPETYPICAL SIMPSONFACE MOUNT HANGERJOISTS DJ1-1616" oc2x10 DF#2LUS28, u.o.n.J1-19.219.2" oc2x12 DF#2LUS210, u.o.n.J1-1616" ocJ1-1212" ocBEAMS 2J1--(2) 2x12 DF#2LUS210-2, u.o.n.B2--4x12 DF#2HU/HUC412 (MAX), u.o.n.B3--512x12 GLBHU/HUC612 (MAX), u.o.n.DB2--4x10 DF#2HU/HUC410 (MAX), u.o.n.DB3--6x10 DF#2HU/HUC610 (MAX), u.o.n.HORIZONTAL / DRAG STRAP SCHEDULEPLANCALLOUTSIMPSONSTRAP TYPEDESCRIPTION1CS16x36"BEAM TO BEAM2(2)CS16x36"BEAM TO BEAM3CS16x36"BEAM TOTOP PLATE4(2)CS16x36"BEAM TOEA. TOP PLATE5HTS30CTRUSS/BEAMTO TOP PLATE6DSC2R/L-SDS3TRUSS/BEAMTO TOP PLATE7DSC5R/L-SDS3TRUSS/BEAMTO TOP PLATE8CS16x36"PLATE TO PLATE9CS16x48"LAP BM 16" ANDATTACH TO FLAT 2x4BLKG BTWN STUDSHOLD DOWN SCHEDULEPLANCALLOUTSIMPSONHOLDOWNTYPEBOLTDIAMETER /SIMPSON A.B.DETAILREFERENCE/NOTES1CS16x48"STRAP--14/S601 U.O.N.2(2)CS16x48"STRAPS--14/S601 U.O.N.3(3)CS16x48"STRAPS--14/S601 U.O.N.4NOT USED5VERTICALHTS30--BEAM TO POST6HDU5-SDS2.558"Ø ALL-THREAD(A36)13/S602 U.O.N.7HDU5-SDS2.5SB 58 x 2417/S602 U.O.N.8HDU8-SDS2.5SB 78 x 2417/S602 U.O.N.9HDU11-SDS2.5SB 1 x 3017/S602 U.O.N.SECOND FLOOR FRAMING PLANDATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS 17021 103RD AVE SE YELM WA, 98597 Nisqually Landing Apartments Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORER E ENIGN 11/12/202111/12/202111/12/2021PERMIT SET11/12/2021BS202B\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\BLDG B\S202.dwg, 11/15/2021 11:38:12 AM, 1:1 10428161/4"=1'-0"FLOOR FRAMING PLAN NOTES:1.Floor Sheathing shall be ¾" thick T&G (Panel Span Rating 48/24) with long dimension perpendicular to supports. Glue Sheathingto all Framing Members and Blocking below with adhesive conforming to A.P.A.Specification AFG-01. Fasten Sheathing toFraming with 0.131"Ø x 212" Nails as follows:At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed SheathingPanel Edges. Fasten Sheathing to Framing and Blocking with 0.131"Ø x 212" Nails as follows:See Drawings for other Sheathing Nailing requirements.2.Floor joists shall be size and spacing shown on plan. Joist layout shown is a visual representation and shall be adjusted forpenetrations as required.3.Allowance has been made for 34" Gypcrete topping at unit floors.WALL FRAMING PLAN NOTES:4.Exterior Walls shall be Shear Wall type P1-4 with 2x6 Studs @ 16"oc, u.o.n.Interior Walls shall be 2x4 Studs @ 16"oc, u.o.n.Where adjacent Shear Walls are in contact, nail studs together per 3/S601. See 1/S601 for special stud requirements at ShearWall types P1-3, P1-2, P2-4, P2-3, and P2-2.5.Headers shall be 4x10 U.O.N. See Detail 18/S601.6.Built-up Stud Groups in Walls supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General StructuralNotes for fastening requirements.Framing, Edges6"ocFraming, Field10"ocBoundaries, Blocking, Struts6"ocFraming, Edges4"ocFraming, Field10"ocBoundaries, Blocking, Struts4"ocLEGENDBEARING OR SHEAR WALL BELOWSHEAR WALL BELOW PER SCHEDULE OF 1/S601BEARING OR SHEAR WALL ABOVEDETAIL CALL-OUTPOST BELOWx x x XXSX.XP1-XPT. LD.BLOCK THRU FLOOR FOR POST ABOVE (MATCH AREA)HEADER PER PLAN NOTE 5HDRFLUSH FRAMED (BOTT. FLUSH W/ BOTT. OF FRAMING)(F)BABBBCB1B2B3B4B5HDR4x12HDR HDRHDRHDRHDRHDRB2 (F)(2)2x6ADJUST SPACINGAS REQ'D FORPLUMBING, TYP.DB2 (F)(2)2x6SLOPEDDJ1-16J1-12J1-16,TYP UNOHDR (2)2x4B2 (F)(2)2x4B3 (F)(4)2x4(4)2x6DB2 (F)(2) 2 x 6 (2)2x6HDR DB3 (F)(2)2x6(2) 2 x 6 HDRHDRADJUST SPACINGAS REQ'D FORPLUMBING, TYP.ADJUST SPACINGAS REQ'D FORPLUMBING, TYP.HDRHDR (2)2x4B2 (F)(2)2x4HDRHDRHDRHDRHDRJ1-16,TYP UNO(2)2x4 (2)2x6 P1-219S60119S601P1-219S60119S601P1-219S601P1-6 P1-319S60119S601P1-319S601P1-21(TO RIM)P1-21(TO RIM)1(TO RIM)7S6037S6036S6037S6037S6037S6032S6032S6032S603(2)2x6 (2)2x6(2)2x6(2)2x61S60314S60313S60318S6032x10 LEDGER W/(3) 12d @ 12"oc2x10 LEDGER W/(3) 12d @ 12"oc2x10 LEDGER W/(3) 12d @ 12"oc(2)2x6(2)2x6(2)2x6(2) 2 x 6 1S60314S60313S6034S603MATCHLINE HDRHDRSTAIR FRAMINGSEE SHEET S701(STAIR 1)WALL SHTG LONG DIMPERP TO STUDS, TYP@ STAIR WALLS7S6036S603P1-6 P1-6 HDRHDRSTAIR FRAMINGSEE SHEET S701(STAIR 2)WALL SHTG LONG DIMPERP TO STUDS, TYP@ STAIR WALLSSTAGGERED 2x4 STUDS@ 12" OC (2 ROWS @24" OC) ON 2x6 PLATES@ STAIR WALLS6S6037S603P1-6 P1-6 PT. LD 6x6(SEE S701)STAGGERED 2x4 STUDS@ 12" OC (2 ROWS @24" OC) ON 2x6 PLATES@ STAIR WALLSHDR HDRHDRHDRP1-219S60119S6016S603HDRHDRHDRHDRHDRP1-6 7S603P1-67S603B2 (F)2J1 (F)14S60313S603J1-12SLOPEDDJ1-16J1-16,TYP UNOP1-2P1-6HDRHDR19S60119S6016S603P1-6 P1-3HDR19S6016S603HDRHDR DB2 (F)(2)2x6(2) 2 x 6 2S6032x10 LEDGER W/(3) 12d @ 12"oc(2 ) 2 x 6 1S603SLOPEDDJ1-16(2)2x61(TO RIM)HDRHDRB2 (F)(2 ) 2 x 6 (2)2x4J1-12J1-16J1-16ADJUST SPACINGAS REQ'D FORPLUMBING, TYP.(2)2x4(2)2x419S601SLOPEDDJ1-161S603P1-3219S601(TOP ONLY -EXTEND FULLLENGTH OFSHEAR WALL)214S60313S603(21'-0" MIN LENGTH) P1-6 10S60310S603WALL SHTGCONT. THRUCORNER(2)2x6(2) 2 x 6INTERIOR WALL PERPLAN NOTE 4, TYP.INTERIOR WALL PERPLAN NOTE 4, TYP.INTERIOR WALL PERPLAN NOTE 4, TYP.INTERIOR WALL PERPLAN NOTE 4, TYP.2x4 @ 16"ocDEMISINGWALL, TYP.2x4 @ 16"ocDEMISINGWALL, TYP.2x4 @ 16"ocDEMISINGWALL, TYP.PT. LD 6x6(SEE S701)(2 ) 2 x 6(2)2x6(2)2x4(2)2x42x6 WALL(2)2x6(2) 2 x 6(2)2x6(2) 2 x 66x6(SEE S701)PT. LD 6x6(SEE S701)PT. LD 6x6(SEE S701)(2 ) 2 x 6(2)2x66x6(SEE S701)2x6 WALLJOIST / BEAM SCHEDULEPLANCALLOUTTYPICAL SPACINGJOIST / BEAM TYPETYPICAL SIMPSONFACE MOUNT HANGERJOISTS DJ1-1616" oc2x10 DF#2LUS28, u.o.n.J1-19.219.2" oc2x12 DF#2LUS210, u.o.n.J1-1616" ocJ1-1212" ocBEAMS 2J1--(2) 2x12 DF#2LUS210-2, u.o.n.B2--4x12 DF#2HU/HUC412 (MAX), u.o.n.B3--512x12 GLBHU/HUC612 (MAX), u.o.n.DB2--4x10 DF#2HU/HUC410 (MAX), u.o.n.DB3--6x10 DF#2HU/HUC610 (MAX), u.o.n.HORIZONTAL / DRAG STRAP SCHEDULEPLANCALLOUTSIMPSONSTRAP TYPEDESCRIPTION1CS16x36"BEAM TO BEAM2(2)CS16x36"BEAM TO BEAM3CS16x36"BEAM TOTOP PLATE4(2)CS16x36"BEAM TOEA. TOP PLATE5HTS30CTRUSS/BEAMTO TOP PLATE6DSC2R/L-SDS3TRUSS/BEAMTO TOP PLATE7DSC5R/L-SDS3TRUSS/BEAMTO TOP PLATE8CS16x36"PLATE TO PLATE9CS16x48"LAP BM 16" ANDATTACH TO FLAT 2x4BLKG BTWN STUDSHOLD DOWN SCHEDULEPLANCALLOUTSIMPSONHOLDOWNTYPEBOLTDIAMETER /SIMPSON A.B.DETAILREFERENCE/NOTES1CS16x48"STRAP--14/S601 U.O.N.2(2)CS16x48"STRAPS--14/S601 U.O.N.3(3)CS16x48"STRAPS--14/S601 U.O.N.4NOT USED5VERTICALHTS30--BEAM TO POST6HDU5-SDS2.558"Ø ALL-THREAD(A36)13/S602 U.O.N.7HDU5-SDS2.5SB 58 x 2417/S602 U.O.N.8HDU8-SDS2.5SB 78 x 2417/S602 U.O.N.9HDU11-SDS2.5SB 1 x 3017/S602 U.O.N.THIRD FLOOR FRAMING PLANDATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS 17021 103RD AVE SE YELM WA, 98597 Nisqually Landing Apartments Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORER E ENIGN 11/12/202111/12/202111/12/2021PERMIT SET11/12/2021BS203A\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\BLDG B\S203.dwg, 11/15/2021 11:38:22 AM, 1:1 JOIST / BEAM SCHEDULEPLANCALLOUTTYPICAL SPACINGJOIST / BEAM TYPETYPICAL SIMPSONFACE MOUNT HANGERJOISTS DJ1-1616" oc2x10 DF#2LUS28, u.o.n.J1-19.219.2" oc2x12 DF#2LUS210, u.o.n.J1-1616" ocJ1-1212" ocBEAMS 2J1--(2) 2x12 DF#2LUS210-2, u.o.n.B2--4x12 DF#2HU/HUC412 (MAX), u.o.n.B3--512x12 GLBHU/HUC612 (MAX), u.o.n.DB2--4x10 DF#2HU/HUC410 (MAX), u.o.n.DB3--6x10 DF#2HU/HUC610 (MAX), u.o.n.10428161/4"=1'-0"FLOOR FRAMING PLAN NOTES:1.Floor Sheathing shall be ¾" thick T&G (Panel Span Rating 48/24) with long dimension perpendicular to supports. Glue Sheathingto all Framing Members and Blocking below with adhesive conforming to A.P.A.Specification AFG-01. Fasten Sheathing toFraming with 0.131"Ø x 212" Nails as follows:At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed SheathingPanel Edges. Fasten Sheathing to Framing and Blocking with 0.131"Ø x 212" Nails as follows:See Drawings for other Sheathing Nailing requirements.2.Floor joists shall be size and spacing shown on plan. Joist layout shown is a visual representation and shall be adjusted forpenetrations as required.3.Allowance has been made for 34" Gypcrete topping at unit floors.WALL FRAMING PLAN NOTES:4.Exterior Walls shall be Shear Wall type P1-4 with 2x6 Studs @ 16"oc, u.o.n.Interior Walls shall be 2x4 Studs @ 16"oc, u.o.n.Where adjacent Shear Walls are in contact, nail studs together per 3/S601. See 1/S601 for special stud requirements at ShearWall types P1-3, P1-2, P2-4, P2-3, and P2-2.5.Headers shall be 4x10 U.O.N. See Detail 18/S601.6.Built-up Stud Groups in Walls supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General StructuralNotes for fastening requirements.Framing, Edges6"ocFraming, Field10"ocBoundaries, Blocking, Struts6"ocFraming, Edges4"ocFraming, Field10"ocBoundaries, Blocking, Struts4"ocLEGENDBEARING OR SHEAR WALL BELOWSHEAR WALL BELOW PER SCHEDULE OF 1/S601BEARING OR SHEAR WALL ABOVEDETAIL CALL-OUTPOST BELOWx x x XXSX.XP1-XPT. LD.BLOCK THRU FLOOR FOR POST ABOVE (MATCH AREA)HEADER PER PLAN NOTE 5HDRFLUSH FRAMED (BOTT. FLUSH W/ BOTT. OF FRAMING)(F)HORIZONTAL / DRAG STRAP SCHEDULEPLANCALLOUTSIMPSONSTRAP TYPEDESCRIPTION1CS16x36"BEAM TO BEAM2(2)CS16x36"BEAM TO BEAM3CS16x36"BEAM TOTOP PLATE4(2)CS16x36"BEAM TOEA. TOP PLATE5HTS30CTRUSS/BEAMTO TOP PLATE6DSC2R/L-SDS3TRUSS/BEAMTO TOP PLATE7DSC5R/L-SDS3TRUSS/BEAMTO TOP PLATE8CS16x36"PLATE TO PLATE9CS16x48"LAP BM 16" ANDATTACH TO FLAT 2x4BLKG BTWN STUDSHOLD DOWN SCHEDULEPLANCALLOUTSIMPSONHOLDOWNTYPEBOLTDIAMETER /SIMPSON A.B.DETAILREFERENCE/NOTES1CS16x48"STRAP--14/S601 U.O.N.2(2)CS16x48"STRAPS--14/S601 U.O.N.3(3)CS16x48"STRAPS--14/S601 U.O.N.4NOT USED5VERTICALHTS30--BEAM TO POST6HDU5-SDS2.558"Ø ALL-THREAD(A36)13/S602 U.O.N.7HDU5-SDS2.5SB 58 x 2417/S602 U.O.N.8HDU8-SDS2.5SB 78 x 2417/S602 U.O.N.9HDU11-SDS2.5SB 1 x 3017/S602 U.O.N.B5B6B7B8B9BABBBCMATCHLINE HDRHDRSTAIR FRAMINGSEE SHEET S701(STAIR 2 MIRRORED)WALL SHTG LONG DIMPERP TO STUDS, TYP@ STAIR WALLSSTAGGERED 2x4 STUDS@ 12" OC (2 ROWS @24" OC) ON 2x6 PLATES@ STAIR WALLS6S6037S603P1-6P1-6 HDRHDR WALL SHTG LONG DIMPERP TO STUDS, TYP@ STAIR WALLSSTAGGERED 2x4 STUDS@ 12" OC (2 ROWS @24" OC) ON 2x6 PLATES@ STAIR WALLS7S6037S603P1-6 P1-6 HDR (3)2x6HDRHDRADJUST SPACINGAS REQ'D FORPLUMBING, TYP.HDRHDR (2)2x4B2 (F)(2)2x4HDRHDRHDRJ1-16,TYP UNOP1-219S60119S60119S6011(TO RIM)7S6037S6032S6032x10 LEDGER W/(3) 12d @ 12"oc(2 ) 2 x 6(2)2x614S60313S6035S603HDRHDRHDRHDRHDR DB2 (F)(2)2x6(2)2x6P1-219S60119S601P1-6 19S6016S6036S6032S6032x10 LEDGER W/(3) 12d @ 12"oc(2)2x61S603SLOPEDDJ1-16P1-3HDR19S601(2)2x6P1-6 P1-3HDR19S6011(TO RIM)HDRHDRB2 (F)(2)2x6HDRHDRHDRHDR DB2 (F)(2) 2 x 6 (2)2x66S6032S6032x10 LEDGER W/(3) 12d @ 12"oc(2)2x61S603SLOPEDDJ1-16(2 ) 2 x 6 P1-31(TO RIM)HDRHDRB2 (F)(2)2x6P1-2J1-12J1-12J1-16J1-16ADJUST SPACINGAS REQ'D FORPLUMBING, TYP.J1-12J1-16J1-16ADJUST SPACINGAS REQ'D FORPLUMBING, TYP.HDR4x12HDRB2 (F)(2)2x6ADJUST SPACINGAS REQ'D FORPLUMBING, TYP.DB2 (F)(2)2x6J1-12(2)2x4(2)2x619S601P1-21(TO RIM)6S6032S603(2)2x6(2) 2 x 6 (2)2x6(2)2x62x10 LEDGER W/(3) 12d @ 12"ocHDR HDRHDRHDRP1-219S60119S6016S603HDRHDRHDRHDRHDRP1-6 7S603P1-6 7S603B2 (F)2J1 (F)14S60313S603J1-12J1-16,TYP UNOSLOPEDDJ1-161S603HDRHDRP1-219S60119S6016S603(2)2x4( 2 ) 2 x 4 13S60314S60313S60314S603P1-3DB3 (F)(2)2x6 19S601(TOP ONLY -EXTEND FULLLENGTH OFSHEAR WALL)SLOPEDDJ1-161S603P1-322WALL SHTGCONT. THRUCORNERWALL SHTGCONT. THRUCORNER(2)2x6(2)2x6(2)2x6(2)2x6P1-6 (21'-0" MIN LENGTH) P1-6 10S60310S6035S603(2 ) 2 x 6(2)2x6WALL SHTGCONT. THRUCORNER19S601(2)2x4 (2) 2 x 4 STAIR FRAMINGSEE SHEET S701(STAIR 2 MIRRORED)INTERIOR WALL PERPLAN NOTE 4, TYP.INTERIOR WALL PERPLAN NOTE 4, TYP.INTERIOR WALL PERPLAN NOTE 4, TYP.2x4 @ 16"ocDEMISINGWALL, TYP.2x4 @ 16"ocDEMISINGWALL, TYP.2x4 @ 16"ocDEMISINGWALL, TYP.2x4 @ 16"ocDEMISINGWALL, TYP.(2)2x4(2)2x42x6 WALL(2)2x6(2)2x6INTERIOR WALL PERPLAN NOTE 4, TYP.INTERIOR WALL PERPLAN NOTE 4, TYP.PT. LD 6x6(SEE S701)PT. LD 6x6(SEE S701)(2)2x6(2)2x66x6(SEE S701)PT. LD 6x6(SEE S701)PT. LD 6x6(SEE S701)(2 ) 2 x 6(2)2x66x6(SEE S701)2x6 WALLTHIRD FLOOR FRAMING PLANDATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS 17021 103RD AVE SE YELM WA, 98597 Nisqually Landing Apartments Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORER E ENIGN 11/12/202111/12/202111/12/2021PERMIT SET11/12/2021BS203B\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\BLDG B\S203.dwg, 11/15/2021 11:38:24 AM, 1:1 10428161/4"=1'-0"ROOF FRAMING PLAN NOTES:1.Roof Sheathing shall be 12" thick (Panel Span Rating 24/16) with long dimension perpendicular to supports. Fasten Sheathing toFraming with 0.131"Ø x 212" Nails as follows:At Unframed Panel Edges, provide PSCA Framing Clips centered between each Framing Member. See Drawings for otherSheathing Nailing requirements.At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing PanelEdges. Fasten Sheathing to Framing and Blocking with 0.131"Ø x 212" Nails as follows:2.Roof Framing shall be Connector-Plate Trusses @ 24"oc, u.o.n. Refer to General Structural Notes.3.Trusses marked Strut shall be designed to accommodate the indicated loads and connections.4.Overframing Members shall be 2x6 @ 24"oc. Post down to Framing Members below w/ 2x4 @ 48"oc, staggered.5.Provide solid Flat Blocking at all Valleys. Fasten Sheathing to Blocking in accordance with Note 1.6.Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends, typ.WALL FRAMING PLAN NOTES:7.Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16"oc, u.o.n.Interior Walls shall be 2x4 Studs @ 16"oc, u.o.n.Where adjacent Shear Walls are in contact, nail studs together per 3/S601. See 1/S601 for special stud requirements at ShearWall types P1-3, P1-2, P2-4, P2-3, and P2-2.8.Headers shall be 4x10 U.O.N. See Detail 18/S601.9.Built-up Stud Groups in Walls supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General StructuralNotes for fastening requirements.LEGENDBEARING OR SHEAR WALL BELOWSHEAR WALL BELOW PER SCHEDULE OF 1/S601DETAIL CALL-OUTPOST BELOWx x x XXSX.XP1-XFraming, Edges6"ocFraming, Field12"ocBoundaries, Blocking, Struts6"ocFraming, Edges4"ocFraming, Field12"ocBoundaries, Blocking, Struts4"ocHEADER PER PLAN NOTE 8HDROVERFRAMING PER PLAN NOTE 4FLUSH FRAMED (BOTT. FLUSH W/ BOTT.OF FRAMING)(F)BABBBCB1B2B3B4B5HDRHDRGABLE END TRUSS HDR 16S604P1-6 16S604MATCHLINE HDR( 2 ) 2 x 6(2)2x6312x712 GLB (F)4x64 x 6 END TRUSS END TRUSS2x12RAFTERS@ 24"ocALIGN OUTSIDE FACE OFBM W/ EDGE OF 2ND FLOORLANDING PER ARCH'LWALL SHTG LONG DIMPERP TO STUDS, TYP@ STAIR WALLSALIGN OUTSIDE FACEOF GIRDER W/ EDGEOF 3RD FLOORLANDING PER ARCH.STAGGERED 2x4 STUDS@ 12" OC (2 ROWS @24" OC) ON 2x6 PLATES@ STAIR WALLS16S604SIM16S604SIMP1-6 P1-6 14S6048S604HUC412 TO POST7S604FLAT TOP GIRDER TRUSSLRU212Z HGRTO GIRDERLUS210 HGRTO BM( 2 ) 2 x 6(2)2x6312x712 GLB (F)4x64 x 6 END TRUSS END TRUSS2x12RAFTERS@ 24"ocALIGN OUTSIDE FACE OFBM W/ EDGE OF 2ND FLOORLANDING PER ARCH'LWALL SHTG LONG DIMPERP TO STUDS, TYP@ STAIR WALLSALIGN OUTSIDE FACEOF GIRDER W/ EDGEOF 3RD FLOORLANDING PER ARCH.STAGGERED 2x4 STUDS@ 12" OC (2 ROWS @24" OC) ON 2x6 PLATES@ STAIR WALLS16S604SIM16S604SIMP1-6 P1-6 14S6048S604HUC412 TO POST7S604FLAT TOP GIRDER TRUSSLRU212Z HGRTO GIRDERLUS210 HGRTO BM11S604P1-419S60119S601HDRHDRHDR4x12HDR 312x9 GLB (F)(2)2x6(2)2x6 P1-419S60111S6041S604GABLE END TRUSS P1-6 14S604P1-6 P1-6P1-419S60119S601P1-419S60119S601HDRHDRHDRHDRHDRHDRHDRHDRHDR11S60411S60411S604HDRHDRHDRHDR GABLE END TRUSS P1-419S60119S601P1-6 P1-6STRUT TRUSS(DRAG LOAD= 110 PLF)(21'-0" MIN LENGTH) GABLE END TRUSS GABLE END TRUSS PRE-MANUF.ROOF TRUSSESW/ 2x6 TOP CHORD@ 24"oc, TYP UNO4x1219S60111S604CONT. GIRDER TRUSS(2)2x6( 2 ) 2 x 6 ( 2 ) 2 x 6(2)2x618S60418S604312x9 GLB (F)(2)2x6( 2 ) 2 x 6 1S6044x12P1-419S60111S6044x12HDRHDR HDRHDR HDRHDR P1-419S60111S604P1-46S604SIMLS50 CLIP (2)2x6OUTRIGGER TOVALLEY BOARDLS50 CLIP (2)2x6OUTRIGGER TOVALLEY BOARD(2)2x6 OUTRIGGER(2)2x6 OUTRIGGER2x6 OUTRIGGER@ 24"oc(ALIGN W/ TRUSSES)HORIZONTAL / DRAG STRAP SCHEDULEPLANCALLOUTSIMPSONSTRAP TYPEDESCRIPTION1CS16x36"BEAM TO BEAM2(2)CS16x36"BEAM TO BEAM3CS16x36"BEAM TOTOP PLATE4(2)CS16x36"BEAM TOEA. TOP PLATE5HTS30CTRUSS/BEAMTO TOP PLATE6DSC2R/L-SDS3TRUSS/BEAMTO TOP PLATE7DSC5R/L-SDS3TRUSS/BEAMTO TOP PLATE8CS16x36"PLATE TO PLATE9CS16x48"LAP BM 16" ANDATTACH TO FLAT 2x4BLKG BTWN STUDSROOF FRAMING PLANDATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS 17021 103RD AVE SE YELM WA, 98597 Nisqually Landing Apartments Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORER E ENIGN 11/12/202111/12/202111/12/2021PERMIT SET11/12/2021BS204A\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\BLDG B\S204.dwg, 11/15/2021 11:38:33 AM, 1:1 10428161/4"=1'-0"ROOF FRAMING PLAN NOTES:1.Roof Sheathing shall be 12" thick (Panel Span Rating 24/16) with long dimension perpendicular to supports. Fasten Sheathing toFraming with 0.131"Ø x 212" Nails as follows:At Unframed Panel Edges, provide PSCA Framing Clips centered between each Framing Member. See Drawings for otherSheathing Nailing requirements.At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing PanelEdges. Fasten Sheathing to Framing and Blocking with 0.131"Ø x 212" Nails as follows:2.Roof Framing shall be Connector-Plate Trusses @ 24"oc, u.o.n. Refer to General Structural Notes.3.Trusses marked Strut shall be designed to accommodate the indicated loads and connections.4.Overframing Members shall be 2x6 @ 24"oc. Post down to Framing Members below w/ 2x4 @ 48"oc, staggered.5.Provide solid Flat Blocking at all Valleys. Fasten Sheathing to Blocking in accordance with Note 1.6.Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends, typ.WALL FRAMING PLAN NOTES:7.Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16"oc, u.o.n.Interior Walls shall be 2x4 Studs @ 16"oc, u.o.n.Where adjacent Shear Walls are in contact, nail studs together per 3/S601. See 1/S601 for special stud requirements at ShearWall types P1-3, P1-2, P2-4, P2-3, and P2-2.8.Headers shall be 4x10 U.O.N. See Detail 18/S601.9.Built-up Stud Groups in Walls supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General StructuralNotes for fastening requirements.LEGENDBEARING OR SHEAR WALL BELOWSHEAR WALL BELOW PER SCHEDULE OF 1/S601DETAIL CALL-OUTPOST BELOWx x x XXSX.XP1-XFraming, Edges6"ocFraming, Field12"ocBoundaries, Blocking, Struts6"ocFraming, Edges4"ocFraming, Field12"ocBoundaries, Blocking, Struts4"ocHEADER PER PLAN NOTE 8HDROVERFRAMING PER PLAN NOTE 4FLUSH FRAMED (BOTT. FLUSH W/ BOTT.OF FRAMING)(F)B5B6B7B8B9BABBBCHDRHDR GABLE END TRUSS HDR 16S604P1-6 16S604MATCHLINE (2)2x6(2)2x6312x712 GLB (F)4x64x6 END TRUSSEND TRUSS2x12RAFTERS@ 24"ocALIGN OUTSIDE FACE OFBM W/ EDGE OF 2ND FLOORLANDING PER ARCH'LWALL SHTG LONG DIMPERP TO STUDS, TYP@ STAIR WALLSALIGN OUTSIDE FACEOF GIRDER W/ EDGEOF 3RD FLOORLANDING PER ARCH.STAGGERED 2x4 STUDS@ 12" OC (2 ROWS @24" OC) ON 2x6 PLATES@ STAIR WALLS16S604SIM16S604SIMP1-6P1-6 14S6048S604HUC412 TO POST7S604FLAT TOP GIRDER TRUSSLRU212Z HGRTO GIRDERLUS210 HGRTO BM( 2 ) 2 x 6(2)2x6312x712 GLB (F)4x64 x 6 END TRUSS END TRUSS2x12RAFTERS@ 24"ocALIGN OUTSIDE FACE OFBM W/ EDGE OF 2ND FLOORLANDING PER ARCH'LWALL SHTG LONG DIMPERP TO STUDS, TYP@ STAIR WALLSALIGN OUTSIDE FACEOF GIRDER W/ EDGEOF 3RD FLOORLANDING PER ARCH.STAGGERED 2x4 STUDS@ 12" OC (2 ROWS @24" OC) ON 2x6 PLATES@ STAIR WALLS16S604SIM16S604SIMP1-6 P1-6 14S6048S604HUC412 TO POST7S604FLAT TOP GIRDER TRUSSLRU212Z HGRTO GIRDERLUS210 HGRTO BMHDRHDRHDRHDRHDRHDRHDRHDR11S604P1-419S60119S601HDRHDRHDR ( 2 ) 2 x 6 GABLE END TRUSS P1-6HDRP1-419S60119S60111S60411S60411S604HDRHDRHDR HDRP1-419S60119S60119S601GABLE END TRUSS 14S60414S604P1-6P1-6 19S60119S601P1-4STRUT TRUSS (DRAGLOAD = 110 PLF)STRUT TRUSS (DRAGLOAD = 110 PLF)P1-6 P1-6 (21'-0" MIN LENGTH) GABLE END TRUSS PRE-MANUF.ROOF TRUSSESW/ 2x6 TOP CHORD@ 24"oc, TYP UNO312x9 GLB (F)(2)2x6(2)2x61S604HDR4x12312x9 GLB (F)(2)2x619S60111S6041S6044x12P1-419S6014x1219S60111S604HDRHDR 4x12HDR4x12HDR ( 2 ) 2 x 6(2)2x6HDRHDR(2)2x6 ( 2 ) 2 x 6 CONT. GIRDER TRUSS (DRAG LOAD = 100 PLF)11S604P1-4P1-419S601P1-46S604SIM518S60418S604LS50 CLIP (2)2x6OUTRIGGER TOVALLEY BOARDLS50 CLIP (2)2x6OUTRIGGER TOVALLEY BOARD(2)2x6OUTRIGGER(2)2x6 OUTRIGGER2x6 OUTRIGGER@ 24"oc(ALIGN W/ TRUSSES)HORIZONTAL / DRAG STRAP SCHEDULEPLANCALLOUTSIMPSONSTRAP TYPEDESCRIPTION1CS16x36"BEAM TO BEAM2(2)CS16x36"BEAM TO BEAM3CS16x36"BEAM TOTOP PLATE4(2)CS16x36"BEAM TOEA. TOP PLATE5HTS30CTRUSS/BEAMTO TOP PLATE6DSC2R/L-SDS3TRUSS/BEAMTO TOP PLATE7DSC5R/L-SDS3TRUSS/BEAMTO TOP PLATE8CS16x36"PLATE TO PLATE9CS16x48"LAP BM 16" ANDATTACH TO FLAT 2x4BLKG BTWN STUDSROOF FRAMING PLANDATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS 17021 103RD AVE SE YELM WA, 98597 Nisqually Landing Apartments Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORER E ENIGN 11/12/202111/12/202111/12/2021PERMIT SET11/12/2021BS204B\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\BLDG B\S204.dwg, 11/15/2021 11:38:35 AM, 1:1 HOLD DOWN AND ADD'LSTUD PER PLAN(WHERE OCCURS)STUDS PER PLANFACE NAILING PERSHEAR WALL SCHEDULESTRAP HOLD DOWN PERPLAN (WHERE OCCURS)PANEL EDGE NAILINGPER SHEAR WALLSCHEDULESTUDS PER PLANHOLD DOWN AND ADD'LSTUD PER PLAN(WHERE OCCURS)PANEL EDGE NAILINGPER SHEAR WALL SCHEDULESTRAP HOLD DOWN PERPLAN (WHERE OCCURS)FACE NAILING PERSHEAR WALL SCHEDULEFACE NAILING PERSHEAR WALL SCHEDULEPANEL EDGE NAILINGPER SHEAR WALLSCHEDULESTUDS PER PLAN2x4 FLAT BLOCKINGBEHIND STRAPALT. STRAP LOCATIONPANEL EDGE NAILINGFULL HEIGHTCS16x36" STRAPS @WINDOW CORNERS(APPLY OVER SHEATHING)TOP CHORD SPLICEBOTTOM CHORD SPLICE4'-0" MIN. BETWEEN SPLICESLOCATE SPLICE @ CENTERLINEOF VERT. STUD, TYP.12d @ 6"oc(FACE NAIL PER 1/S601@ SHEAR WALLS)HEADER PER PLAN(2)2x STUD MIN. - NAILSHEATHING TO EACHMEMBER w/ HALF OFSHEATHING NAILSSTRAP HOLD DOWNPER PLAN NAIL STRAPOVER SHEATHINGSOLID BLOCKING BELOWBUILT-UP STUDSTOP PLATE PER 13/S601HEADER PER PLAN2x HEADER @ OPENINGW/(2) 12d TOENAILSEA. ENDSTUDS PER PLANFASTENED TOGETHERW/12d @ 6"oc[(1)2x U.O.N.]ADD'L FULLHEIGHT STUDCRIPPLESTUDS NOTREQ'D IFLESS THAN 24"CRIPPLE STUDS TOMATCH WALL STUDSSTRAP HOLD DOWN PER PLANWRAPPED AROUND BEAM(NAIL STRAP OVER SHEATHING)POST PER PLAN (2-2x STUD MIN)NAIL SHEATHING TO EACHMEMBER w/ HALF OF PANELEDGE NAILING WHEN POST ISBUILT-UP STUDSBEAM PER PLANSHEAR WALL SCHEDULE(IN ACCORDANCE w/ ANSI/AF&PA SDPWS-2015 SECTION 4.3)Updated 1/20/2021WALLTYPESHEATHINGPANELEDGENAILING‚MINIMUM WIDTH OF NAILEDFACE OF FRAMING @ADJOINING PANEL EDGESƒMUDSILLPLATEFACE NAILING„FRAMING CLIPS…ANCHORAGE TO CONCRETE†SEISMICCAPACITY-h/b = 2h/b = 3.5WINDCAPACITY-h/b = 2h/b = 3.5SINGLEMEMBERBUILT-UPMEMBERANCHOR BOLTSMUDSILL ANCHORSP1-61 SIDE6" oc2x2x2x6" ocA35 @ 27" ocorLTP4 @ 27" oc58"Ø @ 60" ocMASAP @ 52" oc240-plf194-plf240-plf194-plfP1-41 SIDE4" oc2x2x2x4" ocA35 @ 18" ocorLTP4 @ 18" oc58"Ø @ 46" ocMASAP @ 36" oc350-plf284-plf350-plf284-plfP1-31 SIDE3" oc3x(2)2x2x3" ocA35 @ 14" ocorLTP4 @ 14" oc58"Ø @ 36" ocMASAP @ 28" oc450-plf366-plf450-plf366-plfP1-21 SIDE2" oc3x(2)2x2x2" ocA35 @ 712" ocorLTP4 @ 712" oc58"Ø @ 20" ocMASAP @ 18" oc590-plf478-plf820-plf669-plfP2-42 SIDES4"oc3x(2)2x3x(2) Rows, 4" ocA35 @ 18" ocandLTP4 @ 18" oc58"Ø @ 28" ocMASAP @ 15" oc700-plf568-plf700-plf568-plfP2-32 SIDES3" oc3x(2)2x3x(2) Rows, 3" ocA35 @ 14" ocandLTP4 @ 14" oc58"Ø @ 22" ocMASAP @ 11" oc900-plf733-plf900-plf733-plfP2-22 SIDES2" oc3x(2)2x3x(2) Rows, 2" ocA35 @ 8" ocandLTP4 @ 8" oc58"Ø @ 12" ocMASAP @ 7" oc1180-plf957-plf1640-plf1338-plfSHEAR WALL SCHEDULE NOTES(SECTION 4.3.7.1.1)716" OSB or 1532" PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES. MINIMUM PANEL SPAN RATING OF (24/0). PANELS SHALL NOT BE LESS THAN 4'x8', EXCEPTAT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING.‚(SECTION 4.3.7.1.2. & SECTION 4.3.7.1.3)PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc. MAXIMUMSTUD SPACING SHALL BE 16"oc. SHEATHING NAILS SHALL BE 0.131"Ø x 212". PLYWOOD EDGE NAILING SHALL BE STAGGERED. NAILS SHALL BE LOCATED AT LEAST 38"FROM THE PANEL EDGES.ƒ(SECTION 4.3.7.1.4)THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE.„FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 112".FRAMING NAILS SHALL BE 0.131"Ø x 314". 0.131"Ø x 3" NAILS MAY BE USED WHEN STITCHING TOGETHER (2)2x MEMBERS WITH NO SPACERS.…AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED, FRAMING CLIPS SHALL BE USED TOFASTEN BUILT-UP MEMBERS. USE 0.131"Ø x 212" NAILS AT LTP4 CLIP WHEN INSTALLED OVER 12" SHEATHING.†(SECTION 4.3.6.4.3)ANCHOR BOLTS EMBEDMENT SHALL BE 7", U.O.N. ALL ANCHORS SHALL HAVE 3" x 3" x 0.229" PLATE WASHERS. PLATE WASHER SHALL EXTEND TO WITHIN 12" OF THEEDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. IF SHEATHING IS ON BOTH SIDES OF THE WALL, STAGGER THE ANCHOR BOLTS, AS REQUIRED, SO THATHALF OF THE PLATE WASHERS ARE WITHIN 12" OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE. HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED.38"MIN38"MININTERMEDIATE NAILING (12" oc)PANEL EDGE NAILING PER SCHEDULE (STAGGERED)PERƒ34"34"PERƒPERƒ34"SINGLE MEMBER(FLATWISE)BUILT-UP MEMBERSTUD, PLATE, BLOCKING, RIM,OR OTHER FRAMING MEMBER‚ADJOINING PANEL EDGES‚STUD, PLATE, BLOCKING, RIM,OR OTHER FRAMING MEMBERADJOINING PANEL EDGES„‚„‚‚ADJOINING PANEL EDGES…LAP RIM OPTIONLTP4 OPTIONA35 OPTIONLAP PLATE OPTION‚„‚‚‚…„…MUDSILL ANCHOR OPTIONANCHOR BOLT OPTION12" MAX3"x3"x0.229" PLATE WASHERSP.T. MUDSILLCONCRETE STEM WALLPER PLANP.T. MUDSILLCONCRETE STEM WALLPER PLAN† (MUDSILL ANCHOR OPTION)† (ANCHOR BOLT OPTION)13458131415181920DETAILS S601DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS 17021 103RD AVE SE YELM WA, 98597 Nisqually Landing Apartments Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORER E ENIGN 11/12/202111/12/202111/12/2021PERMIT SET11/12/2021B109\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\BLDG B\DETAILS.dwg, 11/15/2021 11:38:43 AM, 1:1 1'-6"5"1'-6" MIN8"8"5"2x6 P.T. PLATEw/ A.B.'s AND PLATEWASHERS PER 1/S601#4 @ 16"oc, VERT.(ALT. HOOKS)#4 @ 16"oc, HORIZ.#4, TOP(2)#4, BOTTOMTYP.4'-0" MAXUNBALANCEDFILLSIZEPLANCALLOUT302430" sq x 8" thick24" sq x 8" thickREINFORCING(2) #4 EA. WAYBOTTOM(3) #4 EA. WAYBOTTOMDETAILREFERENCE--SHEATHING PER 1/S601SLAB-ON-GRADEPER PLANSTEM WALL AND FOOTINGPER 1/S602MUDSILL PER 1/S6022x STUD WALLPER PLANPANEL EDGE NAILINGSHEATHING PER 1/S601SLAB-ON-GRADEPER PLANSTEM WALL AND FOOTINGPER 1/S602MUDSILL PER 1/S6022x STUD WALLPER PLANPANEL EDGE NAILINGNORMAL FOOTINGREINFORCING(1)#4 x 36" DIAGONALNORMAL FOOTINGREINFORCING4'-0" MIN.4'-0" MAX.DADD'L BARS TOMATCH NORMALREINFORCINGLINE OF EXCAVATIONDSTEP IN FOOTINGTOP REINF. PERPLAN4'-0" MAX.2'-6"ADD'L VERT. REINF.ADDITIONAL VERT.BAR @ CORNERCONCRETE WALLSAND FOOTINGSCORNER BARSCORNER BARS TOMATCH HORIZ. REINF.(ALT. HOOKS ATINTERMEDIATE WALLS)FOOTING PER 1/S6023'-0"MAX8"MAX STEM WALLPER 1/S602#4 VERT.2'-0"2'-0"#4 VERT.(2) #43636" sq x 12" thick(4) #4 EA. WAYBOTTOM-4242" sq x 12" thick(5) #4 EA. WAYBOTTOM-SLAB-ON-GRADEPER PLANSHEATHING PER 1/S601@ SHEAR WALLS(2) #4, BOTTOMSTUD WALL PER PLAN7"1'-6"1'-0"2x6 P.T. PLATE W/ AB'S ANDPLATE WASHERS PER 1/S601@ SHEAR WALLS (2x P.T.PLATE W/ 58"Ø A.B.'S @ 60"ocW/ STANDARD WASHERS ATOTHER WALLS)PANEL EDGE NAILINGHDU HOLD DOWN AND A.B. PER PLAN(2)2x STUD MIN. (POST WHEREOCCURS) - NAIL SHEATHING TOEACH MEMBER w/ HALF OFSHEATHING NAILSANCHOR BOLTS PER 1/S601STEM WALL PERFOUNDATION PLANSLAB-ON-GRADEPER PLAN (ELEV.VARIES)2x P.T. PLATES w/ A.B.'s ANDPLATE WASHERS PER 1/S601 @SHEAR WALLS (2x PT PLATE W/58"Ø A.B.'S @ 60"oc W/ STANDARDWASHERS AT OTHER WALLS)AIR SPACE PER ARCH'LSTUD DEMISING WALLSPER PLANSHEAR WALLEDGE NAILINGSHEATHING PER 1/S601 @SHEAR WALLS (WHEREOCCURS)(2) #4, BOTTOM2'-0"1'-0"SLAB-ON-GRADEPER PLANMUDSILL PER 4/S602FOOTING PER PLAN8"EMBEDHDU HOLDOWN ANDA.B. PER PLAN(2) 2x STUD MIN. - NAILSHEATHING TO EACHMEMBER W/ HALF OFSHEATHING NAILSAS AN ALTERNATE TO J-BOLTS, 58"Øx8" MECHANICALLYGALVANIZED TITEN HD'S MAY BE USED WITH THESAME PLATE WASHERS AND SPACING SPECIFIED.AS AN ALTERNATE TO J-BOLTS, 58"Øx8" MECHANICALLYGALVANIZED TITEN HD'S MAY BE USED WITH THESAME PLATE WASHERS AND SPACING SPECIFIED.AS AN ALTERNATE TO J-BOLTS, 58"Øx8" MECHANICALLYGALVANIZED TITEN HD'S MAY BE USED WITH THESAME PLATE WASHERS AND SPACING SPECIFIED.1'-6"8"5"8"5"SLAB-ON-GRADEPER PLAN#4, TOPFOOTING ANDREINF. PER 1/S602EMBED PER SIMPSON STRONG-TIE 12345678910111213151617181920S602DETAILSDATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS 17021 103RD AVE SE YELM WA, 98597 Nisqually Landing Apartments Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORER E ENIGN 11/12/202111/12/202111/12/2021PERMIT SET11/12/2021B14\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\BLDG B\DETAILS.dwg, 11/15/2021 11:38:45 AM, 1:1 SHEATHING PER 1/S6012x STUD WALL PER PLANCONT. TOP PLATE(SPLICE PER 13/S601)JOISTS PER PLANHEADER PER PLAN(WHERE OCCURS)SHEATHINGPER PLAN2x RIM BOARDDIAPHRAGMBOUNDARY NAILING12d @ 6"ocSHEAR WALL EDGE NAILINGSHEAR WALL EDGE NAILINGSPLICE SHEATHINGSHEATHING PER 1/S6012x STUD WALL PER PLANCONT. TOP PLATE(SPLICE PER 13/S601)JOISTS PER PLANHEADER PER PLAN(WHERE OCCURS)SHEATHINGPER PLAN2x RIM BOARDSHEAR WALL EDGE NAILINGSHEAR WALL EDGE NAILINGSPLICE SHEATHINGSQUASH BLKG UNDERPOSTS/ BUILT UP STUDSABOVE (MATCH AREA)12d @ 6"ocSQUASH BLKG UNDERPOSTS/ BUILT UP STUDSABOVE (MATCH AREA)JOISTS PER PLAN2x STUD WALL PER PLANCONT. TOP PLATE(SPLICE PER 13/S601)JOISTS PER PLANSHEATHING PER PLANFLUSH BEAM PER PLANHANGERS PER PLANGYPCRETE PERPLAN AND ARCH'LGYPCRETE PERPLAN AND ARCH'LDIAPHRAGMBOUNDARY NAILINGGYPCRETE PERPLAN AND ARCH'LGYPCRETE PERPLAN AND ARCH'L2x BLOCKING @48"ocSHEATHING NAILS@ 4"ocSEE 6/S603FOR CALL-OUTSIN COMMONAIR SPACE PER ARCH'L2x RIM BOARDPANEL EDGE NAILINGA35 @ 30"oc (PER 1/S601@ SHEAR WALLS)SHEAR WALL EDGE NAILINGSHEATHING PER 1/S601@ SHEAR WALLS(WHERE OCCURS)SEE 7/S603FOR CALL-OUTSIN COMMONAIR SPACE PER ARCH'L2x RIM BOARDSHEATHING PER 1/S601@ SHEAR WALLS(WHERE OCCURS)SHEAR WALL EDGE NAILING2x STUD WALL PER PLAN(2x6 WALL WHERE OCCURS)GYPCRETE PERPLAN AND ARCH'LSHEAR WALL ABOVE(WHERE OCCURS)12d @ 6"oc (FACENAIL PER1/S601 @ SHEAR WALLS)PANEL EDGE NAILINGGYPCRETE PERPLAN AND ARCH'LSHEAR WALL ABOVE(WHERE OCCURS)12d @ 6"oc (FACENAIL PER1/S601 @ SHEAR WALLS)2x STUD WALL PER PLAN(2x6 WALL WHERE OCCURS)A35 @ 30"oc (PER 1/S601@ SHEAR WALLS)JOISTS PER PLANFLUSH BEAM PERPLANSHEAR WALL EDGE NAILINGSHEATHING PER 1/S6012x STUD WALL PER PLANSHEATHINGPER PLANDIAPHRAGM BOUNDARYNAILINGFACENAIL PER 1/S601GYPCRETE PERPLAN AND ARCH'LDECK JOISTSPER PLANSHEATHING PER PLANFLUSH BEAM PER PLANHANGERS PER PLANCONC. TOPPING PERPLAN AND ARCH'LDIAPHRAGMBOUNDARY NAILINGGUARDRAIL &CONN. BY OTHERSJOISTS ANDDIRECTIONPER PLANADD'L 2x12 BLKG112" TYP DIAPHRAGMBOUNDARY NAILINGDECK / LANDINGJOISTS PER PLANHANGERS PER PLAN2x10 LEDGER W/ (2) ROWSSDWS22500DB @ 14"ocSTAGGEREDSEE 6/S603 & 7/S603FOR CALL-OUTSIN COMMON2X BLOCKINGSHEATHINGPER PLANJOISTS PER PLANBOTTOM FLUSH BEAMPER PLANHANGERS PER PLANDIAPHRAGM BOUNDARYNAILING2x4 BLOCKING EA. SIDEW/ 12d FACENAIL @ 6"ocGYPCRETE PERPLAN AND ARCH'LSEE 4/S603 & 5/S603FOR CALL-OUTSIN COMMONDIAPHRAGM BOUNDARYNAILINGSHEATHING PER PLANJOISTS PER PLANFACENAIL PER 1/S6012x4 BLOCKINGHANGERS PER PLANBOTTOM FLUSHBEAM PER PLANHANGER PER TRUSS MFRMONO TRUSSES PER PLAN2x4 BEVELED BLOCKINGw/ (2) 12d @ 6"ocDIAPHRAGM BOUNDARYNAILINGGUARDRAIL &CONN. BY OTHERSLANDING JOISTS ANDHANGERS PER PLANLANDING BEAM PER PLAN4x10 BEAM AT TOP OF GUARDWALL W/ HUCQ410-SDS EA. ENDTO POST PER PLAN IN WALLDIAPHRAGM BOUNDARYNAILING2x8 BEVELED LEDGER W/ (2)ROWS SDWS22400DB SCREWS@ 12"oc, STAGGERED TO BEAMROOF TRUSSES PER PLAN -HOLD BACK TOP CHORDFOR LEDGERHANGERS PER TRUSS MFRGYPCRETE PERPLAN AND ARCH'L(2) ROWS 12d @ 6"oc STAGGERED2x4 BLOCKING W/ 12d@ 6"oc TO BEAMSHEATHE & NAIL GUARDWALLPER P1-6 (SEE 1/S601)CONT. TOP PLATE(SPLICE PER 13/S601)A34 CLIP - TRUSSTO LEDGER123456789101112131415161718DETAILS S603DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS 17021 103RD AVE SE YELM WA, 98597 Nisqually Landing Apartments Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORER E ENIGN 11/12/202111/12/202111/12/2021PERMIT SET11/12/2021B1920\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\BLDG B\DETAILS.dwg, 11/15/2021 11:38:46 AM, 1:1 DIAPHRAGM BOUNDARYNAILING2x VENTED BLOCKINGPANEL EDGE NAILINGTRUSS BLOCKING w/ 12dTOENAILS @ 6"ocDIAPHRAGM BOUNDARYNAILINGPANEL EDGE NAILING1" MIN.1" < d < 11" d > 11"DIAPHRAGM BOUNDARYNAILINGHEADER PER PLAN(WHERE OCCURS)SHEATHING PER PLAN2x STUD WALL PER PLANSHEATHING PER 1/S601@ SHEAR WALLS2x VENTED BLOCKINGTRUSSES PER PLAN(SCISSOR TRUSS WHEREOCCURS AT SIM)CONTINUOUS TOP PLATE(SPLICE PER 13/S601)H1 CLIP EA. TRUSSPANEL EDGE NAILINGHEADER PER PLAN(WHERE OCCURS)2x STUD WALL PER PLANSHEATHING PER 1/S601@ SHEAR WALLSTRUSSES PER PLANCONTINUOUS TOP PLATE(SPLICE PER 13/S601)DIAPHRAGM BOUNDARY NAILINGEND TRUSS w/ STUDS @ 24"ocNOTCHED FOR OUTRIGGERS(DESIGN FOR 15psf WIND LOAD)12d TOENAILS @ 6"oc2x4 OUTRIGGERS @ 24"ocSHEATHING PER PLAN2x4 BRACING @8'-0"OC w/ A34EACH ENDPANEL EDGE NAILINGSHEATHING PER PLAN(2212"x6'-0" ACCESS HOLE)DIAPHRAGM BOUNDARYNAILINGGIRDER TRUSS PER PLANVALLEY OVERFRAMINGPER TRUSS MFR. ORPLAN NOTESTRUSSES PER PLANHANGERS PERTRUSS MFR.BLOCKING:1" < d < 3" - 2x43" < d < 5" - 2x65" < d < 7" - 2x87" < d < 9" - 2x109" < d < 11" - 2x1212d TOENAILS @ 6"ocHEADER PER PLAN(WHERE OCCURS)SHEATHING PER PLAN2x STUD WALL PER PLANSHEATHING PER 1/S601@ SHEAR WALLSFULL DEPTH BEVELED TRUSSBLOCKING w/ 12d TOENAILS@ 6"oc (DRAG LOAD = 160 PLF)TRUSSES PER PLANCONTINUOUS TOP PLATE(SPLICE PER 13/S601)H1 CLIP EA. TRUSSDIAPHRAGM BOUNDARYNAILINGPANEL EDGE NAILING(2) 12d EA ENDGIRDER TRUSS PER PLAN -DROP TOP CHORD 512" FOROUTRIGGERSSEE 17/S604FOR CALL-OUTSIN COMMON(2) 12d EA ENDDIAPHRAGM BOUNDARYNAILING2x6 VENTED BLOCKINGW/ 12d TOENAILS @ 6"ocDIAPHRAGM BOUNDARYNAILING1" MIN.SEE 11/S604FOR CALL-OUTSIN COMMON2x BLK'G BTWN TRUSSESHANGERS PER TRUSS MFR.FLUSH BEAM PER PLANGIRDER TRUSSPER PLANHANGERS PERTRUSS MFR.RAFTERS PER PLANTRUSS MFR. TOPROVIDE SOLIDBLOCKING IN TRUSSFOR RAFTER HANGERSHANGERS PER PLANDIAPHRAGM BOUNDARYNAILINGHANGERS PER PLAN - NOTCHRAFTER FOR BEARING SEATFLUSH BEAM PER PLANRAFTERS PER PLANSHEATHING PER PLAN2x4 VENTED BLOCKINGAIR SPACE PER ARCH'LDIAPHRAGM BOUNDARYNAILINGSHEATHING PER PLAN2x STUD WALL PER PLANTRUSSES PER PLANADD'L TRUSS OVER WALL (STRUTTRUSS WHERE OCCURS PER PLAN)12d TOENAILS @ 6"ocSHEAR WALL EDGE NAILINGSHEATHING PER 1/S601@ SHEAR WALLSSHEATHE TRUSS @ DRAFTSTOP AS REQ'D PER ARCH'LBACKSPAN OUTRIGGERTO VALLEY BOARD2x6 OUTRIGGERS @ 24"ocUNO (ALIGN W/ TRUSSES)3'-6" MAXOVERHANGOVERFRAMINGPER PLAN NOTES(2x4 SUPPORT @48"oc MAX)12346789101114151617181920DETAILS S604DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS 17021 103RD AVE SE YELM WA, 98597 Nisqually Landing Apartments Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORER E ENIGN 11/12/202111/12/202111/12/2021PERMIT SET11/12/2021B5\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\BLDG B\DETAILS.dwg, 11/15/2021 11:38:47 AM, 1:1 P.T. 6x12 DF#1STRINGERSLOPEDDJ1-16SLOPEDDJ1-166x66x61S603SLOPED HU610 (MAX)NO NAIL AT TOP HOLETO LANDINGSLOPED HU610 (MAX)NO NAIL AT TOP HOLETO LANDING514 x912 PSL(TOP FLUSH)P.T. 6x12 DF#1STRINGERSLOPEDDJ1-161S6032x10 LEDGERW/ (3) 12d @ 12"ocPT LD6x6SLOPED HU610 (MAX)NO NAIL AT TOP HOLETO LANDING2x10 LEDGERW/ (3) 12d @ 12"oc2x10 LEDGERW/ (3) 12d @ 12"oc2x10 LEDGERW/ (3) 12d @ 12"oc2x10 LEDGERW/ (3) 12d @ 12"oc2x10 LEDGERW/ (3) 12d @ 12"ocHUC410 TO (2)2x6IN WALL4x10 (DROPPED)LOW ROOFSLOPED BOTT.CHORD TRUSSES@ 24"oc514 x912 PSL(TOP FLUSH)514 x912 PSL(TOP FLUSH)514 x912 PSL(TOP FLUSH)BBBCB2BBBCB2STAIR FRAMING ISMIRRORED ATGRID B6 & B8BBBCB4BBBCB4STAIR FRAMING ISMIRRORED ATGRID B6 & B8PT LD6x6HDR PER S202, TYPHDR PER S203, TYPPT LD6x6PT LD6x6514 x912 PSL(TOP FLUSH)P.T. 6x12 DF#1STRINGERSLOPEDDJ1-161S6032x10 LEDGERW/ (3) 12d @ 12"ocPT LD6x6SLOPED HU610 (MAX)NO NAIL AT TOP HOLETO LANDING2x10 LEDGERW/ (3) 12d @ 12"ocPT LD6x6HDR PER S202, TYPP.T. 6x12 DF#1STRINGERSLOPEDDJ1-16SLOPEDDJ1-161S603SLOPED HU610 (MAX)NO NAIL AT TOP HOLETO LANDINGSLOPED HU610 (MAX)NO NAIL AT TOP HOLETO LANDING2x10 LEDGERW/ (3) 12d @ 12"oc2x10 LEDGERW/ (3) 12d @ 12"ocHUC410 TO (2)2x6IN WALL4x10 (DROPPED)LOW ROOFSLOPED BOTT.CHORD TRUSSES@ 24"oc514 x912 PSL(TOP FLUSH)514 x912 PSL(TOP FLUSH)514 x912 PSL(TOP FLUSH)HDR PER S203, TYPPT LD6x6PT LD6x62x10 LEDGERW/ (3) 12d @ 12"oc2x10 LEDGERW/ (3) 12d @ 12"oc19S60319S603PT LD6x6PT LD6x6PT LD6x6PT LD6x6PT LD6x6PT LD6x6PT LD6x6PT LD6x6PT LD6x6PT LD6x6PT LD(2)2x6P T L D (2 ) 2 x 6 PT LD(2)2x6P T L D (2 ) 2 x 6 PT LD6x6PT LD6x66x66x6FLOOR FRAMING PLAN NOTES:1.Floor Sheathing shall be ¾" thick T&G (Panel Span Rating 48/24) with long dimension perpendicular to supports. Glue Sheathingto all Framing Members and Blocking below with adhesive conforming to A.P.A.Specification AFG-01. Fasten Sheathing toFraming with 0.131"Ø x 212" Nails as follows:At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed SheathingPanel Edges. Fasten Sheathing to Framing and Blocking with 0.131"Ø x 212" Nails as follows:See Drawings for other Sheathing Nailing requirements.2.Floor joists shall be size and spacing shown on plan. Joist layout shown is a visual representation and shall be adjusted forpenetrations as required.3.Allowance has been made for 34" Gypcrete topping at unit floors.WALL FRAMING PLAN NOTES:4.Exterior Walls shall be Shear Wall type P1-4 with 2x6 Studs @ 16"oc, u.o.n.Interior Walls shall be 2x4 Studs @ 16"oc, u.o.n.Where adjacent Shear Walls are in contact, nail studs together per 3/S601. See 1/S601 for special stud requirements at ShearWall types P1-3, P1-2, P2-4, P2-3, and P2-2.5.Headers shall be 4x10 U.O.N. See Detail 18/S601.6.Built-up Stud Groups in Walls supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General StructuralNotes for fastening requirements.Framing, Edges6"ocFraming, Field10"ocBoundaries, Blocking, Struts6"ocFraming, Edges4"ocFraming, Field10"ocBoundaries, Blocking, Struts4"ocLEGENDBEARING OR SHEAR WALL BELOWSHEAR WALL BELOW PER SCHEDULE OF 1/S601BEARING OR SHEAR WALL ABOVEDETAIL CALL-OUTPOST BELOWxxx XXSX.XP1-XPT. LD.BLOCK THRU FLOOR FOR POST ABOVE (MATCH AREA)HEADER PER PLAN NOTE 5HDRFLUSH FRAMED (BOTT. FLUSH W/ BOTT. OF FRAMING)(F)JOIST / BEAM SCHEDULEPLANCALLOUTTYPICAL SPACINGJOIST / BEAM TYPETYPICAL SIMPSONFACE MOUNT HANGERJOISTS DJ1-1616" oc2x10 DF#2LUS28, u.o.n.J1-19.219.2" oc2x12 DF#2LUS210, u.o.n.J1-1616" ocJ1-1212" ocBEAMS 2J1--(2) 2x12 DF#2LUS210-2, u.o.n.B2--4x12 DF#2HU/HUC412 (MAX), u.o.n.B3--512x12 GLBHU/HUC612 (MAX), u.o.n.DB2--4x10 DF#2HU/HUC410 (MAX), u.o.n.DB3--6x10 DF#2HU/HUC610 (MAX), u.o.n.STAIR FRAMING PLANSDATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS 17021 103RD AVE SE YELM WA, 98597 Nisqually Landing Apartments Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORER E ENIGN 11/12/202111/12/202111/12/2021PERMIT SET11/12/2021BS701STAIR 1 - SECOND FLOOR STAIR FRAMING PLANSTAIR 1 - THIRD FLOOR STAIR FRAMING PLANSTAIR 2 - SECOND FLOOR STAIR FRAMING PLANSTAIR 2 - THIRD FLOOR STAIR FRAMING PLAN\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\BLDG B\S701.dwg, 11/15/2021 11:38:55 AM, 1:1