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Home My WebLink About1545 - Avana Ridge - BP - COMBINED DISCIPLINESPROJECT TEAMOWNER: AVANA RIDGE, LLC9675 SE 36TH ST, SUITE 105, MERCER ISLAND, WA 98040ARCHITECT:grouparchitect1735 WESTLAKE AVE N, SUITE 200, SEATTLE, WA 98109CONTACT: BRIAN PALIDAR - (P) 206.365.1230SURVEY:AXIS SURVEY & MAPPING13005 NE 126TH PLACE, KIRKLAND, WA 98034CIVIL:D.R. STRONG CONSULTING ENGINEERS620 7TH AVE, KIRKLAND, WA 98033CONTACT: MAHER JOUDI, PE (P) 425.827.3063LANDSCAPE:the LA studio LLC15200 52nd AVE S, SUITE 210, SEATTLE, WA 98188CONTACT: MEL EASTER, PLA, ASLA (P) 206.204.0507WETLAND:SEWALL WETLAND CONSULTING, INC.PO Box 880, FALL CITY, WA 98024CONTACT: ED SEWALL (P) 256.859.0515PERMIT TYPEPERMIT #DATE OF SUBMITTALMASTER USE PERMIT3012667APRIL 17, 2012BLDG PERMIT 6372508AUGUST 8, 2013DEMOLITION PERMIT (1819)6377627AUGUST 8, 2013DEMOLITION PERMIT (1823)6377628AUGUST 8, 2013PLANNED URBAN DEVELOPMENTFINAL PLANNED URBAN DEVELOPMENTLOT LINE ADJUSTMENTBUILDING PERMITPEDESTRIAN BRIDGE PERMITSITE DEVELOPMENT PERMITLIST OF PERMITS© 2014 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNED URBAN DEVELOPMENTBUILDING PERMIT12/29/1512/29/15AVANA RIDGE APARTMENTS10616 SE 172nd STREET, RENTON, WA 98055SHEET INDEXDECEMBER 29, 2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:48:45 PMBUILDINGPERMIT COVERSHEETG0.01545BJPLVO / WEL12/29/15BUILDING PERMITBUILDING PERMITA2.42-E 12/29/15 EAST BUILDING - LIGHTING & RCP PLAN - LEVEL 2A2.43-E 12/29/15 EAST BUILDING - LIGHTING & RCP PLAN - LEVEL 3A2.44-E 12/29/15 EAST BUILDING - LIGHTING & RCP PLAN - LEVEL 4A2.51-E 12/29/15 ENLARGED COMMON AREA PLANS & ELEVS.A2.52-E 12/29/15 ENLARGED COMMON AREA PLANS & ELEVS.A2.61 12/29/15 ENLARGED UNIT & SOFFIT / SOFFIT PLANSA2.62 12/29/15 ENLARGED UNIT & SOFFIT / SOFFIT PLANSA2.63 12/29/15 ENLARGED UNIT & SOFFIT / SOFFIT PLANSA2.64 12/29/15 ENLARGED UNIT & SOFFIT / SOFFIT PLANS - TYPE AA3.01 12/29/15 OVERALL PROJECT ELEVATIONSA3.10-E 12/29/15 EAST BUILDING ELEVATIONSA3.11-E 12/29/15 EAST BUILDING ELEVATIONSA3.20-W 12/29/15 WEST BUILDING ELEVATIONSA3.21-W 12/29/15 WEST BUILDING ELEVATIONSA4.01 12/29/15 SITE SECTIONSA4.10-W 12/29/15 WEST BUILDING SECTIONSA4.20-E 12/29/15 EAST BUILDING SECTIONSA5.02 12/29/15 UNIT CASEWORK ELEVATIONSA5.10 12/29/15 CASEWORK DETAILSA6.01 12/29/15 WINDOW SCHEDULE & ELEVATIONSA6.02-W 12/29/15 DOOR SCHEDULE - COMMON AREA - WESTA6.04 12/29/15 DOOR SCHEDULE - UNITSA6.71 12/29/15 DETAILS - WINDOWSA6.81 12/29/15 DETAILS - DOORSA7.01-E 12/29/15 STAIRS - STAIR E1 + E2 - DETAIL PLANS / SECTIONA7.01-W 12/29/15 STAIRS - STAIR W1 + W2 - DETAIL PLANS / SECTIONA7.02-E 12/29/15 EAST ELEVATOR - DETAIL PLANS / SECTIONA7.02-W 12/29/15 WEST ELEVATOR - DETAIL PLANS / SECTIONA7.91 12/29/15 DETAILS - STAIR / ELEVATORA8.22 12/29/15 DETAILS - ENVELOPE / INTERIOR CONSTRUCTIONA8.31 12/29/15 DETAILS - ROOFA8.51 12/29/15 DETAILS - RAILINGS / DECKSA8.61 12/29/15 DETAILS - MECHANICAL / ACCOUSTICSA8.71 12/29/15 DETAILS - INTERIOR FINISHES / SIGNAGEA8.81 12/29/15 DETAILS - ACCESSIBILITYA8.92 12/29/15 DETAILS - MISCELLANEOUS INTERIORSA9.01 12/29/15 ASSEMBLY DETAILS06 - STRUCTURALS1.1 12/29/15 GENERAL STRUCTURAL NOTESS1.2 12/29/15 GENERAL STRUCTURAL NOTESS2.1 12/29/15 FOUNDATION PLAN (WEST BUILDING)S2.2 12/29/15 LEVEL 2 FRAMING PLAN (WEST BUILDING)S2.3 12/29/15 LEVEL 3 FRAMING PLAN (WEST BUILDING)S2.4 12/29/15 LEVEL 4 FRAMING PLAN (WEST BUILDING)S2.5 12/29/15 LEVEL 5 FRAMING PLAN (WEST BUILDING)S2.6 12/29/15 ROOF FRAMING PLAN (WEST BUILDING)S2.11 12/29/15 FOUNDATION PLAN (EAST BUILDING)S2.12 12/29/15 LEVEL 2 FRAMING PLAN (EAST BUILDING)S2.13 12/29/15 LEVEL 3 FRAMING PLAN (EAST BUILDING)S2.14 12/29/15 LEVEL 4 FRAMING PLAN (EAST BUILDING)S2.15 12/29/15 LEVEL 5 FRAMING PLAN (EAST BUILDING)S2.16 12/29/15 ROOF FRAMING PLAN (EAST BUILDING)S3.1 12/29/15 TYP CONC SECTIONS & DETAILSS3.2 12/29/15 TYP CONC SECTIONS & DETAILSS4.1 12/29/15 TYP WOOD SECTIONS & DETAILSS4.2 12/29/15 TYP WOOD SECTIONS & DETAILSS4.3 12/29/15 TYP WOOD SECTIONS & DETAILSS5.1 12/29/15 TYP STEEL SECTIONS & DETAILS00 - GENERALG0.00 12/29/15 COVER SHEETG0.01 12/29/15 GENERAL ARCHITECTURAL NOTES AND SPECIFICATIONSG0.02 12/29/15 GENERAL ARCHITECTURAL NOTES AND SPECIFICATIONS01a - WETLANDW.1 12/29/15 UPDATE PER PROJECTW.2 12/29/15 UPDATE PER PROJECTW.3 12/29/15 UPDATE PER PROJECTW.4 12/29/15 UPDATE PER PROJECTW.5 12/29/15 UPDATE PER PROJECT02 - CIVILC01 12/29/15 COVER SHEETC02 12/29/15 EXISTING TOPOC03 12/29/15 HORIZONTAL CONTROL PLANC04 12/29/15 TREE RETENTION PLANC05 12/29/15 TREE RETENTION TABLEC06 12/29/15 CLEARING AND TESC PLANC07 12/29/15 TESC NOTES AND DETAILSC08 12/29/15 GRADING PLANC09 12/29/15 ROAD AND STORM DRAINAGE PLANC10 12/29/15 EAST/WEST DRIVEWAY ROAD AND STORM PROFILEC12 12/29/15 STORM DRAINAGE DETAILS03- LANDSCAPEL10 12/29/15 SITE DETAILSL11 12/29/15 LANDSCAPE PLANL12 12/29/15 LANDSCAPE DETAILS, NOTES, & PLANT LISTL20 12/29/15 IRRIGATION PLANL21 12/29/15 IRRIGATION PLANL22 12/29/15 IRRIGATION DETAILSL23 12/29/15 IRRIGATION DETAILS, LEGEND, & NOTES04 - ARCHITECTURALA0.00 12/29/15 PROJECT AREA SUMMARYA0.03 12/29/15 ZONING CODE CALCULATIONSA0.04 12/29/15 BUILDING CODE CALCULATIONSA0.06 12/29/15 ZONING CODE COMPLIANCE - WEST BUILDINGA0.07 12/29/15 ZONING CODE COMPLIANCE - EAST BUILDINGA0.08 12/29/15 REFUSE/RECYCLE ENCLOSURE DETAILSA0.10 12/29/15 ENERGY CALCULATIONSA1.00 12/29/15 ARCHITECTURAL SITE PLANA2.00 12/29/15 GRID PLANA2.01-W 12/29/15 WEST BUILDING - LEVEL 1 FLOOR PLANA2.01a 12/29/15 SLAB EDGE / CONCRETE LAYOUT PLAN - LEVEL 1A2.02-W 12/29/15 WEST BUILDING - LEVEL 2 FLOOR PLANA2.02a 12/29/15 SLAB EDGE / CONCRETE LAYOUT PLAN - LEVEL 2A2.03-W 12/29/15 WEST BUILDING - LEVEL 3 FLOOR PLANA2.04-W 12/29/15 WEST BUILDING - LEVEL 4 FLOOR PLANA2.05-W 12/29/15 WEST BUILDING - LEVEL 5 FLOOR PLANA2.06-W 12/29/15 WEST BUILDING - ROOF PLANA2.11-W 12/29/15 WEST BUILDING - LIGHTING & RCP PLAN - LEVEL 1A2.12-W 12/29/15 WEST BUILDING - LIGHTING & RCP PLAN - LEVEL 2A2.13-W 12/29/15 WEST BUILDING - LIGHTING & RCP PLAN - LEVEL 3A2.14-W 12/29/15 WEST BUILDING - LIGHTING & RCP PLAN - LEVEL 4A2.15-W 12/29/15 WEST BUILDING - LIGHTING & RCP PLAN - LEVEL 5A2.21-W 12/29/15 ENLARGED COMMON AREA PLANS & ELEVS.A2.22-W 12/29/15 ENLARGED COMMON AREA PLANS & ELEVS.A2.23-W 12/29/15 ENLARGED COMMON AREA PLANS & ELEVS.A2.31-E 12/29/15 EAST BUILDING - LEVEL 1 FLOOR PLANA2.32-E 12/29/15 EAST BUILDING - LEVEL 2 FLOOR PLANA2.33-E 12/29/15 EAST BUILDING - LEVEL 3 FLOOR PLANA2.34-E 12/29/15 EAST BUILDING - LEVEL 4 FLOOR PLANA2.35-E 12/29/15 EAST BUILDING - LEVEL 5 FLOOR PLANA2.36-E 12/29/15 EAST BUILDING - ROOF PLANA2.41-E 12/29/15 EAST BUILDING - LIGHTING & RCP PLAN - LEVEL 1 1. PRE-CONSTRUCTION MEETING: PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, THECONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE AUTHORITY HAVINGJURISDICTION AND/OR LOCAL PUBLIC WORKS DEPARTMENT. VERIFY WHICH AGENCY WOULD BE INVOLVED.DURING THIS MEETING THE CONTRACTOR SHALL PROVIDE LOCAL INSPECTOR WITH A PROPOSEDCONSTRUCTION SCHEDULE. THE CONTRACTORS AND LOCAL INSPECTOR WILL THEN TENTATIVELYSCHEDULE SEVERAL PHASED INSPECTIONS.2. CODES/ PERMITS/ REGULATIONS: WORK NOT PART OF THE WORK OF THE PERMIT AND TO BE PERFORMEDUNDER SEPARATE PERMITS INCLUDES, BUT IS NOT LIMITED TO: MECHANICAL/ ELECTRICAL WORK.CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY, OTHER THAN THE BUILDING PERMIT.HE SHALL ALSO PAY FOR ALL OTHER CHARGES, FEES OR COSTS CHARGED BY THE BUILDING ANDCONSRUCTION DEPARTMENTS, UTILITY AGENCIES, OR PRIVATE COMPANIES WHICH REQUIRE SUCH COSTSFOR, OR PRIOR TO INSTALLATIONS.NOTHING IN THE DRAWINGS SHALL BE CONSTRUED TO PERMIT AN INSTALLATION IN VIOLATION OFAPPLICABLE CODES AND/OR RESTRICTIONS. SHOULD ANY CHANGE IN THE DRAWINGS BE NECESARY INORDER TO COMPLY WITH APPLICABLE CODES AND/OR REQUIREMENTS, THE CONTRACTOR SHALL NOTIFYTHE OWNER'S REPRESENTATIVE AT ONCE AND CEASE WORK ON ALL PARTS OF THE CONTRACT WHICH AREAFFECTED. THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITHTHE LATEST RULES, REGULATIONS, RESTRICTIONS, REQUIREMENTS, AND CODES.ALL WORK AS SHOWN ON THE CONSTRUCTION DOCUMENTS IS PER THE APPLICABLE CODES ANDAMENDMENTS INDICATED ON THE PLANS. IT IS THE INTENT OF THESE DOCUMENTS TO COMPLY THERETO.WORK PERFORMED IN VIOLATION OF APPLICABLE CODES OR ORDINANANCES SHALL BE CORRECTED AT NOEXPENSE TO THE OWNER.3. SHOP DRAWINGS: PROVIDE SHOP DRAWINGS FOR THE OWNER'S REPRESENTATIVE'S APPROVAL AND ASREQUIRED BY THE AUTHORITY HAVING JURISDICTION PRIOR TO CONSTRUCTION.4. SPECIAL INSPECTIONS: OWNER TO NOMINATE A TESTING LAB FOR SPECIAL INSPECTIONS AS REQUIREDBY THE AUTHORITY HAVING JURISDICTION. A SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHOSHALL SHOW COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL FOR THE PARTICULAROPERATION. ALL INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT WITH THEPROJECT NAME AND ADDRESS. IBC SECT 1701. SPECIAL INSPECTIONS SCHEDULE OF ITEMS SHALL BEVERIFIED BY JURISDICTION AT THE TIME OF APPOINTMENT OF THE SPECIAL INSPECTOR.5. FIELD CHANGES: ALL CONSTRUCTION ADDENDA, CHANGE ORDERS OR DESIGN CLARIFICATIONS SHALL BESUBMITTED TO THE FIELD INSPECTOR AND/OR THE BUILDING DEPARTMENT OFFICE STAFF FOR REVIEW ANDAPPROVAL PRIOR TO CONSTRUCTION IN THE FIELD.6. PRODUCTS FURNISHED BY OWNER (FIO) : CONTRACTOR TO VERIFY AND CONFIRM AND COORDINATE ALLFIO PRODUCTS PRIOR TO COMMENCEMENT OF WORK.7. ROOFING AND WATERPROOFING INSPECTION SERVICES: CONTRACTOR TO COORDINATE WITH OWNER'SDESIGNATED ROOFING AND WATERPROOFING INSPECTION AGENCY (ENVELOPE CONSULTANT TYPICALLYUNLESS OTHERWISE DESIGNATED BY OWNER) AS REQUIRED. CONTRACTOR IS RESPONSIBLE FORCOORDINATING THE WORK SCHEDULE AND SEQUENCING WITH THE ROOFING AND WATERPROOFINGINSPECTION AGENCY SUCH AT THE WORK MAY BE INSPECTED AND DEFICIENCIES REMEDIED IN A TIMELYAND WORKMANLIKE MANNER IN CONFORMANCE WITH THE ENVELOPE DRAWINGS.GENERAL ARCHITECTURAL NOTES & SPECIFICATIONS2012 INTERNATIONAL BUILDING CODEDIVISION 01 GENERAL REQUIREMENTS1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK.2. CONTRACTOR TO VERIFY ALL EXISTING TREES, VEGETATION, BUILDINGS, WATER BODIES, AND OTHERELEMENTS WHICH REQUIRE PROTECTION DURING CONSTRUCTION OF THE PROJECT. WHERE REQUIREDIN THE DRAWINGS OR BY AUTHORITY HAVING JURISDICTION, CONTRACTOR SHALL PROTECT THESEELEMENTS IN ACCORDANCE WITH APPLICABLE LAWS AND STANDARDS.DIVISION 02 EXISTING CONDITIONS1. ALL CONCRETE FINISH TO BE SACK AND GRIND WITH A CLEAR SEALER, U.O.N.2. PROVIDE BENTONITE WATERSTOPS AT BELOW GRADE AND EXPOSED CONCRETE JOINTS U.O.N. ONENVELOPE DRAWINGS.3. ALL CONCRETE FLATWORK TO BE BROOM FINISH U.O.N. ALL ELEVATED POST-TENSIONED CONCRETEDECKS TO BE BULL-FLOAT FINISH U.O.N.4. CHAMFER EXTERNAL CORNERS ON EXPOSED EXTERIOR CONCRETE 3/4", EXCEPT WHERE FLUSH WALLSARE DETAILED TO ABUT AND WHERE SURFACES ARE INDICATED TO BE OTHERWISE FINISHED.5. FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE DAMP-PROOFED ONTHE OUTSIDE BY APPROVED METHODS AND MATERIALS. (IBC 1402.4)6. FOUNDATION ELEVATION HEIGHT TO BE SUFFICIENT TO ALLOW ADEQUATE SLOPE OF DRAINAGE AWAYFROM THE FOUNDATION.7. CONTRACTOR TO COORDINATE ALL PT DECK / SLAB ON GRADE PENETRATIONS w/ M-E-PSUBCONTRACTORS AS REQUIRED PRIOR TO CONCRETE PLACEMENT.DIVISION 03 CONCRETETBDDIVISION 04 MASONRY1. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS.2. UNLESS OTHERWISE NOTED, ALL METAL FABRICATIONS TO BE POWDER-COATED FINISH, COLOR BYARCHITECT. PROVIDE COLOR SAMPLES FOR ARCHITECT'S APPROVAL.DIVISION 05 METALS1. ALL WOOD AT EXTERIOR WALLS IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED (IBC 2304.11).INTERIOR WALLS BEARING ON ELEVATED POST-TENSIONED CONCRETE DECKS ARE NOT REQUIRED TO BETREATED.2. NON-BEARING WOOD STUDS IN TYPE IA/IB CONSTRUCTION TO BE FIRE-TREATED (IBC 602.1).3. PROVIDE WOOD BACKING, FURRING, STRIPPING, OR BLOCKING REQUIRED FOR INSTALLATION ANDATTACHMENT OF WORK OF ALL OTHER TRADES.4. CONTRACTOR WILL INCLUDE TRUSS DETAILS AND ENGINEERING PRIOR TO FRAMING INSPECTION.TRUSSES TO BE DESIGNED AND STAMPED BY AN APPROVED STATE OF WASHINGTON LICENSED ENGINEER.5. TRUSSES SHALL BE BLOCKED AT BEARING POINTS.6. ROOF RAFTERS AND CEILING JOISTS SHALL BE SUPPORTED LATERALLY TO PREVENT ROTATION ANDLATERAL DISPLACEMENT7. ROOF SHEATHING SHALL BE IN ACCORDANCE WITH IBC CHAPTER 23.8. AS A FORMALDEHYDE REDUCTION MEASURE, ALL STRUCTURAL COMPONENTS SUCH AS PLYWOOD,PARTICLE BOARD, WAFER BOARD AND OSB SHALL BE IDENTIFIED AS 'EXPOSURE 1', 'EXTERIOR', OR 'HUD-APPROVED'.DIVISION 06 WOOD, PLASTICS, AND COMPOSITES1. SEE WINDOW ELEVATIONS AND SCHEDULE SHEETS (IF PROVIDED) FOR ADDITIONAL NOTES ANDREQUIREMENTS FOR WINDOWS.2. SEE DOOR ELEVATION AND SCHEDULE SHEETS (IF PROVIDED) FOR ADDITIONAL NOTES ANDREQUIREMENTS FOR DOORS.3. SEE STOREFRONT ELEVATION SHEETS (IF PROVIDED) FOR ADDITIONAL NOTES AND REQUIREMENTS FORSTOREFRONT OPENINGS AND ARCHITECTURAL LOUVERS.4. SEE HARDWARE SCHEDULE BY ARCHITECT (IF PROVIDED) FOR DOOR HARDWARE.5. WINDOWS WITHIN 10' OF GRADE TO BE PROVIDED WITH LATCHING DEVICES.6. U-FACTORS FOR DOORS AND WINDOWS, INCLUDING STOREFRONTS, FIRE DOORS, AND OTHER TYPES OFOPENINGS, SHALL BE ASSIGNED DEFAULT U-FACTORS PER ENERGY CODE UNLESS A COMPONENT HASBEEN CERTIFIED AND LABELED IN ACCORDANCE WITH THE NFRC.7. PROVIDE ROOF ACCESS HATCH IN ACCORDANCE WITH IBC WHERE NOTED ON PLANS.8. WHERE REQUIRED, DOORS OPENING INTO REQUIRED FIRE-RESISTIVE CORRIDORS SHALL BE PROTECTEDWITH A SELF-CLOSING SMOKE AND DRAFT CONTROL ASSEMBLY HAVING A RATING & S LABEL INACCORDANCE WITH WALL ASSEMBLY.DIVISION 08 OPENINGS1. SEE FINISH SCHEDULE BY ARCHITECT (IF PROVIDED) FOR PAINT, CARPET, TILE, FLOORING, LAMINATE,RUBBER BASE, AND WOOD FLOORING.2. PROVIDE WALL / CEILING FINISHES IN ACCORDANCE WITH IBC 803.1.1 AS FOLLOWS:CONDITIONCLASS ACLASS BCLASS CFLAME SPREAD 0-25 26-75 76-200SMOKE-DEVELOPED 0-450 0-450 0-4503. FINISHES OTHER THAN TEXTILES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE WITH NFPA 286 ANDIBC 803.1.2.1.4. WHERE MATERIALS ARE APPLIED ON WALLS, CEILINGS, OR STRUCTURAL ELEMENTS ARE REQUIRED TO HAVEA FIRE-RESISTANCE RATING, OR BE OF NON-COMBUSTIVE CONSTRUCTION, THEY SHALL COMPLY WITH IBC803.11.5. PROVIDE WALL / CEILING FINISHES IN ACCORDANCE WITH IBC TABLE 803.9 AS FOLLOWS:OCCUPANCY:USE:EXITSCORRIDORSROOMSB CLASS B CLASS C CLASS CR-2 CLASS C CLASS C CLASS CS CLASS C CLASS C CLASS C6. INTERIOR FLOOR FINISHES AND FLOOR COVERINGS REQUIRED BY IBC 804.4.1 TO BE OF CLASS I OR CLASS IIMATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 253.7. COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION INSTALLED ON, OR EMBEDDED IN, FLOORS ARETO COMPLY WITH 805.1.1 THROUGH 805.1.3.8. IN OTHER THAN DWELLING UNITS, TOILET AND BATHING ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NON-ABSORBENT SURFACE THAT EXTENDS 4 INCHES UP THE WALL. IBC 1210.1.9. WALLS WITHIN 2 FT OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NON-ABSORBENTSURFACE UP TO 4 FEET (48 IN). MATERIALS IN SUCH WALLS, OTHER THAN STRUCTURAL MEMBERS, SHALL NOTBE ADVERSELY AFFECTED BY MOISTURE.10. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BEFINISHED WITH A SMOOTH, HARD, NON-ABSORBENT SURFACE TO A HEIGHT OF 70 INCHES MIN ABOVE THEDRAIN INLET.11. CARPETS AND FIBEROUS FLOORING MATERIALS THROUGHOUT SHALL COMPLY WITH THE DOC FF-1 'PILLTEST' (CPSC 6 CFR, PART 1630). (IBC 804)12. UNLESS OTHERWISE NOTED ON PLANS, GWB FINISH TO BE LEVEL 4, SMOOTH WALL.DIVISION 09 FINISHES1. PROVIDE DIRECTORIES AT BUILDING ENTRIES PER PLANS. UNLESS OTHERWISE NOTED ON PLANS,PROVIDE LED SCROLLING-STYLE DIRECTORY.2. BUILDING SIGNAGE: INTERIOR, EXTERIOR, AND MONUMENT SIGNAGE DESIGN BY OWNER. CONTRACTORTO COORDINATE LOCATIONS, POWER REQUIREMENTS, AND SIGN MOUNTING REQUIREMENTS PRIOR TOOWNER'S INSTALLATION.3. SEE ACCESSORIES SCHEDULE BY ARCHITECT (IF PROVIDED) FOR SELECTED DWELLING UNIT ANDCOMMON AREA ACCESSORIES.4. SEE ARCHITECTUAL PLANS FOR POSTAL SERVICE SPECIALITES AND REQUIRED SIZES.5. WARDROBE AND CLOSET SYSTEMS TO BE VINYL-COATED WIRE-RACK STYLE UNLESS OTHERWISENOTED ON DRAWINGS OR IN PROJECT SPECIFICATIONS.6. FIRE EXTINGUISHERS WITH A MINIMUM 2-A RATING SHALL BE LOCATED WHERE SHOWN ON PLANS, SUCHTHAT NO AREA IN THE BUILDING IS MORE THAN 75 FEET TRAVEL DISTANCE FROM A FIRE ESTINGUISHER.THE FIRE EXTINGUISHERS SHALL BE LOCATED IN CONSPICUOUS LOCATIONS ALONG NORMAL PATHS OFTRAVEL. THEY SHALL NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. IN RESIDENTIAL CORRIDORS,FIRE EXTINGUISHERS SHALL BE HOUSED IN UNLOCKED CABINETS. IN GARAGES, FIRE EXTINGUISHERSSHALL BE MOUNTED ON SECURE HANGERS OR BRACKETS. (IFC 906)7. UNLESS OTHERWISE NOTED ON PLANS, RECESS MOUNT FIRE EXTINGUISHERS / CABINETS ATRESIDENTIAL COMMON AREAS AND CORRIDORS. SURFACE-MOUNTED CABINETS AT GARAGES ANDUNHEATED SPACES ALLOWED U.O.N.DIVISION 10 SPECIALTIES1. SEE RESIDENTIAL APPLIANCE SCHEDULE BY ARCHITECT (IF PROVIDED) FOR SELECTED DWELLING UNITAND COMMON AREA APPLIANCES.2. PROVIDE FACILITY WASTE COMPACTOR PER PLANS. CONTRACTOR TO COORDINATE WITH OWNER /ARCHITECT FOR REQUIRED NUMBER OF DUMPSTERS TO BE PROVIDED AT TIME OF OCCUPANCY.DIVISION 11EQUIPMENT1. PROVIDE ONE-INCH HORIZONTAL LOUVER BLINDS AT ALL DWELLING UNIT WINDOWS UNLESS OTHERWISENOTED. PROVIDE VERTICAL LOUVER BLINDS AT LIVE-WORK, SLIDING GLASS DOORS, AND OTHER PASSAGEOPENINGS.2. SEE FINISH SCHEDULE BY ARCHITECT (IF PROVIDED) FOR SELECTED SOLID AND COMPOSITE SURFACECOUNTERTOPS.3. SEE FURNISHINGS SCHEDULE BY ARCHITECT (IF PROVIDED) FOR SELECTED FURNISHINGS TO BE PROVIDEDON PROJECT.4. SEE PLANS OR SUPPLEMENTAL SPECIFICATIONS FOR BICYCLE RACKS AND STORAGE EQUIPMENT.DIVISION 12 FURNISHINGS1. SEE ARCHITECTURAL PLAN SHEETS FOR ELEVATOR DETAILS AND SUPPLEMENTARY INFORMATION.2. PROVIDE MINIMUM REQUIRED CLEARANCES FOR STRETCHER PER IBC 3002.4.3. PROVIDE FACILITY WASTE AND RECYCLING CHUTES PER PLANS.4. ALL ELEVATOR OPENINGS SHALL BE CERTIFIED BY THE ELEVATOR SUBCONTRACTOR PRIOR TOFORMING. IF MODIFICATIONS ARE REQUIRED, THE CONTRACTOR SHALL BRING SUCH MODIFICATIONS TOTHE ATTENTION OF THE ARCHITECT AND OWNER PRIOR TO PROCEEDING WITH THE WORK.DIVISION 13 SPECIAL CONSTRUCTIONNO WORK THIS DIVISIONDIVISION 14 CONVEYING SYSTEMS1. FIRE SUPPRESSION SYSTEM TO BE BIDDER-DESIGNED BY OTHERS.2. SEE ARCHITECTURAL FOR REQUIRED SYSTEM TYPES / EXTENTS AS WELL AS ASSOCIATED DESIGNDETAILS FOR CLARIFICATION OF EXTENTS OF REQUIRED HEAD PLACEMENT. WHERE REQUIRED, THE FIREDETECTION, AND ALARM SYSTEM SHALL MEET THE REQUIREMENTS OF THE INTERNATIONAL BUILDINGCODE AND AS SPECIFIED IN THE INTERNATIONAL FIRE CODE.3. WHERE REQUIRED ON PLANS, AN AUTOMATIC SPRINKLER SYSTEM MEETING THE REQUIREMENTS OFSECTION 903.3.1.1 FOR NFPA 13 SPRINKLER SYSTEMS SHALL BE INSTALLED THROUGHOUT UNLESSOTHERWISE NOTED ON PLANS. QUICK RESPONSE SPRINKLERS SHALL BE INSTALLED IN ALL DWELLINGUNITS. SPRINKLER SYSTEMS PROTECTING DWELLING UNITS SHALL BE WET PIPE SYSTEMS PER IBC903.3.4. FIRE HOSE THREADS USED IN CONJUNCTION WITH AUTOMATIC SPRINKLER SYSTEMS AND STANDPIPESYSTEMS SHALL SHALL BE COMPATIBLE WITH FIRE DEPARTMENT HOSE THREADS. (IBC 903.3.6 & 905.1).5. STANDPIPE SYTSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 905 NFPA 14, AND RULESPROMULGATED BY THE BUILDING AND FIRE OFFICIALS.6. CLASS ONE STANDPIPES SHALL BE PROVIDED THROUGHOUT, HOSE CONNECTIONS SHALL BE PROVIDEDIN THE FOLLOWING LOCATIONS: AT EACH INTERMEDIATE LEVEL BETWEEN FLOORS IN EVERY STAIRWAY;AT EACH SIDE OF THE WALL ADJACENT TO HORIZONTAL EXIT OPENING; IN EVERY EXIT PASSAGEWAY ATTHE ENTRANCE INTO OTHER PARTS OF THE BUILDING; ON THE ROOF ADJACENT TO STAIR OPENINGS; ONTHE ROOF AT LEAST 10 FEET FROM THE EDGE; OTHER REMOTE LOCATIONS AS SPECIFIED IN IBC 905.4.STANDPIPE LOCATIONS SHALL BE VERIFIED WITH THE BUILDING AND FIRE CODE OFFICIALS PRIOR TOINSTALLATION.7. STANDPIPES SHALL BE INTERCONECTED IN ACCORDANCE WITH NFPA 14. (IBC 905.4.2)8. THE OWNER SHALL BE RESPONSIBLE FOR PRODUCING A FIRE EMERGENCY GUIDE. THE GUIDE SHALLDESCRIBE THE LOCATION, FUNCTION AND USE OF FIRE PROTECTION EQUIPMENT AND APPLIANCESACCESSIBLE TO RESIDENTS, INCLUDING FIRE ALARM SYSTEMS, SMOKE ALARMS, AND PORTABLE FIREEXTINGUISHERS. THE GUIDE SHALL ALSO INCLUDE AN EMERGENCY EVACUATION PLAN FOR EACHDWELLING UNIT. THE EMERGENCY GUIDE SHALL BE REVIEWED AND APPROVED BY THE FIRE CODECOUNCIL. A COPY OF THE EMERGENCY GUIDE SHALL BE GIVEN TO EACH TENANT PRIOR TO INITIALOCCUPANCY. (IBC 1001.4)8. WHERE REQUIRED ON PLANS, A SINGLE, MANUAL AND AUTOMATIC FIRE ALARM SYSTEM SHALL BEDESIGNED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH REQIREMENTS OF IFC SECTION 907 ANDNFPA 72.9. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: ON THE CEILING OR WALLOUTSIDE OF EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS; IN EACHROOM USED FOR SLEEPING PURPOSES; IN EACH STORY WITHIN A DWELLING UNIT. SMOKE ALARMSWITHIN EACH INDIVIDUAL UNIT SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARMWILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT. (IFC 907.2.10). SMOKE ALARMS SHALL BEPOWERED BY THE BUILDING'S WIRING AND ALSO BE EQUIPPED WITH A BATTERY BACKUP.10. MANUAL FIRE ALARM BOXES SHALL BE LOCATED NOT MORE THAN 5 FEET FROM THE ENTRANCE TOEACH EXIT AT EVERY FLOOR LEVEL. THE TRAVEL DISTANCE TO THE NEAREST BOX SHALL NOT EXCEED200 FEET. THE HEIGHT TO THE ACTIVATING HANDLE OR LEVER OF THE BOX SHALL BE BETWEEN 42 AND48 INCHES ABOVE THE FLOOR. (IFC 907.4.2.1).11. ANNUNCIATION PANELS SHALL BE LOCATED INSIDE THE BUILDING AT THE MAIN ENTRANCE. ALARMPANELS AND ANNUNCIATORS SHALL NOT OBSTRUCT EXITING. (IFC 907)12. VISIBLE ALARM NOTIFICATION APPLIANCES SHALL BE PROVIDED IN ALL PUBLIC AND COMMON AREAS.ALL DWELLING UNITS SHALL BE PROVIDED WITH THE CAPABILITY TO SUPPORT VISIBLE ALARMNOTIFICATION IN ACCORDANCE WITH ICC / ANSI 117.1. AUDIBLE ALARM NOTIFICATION SYSTEMS SHALLHAVE A DISTINCT SOUND AND SHALL BE LOUD ENOUGH TO PROVIDE A SOUND-PRESSURE LEVEL AT LEAST15 DECIBALS (DBA) ABOVE THE AMBIENT SOUND OR 5 DBA ABOVE THE MAXIMUM SOUND LEVEL. (IBC907.10)DIVISION 21FIRE SUPPRESSION1. PLUMBING SYSTEM TO BE BIDDER-DESIGNED BY OTHERS.2. SEE PLUMBING SCHEDULE BY ARCHITECT (IF PROVIDED) FOR SELECTED FIXTURES.3. PLUMBING SUBCONTRACTOR TO COORDINATE SLAB / PT DECK PENETRATIONS WITH CONTRACTORPRIOR TO CONCRETE PLACEMENT.4. SHOWERS AND LAVATORIES SHALL BE EQUIPPED WITH FLOR CONTROL DEVICES THAT LIMIT TOTALWATER FLOW RATE TO 2.5 GALLONS / MIN PER ENERGY CODE, AS MEASURED WITH BOTH HOT AND COLDFAUCETS TURNED ON TO THEIR MAX FLOW RATE.DIVISION 22PLUMBING1. ALL MECHANICAL SYSTEMS TO BE BIDDER-DESIGNED BY OTHERS.2. PROVIDE MECHANICAL VENTILATION SYSTEM FOR ENCLOSED PARKING GARAGES WHERE NOTED ONPLANS PER IMC 406.4.2.3. PROVIDE CORRIDOR VENTILATION / PRESSURIZATION WHERE NOTED ON PLANS PER IMC 403.3.4. PROVIDE ELEVATOR HOISTWAY PRESSURIZATION WHERE NOTED ON PLANS PER IBC 909.21.1.5. PROVIDE MECHANICAL VENTILATION FOR ACCESSORY ROOMS SUCH AS REFUSE / RECYCLE STORAGEAND COLLECTION ROOMS PER IMC CH 4.6. TRANSFORMER VAULT VENTILATION (NOTE: CODE BASIS IS SEATTLE 2012 BLDG CODE, VERIFY W/LOCAL JURISDICTION):a. TRANSFORMER VAULT VENTILATION SHALL COMPLY WITH LOCAL JURISDICTIONS'REQUIREMENTS.b. EXHAUST VENTILATION DUCTS SHALL BE ENCLOSED IN CONSTRUCTION HAVING FIRE-RESISTANCE RATING AT LEAST EQUAL TO THAT REQUIRED FOR THE VAULT. EXHAUST DUCTS SHALLEXTEND FROM TEH VAULT TO THE OUTSIDE OF THE BUILDING. AN EXHAUST FOR A MECHANICALLYVENTILATED VAULT SHALL BE USED EXCLUSIVELY FOR VENTILATING THE VAULT. NO FIRE DAMPERSSHALL BE INSTALLED IN EXHAUST VENTILATION DUCTS.c. INTAKE VENTILATION OPENING IN CUALT WALLS SHALL BE PROTECTED BY AUTOMATI CLOSINGFIRE DAMPERS HAVING FIRE PROTECTION RATING AT LEAST EQUAL TO THAT REQUIRED FOR THEVAULT. THE ACTUATING DEVICE ON THE DAMPER SHOULD BE MADE TO FUNCTION AT A TEMPERATUREOF 165 degrees F.7. TERMINATION POINT FOR EXHAUST DUCT SHALL BE AT LEAST 10 FEET FROM PROPERTY LINES OROPERABLE OPENINGS INTO THE BUILDING, AND MIN 10 FEET FROM A MECHANICAL INTAKE (IMC 404.4).8. AIR EXHAUST AND INTAKE OPENINGS THAT TERMINATE OUTDOORS SHALL BE PROTECTED WITHCORROSION-RESISTANT SCREENS, LOUVERS, OR GRILLES. THE OPENING SIZES SHALL BE BETWEEN 1/4"AND 1/2" AND SHALL BE PROTECTED AGAINST LOCAL WEATHER CONDITIONS (IMC 401.5).9. SOURCE SPECIFIC EXHAUST VENTILATION IS REQUIRED IN EACH KITCHEN, BATHROOM, WATERCLOSET AND LAUNDRY ROOM. INTERMITTENTLY OPERATING SYSTEMS SHALL HAVE A MINIMUMEFFECTIVE EXHAUST CAPACITY OF 50 CFM FOR BATHROOMS AND 100 CFM FOR KITCHENS. EXHAUSTDUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED WITH BACK-DRAFTDAMPERS. KITCHEN EXHAUSTS SHALL NOTE BE COMBINED WITH CLOTHES DRYER OR BATHROOM VENTSYSTEMS.10. DRYER, KITCHEN AND BATH FANS AND GAS FIRED WATER HEATERS ARE TO BE VENTED TO THEOUTSIDE. IBC SEC1203.3 IMC SECTS. 1104, 1516, 1902, AND 1903.11. EACH DWELLING UNIT SHALL BE EQUIPPED WITH A WHOLE HOUSE VENTILATION SYSTEM MEETINGTHE REQUIREMENTS OF IMC FOR INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS.a. FLOW RATE OF EXHAUST FANS PROVIDING WHOLE HOUSE VENTILATION SHALL BE ASSPECIFIED IN IMC.b. INDIVIDUAL ROOM OUTDOOR AIR INLETS SHALL PROVIDE NOT LESS THAN 4 SQ INCHES OF NETFEE AREA OF OPENING FOR EACH HABITABLE SPACE. THE INLETS SHALL HAVE CONTROLLABLE ANDSECURE OPENINGS AND NOT COMPROMISE THE THERMAL PROPERTIES OF THE WALL OR WINDOW.c. LIVING AND DINING AREAS SHALL BE PROVIDED WITH A MINIUM OF TWO OUTDOOR AIR INLETS.EACH BEDROOM SHALL HAVE MIN ONE OUTDOOR AIR INLET.d. OUTDOOR AIR SHALL BE DISTRIBUTED TO EACH HABITABLE ROOM BY INDIVIDUAL AIR INLETS.PROVISIONS SHALL BE MADE TO ENSURE AIRFLOW WHERE OUTDOOR AIR SUPPLIES ARE SEPARATEDFROM EXHAUST POINTS BY DOORS. DOORS SHALL BE UNDERCUT TO A MINIMUM OF 1/2" ABOVE THESURFACE OF THE FINISHED FLOOR.e. EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED WITHBACK-DRAFT DAMPERS.f. INTERMITTENTLY-OPERATING, WHOLE HOUSE EXHAUST FANS SHALL HAVE BOTH AUTOMATICAND MANUAL CONTROS. AUTOMATIC CONTROLS SHALL INCLUD ETIME CLOCK OR CYCLE TIMERS WITH AMINIMUM OF THREE ON/OFF PERIODS PER DAY AND BE SET TO PROVIDE AT LEAST 8 HOURSCONTINUOUS MECHANICAL VENTILATION PER DAY. CONTROL FINS SHALL NOT BE REMOVABLE.g. WHOLE HOUSE FAN SHALL HAVE A SONE RATING OF 1.5 OR LESS.12. INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH ACTIVE ORPASSIVE SPACE-HEATING SYSTEMS CAPABLE OF MAINTAING AVERAGE INDOOR AIR TEMPAREATURE OF68 deg F AT A POINT 3 FEET ABOVE THE FLOOR WHEN OUTSIDE TEMPERATURE IS 24 deg F. (IBC 1204.1)13. INDOOR DESIGN AIR TEMPERATURE SHALL BE 70 deg F FOR HEATING AND 78 deg F FOR COOLING.14. BUILDING SHALL COMPLY WITH REQUIREMENTS FOR CLIMATE ZONE 1 PER ENERGY CODE.15. RECESSED FIXTURES IN EXTERIOR CEILINGS (EXHAUST FANS, RECESSED LIGHTS, HEATINGEQUIPMENT, ETC) OR OTHER PORTIONS OF THE BUILDING ENVELOPE SHALL BE COVERED BY FULLDEPTH OF INSULATION REQUIRED BY THE COMPONENT ASSEMBLY PER ENERGY CODE.16. EACH DWELLING UNIT SHALL HAVE AT LEAST ONE THERMOSTAT FOR REGULATION OF SPACETEMPERATURE. THE THERMOSTAT SHALL PROVIDE A MEANS FOR REDUCING ENERGY REQUIRED FORHEATING DURING PERIODS OF NON-USE OR REDUCED NEED PER ENERGY CODE. SYSTEMS WITHMULTIPLE HEATING ZONES SHALL PROVIDE A MINIMUM OF ONE THERMOSTAT PER ZONE. ALLTHERMOSTATS SHALL BE OF ELECTRONIC OR VAPOR DIAPHRAGM TYPE WITH NUMERICAL DEGREESETTINGS AND AN ACCURACY OF +/- 2 deg.DIVISION 23 HEATING, VENTILATING, AND AIR-CONDITIONINGMISCELLANEOUS ENVELOPE & VENTILATION:4. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLYTO THE UNDERSIDE OF ROOF FRAMING MEMEBERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATESPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN AND SNOW. BLOCKINGAND BRIDGING SHALL BE ARRANGED SO AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR. A MINMIUM OF1" AIRSPACE SHALL BE PROVIDED BETWEEN THE INSUATION AND THE ROOF SHEATHING. THE MINUMREQUIRED NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE SPACE TO BE VENTILATED ATCRAWLSPACES, AND 1/300 SF OF THE AREA TO BE VENTILATED AT ATTICS.WATERPROOFING / WEATHER-RESISTIVE BARRIERS / SIDING / ROOFING:1. UNLESS OTHERWISE NOTED ON PLANS, PROVIDE DAMPPROOFING AT ALL BELOW-GRADE EXTERIORWALLS WHERE NOT EXPOSED TO HYDROSTATIC PRESSURE. NOTIFY ARCHITECT / ENGINEER IF FLOWINGWATER IS ENCOUNTERED DURING EXCAVATION.2. UNLESS OTHERWISE NOTED ON PLANS, PROVIDE DRAINAGE PANELS AND FILTER FABRIC AND BENTONITEWATERPROOFING AT BACKFILLED FOUNDATIONS, FOUNDATION WALLS, AND SHORING WALLS.2. UNLESS OTHERWISE NOTED ON PLANS, PROVIDE WEATHER-RESISTIVE BARRIER (WRB) PER PLANS.INSTALL WRB AND LAP JOINTS PER MANUFACTURER'S REQUIREMENTS. PROVIDE SELF-ADHEREDMEMBRANE (SAM) FLASHING AT ALL OPENINGS U.O.N.3. PROVIDE RAINSCREEN BATTENS OR MEMBRANE FABRIC PER PLANS, U.O.N. MAINTAIN DRAINAGE CAVITYAND PROVIDE MOISTURE DISCHARGE POINTS SUCH THAT THE DRAINAGE PLANE IS RELIEVED OF MOISTUREBUILDUP.1. SIDING INSTALLATION TO BE PERFORMED IN ACCORDANCE WITH PRODUCT-SPECIFIC MANUFACTURER'SINSTRUCTIONS AND ENVELOPE CONSULTANT RECOMMENDATIONS IF PROVIDED. CONTRACTOR TO ADVISEARCHITECT / OWNER'S REPRESENTATIVE OF DISCREPANCIES.6. ALL OPENINGS IN THE BUILDING ENVELOPE AND BETWEEN UNITS SHALL BE SEALED, CAULKED, GASKETED,OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. THIS INCLUDES EXTERIOR JOINTS AROUND WINDOW ANDDOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATION, OPENINGS BETWEEN WALLS AND ROOFAND WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICE THROUGH WALLS, FLOORS ANDROOFS, AND ALL OTHER OPENINGS, JOINTS, AND SEAMS.8. PROVIDE SEALING TO CONTROL AIR LEAKAGE AT ALL OF THE FOLLOWING LOCATIONS:a. AROUND ALL WINDOW AND DOOR FRAMESb. AT ALL EXTERIOR PENETRATIONS IN THE RIM JOIST FRAMING INCLUDING BLOCKING WHEREFLOOR JOISTS ARE CANTILEVERED TO SUPPORT AN EXTEIOR DECKc. AT THE BOTTOM OF THE WALL PLATE WHERE IT MEETS THE SUBFLOORd. AROUND ANY PENETRATIONS IN THE BUIDLING ENVELOPE FOR DUCTS, THROUGH-WALL AIRINLET VENTS AND ACCESS HATCHESe. AROUND ALL OUTLETS, SQITCHES, OR OTHER ELECRTRICAL BOXES IN THE EXTERIOR EXTERIORWALLS, CEILINGS, OR FLOORSf. ALL RECESSED FIXTURES (I.E. WALL HEATERS, EXHAUST FANS, MEDICINE CABINETS, RECESSEDLIGHTS, ETC) SHALL BE SEALED TO THE ASSEMBLY IN ALL EXERIOR WALLS AND CEILINGS AND IN ALLCEILINGS BBETWEEN FLOORS OF STACKED DWELLING UNITS.2. PROVIDE TRANSPARENT SEALER AT ALL EXPOSED MASONRY CLADDING.2. PROVIDE TRANSPARENT ANTI-GRAFFITI COATING AT ALL EXPOSED MASONRY CLADDING.INSULATION & VAPOR RETARDERS:2. ALL INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR BARRIERS OR BREATHER PAPERSINSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, WALLS, CRAWL SPACES OR ATTICS SHALL HAVE A FLAME-SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450 PER IBC.5. VAPOR RETARDERS SHALL BE INSTALLED ON THE WARM SIDE (IN WINTER) OF INSUALTION. VAPORRETARDERS WITH NOT MORE THAN ONE PERM DRY CUP RATING (4 MIL POLYETHYLENE U.O.N.) SHALL BEINSTALLED IN FLOOR ASSEMBLIES WHICH SEPARATE CONDITIONED SPACE FROM UNCONDITIONED SPACE.VPAIR RETARDERS ARE ALSO REQUIRED AT ROOF/CEILING ASSEMBLIES AND WALLS WHICE SEPARATECONIDTIONS SPACE FROM UNCONDITIONED SPACE.7. THERMALLY INSULATE ALL PIPING PER ENERGY CODE REQUIREMENTS.20. THE INSULATION CONTRACTOR SHALL PROVIDE CERTIFICATE OF COMPLIANCE TO THE ARCHITECT /OWNER UPON COMPLETION OF WORK AS REQUIRED BY LOCAL AHJ.SEALANTS:1. UNLESS OTHERWISE NOTED ON PLANS, PROVIDE EXTERIOR LATEX SEALANT AT EXTERIOR TRIM TOWINDOW APPLICATIONS AND OTHER LOCATIONS WHERE SEALANT WILL BE PAINTED.2. UNLESS OTHERWISE NOTED ON PLANS, PROVIDE SILICON SEALANT AT EXTERIOR CONCRETE, CMU,STOREFRONT, AND OTHER AREAS WHERE SEALANT WILL REMAIN UNPAINTED. ARCHITECT TO APPROVECOLOR PRIOR TO INSTALLATION.PENETRATION FIRESTOPPING & RATED ASSEMBLY PROTECTION:3. JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE-RATED WALLS, FLOORS OR FLOOR / CEILINGASSEMBLIES AND ROOFS OR ROOF / CEILING ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM HAVING THE SAME FIRE-RATING AS THE ASSEMBLY IN OR BETWEEN WHICH IT ISINSTALLED. THE SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH IBC 715.3.DIVISION 07 THERMAL AND MOISTURE PROTECTIONNOTE: GENERAL NOTES AS PROVIDED BELOW APPLY TO THE PROPOSED PROJECT IN ALL CONDITIONS. MATERIAL /PRODUCT / OTHER SPECIFICATIONS ARE SUPERCEDED BY PROJECT SPECIFICATIONS IF SO PROVIDED. VERIFY WITHARCHITECT.© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:43 PMGENERALARCHITECTURALNOTES ANDSPECIFICATIONSG0.011545BJPLVO12/29/15BUILDING PERMIT SLOPE: 1"/12"GENERAL ARCHITECTURAL NOTES & SPECIFICATIONS2012 INTERNATIONAL BUILDING CODE1. ALL HABITABLE ROOMS, EXCEPT KITCHENS, BATHROOMS, AND LAUNDRY ROOMS, WITHIN ADWELLING UNIT, SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF OPENABLEEXTERIOR OPENINGS WITH AN AREA NOT LESS THAN ONE TWENTIETH OF THE FLOOR AREA OF SUCHROOMS WITH A MINIMUM OF 5 SQUARE FEET.2. EACH DWELLING UNIT SHALL HAVE AT LEAST 1 ROOM NOT LESS THAN 120 SF OF NET FLOOR AREA.OTHER HABITABLE ROOMS SHALL HAVE A NET FLOOR AREA OF NOT LESS THAN 70 FEET.3. ALL SHOWER AREAS SHALL BE FINISHD WITH A SMOOTH NON-ABSORBENT MATERIAL TO HEIGHT OF70: ABOVE DRAIN INLET. THIS MATERIAL SHALL BE INSTALLED OVER WATER RESISTANT GYPSUM WALLBOARD.4. KITCHEN RANGE, DRYER, BATHROOM AND LAUNDRY ROOM VENTILATION DUCTS SHALL HAVESMOOTH, NON-COMBUSTIBLE, NOT-ABSORBENT SURFACE AND SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS.5. ALL OCCUPANCIES ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS ANDSOAP DISHES, ETC., PROVIDED ON OR WITH-IN WALLS, SHALL BE INSTALLED AND SEALED TO PROTECTSTRUCTURAL ELEMENTS FROM MOISTURE.6. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE FLOOR OR LANDING SHALLNOT BE MORE THAN 1/2"LOWER THAN THE THRESHOLD OF THE DOORWAY. WHEN DOORS OPEN OVERLANDINGS, THE LANDING SHALL HAVE A LENGTH OF NOT LESS THAN 5 FEET.7. EXTEND FIRE-RESISTIVE WALL PROTECTION TO THE SOLE PLATE BEHIND THE TUBS OR SHOWERUNITS WHICH ABUT A FIRE-RATED WALL.DWELLING UNIT REQUIREMENTS1. ACOUSTICAL ASSESSMENTS SUCH AS ENVIRONMENTAL NOISE STUDIES, ACOUSTICAL REPORTS, ETCMAY BE AVAILABLE FOR REFERENCE. CONTRACTOR TO CONSULT WITH ARCHITECT / OWNER'SREPRESENTATIVE FOR ACCESS TO ASSESSMENT(S). CONTRACTOR TO VERIFY ALL DISCREPANCIESBETWEEN SUCH ASSESSMENT(S) AND VERIFY WTIH ARCHITECT PRIOR TO INSTALLATION OF WORK.2. AIRBORNE & STRUCTURE-BORNE SOUND: PER IBC 1207.2 & .3, PROVIDE MIN STC 50 (STC 45 IF FIELD-TESTED) AT WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROMONE ANOTHER OR FROM PUBLIC OR SERVICE AREAS WHEN TESTED PER ASTM E90. PENETRATIONS OROPENINGS IN CONSTRUCTION ASSEMBLIES FOR PIPING; ELECTRICAL DEVICES, RECESSED CABINETS,BATHTUB SOFFITS, OR HVAC OR EXHAUST DUCTS SHALL BE SEALED, LINED OR OTHERWISE TREATED TOMAINTAIN THE REQUIRED RATINGS.3. JOINTS IN THE PERIMETER WALLS OR FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITSFROM EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL BE ACOUSTICALLY SEALED WITH APERMANENT RESILIENT MATERIAL APPROVED FOR SUCH PURPOSE. CONDUITS, DUCTS, PIPES, ANDVENTS WITHIN SUCH WALL OR FLOOR/CEILING ASSEMBLIES CAUSING VIBRATION SHALL BE REASONABLYISOLATED FROM TEH BUILDING CONSTRUCTION AT POINTS OF SUPPORT. ALL OPENINGS THROUGHWHICH SUCH ITEMS PASS SHALL HAVE THE EXCESS OPENING FULLY SEALED. IBC 1207.1.4. MECHANICAL EQUIPMENT SPACES: PER IBC 1207.6, PROVIDE MIN STC 50 (STC 45 IF FIELD-TESTED) ATWALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM SPACES ORSHAFTS CONTAINING AIR CONDITIONING, HVAC, OR VENTILATION EQUIPMENT, ELEVATOR EQUIPMENT.WHEN TESTED PER ASTM E90. PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES FORPIPING; ELECTRICAL DEVICES, RECESSED CABINETS, BATHTUB SOFFITS, OR HVAC OR EXHAUST DUCTSSHALL BE SEALED, LINED OR OTHERWISE TREATED TO MAINTAIN THE REQUIRED RATINGS.5. SPACES OR SHAFTS CONTAINING AIR CONDITIONING, REFRIGERATION OR VENTILATING EQUIPMENT ,ELEVATOR MACHINERY, OR OTHER MECHANICAL EQUIPMENT SHALL BE SEPARATED BOTH VERTICALLYAND HORIZONTALLY FROM ADJOINING DWELLING UNITS BY CONSTRUCTION DESIGNED TO PROVIDE AMINIMUM STC RATING OF 50, PER SBC 1207.6.6. DESIGN AND MATERIALS FOR SOUND TRANSMISSION CONTROL SHALL NOT IMPAIR THE FIRE-RESISTANT INTEGRITY OF SEPARATING WALLS OR FLOOR / CEILING ASSEMBLIES.ACOUSTIC / SOUND TRANSMISSIONREQUIREMENTS & NOTES1. PROVIDE MIN 6'-8" HEADROOM AT STAIRS, MEASURED VERTICALLY FROM LINE CONNECTINGNOSINGS OF STAIR TREADS. IBC 1009.2.2. PROVIDE MIN 7'-0" HEADROOM AT ALL OCCUPIABLE SPACES, HABITABLE SPACES, CORRIDORS,BATHROOMS, AND LAUNDRY ROOMS. (IBC 1208.2)3. PROVIDE MIN 6'-6" HEADROOM AT PARKING GARAGES FOR VEHICLE AND PEDESTRIAN TRAFFIC. VAN-ACCESSIBLE PARKING STALLS AND AISLEWAYS WHERE NOTED ON PLANS SHALL CONFORM WITH ANSIA117.1. (IBC 406.2.2)4. MIN ROOM WIDTH AT HABITABLE SPACES (OTHER THAN KITCHENS) SHALL BE NOT LESS THAN 7 FEETIN ANY PLAN DIMENSION. KITCHENS SHALL HAVE MIN 3 FEET CLEAR PASSAGEWAY BETWEENCOUNTERFRONTS, APPLIANCES, OR WALLS. (IBC 1208.1)2. PROVIDE AN ATTIC ACCESS OPENING AT ALL ATTIC SPACES AT LEAST 30 INCHES HIGH. THE ACCESSOPENING SHALL BE A MINIMUM OF 20"x30" WITH AT LEAST 30" OF HEAD ROOM AT OR ABOVE THEOPENING. (IBC 1208.2.)3. PROVIDE AN 18"x24" MINIMUM ACCESS OPENING AT ALL CRAWL SPACES. (IBC 1203.1)INTERIOR ENVIRONMENT NOTESNO WORK THIS DIVISIONDIVISION 25 INTEGRATED AUTOMATION1. ELECTRICAL SYSTEM IS DESIGN-BUILD BY OTHERS.2. SEE ELECTRICAL SCHEDULE BY ARCHITECT (IF PROVIDED) FOR SELECTED FIXTURES AT DWELLING UNITSAND COMMON AREAS.3. ELECTRICAL WORK IS BE BE PERFORMED UNDER SEPARATE PERMIT IN ACCORDANCE WITH THENATIONAL ELECTRIC CODE AND ALL RELEVANT LOCAL CODES AND REGULATIONS AND TO WORK WORKREQUIREMENTS INDICATED HEREIN AND SUITABLE FOR THE INTENDED USES OF THE SPACES.4. ELECTRICAL WORK SHOULD BE COORDINATED BY THE GENERAL CONTRACTOR WITH THE WORKINDICATED HEREIN.5. ELECTRICAL SERVICE REQUIREMENTS AND WIRING TO BE IN ACCORDANCE WITH RECOMMENDEDPRACTICES AS PER CURRENTLY ADOPTED NATIONAL, STATE OF LOCAL REGULATIONS.6. ELECTRIC RESISTANCE HEATING TO BE USED AT RESIDENTIAL UNITS UNLESS OTHERWISE NOTED ONPLANS. PROVIDE PER IBC 310.11.7. THE CONTRACTOR SHALL INCLUDE AND PROVIDE ALL POWER COMPANY'S COST TO INSTALLNECESSARY ELECTRICAL PROVISIONS AND SERVICE TO THE FACILITY. THESE COSTS SHOULD INCLUDEVAULTS, TRANSFORMERS, SERVICE LINES, HANDHOLDS, AND ALL OTHER EQUIPMENT AND LABOR WHEREREQUIRED OR NECESSARY. THE CONTRACTOR SHOULD ALSO INCLUDE ALL OTHER COSTS TO PROVIDEADEQUATE SERVICE FROM THE FACILITY TO THE POINT OF THE POWER COMPANY'S TERMINATION.8. ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL OUTLET, LIGHTING, AND PANEL LOCATIONS WITHARCHITECT / OWNER'S REPRESENTATIVE.9. ARTIFICIAL LIGHT SHALL PROVIDE A MINIMUM AVERAGE ILLUMINATION OF 10 FOOT CANDLES OVERTHE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES. STAIRWAYS WITHIN DWELLING UNITS SHALL HAVEAN ILLUMINATION LEVEL ON THE TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE. (IBC 1205).10. THE MEANS OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES AND AT EVERY POINT IN THE MEANSOF EGRESS. FIXTURES SHALL BE INSTALLED WHERE SHOWN ON PLANS. ILLUMINATION SHALL BEPROVIDED AT THE RATE OF 0.1 WATT OF FLOURESCENT ILLUMINATION PER SQAURE FOOT OF AREA ANDCOMPLY WITH THE ILLUMINATION LEVELS REQIRED BY IBC 1006. AN EMERGENCY POWER SYSTEMSHALL PROVIDE ILLUMINATION FOR AT LEAST 90 MINUTES AND MEET THE REQUIREMENTS OF IBC1006.3.11. EXTERIOR LIGHTING ALLOWANCES SHALL BE CALCULATED SEPERATELY FOR COVERED PARKING,OUTDOOR AREAS AND BUILDING EXTERIORS. TRADEOFFS ARE NOT ALLOWED BETWEEN COVEREDPARKING AND OTHER AREAS.12. THE LIGHTING ALLOWANCE FOR COVERED PARKING SHALL BE 0.20 WATTS PER SQUARE FOOT.13. THE LIGHTING ALLOWANCE FOR OUTDOOR AREAS SHALL BE 0.15 WATTS PER SQUARE FOOT.14. THE LIGHTING ALLOWANCE FOR BUILDING EXTERIORS SHALL BE CALCULATED BY MULTIPLYING THEBUILDING PERIMETER IN FEET BY 7.5 WATTS PER LINEAL FOOT. ANY WATTAGE ALLOWANCE NOT USEDFOR FACADE LIGHTING MAY BE USED FOR OUTDOOR ILLUMINATED AREAS. (WSEC 1532)15. ALL EXTERIOR COMMON AREA LIGHTING FIXTURES LOCATED OUTSIDE THE THERMAL ENVELOPE OFTHE BUILDING SHALL BE CONNECTED TO THE RESIDENTIAL COMMON HOUSE METER.16. EXTERIOR COMMON AREA LIGHTING SHALL MEET THE FOLLOWING SPECIFICATIONS: ALL LAMPSSHALL HAVE A COLOR RENDITION INDEX OF 70 OR BETTER - EXCEPT HPS; ONLY T-5 OR T-8 FIXTURES AREALLOWED WHERE LINEAR FLOURESCENT FIXTURES ARE INSTALLED; T-5 OR T-8 FIXTURES MUST HAVEELECTRONIC BALLASTS; COMPACT FLOURESCENT FIXTURES MUST HAVE ELECTRONIC BALLASTS;COMPACT FLOURESCENT FIXTURES REQUIRE ELECTRONIC OR HIGH POWER FACTOR BALLASTS; ALLFIXTURES MUST BE HARDWIRED; NO CIRCLINE TYPE LAMP / FIXTURES ARE ALLOWED; LOW MERCURYCONTENT IS RECOMMENDED FOR FLOURESCENT LAMPS; ALL EXTERIOR FIXTURES SHALL BE SUITABLEFOR DAMP OR WET LOCATIONS; ALL EXTERIOR FIXTURES SHALL BE CONTROLLED BY A PHOTOCELL.17. ALL INTERIOR RESIDENTIAL COMMON AREA LIGHTING SHALL BE CONNECTED TO THE RESIDENTIALCOMMON HOUSE METER. ALL INTERIOR COMMON AREA LIGHTING MUST HAVE A LIGHTING POWERDENSITY MAXIMUM OF 0.8 WATTS PER SQUARE FOOT. ALL COMMON AREAS SHALL HAVE A MINIMUMOF 5-FOOT CANDLES OVER THE ENTIRE COMMON AREA SPACES.18. INTERIOR COMMON AREA LIGHTING SHALL MEET THE FOLLOWING SPECIFICATIONS: ALL LAMPSSHALL HAVE A COLOR RENDITION INDEX OF 70 OR BETTER; ONLY T-8 OR T-5 FIXTURES ARE ALLOWEDWHERE LINEAR FLOURESCENT FIXTURES ARE INSTALLED; T-5 OR T-8 FIXTURES REQUIRE ELECTRONICBALLASTS OR MAGNETIC BALLASTS WITH FLICKER FREE / QICK START LAMPS; ALL FIXTURES MUST BEHARDWIRED; NO CIRCLINE TYPE LAMP / FIXTURES ARE ALLOWED; ALL EXIT SIGNS THAT EXCEED 5 WATTSSHALL BE INCLUDED IN THE LIGHTING POWER DENSITY CALCULATION.19. FOAM OUTLET GASKETS SHALL BE USED ON ALL RECEPTACLES, SWITCHES, AND OTHER UTILITYBOXES ON EXTERIOR WALLS.20. CAULK AND SEAL OPENINGS IN BOX AND WHERE BOX MEETS DRYWALL WITH AN APPROVED SEALANT.21. PROVIDE ELECTRICAL OUTLET BOXES PER IBC. OUTLET BOXES ON OPPOSITE SIDES OF THE WALLSHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES.22. EXCEPT IN INDIVIDUAL DWELLING UNITS, GUEST ROOMS AND SLEEPING ROOMS, EXITS SHALL BEILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH LIGHT HAVING INTENSITY OF NOT LESSTHAN 1 FOOT-CANDLE AT FLOOR LEVEL. THE POWER SUPPLY FOR EXIT ILLUMINATION SHALLNORMALLY BE PROVIDED BY THE PREMISES' WIRING SYSTEM. (IBC 1006.2)23. ELECTRICAL CONTRACTOR SHALL STUB-OUT TO MEET CABLE TV, TELEPHONE AND POWER COMPANYSERVICE.24. CONTRACTOR SHALL PRE-WIRE BUILDING FOR TELEPHONE AND CABLE TV AND PROVIDE JACKS FORCATV AND TELEPHONE / DATA. PROVIDE APPROVED TELEPHONE CABINETS.25. ALL SMOKE DETECTORS SHALL BE POWERED BY THE BUILDING ELECTRICAL SYSTEM AND HAVEBATTERY BACK-UP.26. ELECTRICAL CONTRACTOR SHALL INSTALL RANGE HOODS AND WIRE EXHAUST FANS PROVIDED BYOTHERS.27. ALL ELECTRICAL WORK IN HANDICAP UNITS SHALL MEET ADA REQUIREMENTS.28. EXIT SIGNS ARE REQUIRED AT EACH EXIT, EXIT ACCESS DOOR, AND ALONG THE ACCESS TO THE EXIT.NO POINT IN AN EXIT ACCESS CORRIDOR SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLEEXIT SIGN. EXIT SIGNS SHALL BE VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL AND SHALL BEILLUMINATED AT ALL TIMES.DIVISION 26 ELECTRICAL1. LOW-VOLTAGE SYSTEM IS DESIGN-BUILD BY OTHERS.2. PROVIDE DISTRIBUTED ANTENNA SYSTEM OR REPEATER SYSTEM AS REQUIRED BY LOCAL FIREDEPARTMENT. FIELD TESTING FOR ACCEPTABLE COVERAGE IN LIEU OF PROVIDING SYSTEM ALLOWED ATDISCRETION OF FIRE DEPARTMENT.DIVISION 27 COMMUNICATIONS / LOW VOLTAGE1. SURVIELLANCE / CCTV SYSTEM IS DESIGN-BUILD BY OTHERS. OWNER / ARCHITECT TO APPROVEEXTENTS OF COVERAGE PRIOR TO INSTALLATION.DIVISION 28ELECTRONIC SAFETY AND SECURITY1. SEE GEOTECH REPORT (IF PRESENT) FOR REFERENCE ON SUBSURFACE CONDITIONS AND SHORINGREQUIREMENTS. CONTRACTOR TO ADHERE TO GEOTECH RECOMMENDATIONS UNLESS OTHERWISEDIRECTED IN WRITING BY GEOTECHNICAL ENGINEER BASED ON ON-SITE OBSERVATIONS.2. SOIL CONDITIONS: THE ARCHITECT ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICSOF THE SOIL, NOR ACCURACY OF ENGINEERING DATA SUPPLIED INDICATED ON THE SOILS REPORT.3. HAZARDOUS MATERIALS: DISCOVERY OF ANY HAZARDOUS MATERIALS (ASBESTOS, CHEMICALPESTICIDES, ETC.) SHALL BE REPORTED IMMEDIATELY TO THE OWNER. CONTRACTOR IS RESPONSIBLE FORAPPROVALS, REMOVAL, DISPOSAL AND CERTIFICATION AS REQUIRED BY LAW. OWNER TO ADVISE OFKNOWN EXISTANCE4. LANDSCAPE WORK: CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS, OTHERTHAN BUILDING PERMIT.5. PERMITS: CONTRACTOR TO MAKE NECESSARY ARRANGEMENTS OR SECURE NECESSARY PERMITS WITHTHE GOVERNING AGENCY WHERE REQUIRED FOR SITE WORK OR TO BLOCK SIDEWALKS OR STREETS DUETO CONSTRUCTION.6. REMOVE, AND LEGALLY DISPOSE OF, ANY SURPLUS FILL MATERIAL OR DEBRIS.7. SETBACKS: ALL SETBACKS ARE TO BE CLEARLY MARKED ON SITE AND VERIFIED BY THE BUILDINGINSPECTOR BEFORE THE POURING OF ANY CONCRETE.8. SAFETY: THE CONTRACTOR SHALL PROVIDE COMPLETE SAFETY PRECAUTIONS AND MEASURE ON THEENTIRE SITE, YARDS AND PASSAGEWAYS.9. SIGNAGE: CONTRACTOR TO INSTALL ADDRESS NUMBERS A MINIMUM OF 3 1/2 INCHES IN HEIGHT INACCORDANCE WITH LOCAL JURISDICTIONAL REQUIREMENTS PRIOR TO REQUESTIONG FINAL INSPECTION.DIVISION 31 EARTHWORK1. SEE LANDSCAPING PLANS FOR PLANTING SCHEDULE, LOCATION OF EXTERIOR LANDSCAPE ELEMENTS,AND IRRIGATION DESIGNS (WHERE PROVIDED).DIVISION 32 SITE / EXTERIOR IMPROVEMENTS1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES BEFORE BEGINNING CONSTRUCTIONBY RETAINING A UTILITY LOCATION SERVICE AND MARKING ALL UNDERGROUND UTIITY LOCATIONS. ANYUTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE BASED ON AVAILABLE RECORDS AND ARE SHOWN FORCONVENIENCE ONLY. UTILITIES MAY BE PRESENT BUT NOT SHOWN ON THE DRAWINGS. CARE SHOULD BETAKEN TO AVOID DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL COORDINATE CONNECTIONLOCATIONS AND ELEVATIONS WITH THE UTILITY COMPANIES. RELOCATION OF UTILITIES, IF NECESSARY,SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.2. EXTENT OF UTILITIES WORK IS SHOWN ON CIVIL DRAWINGS.3. REFERENCE GEOTECH RECOMMENDATIONS FOR EXCAVATION AND TRENCHING.DIVISION 33 UTILITIESNOTE: GENERAL NOTES AS PROVIDED BELOW APPLY TO THE PROPOSED PROJECT IN ALL CONDITIONS. MATERIAL /PRODUCT / OTHER SPECIFICATIONS ARE SUPERCEDED BY PROJECT SPECIFICATIONS IF SO PROVIDED. VERIFY WITHARCHITECT.1. THROUGH PENETRATIONS IN FIRE-RESISTANCE-RATED WALLS SHALL BE PROTECTED. THEY SHALL BEINSTALLED AS TESTED IN AN APPROVED FIRE-RESISTANCE-RATED ASSEMBLY OR PROTECTED WITH ANAPPROVED PENETRATION FIRESTOP SYSTEM. (IBC 712.3.1)2. LISTED ELECTRICAL BOXES MAY BE INSTALLED IN FIRE-RESISTANCE-RATED WALLS PROVIDED THEY HAVEBEEN TESTED AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING.OUTLETS ON OPPOSITES SIDE OF THE WALL SHALL BE SEPARATED BY 24" HORIZONTALLY, SOLIDFIREBLOCKING, LISTED PUTTY PADS, OR OTHER LISTED MATERIALS AND METHODS. (IBC 712.3.2 & 712.4.1.3)3. PENTRATIONS OF A FLOOR / CEILING ASSEMBLY OR THE CEILING MEMBRANE OF A ROOF / CEILINGMEMBRANE SHALL BE ENCLOSED BY SHAFTS IN ACCORDANCE WITH SECTION 707 OR PROTECTED INACCORDANCE WITH IBC SECTIONS 712.4 & 713.4. CAN LIGHTS IN FIRE-RESISTANCE-RATED HORIZONTAL ASSEMBLIES SHALL BE BOXED ON FOUR SIDES ANDTOP WITH 5/8" GYPSUM WALLBAORD. HVAC FANS AND DIFFUSERS SHALL BE BOXED ON FOUR SIDES ANDTOP WITH 5/8" GYPSUM WALLBOARD, AND DUCTS SHALL BE WRAPPED WITH 1 1/2" HIGH DENSITY MINERALFIBER OR 3 1/2" FIBERGLASS, SECURED IN PLACE FOR AT LEAST 10' FROM OPENING. (IBC CA 712.4)6. OPENINGS IN FIRE-RESISTANCE-RATED WALLS SHALL BE PROTECTED, AND SHALL COMPLY WITH THETESTING, INSTALLATION, AND LABELING REQUIREMENTS OF IBC 715 & NFPA 80.7. PENETRATIONS BY AIR DUCTS AND AIR TRANSFER OPENINGS IN FIRE-RESISTANCE-RATED ASSEMBLIESSHALL COMPLY WITH IBC SECTION 716.8. FIREBLOCKING SHALL BE INSTALLED IN COMBUSTIBLE CONCEALED LOCATIONS AS SPECIFIED IN SECTION717. ACCEPTABLE FIREBLOCKING MATERIALS ARE DESCRIBED IN SECTION 717.2.1. FIREBLOCKING SHALL BEINSTALLED IN STUD WALLS, INCLUDING FURRED WALLS, VERTICALLY AT THE CEILING AND FLOOR LEVELS,AND HORIZONTALLY AT 10' INTERVALS. FIREBLOCKING SHALL ALSO BE INSTALLED AT CONNECTIONSBETWEEN 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, ATCELING AND FLOOR OPENINGS, AROUND PIPES, DUCTS, ETC, BETWEEN EXTERIOR WALL FINISHES ANDARCHITECURAL TRIM. (IBC 717.2)9. DRAFTSTOPPING IS NOT REQUIRED WHEN THE BUILDING IS SPRINKLERED PER IBC 903.3.3.3. (IBC 717.3.2)10. REFER TO EGRESS NOTES, INTERIOR ENVIRONMENTAL NOTES, DOOR NOTES, WALL TYPES, AND DETAILSFOR ADDITIONAL REQUIREMENTS RELATED TO FIRE-RESISTANCE RATED CONSTRUCTION.FIRE-RESISTANCE RATED CONSTRUCTION NOTESGENERAL PLAN NOTESABBREVIATIONSDIMENSIONS AND MEASUREMENTS1. DIMENSIONS OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS. ARCHITECT BEARS NORESPONSIBILITY FOR ACCURACY OF SAME. DIMENSIONS ARE SHOWN TO FACE OF STUD ATEXTERIOR WALLS, FACE OF CONCRETE, CENTERLINE OF OPENING, OR FACE OF STUD OF INTERIORWALLS UNLESS DETAILED OTHERWISE ON DRAWINGS. IN CASE OF ANY CONFLICT WHEREIN THEMETHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OREXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALLGOVERN. NOTIFY THE ARCHITECT AND OWNER'S REPRESENTATIVE OF ALL CONFLICTS.2. FRAMING DIMENSIONS HAVE BEEN ROUNDED TO THE NEAREST QUARTER INCH. CONTRACTORSHOULD VERIFY CONDITION BEFORE FRAMING STARTS. ALL WRITTEN DIMENSIONS SHALL TAKEPRECEDENCE OVER DRAWINGS - DO NOT SCALE DRAWINGS. THE CONTRACTORS SHALL USEDIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENT. NOTIFY THEARCHITECT IF ANY DISCREPANCIES ARE FOUND.3. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR WORK. THECONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS FOR THE EQUIPMENT FURNISHED ANDINSTALLED BY HIMSELF OR OTHERS. THE CONTRACTOR SHALL CONSULT THE PLANS OF ALL TRADESFOR OPENINGS THROUGH SLABS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUITS,CABINETS AND EQUIPMENT; AND SHALL VERIFY THE SIZES AND LOCATIONS WITHSUBCONTRACTORS.4. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO PROCEEDING WITH THE WORK. THECONTRACTOR IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITHTHE WORK.5. FINISHED FLOOR ELEVATIONS ARE TO TOP OF SUBFLOOR (WOOD / STEEL) OR TOP OF SLAB(CONCRETE) UNLESS OTHEWISE NOTED.6. CONTRACTOR SHALL VERIFY ALL CONCRETE / MASONRY OPENINGS PRIOR TO FABRICATION OFDOORS AND FRAMES.7. ALL MASONRY DIMENSIONS ARE NOMINAL.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATE PLACEMENT OF THE BUILDING ONTHE SITE.GENERAL CONSTRUCTION:1. ALL WORK PERFORMED SHALL COMPLY WITH THESE GENERAL NOTES UNLESS OTEHRWISENOTED ON THE DRAWINGS AND SPECIFICATIONS. THE GENERAL CONTRACTOR SHALL COORDINATETHE GENERAL NOTES WITH THE WORK OF ALL TRADES, INCLUDING BUT NOT LIMITED TO THEMECHANICAL, ELECTRICAL, PLUMBING, FOOD SERVICE, AND/OR ACOUSTICAL TRADES.2. THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONSTHEREOF. THE CONTRACTOR SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALLCONDITIONS OF THE PROJECT AND SHALL NOTIFY THE OWNER / ARCHITECT OF CONDITIONSREQUIRING MODIFICATION BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL FIELDVERIFY EXISTING CONDITIONS AND ALERT OWNER'S REPRESENTATIVE TO ANY UNFORSEENCONSTRUCTION DIFFICULTIES BEFORE BEGINNING WORK.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UTILITIES.EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWNFOR CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL UTILITYLOCATIONS NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TOEXISTING UTILITIES.4. ABBREVIATIONS: SEE ARCHITECTURAL PLANS FOR TYPICAL LEGEND OF ABBREVIATIONS USEDTHROUGHOUT THE PLANS WHICH ARE IN COMMON USE. THE ARCHITECT WILL DEFINE THE INTENTOF ANY IN QUESTION. ABBREVIATIONS OR PARTIAL CODE SECTIONS NOTED ON THIS PLAN AND PLANREVIEW LIST ARE INTENDED TO INDICATE THE NATURE OF THE PLAN DEFICIENCY OR GIVEADDITIONAL INFORMATION. THE FULL TEXT OF THE CODE, AS INDICATED BY THE CODE SECTIONREFERENCE ALWAYS APPLIES.5. REPETITIVE: TYPICAL WALL SECTIONS, FINISHES AND DETAILS ARE NOT INDICATED EVERYWHERETHEY OCCUR ON PLANS, ELEVATIONS AND SECTIONS; REFER TO DETAILED DRAWINGS;CONTRACTOR TO PROVIDE AS IF DRAWN AND INDICATED IN FULL EVERYWHERE.6. CONFLICT: IN THE CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARD OFINSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OFTHE LAW OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECTAND OWNER'S REPRESENTATIVE OF ALL CONFLICT.7. WHERE DISCREPANCIES EXIST BETWEEN THE DRAWINGS OF VARIOUS DISCIPLINES,ARCHITECTURAL DRAWINGS SHALL GENERALLY BE ASSUMED TO GOVERN. IN SUCH INSTANCES, THECONTRACTOR SHALL CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.8. CONDITIONS WHICH ARE NOT DETAILED SHALL BE ASSUMED TO BE SIMILAR IN CHARACTER TOTHOSE WHICH ARE, WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BEDETERMINED THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THEWORK.9. CONSTRUCTION OF WORK INDICATED ON DRAWINGS AS (NIC) IS NOT IN CONTRACT. THECONTRACTOR SHALL COORDINATE ALL TRADES OF HIS WORK, WHETHER DIRECTLY OR INDIRECTLYINVOLVED, WITH (NIC) WORK.10. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODES ANDGOVERNING AUTHORITIES AND SHALL BE OF BEST PRACTICE OF EACH TRADE.11. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK UP PLATES,AND SUPPORTING BRACKETS REQUIRED FOR THE BEST POSSIBLE INSTALLATION OF ALL TOILETROOM ACCESSORIES AND PARTITIONS, OWNER-FURNISHED ITEMS, AND ALL WALL-MOUNTED ORSUSPENDED MECHANICAL, ELECTRICAL, OR MISCELLANEOUS EQUIPMENT.12. REFER TO CERTIFIED MECHANICAL AND ELECTRICAL DRAWINGS AND MANUFACTURER'STEMPLATE DRAWINGS FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, BOLT SETUPTEMPLATES, SPRNG AND VIBRATION ISOLATORS, ETC, NOT SHOWN ON DRAWINGS.13. PROVIDE PROPER ANCHORAGE OF ESSENTIAL EQUIPMENT IN ACCORDANCE WITH APPLICABLECODES.14. ALL PIPE DUCTS, BUSS DUCTS, AND CONDUITS THAT PENETRATE FLOOR SLABS AND/OR RATEDWALLS SHALL BE INSTALLED IN A MANNER WHICH WILL PRESERVE THE FIRE RESISTIVE ANDSTRUCTURAL INTEGRITY OF THE BUILDING.15. COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH MECHANICAL, ELECTRICAL, ANDCEILING INSTALLER. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND INSTALLATION, THECONTRACTOR SHALL CONSULT WITH THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.16. PROVIDE ACCESS PANELS FOR MECHANICAL AND ELECTRICAL EQUIPMENT AS REQUIRED BYAPPLICABLE CODES. ALL ACCESS PANELS SHALL BE CONCEALED AND LOCATIONS SHALL BESUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO START OF WORK. ELECTRICAL 'J' BOXES,PLUMBING CLEANOUTS, FIRE DAMPERS, AND OTHER SIMILAR ITEMS REQUIRING ACCESS ARE NOTTO BE LOCATED ABOVE GWB OR SIMILAR CEILINGS.17. ROOF OBSTRUCTION SUCH AS TELEVISION ANTENNAS OR GUY WIRES SHALL NOT BE INSTALLEDIN A MANNER OBSTRUCTING FIRE DEPARTMENT ACCESS OR EGRESS.18. PROVIDE COLLISON BARRIERS ADEQUATE TO PROTECT ALL CONTROL METERS, REGULATORS,AND PIPING FOR HAZARDOUS MATERIALS THAT ARE EXPOSED TO VEHICULAR DAMAGE. CONSULTWITH ARCHITECT PRIOR TO INSULATING.19. CONTRACTOR SHALL PROVIDE ALL REQUIRED SIGNAGE (MAXIMUM OCCUPANT LOAD, BUILDINGASSEMBLY, ETC) AS REQUIRED BY LOCAL BUILDING CODE AUTHORITY IN ORDER TO RECEIVEPERMANENT PROJECT OCCUPANCY.20. ALL SURFACES EXPOSED TO VIEW SHALL BE PROVIDED WITH A FINISHED CONDITION (PAINTED,SEALED, ETC).21. DEMOLITION / CONSTRUCTION SHALL CONFORM WITH CHAPTERS 14 IFC AND 22 IBC.22. SEE DRAWINGS FOR NOTES REGARDING WALL TYPES AND PARTITIONS.ABVaboveADHadhesiveADJadjustableAGGaggregateAHJauthority having jurisdiction(bldg dept)A/Cair conditioningALTalternateALUMaluminumANC anchor, anchorageAB anchor boltANOD anodizedAPX approximateARCH architect (ural)ASPH asphaltAUTO automaticAWN awningBSMT basementBM beamBVL beveledBLK blockBLKG blockingBLW belowBTW betweenBD boardBOT bottomBLDG buildingBUR built up roofingB/O by othersCAB cabinetCRPT carpet (ed)CLK caulk (ing)CAS casementCB catch basinCLG ceilingCT ceramic tileCIR circleCLR clear (ance)COL columnCONC concreteCMU concrete masonry unitCONT continuous or continueCJT control jointCORR corrugatedCUFT cubic footCUYD cubic yardDP dampproofingDTL detailDIA diameterDIM dimensionDW dishwasherDIV divisionDR doorDH double hungDS down spoutDRWR drawerDT drain tileDWG drawingd nail sizeEW each wayE eastEL elevationEQ equalEQUP equipmentEXexistingEXCV excavateEXH exhaustEXIST existingEXT exteriorFAVfresh air ventFOC face of concreteFOF face of framingFOIOfrom owner installed by ownerFOM face of masonryFOWface of wallFBD fiberboardFGL fiberglassFIN finish (ed)FFE finished floor elevationFA fire alarmFE fire extinguisherFPL fire placeFLSH flashingFLR floor (ing)FLOR fluorescentFT foot, feetFTG footingFND foundationFRM frame (d), (ing)FBO furnished by othersFUR furred (ing)GA gage, gaugeGAL gallonGALV galvanizedGL glass, glazingGI galvanized ironGLBK glass blockGLB glue laminated beamGT groutGRD grade gradingGWB gypsum wall boardHDW hardwareHDR headerHTG heatingHVAC heating/ventilation-air conditioningHT heightHC hollow coreHOR horizontalHB hose bibIN inchINCL include (d), (ing)ID inside diameterIFWinside face wallINS insulate (d), (ion)INT interiorINV invertJNT jointJST joistKD kiln driedKIT kitchenLB poundLAM laminate (d)LAV lavatoryLH left handL lengthLOA length over allLT lightLF lineal feetLL live loadLVL Laminate Veneer LumberLVR louverMFR manufacturerMO masonry openingMAX maximumMAS masonryMECH mechanic (al)MC medicine cabinetMED mediumMDF medium density fiberbd.MDO medium density overlayMBR memberMMB membraneMTL metalMWK millworkMIN minimumMIR mirrorMISC miscellaneousMLD mouldingMLB micro laminated beamNOM nominalN northNIC not in contactNTS not to scaleNO,# numberO non-operable window sectionOBS obscureOC on centerOP opaqueOPG openingOSB orientated strand boardOD outside diameterPNT paint (ed)PBD particle boardPRT partitionPVMT pavementPERF perforate (d)PLAS plasterPLAM plastic laminatePLT platePLYWDplywoodPCC precast concretePCF pounds per cubic footPLF pounds per lineal footPSF pounds per square footPSI pounds per square inchPBF prefabricatedPRF preformedPT pressure treatedPL property linePH toilet paper hangerQTY quantityQT quarry tileRAD radiusREF referenceRFL reflect (ed), (ive), (or)REFR refrigeratorREG registerRE reinforcedREQ’D requiredRA return airREV revision (s), revisedR riserRD rodRFG roofingRM roomRO rough openingSCH scheduleSCN screenSECT sectionSGD sliding glass doorSHTH sheathingSHT sheetSH shelf, shelvingSIM similarSKL skylightS southSLB slabSLD slider (ing)SPEC specificationSQ squareSTD standardSTV stoveSTL steelSTR structuralSA supply airSC solid coreSW shear wallSS stainless steelSYS systemTEL telephoneTEMP temperedT&G tongue & grooveT/O top ofTOC top of concreteTOW top of wallTB towel barT treadTS tubular steelTYP typicalUL Underwriters LaboratoryUNF unfinishedUNO unless noted otherwiseVB vapor barrierVAR varnishVRN veneerVERT verticalVG vertical grainVIN vinyl sheetWL wallWC water closetWH water heaterWP water proofingWR water resistantWWF welded wire fabricWWM welded wire meshW westWIN windowW/O withoutW/ withWD woodX operable window sectionSYMBOLS999D# NUMBERROOM150 SFOccupancyUNIT COMMENTELEVATIONELEVATION MARKGRID LINELEVEL LINEWINDOW TAGDOOR TAGKEYNOTEROOM TAG1A101SIMBUILDING SECTION1A101SIMDETAIL SECTIONF.11-HRFLOOR & WALL TAGMATCHLINE1AREA OF REVISION18GRAPHIC SCALESLOPE ARROWBARRIER FREE SYMBOLMATCHLINEEXIT SIGNCUT LINE50CFMEXHAUST FANFLOOR DRAINNameElevationMIN. FLOW RATE,IF NOTEDFRTWHOURLY RATINGFIRE RESISTANT TREATEDWOOD, IF APPLICABLE?XSEE SHEET X.XXXXX.XX'1tACCESSIBILITY CLEARANCEIN PLANPATH OF TRAVEL, IFAPPLICABLE1A101SIMCALL OUTEXITDIRECTIONEXIT LIGHTSDSMOKE ALARM AND/ORDETECTORCARBON MONOXIDE ALARMAND/OR DETECTORFEFIRE EXTINGUISHER?FINISH PER SCHEDULERVROOF VENTROOF DRAIN WITH OVERFLOWEXTENTS OF SOFFIT PER PLANEXTERIOR WALLSCHEMATIC MECH. DUCTROUTING1A0.00FDCO© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:44 PMGENERALARCHITECTURALNOTES ANDSPECIFICATIONSG0.021545BJPLVO12/29/15BUILDING PERMIT X X X XXXX W SAHIN G T OF TAT E O NS NBY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date: GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. W SAHIN G T OF TAT E O NS NBY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date: GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. X X XXXXXW SAHIN G T OF TAT E O NS NBY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date: GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. X X X XXXXX W SAHIN G T OF TAT E O NS NBY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date: GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. W SAHIN G T OF TAT E O NS NBY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date: X X XXXXXW SAHIN G T OF TAT E O NS NBY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date: GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. W SAHIN G T OF TAT E O NS NBY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date: X X XXXXXXW SAHIN G T OF TAT E O NS NBY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date: GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. X X XXXXXW SAHIN G T OF TAT E O NS NBY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date: GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. W SAHIN G T OF TAT E O NS NBY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date: GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. W SAHIN G T OF TAT E O NS NBY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date: GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. W SAHIN G T OF TAT E O NS NBY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date: W SAHIN G T OF TAT E O NS NBY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date: STORMFILTER DESIGN NOTES CARTRIDGE HEIGHT SPECIFIC FLOW RATE (gpm/sf) CARTRIDGE FLOW RATE (gpm) RECOMMENDED HYDRAULIC DROP (H) 27"18"LOW DROP 3.05'2.3'1.8' 2 gpm/ft² 22.5 1 gpm/ft²2 gpm/ft²1 gpm/ft²2 gpm/ft²1 gpm/ft² 11.25 15 7.5 10 5 STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 7 CARTRIDGES. Ø72" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS. IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION GENERAL NOTES 1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2.DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3.FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com 4.STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5.STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. 6.FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 7.SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES 1.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). 3.CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4.CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). 5.CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 6.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. STRUCTURE ID WATER QUALITY FLOW RATE (cfs) PEAK FLOW RATE (cfs) RETURN PERIOD OF PEAK FLOW (yrs) # OF CARTRIDGES REQUIRED MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) PIPE DATA:I.E.MATERIAL DIAMETER INLET PIPE #1 INLET PIPE #2 OUTLET PIPE SITE SPECIFIC DATA REQUIREMENTS WIDTH HEIGHTANTI-FLOTATION BALLAST NOTES/SPECIAL REQUIREMENTS: RIM ELEVATION CARTRIDGE FLOW RATE * PER ENGINEER OF RECORD ** 368.90 12"LCPE348.85 *** 12"LCPE351.90 CSF 11.25 6 100 1.03 0.046 CB 14 TOP SLAB ACCESS SEE FRAME AND COVER DETAIL CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RING/RISERS SECTION A-A PLAN VIEW FLOW KITOUTLET SUMP STORMFILTER CARTRIDGE HDPE OUTLET RISER 72 " I.D. MANHOLE STRUCTURE (86") O.D. OUTLET SUMP OUTLET FLOATABLES BAFFLE STANDARD OUTLET RISER FLOWKIT: 42A INLET PIPE INLET INSIDE HEIGHT6' TYPICALHYDRAULIC DROP(H) INLET INV.TO OUTLET INV.FRAME AND COVER (DIAMETER VARIES) N.T.S. A A X X XXXXXXW SAHIN G T OF TAT E O NS NBY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date: GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. *5283$5&+,7(&7,1&$//5,*+765(6(59('SHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109 206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGEPLANNED UNITDEVELOPMENT10616 SE 172ND ST.RENTON, WA 98055AVANA RIDGE,LLCPROJECT ISSUES:SITE DEVELOPMENT PERMIT12/01/2015L10 *5283$5&+,7(&7,1&$//5,*+765(6(59('SHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109 206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGEPLANNED UNITDEVELOPMENT10616 SE 172ND ST.RENTON, WA 98055AVANA RIDGE,LLCPROJECT ISSUES:SITE DEVELOPMENT PERMIT12/01/2015L11 *5283$5&+,7(&7,1&$//5,*+765(6(59('SHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109 206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGEPLANNED UNITDEVELOPMENT10616 SE 172ND ST.RENTON, WA 98055AVANA RIDGE,LLCPROJECT ISSUES:SITE DEVELOPMENT PERMIT12/01/2015L12 *5283$5&+,7(&7,1&$//5,*+765(6(59('SHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109 206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGEPLANNED UNITDEVELOPMENT10616 SE 172ND ST.RENTON, WA 98055AVANA RIDGE,LLCPROJECT ISSUES:SITE DEVELOPMENT PERMIT12/01/2015L20 *5283$5&+,7(&7,1&$//5,*+765(6(59('SHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109 206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGEPLANNED UNITDEVELOPMENT10616 SE 172ND ST.RENTON, WA 98055AVANA RIDGE,LLCPROJECT ISSUES:SITE DEVELOPMENT PERMIT12/01/2015L21 *5283$5&+,7(&7,1&$//5,*+765(6(59('SHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109 206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGEPLANNED UNITDEVELOPMENT10616 SE 172ND ST.RENTON, WA 98055AVANA RIDGE,LLCPROJECT ISSUES:SITE DEVELOPMENT PERMIT12/01/2015L22FINISH GRADEBRASS NIPPLEPVC MAINLINE6'' DEPTH 5/8''PVC MAINLINEGRAVELAS REQUIREDRECTANGULAR VALVE BOXW/ EXTENSIONS AS REQ'DPVC FEMALE ADAPTERVALVE-MAINLINE SIZEBRICK SUPPORTMASTER CONTROLQUICK COUPLERVALVEBRASS NIPPLEBRASS 90 ELLFINISH GRADEPVC MAINLINE3'' MIN LENGTH3'' MIN LENGTHBRASS NIPPLEBRASS NIPPLE12'' MIN LENGTHSCALE:N.T.S.REMOTE CONTROL VALVE6SCALE:N.T.S.P.O.C. SCHEMATIC 2SCALE:N.T.S.MAINLINE BALL VALVE5BALL VALVEMAINLINE SIZE1 CUFT PEAPVC MAINLINEGRAVEL24" MIN.SCALE:N.T.S.BACKFLOW PREVENTER1PVC MALE ADAPTERROUND HANDLEW/ EXTENSIONS AS REQ'D10" ROUND VALVE BOXFINISH GRADESCALE:N.T.S.MASTER VALVE4SCALE:N.T.S.QUICK COUPLER VALVE3SCH 40 PVC MAINLINE TO BRASS FITTINGS 1 1/2" SERVICE LINE3/4'' QUICK COUPLING VALVEVALVE BOX1 1/2" DCVASOURCESEE DETAIL #1SEE CIVIL PLANFROM18"REMOTE CONTROL VALVESCH. 80 FITTINGSMAINLINEFINISH GRADESCH.80 PVC UNIONLATERAL LINEPRESSURE REGULATOR5/8" GRAVEL SUMPBALL VALVESCALE:N.T.S.HUNTER DRIP ZONE CONTROL KIT7FILTERSCALE:N.T.S.PVC SUPPLY HEADER END FEED9SCALE:N.T.SAIR/VACUUM MOUND LAYOUT10AIR/VACUUM RELIEF LATERALPLUMBED TO TUBING (TYP.) FLUSH VALVE (CEFCH-H) TORO DL2000 AUTOMATICPERIMETER LATERAL3' TO 4'' FROM EDGEZONE HIGH POINT (TYP).TUBING (A710) CENTERED ON TORO DL2000 BLANKRELIEF VALVE (YD-500-34)TORO DL2000 AIR/VACUUMBLANK TUBING (A710) ATPLUMBED TO TORO DL2000 EACH HIGH POINT (TYP.)COMPRESSION ADAPTER (CA710)PVC TEE TO TORO DL2000PVC SUPPLY MANIFOLDFLOW FROM VALVEPVC / PE LATERAL DEPTH--12" COVERELBOW (CEL710) (TYP.)TORO DL2000 BLANKTORO DL2000 DRIPLINE (TYP.)TORO DL2000 COMPRESSIONDL2000 DEPTH--4" COVER(RGP-212)TUBING (A710)1" SUPPLY LINEPOP-UP SPRINKLERPVC LATERAL LINELATERAL LINE FITTING1/2'' PE SWING PIPE12'' MIN LENGTH90 DEG BARBED ELL90 DEGBARBEDFINISHGRADEELLNOTES:INSTALL POP-UP 4'' FROM ALL HARDSCAPESURFACES.USE BOTTOM INLET ONLY.SCALE:N.T.S.HI POP SPRINKLER11VALVE INLET PIPE SIZE TO MATCH OUTLET PIPE SIZE.PVC MAINLINE TEE (BUSH AS REQ'D)SCH 80 PVCNIPPLESCH. 80 PVC90 DEG ELL 24" COVER BALL VALVEBRASSFINISH GRADECLEAR SCH. 80PVC UNION6" MIN. DEPTH 5/8'' WASHED GRAVEL4" AUTOMATICVALVEVALVE BOX W/LOCKING LIDPVC MALEADAPTER15" COVER PVC LATERAL15" MIN.1 1/2" METER SEE CIVIL PLANCONTROLLERAS SPECIFIED120 VOLT ELECTRICAL CONDUIT(SIZE AS REQUIRED)TO 120 VOLT POWERSOURCE24 VOLT WIRE ANDCONDUIT TO VALVESWALLFINISH FLOORSCALE:N.T.S.WALL MOUNT CONTROLLER81 1/2" MASTER VALVE FINISHGRADE6'' DEPTH 5/8''WASHED GRAVEL12''DOUBLE CHECK VALVE BOX ASSPECIFIED. CENTERBACKFLOW IN BOXFITTINGS BOTH SIDESBRASS PIPE ANDOF ASSEMBLYSTATE APPROVED ASSEMBLY, RESILIENTSEATED BALL VALVESAND TEST COCKSNOTE:INSPECTION OF COMPLETED ASSEMBLYBY CERTIFIED TESTER REQUIRED.SUMPFROM SOURCETO MAINLINE *5283$5&+,7(&7,1&$//5,*+765(6(59('SHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109 206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGEPLANNED UNITDEVELOPMENT10616 SE 172ND ST.RENTON, WA 98055AVANA RIDGE,LLCPROJECT ISSUES:SITE DEVELOPMENT PERMIT12/01/2015L231.AIR/VACUUM RELIEF VALVESCALE:N.T.S.AIR/VACUUM RELIEF VALVE13SCALE:N.T.S.FLUSH VALVE MANIFOLD12LOWER THAN DRIPLINECANNOT BE CONNECTEDLATERALS.5/8 WASHED GRAVEL6" MINIMUMTUBING (TYP.) (A710)TORO DL2000 DRIPLINE (TYP.)ADAPTER (CA710) (TYP.)TORO DL2000 COMPRESSIONFINISH GRADEVALVE BOX6" ROUNDRELIEF VALVE (YD-500-34)TORO DL2000 AIR/VACUUM1/2" PVC TEE (SxSxT)NOTE:PEA GRAVEL SUMP (6'')(RGP-212) OR BLANK VALVEPVC BALL S-T ELBOW1/2" PVC SCH. 40FLEX TUBING"COBRA" 1/2" X 24'VALVE BOX10" ROUNDDL2000 FLUSH LINELINE FLUSHINGVALVE--CEFCH-HSCALE:N.T.S.PVC TO DL2000 CONNECTION14COMPRESSION ELBOWCOMPRESSION ADAPTERDL2000 CA710PVC LATERALFINISH GRADEBLANK DL2000DL2000 TUBINGRGP-212TUBING--A710DL2000 CEL7104" MIN.14. INSTALL HUNTER MP ROTATOR NOZZLES AS NOTED ON DRAWING. ADJUST RADIUS TO MAXIMIZE COVERAGE AND MINIMIZE OVERSPRAY ONTO HARDSCAPE SURFACE. PRESSURE (PSI) AT THE POINT OF CONNECTION (EXPECTED--70 PSI). IMMEDIATELY 11. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR WINTERIZATION OF SYSTEM. SYSTEM MUST BE WINTERIZED BY BLOWING OUT WITH COMPRESSED AIR.5. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY SLEEVING UNDER HARDSCAPES, I.E. ROADS, SIDEWALKS, ETC., WHETHER SPECIFICALLY INDICATED ON6. LOCATE PIPE NEAR PERMANENT STRUCTURES WHERE POSSIBLE, I.E. ALONG EDGES OF SIDEWALKS, ETC. LEAVE PIPE SIZING FACE UP IN TRENCH TO FACILITATE REPAIR.8. SPRINKLER HEADS IN PLANTING AREAS SHOULD BE A MAXIMUM OF 4" FROM9. IRRIGATION CONTRACTOR IS RESPONSIBLE TO FINE TUNE ALL NOZZLES ON SITE TO13. COORDINATE INSTALLATION LOCATION OF HUNTER WIRELESS RAIN SENSOR UTILITIES ENCOUNTERED THROUGHOUT THE SCOPE OF WORK.1. PRIOR TO THE COMMENCEMENT OF WORK, CONTRACTOR MUST VERIFY STATIC WATER 2. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL3. ALL DRAWINGS ARE DIAGRAMMATIC. FIELD VARIANCES MAY OCCUR. NOTIFY4. MAINLINE LAYOUT IS DIAGRAMMATIC. IT HAS BEEN SHOWN IN HARDSCAPE FOR12. PIPING MAY BE INSTALLED IN A COMMON TRENCH. ALLOW A MINIMUM OF FOUR (4") INCHES BETWEEN PARALLEL PIPE LINES. LOCATE TRENCHES TO AVOID CONFLICT THE DRAWINGS OR NOT. SLEEVING SHOULD EXTEND 6" BEYOND HARDSCAPE EDGES. WITH ARCHITECT. INSURE COVERAGE AND MINIMIZE OVERSPRAY.10. VERIFY CONTROLLER LOCATION WITH ARCHITECT.7. ALL UNSIZED TERMINAL LATERAL LINES ARE 3/4" PIPE. ARCHITECT IMMEDIATELY. WITH INSTALLATION OF TREES & SHRUBS. BED EDGES. PURPOSE OF CLARITY.GENERAL NOTES NOTIFY ARCHITECT OF RESULTS. BUCKNER 3/4" QUICK COUPLER VALVE WITH LOCKING TOPSOLID STATE PEDESTAL MOUNT CONTROLLER- HUNTER INDUSTRIES ACC-1200INPUT: 120 VAC, OUTPUT: 24 VAC. UL LISTED AND TESTED. INSTALL HUNTER WIRELESS SOLAR SYNC SENSOR (WSS-SEN) WITHIN 800FT OF CONTROLLER.MAINLINE ISOLATION VALVE--SIZE TO MATCH MAINLINELATERAL LINE--CLASS 200 PVC, SIZE AS NOTED ON DRAWINGSLEEVING--SCHEDULE 40 PVC FOR SLEEVES 3" AND SMALLER, CLASS 200 PVC MINIMUM 24" OF COVER OVER ALL SLEEVING UNDER ROADWAYSAND DRIVEWAYS. VERIFY SLEEVE LOCATIONS WITH GENERAL CONTRACTOR.MAINLINE--1 1/2" SCHEDULE 40 PVC FOR SLEEVES 4" AND LARGER --MIN. 2X DIAMETER OF INTERIOR PIPE,HUNTER ICV FILTER SENTRY SERIES REMOTE CONTROL VALVE--PLASTICSIZE AS INDICATED ON DRAWING.VALVE DETAIL--ZONE NUMBER VALVE SIZE GPMDESCRIPTION IRRIGATION LEGENDSYMBOLGPMTORO DL2000 DRIPLINE WITH ROOTGUARDFLUSH VALVE MANIFOLD: TORO DL2000 CEFCH-H FLUSH CAP,AIR/VACUUM RELIEF VALVE--TORO DL2000 YD-500-34 (1/2" MIPT)RGP-212 (PRESSURE COMPENSATING, 12" EMITTER SPACING)FAASSEMBLY INCLUDES BU-1/2' BALL VALVE AND 1/2" X 24" COBRAFLEX TUBING. SEE DETAILS.1 1/2" MASTER VALVESPRINKLER, HUNTER PRS-40-12-CV W/MP1000 ROTATOR NOZZLE.19, .25, .37, .75SPRINKLER, HUNTER PRS-40-12-CV W/MP2000 ROTATOR NOZZLE.4, .55, .74, .86, 1.10, 1.47SPRINKLER, HUNTER PRS-40-12-CV W/MP ROTATOR SIDE STRIP, MP RT STRIP.44, .22, .22MP LEFT STRIP.4SPRINKLER, HUNTER PRS-40-12-CV W/MPCORNER ROTATOR NOZZLECCHECK SIGNAL STRENGTH. SEE SPECIFICATIONS. COPPER MAINLINE AND STUB OUTS TO BE INSTALLED BY MECHANICAL. TO LEVELS 2 & 5. SEE PLUMBING DRAWINGS. 1" PE LATERAL LINE UNDER PAVERS ON PEDESTAL LEVELS 2 AND 5. MIPT COPPER STUB OUT. PROVIDED BY MECHANICAL. TORO PR25-9 MULTI OUTLET EMITTER FOR MICROLINE TUBING IN POTSSCALE:N.T.S.PRECAST POT IRRIGATION151 1/2" METER AND SERVICE LINEPOINT OF CONNECTION 3/4" QUICK COUPLER VALVE 1 1/2" FEBCO 850 DCVAPVC LATERAL LINE12" COVER SYSTEM RZWS-18-50HUNTER BUBBLERFINISH GRADESCALE:N.T.S.ROOT ZONE WATERING SYSTEM16BSPRINKLER, HUNTER PRS-40-4-CV W/MP1000 ROTATOR NOZZLE.19, .25, .37, .75SPRINKLER, HUNTER PRS-40-4-CV W/MP ROTATOR SIDE STRIP, MP RT STRIP.44, .22, .22MP LEFT STRIP.19, .39SPRINKLER, HUNTER PRS-40-4-CV W/MPCORNER ROTATOR NOZZLE.13, .26SPRINKLER, HUNTER PRS-30-12-CV W/MP800SR ROTATOR NOZZLE.13, .26SPRINKLER, HUNTER PRS-30-4-CV W/MP800SR ROTATOR NOZZLE © 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:48:32 PMZONING CODECALCULATIONSA0.011545BJPBJP / LVO12/29/15BUILDING PERMITPROJECT SUMMARYPROJECT ADDRESS: 10616 SE 172nd STREET, RENTON, WA 98055SITE AREA:GROSS SITE AREA=164,827DELINEATED STREAM AREA = 4,016ROW DEDICATION= 1,237NET SITE AREA = 159,574 (3.663 ACRES)ZONING: RM-F (RESIDENTIAL - MULTIFAMILY)PRINCIPAL USESNUMBER OF RESIDENTIAL UNITS: 74 UNITS - MULTIFAMILY APARTMENTSRESIDENTIAL AMENITY AREA:7,157 SFCOMMERCIAL AREA:NONE4-2-110A - DEVELOPMENT STANDARDS FORRESIDENTIAL ZONING DESIGNATIONSRM-F ZONING DEVELOPMENT STANDARDS:MIN RESIDENTIAL DENSITY 10 DU/acreMAX RESIDENTIAL DENSITY20 DU/acreDENSITY PROPOSED:74 UNITS TOTAL = 20.21 DU/acre (REFER TO DENSITY WRKSHT FOR CALCS)MIN FRONT (STREET) YARD:20 FTMIN SIDE YARD:0 FTMIN BACK YARD:0 FTMAX BUILDING COVERAGE:35% ALLOWEDBUILDING COVERAGE PROPOSED:GROSS: 13.8%NET: 14.2%MAX IMPERVIOUS SURFACE AREA:75%IMPERVIOUS SURFACE AREA PROPOSED: GROSS: 40.3% NET: 41.6%MAX BUILDING HEIGHT:25 FT BASE + 10 FT MAX ADD'L PER 4-2-110D #20 = 35 FT MAX ALLOWEDADD'L OPEN SPACE PROPOSED PER SITE PLAN TO SATISFY REQ'TS PER4-2-110D #20.STALL TYPECOUNTADA STALL - STANDARD2ADA VAN STALL - STANDARD2COMPACT20STANDARD45STANDARD - OVERHANG25GRAND TOTAL944-2-115 - RESIDENTIAL DESIGN AND OPEN SPACESTANDARDSRESIDENTIAL DESIGN AND OPEN SPACE DEVELOPMENT STANDARDS NOT APPLICABLE TO RM-F ZONED SITES4-4-070 - LANDSCAPINGRM-F LANDSCAPING DEVELOPMENT STANDARDS:4-4-070.1 - STREET FRONTAGE LANDSCAPING:10 FT REQ'D ALONG ALL PUBLIC FRONTAGES4-4-070.6 - PARKING LOTS:PERIMETER LANDSCAPING REQ'D AROUND ALL PARKING LOTS PER 4-4-070.6aINTERIOR PARKING LOT LANDSCAPING - 25 SF / PKG SPACE REQ'D PER 4-4-070.6bINTERIOR PARKING LOT LANDSCAPING: REQUIRED: 2,350 SF (94 STALLS x 25 SF per STALL)PROVIDED: 3,854 SF (LIMITS DELINEATED ON SITE PLAN)4-4-100 - URBAN DESIGN REGULATIONSRM-F URBAN DESIGN REQUIREMENTS FOR SITES IN "DISTRICT B"4-4-100.E1 - SITE DESIGN AND BUILDING LOCATIONBUILDINGS SHALL ENHANCE THE MUTUAL RELATIONSHIP BETWEEN BUILDINGS AND OPEN SPACES AND PRESERVE OPENSPACES. BUILDINGS SHALL BE ORIENTED TOWARDS THE SIDEWALK AND PUBLIC REALM WITH A CLEARLY ORIENTED FRONT ENTRYCONNECTING TO THE SIDEWALK . RESIDENTIAL USES AT STREET LEVEL SHALL BE EITHER RAISED BOVE STREET LEVEL FORRESIDENTS' PRIVACY OR SET BACK MIN 10 FT AND FEATURE LANDSCAPING FOR PRIVACY.PROPOSED DESIGN RATIONALE: DRIVEWAY ACCESS TO THE SITE IS LOCATED BETWEEN BOTH BUILDINGS. THEORGANIZING SCHEME PLACES BUILDING ENTRIES ON EACH INSIDE BUILDING CORNER OFF OF 172ND STREET. RESIDENTIAL UNITSARE SET BACK FROM THE SIDEWALK AND PUBLIC REALM BY UTILIZING THE NATURAL SLOPE OF THE TOPOGRAPHY, ADHERING TOSETBACKS, AND USING LANDSCAPED ELEMENTS TO BOTH SCREEN FOR PRIVARY PYRPOSES AND PROVIDE A SOFTENED BUILDINGEDGE.4-4-100.E1 - BUILDING ENTRIESBUILDING ENTRIES SHALL FACE THE STREET AS A FOCAL POINT AND ALLOW SPACE FOR SOCIAL INTERACTION. PRIMARYENTRY SHALL BE VISUALLY PROMINENT. ENTRIES SHALL BE CLEARLY MARKED WITH CANOPIES, ARCHITECTURAL ELEMENTS,LANDSCAPING, ETC AND INCLUDE WEATHER PROTECTION. ENTRIES FROM A PARKING LOT SHALL BE SUBSERVIENT TO THEPRIMARY ENTRY.PROPOSED DESIGN RATIONALE: THIS ENTRY PLACEMENT EMPHASIZES THE RELATIONSHIP BETWEEN BUILDINGS,REINFORCING THE INSIDE CORNERS OF BOTH BUILDINGS ALONG 172ND AS CLEARLY ORIENTED TO THE PUBLIC REALM ANDSIDEWALK. THESE ELEMENTS WILL BE VISUALLY PROMINENT WITH SOME FORM OF OVERHEAD CANOPY OR TRELLIS ELEMENT TODENOTE ITS HIERARCHY AS A PRINCIPAL ORGANIZING ELEMENT. USING THIS STRATEGY, WE ARE PROPOSING AN ENHANCEDMUTUAL RELATIONSHIP BETWEEN OUR BUILDINGS, DESPITE THEIR PHYSICAL SEPARATION. LANDSCAPING WILL SERVE TO SOFTENTHE EDGE BETWEEN THE BUILDING AND PUBLIC REALM.4-4-100.E1 - TRANSITION TO SURROUNDING DEVELOPMENTBUILDINGS SHALL USE EITHER BUILDING PROPORTIONS INCLUDING UPPER-LEVEL STEPBACKS, BUILDING ARTICULATION,OR ROOF LINES / SHAPES TO REDUCE THE PROJECT'S APPARENT BULK AND SCALE WITH RESPECT TO ADJACENT LAND USES ANDDEVELOPMENT.PROPOSED DESIGN RATIONALE: THE ESSENCE OF THE BUILDING DESIGN INVOLVES AN OUTWARD-FACING SCHEME,MODULATING THE ROOF FORMS AS WE’VE SHOWN. THIS DESIGN OPENS UP THE SITE TO ITS SURROUNDING CONTEXT ANDOFFERS DIRECT VIEWS OUTWARD, WITH A ROOFLINE THAT IS RESPECTFUL TO THE RESIDENTIAL SCALE OF NEIGHBORINGPROPERTIES TO THE NORTH. THE SCHEME MODULATES THE BUILDING’S MASS BY BREAKING IT UP USING MATERIAL CHANGES TODENOTE A BASE, ALTERNATING ROOF FORMS, AND ALTERNATING FENESTRATION PATTERNS. UNITS VISIBLE ON THE APPROACHTO THE SITE ARE OUTWARD FACING, GENERATED BY UNITS DESIGNED TO TAKE ADVANTAGE OF A PROMINENT PUBLICALLY VISIBLESTREET FAÇADE. THE DESIGN USES LARGE, PROMINENT WINDOWS ALONG THE STREET FRONTAGE AND APPROACH TO THE SITETO INDICATE RESIDENTIAL USES, AVOIDING LARGE SPANS OF BLANK WALLS. THE DESIGN IS BUILT UPON HAVING THE EXPOSEDENDS OF THE PROJECT FACE OUTWARD TO TAKE ADVANTAGE OF PROMINENT FACADES AND CREATE A VISUAL MARKER FOR ARESIDENTIAL USE FROM THE STREET FRONT. BY ORIENTING CORNER UNITS ALONG EXPOSED FACADES TOWARDS THE EAST ANDWEST SIDES OF THE SITE RATHER THAN TOWARDS THE NORTH OR SOUTH, WE’VE CREATED UNIQUE CONDITIONS ON THEOUTSIDE EDGES OF THE PROJECT THAT RESPOND TO THEIR SURROUNDINGS RATHER THAN NEGLECTING THE BACK AND SIDEADJACENCIES. BY USING THIS STRATEGY, WE ARE AVOIDING HARD EDGE CONDITIONS AS THE BUILDING TURNS THE CORNER. OURWINDOW PATTERNING SEEKS TO FURTHER REINFORCE THIS TRANSITION AND CONNECTION.4-4-100.E1 - SERVICE ELEMENT LOCATION AND DESIGNSERVICE ELEMENTS SHALL BE LOCATED AND DESIGNED TO MINIMIZE THEIR IMPACTS ON THE PEDESTRIAN ENVIRONMENTAND SHALL BE ENCLOSED ON ALL SIDES AND ROOF WITH A WALL OR FENCE AND HAVE SELF-CLOSING DOORS TO THE ENCLOSURE.THEY SHALL BE MADE OF MASONRY, ORNAMETAL METAL OR WOOD. A 3-FT WIDE MIN LANDSCAPE STRIP ADJACENT TO THESERVICE ELEMENT IS REQUIRED IF THE ELEMENT ADJACENT TO A PEDESTRIAN-ORIENTED SPACE.PROPOSED DESIGN RATIONALE: AVANA RIDGE PROPOSES ONE, CENTRALLY-LOCATED REFUSE AND RECYCLE ENCLOSURE.THIS LOCATION ADHERES TO DISTANCE REQUIREMENTS AND PROVIDES AN EASILY ACCESSIBLE AREA FOR WASTE MANAGEMENTPICKUPS. REFER TO A0.08 FOR TRASH ENCLOSURE CALCULATIONS AND DETAILS.4-4-100.E4 - RECREATION AREAS AND COMMON OPEN SPACEPROJECT SHALL PROVIDE MIN 150 SF / UNIT PRIVATE OPEN SPACE WITH AT LEAST100 SF / PRIVATE OPEN SPACE PER UNIT(ATTACHED DIRECTLY).OPEN SPACE REQ'D = 74 DU X 150 SF =11,100 SF PRIVATE OPEN SPACE - TOTAL74 DU X 100 SF = 7,400 SF PRIVATE UNIT OPEN SPACE (ATTACHED)PROPOSED OPEN SPACE CALCULATIONS: 4,156 SF PRIVATE UNIT OPEN SPACE PROVIDED (ATTACHED)1,124 SF PRIVATE OPEN SPACE - AMENITY WEST LEVEL 119,795 SF OPEN SPACE - COMMUNITY OPEN SPACE4-4-100.E5 - BUILDING CHARACTER AND MASSINGAS WE HAVE A DESIGN THAT INVOLVES TWO BUILDINGS OF DIFFERENT LENGTHS, THE INTENT IS TO CREATE ANORGANIZING MODULE APPLICABLE TO BOTH BUILDINGS THAT RESPECTS SCALE, MASSING AND PEDESTRIAN INTERACTION. BYGENERATING A MODULATION THAT RESPONDS TO SITE, VIEWS AND ADJACENCIES, WE ARE EFFECTIVELY REDUCING THE BULK OFBOTH BUILDINGS. WE ARE PROVIDING A VARIETY OF MODULATIONS ACROSS THE SITE TO RESPOND TO BOTH NATURAL SITECONDITIONS ON A STEEP SLOPE SITE, AND TO RESPOND TO THE CHARACTER OF THE ADJACENT DEVELOPMENT. THEALTERNATING ROOF FORMS OFFER OPPORTUNITIES ON THE FACADES TO BRING IN MORE NATURAL LIGHT, AND TO INTRODUCEDIFFERENT AESTHETICS IN WINDOW PATTERNS. THE DESIGN IMPLEMENTS ACCENTED PANEL COLORS TO COMPLEMENT THELARGER WINDOW LOCATIONS AND FURTHER CREATE SCALE BREAKS IN AREAS WITH SMALLER WINDOWS AND LARGER PANELSIZES.4-4-100.E5 - BUILDING MATERIALSBUILDINGS SHALL BE CLAD IN SAME BUILDING MATERIALS ON ALL SIDES WITH CHANGES IN MATERIAL VARIATIONS,TEXTURES, ETC. MATERIAL DETAILING SHALL BE VISIBLE ON ALL FACADES. MATERIALS SHALL BE DURABLE AND OF HIGH QUALITY.PROPOSED DESIGN RATIONALE: THE PROJECT PROPOSAL INCLUDES VARIOUS TYPES OF MATERIAL AND COLORVARIATIONS TO ADD DEPTH, TEXTURE AND VISUAL INTEREST TO EACH BUILDING FACADE. BUILDING MATERIALS PROPOSEDINCLUDE COLORED CEMENT BOARD IN PANEL AND LAP ORIENTATIONS. AT BUILDING ENTRIES AND RESIDENT AMENITY AREAS,BRICK IS USED TO INDICATE HIERARCHY OF SPACES AND TO GROUND THE BUILDING IN THESE AREAS. CANOPIES ARE PROPOSEDAT PRIMARY AND SECONDARY ENTRIES, AS WELL AS AT THE AMENITY SPACE AT WEST LEVEL 1. THESE CANOPIES WILL HAVE THEUNDERSIDE LINED WITH A WOOD PANEL MATERIAL.4-4-080 - PARKINGRM-F PARKING REQUIREMENTS:4-4-080.F7d - RESIDENTIAL PARKING LOCATION REQUIREMENTSPARKING LOTS SHALL NOT BE LOCATED BETWEEN THE PRIMARY BUILDING AND THE FRONT PROPERTY LINE.PROPOSED DESIGN RATIONALE: PARKING LOT BUFFERS ARE PROVIDED AT ALL SURFACE PARKING AREAS.4-4-080.8 - PARKING STALL TYPES, SIZES, AND PERCENTAGE ALLOWED /REQUIREDSTANDARD PARKING STALL DIMENSIONS FOR SURFACE PARKING PER 4-4-080.8a SHALL BE:9 FT WIDE X 20 FT LONG (TYPICAL)9 FT WIDE X 23 FT LONG (PARALLEL PARKING)COMPACT PARKING STALL DIMENSIONS FOR SURFACE PARKING PER 4-4-080.8c SHALL BE:8.5 FT WIDE X 16 FT LONG (TYPICAL)MAX 30% COMPACT PARKING ALLOWEDTANDEM PARKING - ALLOWED PER 4-4-080.8d SO LONG AS PARKING STALLS ARE ASSIGNED EXCLUSIVELY TO SPECIFICDWELLING UNITS AND ENFORCED BY PROPERTY OWNER OR MANAGEMENT COMPANY.REDUCED PARKING STALL LENGTH AT OVERHANGS - ALLOWED PER 4-4-080.8e UP TO 2 FT, PROVIDED SUFFICIENTAREA FOR THE OVERHANG IS PROVIDED AND VEHICLE OVERHANG DOES NOT PROTRUDE INTO REQUIREDLANDSCAPING AREASACCESSIBLE PARKING STALLS - PROVIDE PER WA ST CODE STANDARDS, IBC-WSA CH 11.4-4-080.9 - AISLE WIDTH STANDARDSAISLE WIDTH AT 90 DEG PARKING TO BE MIN 24 FT WIDE 4-4-080.10 - NUMBER OF PARKING SPACES REQUIREDPARKING QUANTITIES FOR RESIDENTIAL USES IN THE RM-F ZONE PER 4-4-080.10d AS FOLLOWS:ONE BEDROOM OR STUDIO = 1.0 SPACES / DUTWO BEDROOMS = 1.4 SPACES / DUTHREE (OR MORE) BEDROOMS = 1.6 SPACES / DUGUEST PARKING (4-4-080.10f) = N/APARKING QUANTITY REQUIRED:4-4-080.F11 - NUMBER OF BICYCLE PARKING SPACES REQUIRED: 0.5 BICYCLE SPACES / ATTACHED DWELLING UNIT SHALL BE PROVIDED PER 4-4-080.F11aBICYCLE PARKING REQUIRED:74/2 = STORAGE FOR 37 BIKES REQUIRED ACROSS PROJECTBICYCLE PARKING PROVIDED:21 BIKE PARKING PROVIDED IN WEST BUILDING BIKE ROOM20 BIKE PARKING PROVIDED IN EAST BUILDING BIKE ROOM41 TOTAL BIKE PARKING STALLS PROVIDEDSCALE:A0.01AERIAL PERSPECTIVE1SCALE:A0.01STREET PERSPECTIVE (172nd ST)24-4-090 - REFUSE AND RECYCLING STANDARDSRM-F REFUSE AND RECYCLING REQUIREMENTS:4-4-090.C - GENERAL REQUIREMENTSARCHITECTURAL DESIGN OF OUTDOOR STRUCTURE SHALL BE CONSISTENT WITH ARCHITECTURE OF PRIMARYBUILDINGS ON PROPERTY. COLLECTIONS AND COMPACTOR AREAS SHALL BE SCREENED BY MIN 6 FT HIGHT FENCE OR WALL.ENTRY INTO THE ENCLOSURE SHALL BE AT LEAST 12 FT WIDE. MIN HEIGHT WHERE ENCLOSED TO BE 15 FT.4-4-090.D - MULTI-FAMILY DEVELOPMENTS - ADDITIONAL REQUIREMENTS FOR DEPOSIT AND COLLECTION AREASMIN SIZE TO BE 1.5 SF / DU FOR COLLECTION AREAS. A MINIMUM OF ONE COLLECTION AREA IS REQUIRED PER 30DWELLING UNITS. COLLECTION AREAS SHALL BE LOCATED NOT FURTHER THAN 200 FT FROM THE ENTRIES TO THE BUILDINGTHEY SERVE.REFUSE / RECYCLING AREAS REQUIRED:74 DU x 1.5 SF / DU = 111 SF MIN RECYCLE COLLECTION AREA74 DU x 3.0 SF / DU = 222 SF MIN REFUSE COLLECTION AREA74 DU = MIN 2 COLLECTION AREAS REQ'DREFUSE / RECYCLING AREAS PROVIDED: TOTAL AREA = 436 SFONE CENTRALLY-LOCATED PICKUP LOCATION IS PROPOSEDUNITTYPECOUNTB.11 / 112B.1a1 / 11B.21 / 14C.12 / 27C.1a2 / 21C.22 / 24C.32 / 23D.13 / 28EAST BUILDING TOTAL UNITS40NAMETYPECOUNTB.11 / 16B.1a1 / 11B.21 / 14C.12 / 211C.1a2 / 21C.32 / 22D.13 / 29WEST BUILDING TOTAL UNITS34REFUSE OR RECYCLING:UNIT #/10 = CUBIC YARDS OF REFUSE OR RECYCLING74 UNITS = 7.4 x 1 = 7.4 CUBIC YARDS REQUIRED74 UNITS = 7.4 x 1 = 7.4 CUBIC YARDS REQUIREDREFUSE: (4) 2 CU. YD. CONTAINERS PROVIDEDRECYCLE: (4) 2 CU. YD. CONTAINERS PROVIDEDREFER TO A0.08 FOR REFUSE/RECYCLE DETAILSSOLID WASTE/RECYCLABLE REQUIREMENTSELEV + ELEV / 2 = AVERAGEEAST BUILDING:NORTH =(383.88' + 391.63') /2= 388.67'EAST =(391.63' + 388.90') /2= 392.14'SOUTH =(388.90' + 383.98') /2= 387.40'WEST =(383.98' + 383.88') /2= 383.93'EAST BUILDING AVG GRADE: 387.09'WEST BUILDING:NORTH=(362.69' + 381.13') /2= 372.36'EAST=(381.13' + 377.60') /2= 379.82'SOUTH=(377.60' + 359') /2= 368.3'WEST=(359' + 362.69') /2= 360.84'WEST BUILDING AVG GRADE: 371.35'EAST BUILDING UNIT DISTRIBUTIONWEST BUILDING UNIT DISTRIBUTIONUNIT TYPECOUNT1 / 1282 / 2293 / 217TOTAL UNITS74PARKING PROVIDED:x 1.0 = 28x 1.4 = 40.6x 1.6 = 27.296 TOTAL STALLS REQUIRED94 TOTAL STALLS PROVIDED** - DEVIATION REQUESTED 6' - 0"6' - 0"6' - 0"6' - 0"R-2 (STORY 4)R-2 (STORY 3)R-2 (STORY 2)R-2 (STORY 1)FIN. FLRBLDG. HGT. ABV. GRADE PLANE40' - 0"370' - 1 3/4"410' - 1 3/4"R-2 (STORY 4)R-2 (STORY 3)R-2 (STORY 2)R-2 (STORY 1)MAX BLDG HEIGHT:BLDG. HGT. ABV. GRADE PLANE40' - 0"1' - 1 1/8"388' - 0 1/4"428' - 0 1/4"WEST BLDG -HEIGHT LIMIT411' - 4 3/16"EAST BLDG -HEIGHT LIMIT427' - 1 3/32"© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:14:29 PMBUILDING CODECALCULATIONSA0.041545BJPBJP / LVO12/29/15BUILDING PERMITTHIS SECTION SUMMARIZES MAJOR DESIGN ASSUMPTIONS AND REQUIREMENTSFOR THE PROPOSED PROJECT. SEE PROJECT CALCULATIONS AND PLANS FORADDITIONAL INFORMATIONBUILDING AREA SUMMARY:AREAS LISTED ARE GROSS FLOOR AREA MEASURED TO INSIDE FACE OFEXTERIOR WALLS EXCLUSIVE OF VERTICAL SHAFTS (IBC 502.1.)RENTON MUNICIPAL CODE(CURRENT EDITION)2012 INTERNATIONAL BUILDING CODE – WAC 51-50 AMENDMENTS2012 INTERNATIONAL MECHANICAL CODE – WAC 51-522012 NFPA 54, NATIONAL FUEL GAS CODE – WAC 51-52-210002012 EDITION OF NFPA 58, LIQUEFIED PETROLEUM GAS CODE – WAC 51-522012 INTERNATIONAL FUEL GAS CODE - WAC 51-522012 INTERNATIONAL FIRE CODE – WAC 51-542012 UNIFORM PLUMBING CODE & STANDARDS – WAC 51–56 AND WAC 51-572012 WASHINGTON STATE ENERGY CODE - WAC 51-11WAC 51-50 WASHINGTON STATE BUILDING CODE (IBC)WAC 51-52 WASHINGTON MECHANICAL CODE (IMC)WAC 51-54 WASHINGTON STATE FIRE CODE (IFC)WAC 51-56 & 51-57 WASHINGTON STATE PLUMBING CODE & STANDARDSWAC 296-46B ELECTRICAL SAFETY STANDARDS, ADMIN, & INSTALLATIONCODES IN ENFORCEMENTOCCUPANCY CLASSIFICATION:OCC. GROUP TYPE:PROPOSED USE:R-2 (IBC 310) RESIDENTIAL R-2MULTIFAMILY APARTMENTSS-2(IBC 311) STORAGE S-2TENANT STORAGE (ENCLOSED)IBC CH. 3 - USE AND OCCUPANCYIBC TABLE 601: FIRE-RESISTANCE RATING FOR TYPES OF CONSTRUCTION:VA CONSTRUCTION, FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS:ELEMENTREQUIREDPROVIDEDSTRUCTURAL FRAME1 HOUR1 HOURBEARING WALLS, EXTERIOR1 HOUR1 HOURBEARING WALLS, INTERIOR1 HOUR1 HOURNON-BEARING WALLS, EXTERIORTABLE 602NON-BEARING WALLS, INTERIORNON-RATED0 HOURFLOOR CONSTRUCTION1 HOUR1 HOURROOF CONSTRUCTION 1 HOUR1 HOURIBC TABLE 602: FIRE RESISTANCE RATING REQ'TS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE:WALLS < 5' FIRE SEPT. DIST 1-HOUR (R-2, S-2 OCCUPANCIES IN VA / IA CONSTRUCTION)5' < WALLS < 10' FIRE SEPT. DIST1-HOUR (R-2, S-2 OCCUPANCIES IN VA / IA CONSTRUCTION)10' < WALLS < 30' FIRE SEPT. DIST1-HOUR (R-2, S-2 OCCUPANCIES IN VA / IA CONSTRUCTION)WALLS > 30' FIRE SEPT. DIST0 HOUR (ALL OCCUPANCIES, ALL CONSTRUCTION TYPES)IBC CH. 6 - TYPES OF CONSTRUCTIONTHE FOLLOWING SUBMITTALS ARE DEFERRED AND WILL BE SUBMITTED UNDERFUTURE PERMIT APPLICATIONS BY THE PROJECT OWNER, GENERALCONTRACTOR, OR DESIGN-BUILD SUBCONTRACTOR DIRECTLY RESPONSIBLEFOR PERFORMING THE WORK:1. MECHANICAL2. ELECTRICAL3. PLUMBING4. FIRE SUPPRESSION5. FIRESTOPPING6. TRUSS DESIGN7. PEDESTRIAN BRIDGEDEFERRED SUBMITTALSALL CONSTRUCTION TYPES, FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS:ELEMENTREQUIREDPROVIDEDUTILITY TRANSFORMER VAULTS (WALLS, FLR, CLGS)3 HOURN/AUTILITY TRANSFORMER VAULTS (OPENINGS)3 HOURN/AELEVATOR MACHINE RMS (> 4 STORIES)2 HOUR2 HOURSHAFTS (3 STORIES OR LESS)1 HOUR1 HOURSHAFTS (4 STORIES OR MORE)2 HOUR2 HOURELEVATOR HOISTWAY (> 4 STORIES )2 HOUR2 HOURCORRIDOR, FIRE PARTITION (R-2 OCCUPANCY)1 HOUR1 HOURRATED FIRE DOOR PROTECTIONPER TABLE 716.5SEE FLOOR PLANS FOR TYPICAL LOCATIONS OF REQUIRED RATED CONSTRUCTIONSEE DETAIL SHEETS FOR TYPICAL WALL, FLOOR, & CEILING RATED ASSEMBLIESSEE DETAIL SHEETS FOR DETAILS PERTAINING TO PROTECTION REQUIRED AT PRIMARY FRAME, COLUMNS, ANDELEMENTS SUPPORTING MULTIPLE FLOOR LEVELS.EXTERIOR WALLS & PROJECTIONS (705):EXTERIOR WALLS WITH FIRE SEPARATION DISTANCE < 10 FT FROM PROP LINE SHALL BE RATED FOREXPOSURE FROM BOTH SIDES.SEE DIAGRAM BELOW FOR IDENTIFICATION OF WALLS REQ'D TO BE RATED FOR EXPOSURE BOTH SIDES(NONE PROPOSED DUE TO FIRE SEPARATION DISTANCE PROVIDED)EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE (TABLE 705.8)OPENING TYPE FIRE SEP. DIST = 5'-10'10'-15'15'-20'20' OR GREATERUNPROTECTED, SPRINKLERED (UP, S)25%45%75% UNLIMITEDSEE ELEVATIONS / SHEETS A3.01-A3.03 FOR CALCULATIONS OF ALLOWABLE WINDOW OPENINGSSHAFT ENCLOSURES (713):SHAFTS CONNECTING 4 STORIES OR MORE TO BE 2-HR RATED FIRE BARRIER ENCLOSURES (713.4)SHAFT ENCLOSURE SHALL TERMINATE AT THE BOTTOM EITHER ENCLOSED WITH CONSTRUCTION OF THESAME FIRE-RESISTANCE RATING OF THE SHAFT (2-HR) OR TERMINATE IN A ROOM OF SIMILAR USE TO THESHAFT (MECHANICAL) (713.11)ELEVATOR HOISTWAYS (713.4):ELEVATOR LOBBIES -NOT REQUIRED ON LEVELS OF DISCHARGE WHEN LEVEL OF DISCHARGE ISPROVIDED W/ SPRINKLERS PER 903.3.1. (713.14.1 exc #1)NOT REQUIRED ON ALL OTHER LEVELS WHERE BUILDING IS PROTECTED BYAUTOMATIC SPRINKLER SYSTEM PER 903.3.1 (713.14.1 exc #4)FIRE SUPPRESSION (903.3.1.1):NFPA TYPE 13 REQ'D - ALL OCCUPANCIESIBC CH. 7 - FIRE AND SMOKE PROTECTIONFEATURESIBC CH. 11 - ACCESSIBILITYIBC CH. 5 - GENERAL BLDG HEIGHT & AREAIBC CH. 10 - MEANS OF EGRESSSYSTEMS SUMMARYELEVATOR SHAFTNO PRESSURIZATION REQUIREDNO LOBBY REQ'D (713.14.1 exc #1, #4)STAIR SHAFTS UNPRESSURIZEDSTANDBY POWERNOT REQUIRED - NO EMERGENCY SYSTEM STANDBY POWER REQUIRED;EGRESS LIGHTING PROVIDED UNDER BATTERY BACKUPFIRE PROTECTION SUMMARY:FIRE ALARMS & DETECTION SYSTEM:CENTRALLY MONITORED FIRE ALARM REQUIRED IN ALLOCCUPANCIESELEVATOR LOBBIES:NOT REQUIRED PER 713.14.1, EXCEPTION #4ELEVATOR PRESSURIZATION:NOT REQUIRED PER 713.14.2FIRE SUPPRESSION (903.3.1.1):NFPA TYPE 13 REQ'D - ALL OCCUPANCIESSTANDPIPES / CLASS (905):CLASS I STANDPIPES ALLOWED PER 905.3.1 EXCEPTION #1HOSE REQUIREMENTS:LOCATE HOSE CONNECTIONS AT EACH FLOOR LEVEL OFSTAIRWAYS, AND AT ROOF (PER 905.4.5)HOSE CONNECTION NOT REQUIRED AT EXIT PASSAGEWAYPER 905.4.3 EXCEPTIONEGRESS SUMMARY:TWO-WAY COMMUNICATIONS:REQ'D. AT EACH ELEVATOR LANDING PER 1007.8ROOF ACCESS:ROOF HATCH / ALTERNATING TREAD DEVICE PROVIDEDAT E. STAIR W/ MIN 16SF HATCH AREA AND MINIMUM 2'-0"DIMENSION PER 1009.16.1BUILDING DESIGN / SYSTEMS SUMMARYSECTION 1203.2 - VENTILATION - ATTIC SPACESENCLOSED ATTIC SPACES SHALL BE VENTED WITH A MINIMUM 1" AIRSPACE AT NOT LESS THAN 1/150TH FREEVENTILATION OF THE AREA VENTED.SEE ROOF PLANS FOR CALCULATIONS OF REQ'D AND PROV'D ATTIC VENTILATIONSECTION 1203.4 - NATURAL VENTILATIONNATURAL VENTILATION FOR GROUP R OCCUPANCIES IS NOT ALLOWED. R OCCUPANCIES SHALL COMPLYWITH THE INTERNATIONAL MECHANICAL CODE (IMC).SEE CALCULATIONS BELOW FOR COMPLIANCE WITH IMC REQUIREMENTS.SECTION 1205.2 - NATURAL LIGHTMINIMUM NET GLAZING AREA SHALL BE NOT LESS THAN 8% OF THE FLOOR AREA OF THE ROOM SERVED.ADJOINING SPACES MAY BE INCLUDED IN THAT AREA CALCULATION SO LONG AS THE SEPARATINGELEMENTS ARE OPEN A MINIMUM OF 50% OF THE ADJOINING CONNECTION (1205.2.1).MIN LIVING AREA PROPOSED (EAST BLDG - UNIT B.2) = 162.61 SF X 8% = 13.01 SF GLAZING REQ'DMIN LIVING GLAZING PROPOSED (EAST BLDG - UNIT B.2)= XX.XX SF (ALL OTHER GLAZING LOCATIONS LARGER)MIN BEDROOM AREA PROPOSED = 169.84 X 8% = 13.58 SF GLAZING REQ'DMIN BEDROOM GLAZING PROPOSED = XX.XX (ALL OTHER GLAZING LOCATIONS LARGER)SECTION 1205.3 - STAIRWAY ILLUMINATIONSTAIRWAYS WITHIN DWELLING UNITS SHALL BE PROVIDED WITH ILLUMINATION LEVELS AT TREADS OF MIN1 FOOT CANDLE (11 LUX).SECTION 1207 - SOUND TRANSMISSIONWALLS / PARTITIONS / FLOOR-CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM ONE ANOTHER ORFROM COMMON AREAS SHALL BE MIN 50 STC WHEN TESTED PER ASTM E90.SEE SHEETS A9.01-A9.03 FOR STC CLASSIFICATIONS FOR ALL PROPOSED ASSEMBLIES.IBC CH. 12 - INTERIOR ENVIRONMENTSECTION 2902 - MINIMUM PLUMBING FACILITIESTABLE 2902.1 - MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESWATER CLOSETS LAVATORIES TUBS / SHOWERSB (BUSINESS)1/25 FOR FIRST 50 1/40 FOR FIRST 80R-2 (APARTMENT HOUSE)1 PER DWELLING UNIT1 PER DWELLING UNIT 1 PER DWELLING UNITEAST BUILDING PLUMBING FIXURES PROPOSED:EAST LEVEL 1XX OCC = 1 WC / SEX (2 TOTAL)1 WC (UNISEX) PROV'D (LEVEL 1)EAST LEVEL 1 - LEASING OFFICE (B)XX OCC. = 1 WC LOCATED AT LEVEL 1 (ALLOWED PER 2902.3.2)WEST BUILDING PLUMBING FIXURES PROPOSED:WEST LEVEL 1XX OCC = 1 WC / SEX (2 TOTAL)1 WC (UNISEX) PROV'D (LEVEL 1)WEST LEVEL 1 - LEASING OFFICE (B)XX OCC. = 1 WC LOCATED AT LEVEL 1 (ALLOWED PER 2902.3.2)IBC CH. 29 - PLUMBING SYSTEMSINTERNATIONAL FIRE CODE (IFC) - ADD'LREQUIREMENTSBASIS OF DESIGN ASSUMPTIONS:LEASING OFFICE: DESIGN PER IMC REQUIREMENTS - SEE MECHANICAL DRAWINGSRESIDENTIAL - COMMON AREAS:VENTILATION REQ'D PER 403.8 IN R-OCCUPANCIESRESIDENTIAL UNITS:VENTILATION REQ'D PER 403.8 IN R-OCCUPANCIESSECTION 403.8 - VENTILATION SYSTEMS FOR GROUP R OCCUPANCIESWHOLE HOUSE VENTILATION SYSTEM REQ'D AT EACH DWELLING UNIT PER 403.8COMPLIANCE DESIGN:WHOLE HOUSE VENTILATION WITH EXHAUST FAN SYSTEM (403.8.6)CFM / SYSTEM VENTILATION DESIGN TO BE PROVIDED PER TABLE 403.8.1 FOR CONTINUOUSLY OPERATING VENTILATIONSYSTEMS****(SEE TABLE 403.8.5.1 FOR INTERMITTENT WHOLE HOUSE MECHANICAL VENTILATION RATE FACTORS)OUTDOOR AIR (403.8.6.1):WINDOW FRESH AIR INLETS PER 403.8.6.1.1- PROVIDE INLETS IN ACCESSIBLE LOCATIONS PER ANSI A117.1 (CURRENT ED.),- INLETS TO BE MIN 4 SQ INCHES IN SIZE FOR EACH 10 CFM OF REQ'D VENT.- MIN 1 AIR INLET PER OCCUPIABLE SPACE WHOLE HOUSE EXHAUST (403.6.3):WHOLE EXHAUST FAN LOCATION PER MECHANICAL DRAWINGS- WHERE WHOLE HOUSE EXHAUST FAN IS COMBINED WITH OTHER LOCAL EXHAUST DUCTS PER 403.8.6.3, PROVIDE BACKDRAFT DAMPERS TO PREVENT RECIRCULATION- SIZE EXHAUST FANS PER 403.8.6.4INTERNATIONAL MECHANICAL CODE (IMC) - ADD'LREQUIREMENTSSECTION IFC 510.1 - EMERGENCY RESPONDER RADIO COVERAGEEMERGENCY RESPONDER RADIO COVERAGE PER IFC 510 IS REQUIRED THROUGH OUT THE BUILDING.SATISFACTORY BUILDING COVERAGE SHALL BE FIELD-TESTED PRIOR TO OCCUPYING THE BUILDING FORTHE INTENDED USE.SECTION 1106 - PARKING AND PASSENGER LOADING FACILITIESACCESSIBLE PARKING ANALYSIS :PARKING BY TOTAL STALL COUNT:SURFACE PARKING LOT = 96 STALLS = 96 STALLS PROVIDED FOR RESIDENTIAL UNITS = 4 ADA REQUIRED + (1 VAN) = 4 ADA PROVIDED + (1 VAN)SEE CALCULATIONS BELOW FOR TOTALS PROVIDED AND SHEET A1.00 FOR SPACE DISTRIBUTION,LOCATIONS, AND DIMENSIONSSECTION 1107 - DWELLING AND SLEEPING UNITSR-2 APARTMENT BUILDINGS TYPE A & TYPE B UNITS SHALL BE PROVIDED (1107.6.2).5% SHALL BE TYPE A UNITS; THE REMAINDER WILL BE TYPE B UNITS. (1107.6.2.1.1 - WA AMENDMENTS)(74) UNITS X 5% = 3.7, (4) TYPE A UNITS REQUIRED.BASIS OF DESIGNELEVATOR SHAFTNO ELEVATOR LOBBY; ELEVATOR NOT CONSIDERED ACCESSIBLEMEANS OF EGRESSSTAIR SHAFTS UNPRESSURIZEDSECTION 1007 - ACCESSIBLE MEANS OF EGRESS:NUMBER OF ACCESSIBLE EXITS REQ'D:2 (AT ALL AREAS REQUIRING 2 EXITS)ACCESSIBLE MEANS OF EGRESS PROVIDED:LEVELS L2-L5: (2)LEVEL L1: ALL EXITS DIRECTLY DISCHARGE TOBUILDING EXTERIORELEVATORS:NOT REQUIRED AS ACCESSIBLE MEANS OF EGRESS FOR L2-L5 PER 1007.2.1SECTION 1003.2 - CEILING HEIGHT AT MEANS OF EGRESSCEILING HEIGHT NOT LESS THAN 7 FEET 6 INCHESCEILING HEIGHT PROPOSED VARIES BY LEVEL - SEE PLANSTABLE 1004.1.2 - MAXIMUM FLOOR AREA ALLOWANCESPER OCCUPANT (OCCUPANT LOAD FACTORS):RESIDENTIAL: 1 OCCUPANT / 200 SF GROSSEXERCISE ROOMS: 1 OCCUPANT / 50 SF GROSSASSEMBLY UNCONCENTRATED: 1 OCCUPANT / 15 SF NET - USED FOR INDOOR AND OUTDOOR AREASBUSINESS AREAS: 1 OCCUPANT / 50 SF NET - USED FOR LEASING/ ADMIN.STORAGE - MECHANICAL ROOMS /ACCESSORY STORAGE: 1 OCCUPANT / 300 SF GROSSSEE SHEET A0.05 FOR CALCULATIONS OF PROPOSED OCCUPANT LOADINGSECTIONS 1005.3.1 AND 1005.3.2 - EGRESS WIDTH EXCEPTIONMIN EGRESS WIDTH GOVERNED BY MIN STAIRWAY WIDTH IN MOST CASES.SEE SHEET A0.05 FOR PROP'D OCCUPANT LOAD AND REQ'D EGRESS WIDTH CALCS.SECTION 1007 - ACCESSIBLE MEANS OF EGRESS:ACCESSIBLE EXITS REQ'D:MIN 2 PER SPACEACCESSIBLE EXITS PROVIDED:INTERIOR EXIT STAIRWAY PER 1007.2.2HORIZONTAL EXIT PROVIDED PER 1007.2.7ELEVATORS AS ACCESSIBLEMEANS OF EGRESS:NOT PROVIDED - HORIZONTAL EXIT PROVIDED PER 1007.2.1.1STAIRWAYS:PROVIDED PER 1007.3SECTION 1007.3 - STAIRWAYS EXCEPTION 1CLEAR WIDTH OF 48" BETWEEN HANDRAILS NOT REQUIRED PER 1007.3.1SECTION 1007.3 - STAIRWAYS EXCEPTION 3CLEAR WIDTH OF 48" BETWEEN HANDRAILS NOT REQUIRED FOR HORIZONTAL EXITS PER 1007.3.3SECTION 1007.8 - TWO-WAY COMMUNICATIONTWO-WAY COMMUNICATION SYSTEMS REQ'D AT FOLLOWING LOCATIONS:ELEVATOR LANDINGS PER 1007.8SEE PLANS FOR LOCATIONS OF COMMUNICATION SYSTEM UNITSSECTION 1008.1.1 - SIZE OF DOORSMIN. WIDTH OF EXIT DOOR SHALL BE 32" < 36" WIDTH PROPOSEDSECTION 1009.4 - STAIRWAY WIDTHSTAIRWAY WIDTH SHALL NOT BE LESS THAN 44" (REQUIRED)STAIRWAY WIDTH PROVIDED EQUAL TO OR GREATER THAN 44". SEE STAIR PLANS ON SHEETS A7.01-A7.02 FORDETAILED INFORMATION.SECTION 1012.8 - HANDRAIL PROJECTIONSPROJECTIONS INTO THE REQUIRED WIDTH OF STAIRWAYS AND RAMPS AT EACH SIDE SHALL NOT EXCEED 41/2" AT OR BELOW HANDRAIL HEIGHTSTAIRWAY WIDTH PROVIDED EQUAL TO OR GREATER THAN 44". SEE STAIR PLANS ON SHEETS A7.01-A7.02 FORDETAILED INFORMATION.SECTION 1014.3 - COMMON PATH OF EGRESS TRAVEL:GROUP B OCCUPANCY (w/ SPRINKLERS): 100' MAXIMUMGROUP S OCCUPANCY (w/ SPRINKLERS): 100' MAXIMUMGROUP R-2 OCCUPANCY (w/ SPRINKLERS): 125' MAXIMUMSEE SHEET A0.06 FOR COMMON PATH OF EGRESS DISTANCE CALCULATIONS BY LEVELTABLE 1016.2 - EXIT ACCESS TRAVEL DISTANCEGROUP B OCCUPANCY (w/ SPRINKLERS): 300' MAXIMUMGROUP S-2 OCCUPANCY (w/ SPRINKLERS): 400' MAXIMUMGROUP R OCCUPANCY (w/ SPRINKLERS): 250' MAXIMUMSEE SHEET A0.06 FOR TRAVEL DISTANCE CALCULATIONS BY LEVELSECTION 1018.4 - DEAD ENDS - EXCEPTION 2FOR GROUPS B, S, R-2 WITH SPRINKLERS IN ACCORDANCE WITH SECTION 903.3.1.1: DEAD-END CORRIDORSSHALL NOT EXCEED 50 FEETSECTION 1021 - NUMBER OF EXITS AND EXIT CONTINUITYNUMBER OF EXITS REQ'D:2SECTION 1029 - EMERGENCY ESCAPE AND RESCUEEMERGENCY ESCAPE AND RESCUE OPENINGS MEETING 5.7 SF MIN SIZE AND 20" W x 24" H MIN DIMENSIONSSHALL BE PROVIDED AT LEVELS FOUR STORIES ABOVE GRADE PLANE AND LOWER.EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED ON LEVELS 1-5.FIRE PROTECTION SUMMARY:FIRE DEPT ACCESS CONTROL:'KNOX' BOX KEY ACCESS REQUIREDFIRE ALARMS & DETECTION SYSTEMS:CENTRALLY MONITORED FIRE ALARM REQUIRED IN ALL OCC. PER NFPA 72ELEVATOR LOBBIES:NOT REQUIRED PER 713.14.1 EXCEPTION #4ELEVATOR PRESSURIZATION:NOT REQUIRED PER 713.14.2FIRE SUPPRESSION (903.3.1.1):NFPA TYPE 13 REQ'D - ALL OCCUPANCIESSTANDPIPES / CLASS (905):CLASS I STANDPIPES ALLOWED PER 905.3.1 EXCEPTION #1FIRE EXTINGUISHERS (906):PROVIDE PORTABLE FIRE EXTINGUISHERS PER IBC SECTION 906 AND INTERNATIONAL FIRE CODE AT ALL OCCUPANCIES.CLASS 'A' F.E. REQ'D (min 2A:10B:C UNLESS OTHERWISE REQ'D BY IFC), MAX 75' DISTANCE TO F.E.PROVIDE F.E. AT REF/RECYCLE FACILITIES (2808.4) AND GENERATOR ROOM (5706.6.4)HOSE REQUIREMENTS:LOCATE HOSE CONNECTIONS AT EACH FLOOR LEVEL OF STAIRWAYS, AND AT ROOF (PER 905.4.5)HOSE CONNECTION NOT REQUIRED AT EXIT PASSAGEWAY PER 905.4.3 EXCEPTIONSTANDBY POWERNONE REQUIRED; EMERGENCY LIGHTING ON BATTERY BACKUPNO SHAFT PRESSURIZATION REQUIRED; ELEVATOR NOT CONSIDERED AS ACCESSIBLE MEANS OF EGRESSSMOKE-PROOF ENCLOSURES (909.20) - APPLIES TO R-2 STAIR SHAFTS ONLYIBC CH. 9 - FIRE PROTECTION SYSTEMSELEV + ELEV / 2 = AVERAGEWEST BLDGNORTH =(383.88' + 393.46') /2= 388.67'EAST =(393.46' + 390.81') /2= 392.14'SOUTH =(390.81' + 383.98') /2= 387.40'WEST =(383.98' + 383.88') /2= 383.93'EAST BLDGNORTH=(362.69' + 382.04') /2= 372.36'EAST=(382.04' + 377.60') /2= 379.82'SOUTH=(377.60' + 359') /2= 368.3'WEST=(359' + 362.69') /2= 360.84'BUILDING AVERAGE GRADE PLANE CALCULATIONTOTAL PERIMETER = 364.18'TOTAL PRODUCT=151,554.84151,554.84 / 364.18=416.15' AVERAGE GRADE PLANE ELEVATIONREFER TO BUILDING CODE-GRADE PLANE DIAGRAM FOR ELEVATION POINTS AND SEGMENT LENGTHSSCALE: 1" = 50'-0"EAST BLDG - GRADE PLANE CALCULATION PLANSCALE: 1" = 50'-0"WEST BLDG - GRADE PLANE CALCULATION PLANCODE - BUILDING SUMMARY - WESTName Level Construction Type Occupancy Type (IBC) AreaRESIDENTIAL WEST - LEVEL 2 TYPE VA R-2 5107 SFRESIDENTIAL WEST - LEVEL 2 TYPE VA R-2 1614 SFRESIDENTIAL WEST - LEVEL 3 TYPE VA R-2 5815 SFRESIDENTIAL WEST - LEVEL 4 TYPE VA R-2 6055 SFRESIDENTIAL WEST - LEVEL 5 TYPE VA R-2 6055 SF24645 SFSCALE: 1" = 50'-0"OVERALL BUILDING HEIGHT / STORY DIAGRAMEAST BUILDING DWELLING AND SLEEPING UNITREQ'sTYPE COUNT1 / 1 172 / 2 153 / 2 8EAST BLDG TOTAL UNITS 40WEST BUILDING DWELLING AND SLEEPING UNITREQ'sTYPE COUNT1 / 1 112 / 2 143 / 2 9WEST BLDG TOTAL UNITS 34(17) 1-BEDROOM17 x 5%=.85=(1) 1-BEDROOM UNITS(15) 2-BEDROOM15 x 5%=.75=(1) 2-BEDROOM UNITS(8) 1-BEDROOM 8 x 5%=.4= (0) 3-BEDROOM UNITS(11) 1-BEDROOM11 x 5%=.55=(1) 1-BEDROOM UNITS(14) 2-BEDROOM14 x 5%=.70=(1) 2-BEDROOM UNITS(9) 1-BEDROOM 9 x 5%=.45= (0) 3-BEDROOM UNITScode - east building - type a unit matrixUNITTYPEUNITNAMENumberBuildingName/NumberLevel Occupancy UNIT COUNT1 / 1 B.1a 402 EAST EAST - LEVEL 4 RESIDENTIAL UNIT 11 / 12 / 2 C.1a 212 EAST EAST - LEVEL 2 RESIDENTIAL UNIT 12 / 2Grand totalcode - west building - type a unit matrixUNITTYPEUNITNAMENumberBuildingName/NumberLevel Occupancy UNIT COUNT2 / 2 C.1a 102 WEST WEST - LEVEL 1 RESIDENTIAL UNIT 11 / 1 B.1a 402 WEST WEST - LEVEL 4 RESIDENTIAL UNIT 1Grand totalTOTAL ACCESSIBLE UNITS REQUIRED - 2TOTAL ACCESSIBLE UNITS PROVIDED - 2TOTAL ACCESSIBLE UNITS REQUIRED - 2TOTAL ACCESSIBLE UNITS PROVIDED - 2TABLE 503 - ALLOWABLE HEIGHTS AND AREAS:EAST BUILDINGCONSTR. TYPEPROP'D OCCUP.ALLOWABLE HGT. ALLOWABLE STORIES ALLOWABLE AREAVAR-2 50 FT3 STORIES 12,000 SFTABLE 503 - ALLOWABLE HEIGHTS AND AREAS:WEST BUILDINGCONSTR. TYPEPROP'D OCCUP.ALLOWABLE HGT. ALLOWABLE STORIES ALLOWABLE AREAVAR-2 50 FT3 STORIES 12,000 SFALLOWABLE HEIGHT / AREA INCREASES (504.2):+ 1 ADD'L STORY + 20 FT ADD'L BLDG HEIGHT PERMITTED WHEN SPRINKLER SYSTEM PROVIDED(NFPA TYPE 13 SYSTEM) PER 903.3.1 4+ 1 ADD'L STORY IN ADDITION TO ALLOWABLE STORY PER 504.2 FOR R-2 OCCUPANCIES IN TYPE VABUILDINGS WHEN INTERIOR EXIT STAIRWAYS / RAMPS ARE PRESSURIZED PER IBC 909.20 AND 909.11.TOTAL ALLOWABLE HEIGHT / STORIES INCLUDING ALL INCREASES:50 FT + 20 FT (504.2) = 70 FT MAX BLDG HEIGHT3 STORIES + 1 ADD'L STORY (504.2) + 1 ADD'L STORY (504.3 WA ST AMENDMENT) = 5 STORIES MAXAREA MODIFICATION PER 506.1 (R-2, TYPE VA CONSTRUCTION):Aa (ALLOWABLE BUILDING AREA PER STORY) = At + (At X If) + (At X Is)At (TABULAR BUILDING AREA PER STORY) = 12,000 SFIf (AREA INCREASE FACTOR FOR FRONTAGE) = 0 (PER 506.2)Is (AREA INCREASE FACTOR FOR SPRINKLERS) = 200% OR 2 (PER 506.3)Aa = 12,000 + (12,000 X 0) + (12,000 X 2) = 36,000 SFAa MAX (TOTAL BUILDING AREA ALLOWED) = Aa X 3 (PER 506.4)Aa MAX = 36,000 X 4 = 144,000 SF = TOTAL ALLOWABLE R2 BUILDING AREA (PER 506.4.1 EXC.2)PROPOSED R2 BUILDING AREA:XXXXX SFPROPOSED R2 BUILDING STORIES:4 STORIESPROPOSED R2 BUILDING HEIGHT:XX'-XX" ABOVE PODIUMSECTION 508.2 - MIXED USE AND OCCUPANCY - ACCESSORY OCCUPANCIES:MAX ACCESSORY OCCUPANCY ALLOWED ON ANY LEVEL TO BE 10% OF GROSS FLOOR AREA OF THAT LEVELACCESSORY AREA ALLOWEDACCESSORY AREA PROPOSEDLEVEL XXXXXXXX SF GROSS AREA x 10% = XXXX XXXX SF PROPOSEDIBC 2012 TABLE 508.4:R-2 / S-2:1-HOUR FIRE BARRIER (W/SPRINKLERS PER 903.3.1.1)R-2 / B:1-HOUR FIRE BARRIER (W/SPRINKLERS PER 903.3.1.1)R-2 / M:1-HOUR FIRE BARRIER (W/SPRINKLERS PER 903.3.1.1)S-2 / B:1-HOUR FIRE BARRIER (W/SPRINKLERS PER 903.3.1.1)IBC SECTION 510.2 - HORIZONTAL BUILDING SEPARATION ALLOWANCE:3-HOUR RATED HORIZONTAL ASSEMBLY REQUIRED (PER 510.2.4)2-HOUR RATED SHAFTS & STAIRWAY ENCLOSURES ALLOWED (PER 510.2.4)TABLE 508.4:R-2 / S-2:1-HOUR FIRE BARRIER (W/SPRINKLERS PER 903.3.1.1)R-2 / B:1-HOUR FIRE BARRIER (W/SPRINKLERS PER 903.3.1.1)BUILDING AVERAGE GRADE PLANE CALCULATIONSREFER TO 1/A0.03 FOR BUILDING HEIGHT AND GRADE PLANE AND BUILDING HEIGHT DIAGRAM.AVERAGE GRADE PLANE CALCULATION:(415.75' + 421' + 416.34' + 410') / 4= 416'SCALE: 1" = 50'-0"OVERALL BLDG - WALL RATING & FIRE SEPAR. DIST.CODE - BUILDING SUMMARY - EASTName Level Construction Type Occupancy Type (IBC) AreaRESIDENTIAL EAST - LEVEL 1 TYPE VA R-2 102 SFRESIDENTIAL EAST - LEVEL 1 TYPE VA R-2 1176 SFRESIDENTIAL EAST - LEVEL 2 TYPE VA R-2 11111 SFRESIDENTIAL EAST - LEVEL 3 TYPE VA R-2 11145 SFRESIDENTIAL EAST - LEVEL 4 TYPE VA R-2 11111 SFRESIDENTIAL EAST - LEVEL 5 TYPE VA R-2 11111 SF45755 SF1 UPFITNESSOCCUPANCY TYPE R-213 OCC.653 SF/ 50 SF PER OCC.TENANT STORAGEACCESSORY TO R-24 OCC.828 SF/ 200 SF PER OCC.MEPOCCUPANCY TYPE S-21 OCC.323 SF/ 300 SF PER OCC.BIKE ROOMOCCUPANCY TYPE R-22 OCC.481 SF/ 300 SF PER OCC.LEASING, ADMIN (B)ACCESSORY TO R-24 OCC.426 SF/ 100 SF PER OCC.RESTROOMOCCUPANCY TYPE R-21 OCC.94 SF/ 200 SF PER OCC.MEPOCCUPANCY TYPE S-21 OCC.182 SF/ 300 SF PER OCC.ELEVATORLOBBYOCCUPANCY TYPE R-220 OCC.299 SF/ 15 SF PER OCC.RESIDENTIALOCCUPANCY TYPE R-254 OCC.10723 SF/ 200 SF PER OCC.VESTIBULEOCCUPANCY TYPE R-27 OCC.104 SF/ 15 SF PER OCC.RESIDENTIALOCCUPANCY TYPE R-255 OCC.10887 SF/ 200 SF PER OCC.RESIDENTIAL UNITSOCCUPANCY TYPE R-215 OCC.3028 SF/ 200 SF PER OCC.BIKE ROOMOCCUPANCY TYPE S-22 OCC.467 SF/ 300 SF PER OCC.RESTROOMOCCUPANCY TYPE R-21 OCC.65 SF/ 200 SF PER OCC.AMENITY LOUNGEACCESSORY TO R-274 OCC.1111 SF/ 15 SF PER OCC.RESIDENTIAL UNITSOCCUPANCY TYPE R-242 OCC.8485 SF/ 200 SF PER OCC.RESIDENTIAL UNITSOCCUPANCY TYPE R-244 OCC.8844 SF/ 200 SF PER OCC.RESIDENT LOBBYOCCUPANCY TYPE R-22 OCC.335 SF/ 200 SF PER OCC.© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:14:34 PMBUILDING CODE- EGRESS PLANSAND CALCSA0.051545BJPLVO12/29/15BUILDING PERMITSCALE: 1" = 30'-0"A0.05EAST - LEVEL 14SCALE: 1" = 30'-0"A0.05EAST - LEVEL 25SCALE: 1" = 30'-0"A0.05EAST - LEVEL 3 (LEVELS 4,5 SIM)6SCALE: 1" = 30'-0"A0.05WEST - LEVEL 11SCALE: 1" = 30'-0"A0.05WEST - LEVEL 22SCALE: 1" = 30'-0"A0.05WEST - LEVEL 3 (LEVELS 4-5 SIM)3WEST BLDG - OCCUPANT LOAD AND AREA CALCULATIONSBuilding Name Name LevelOccupancy Type(IBC)AreaOccupancy LoadPer SFOccupant CountWEST RESIDENTIAL WEST - LEVEL 2 R-2WEST - LEVEL 2WEST RESIDENTIAL WEST - LEVEL 3 R-2 5815 SF 200WEST - LEVEL 3WEST RESIDENTIAL WEST - LEVEL 4 R-2 6055 SF 200WEST - LEVEL 4WEST RESIDENTIAL WEST - LEVEL 5 R-2 6055 SF 200WEST - LEVEL 5LEVEL L1 / LOBBY:TOTAL OCC. LOAD: SEE TABLE / PLAN =186; SERVED BY TWO STAIRS AND ONE EGRESS DISCHARGESTAIR S1 DOOR WIDTH: 91OCC. x 0.15” =13.65”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH 36" DOORSTAIR S1 WIDTH: 91OCC. x 0.2” =18.2”; 44” MIN REQUIRED / PROVIDEDSTAIR S2 DOOR WIDTH: 42OCC. x 0.15” =6.30”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH 36" DOORSTAIR S2 WIDTH: 42OCC. x 0.2” =8.40”; 44” MIN REQUIRED; 46” PROVIDEDDISCHARGE DOOR WIDTH: 48OCC. x 0.15” =7.20"”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH (1) 42" DOORSCORRIDOR WIDTH: 186OCC. x 0.15” =27.9”; 44” MIN. REQUIRED; VARIES SEE PLANS 44" MIN PROVIDEDLEVEL L2:TOTAL OCC. LOAD: SEE TABLE / PLAN =117; SERVED BY TWO STAIRS AND ONE EGRESS DISCHARGE CORRIDOR / STAIR S1 NOT SERVING S-2 PARKINGSTAIR S1 DOOR WIDTH: 21OCC. x 0.15” =3.15”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH 36" DOORSTAIR S1 WIDTH: 21OCC. x 0.2” =4.2”; 44” MIN REQUIRED / PROVIDEDSTAIR S3 DOOR WIDTH: 44OCC. x 0.15” =6.6”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH 36" DOORSTAIR S3 WIDTH: 44OCC. x 0.2” =8.8”; 44” MIN REQUIRED / PROVIDEDDISCHARGE DOOR WIDTH: 44OCC. x 0.15” =6.6”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH 36" DOORCORRIDOR WIDTH: 21OCC. x 0.15” =3.15”; 44” MIN. REQUIRED; VARIES SEE PLANS 44" MIN PROVIDEDLEVEL L3:TOTAL OCC. LOAD: SEE TABLE / PLAN =101; SERVED BY ONE STAIR AND ONE EGRESS DISCHARGESTAIR S1 DOOR WIDTH: 50OCC.x0.15” =7.50”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH 36" DOORSTAIR S1 WIDTH: 50OCC.x0.2” =10”; 44” MIN REQUIRED / PROVIDEDDISCHARGE DOOR WIDTH: 51OCC.x0.15” =7.65”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH 36" DOORSCORRIDOR WIDTH: 101OCC.x0.15” =15.15”; 44” MIN. REQUIRED; VARIES SEE PLANS 44" MIN PROVIDEDLEVEL L4:TOTAL OCC. LOAD: SEE TABLE / PLAN =86; SERVED BY TWO EXIT STAIRSSTAIR S1 DOOR WIDTH: 43OCC. x 0.15” =6.45”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH 36" DOORSTAIR S1 WIDTH: 43OCC. x 0.2” =8.6”; 44” MIN REQUIRED / PROVIDEDSTAIR S2 DOOR WIDTH: 43OCC. x 0.15” =6.45”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH 36" DOORSTAIR S2 STAIR WIDTH: 43OCC. x 0.2” =8.6”; 44” MIN REQUIRED / PROVIDEDCORRIDOR WIDTH: 86OCC. x 0.15” =12.9”; 44” MIN. REQUIRED; VARIES SEE PLANS 44" MIN PROVIDEDLEVEL L5:SIMILAR TO LEVEL 4TOTAL OCC. LOAD: SEE TABLE/ PLAN =86; SERVED BY TWO EXIT STAIRSEXITING WIDTH CALCULATIONSEAST BLDG - OCCUPANT LOAD AND AREA CALCULATIONSName LevelOccupancy Type(IBC)AreaOccupancy LoadPer SFOccupant CountRESIDENTIAL R-2LEVEL L1 / LOBBY:TOTAL OCC. LOAD: SEE TABLE / PLAN =186; SERVED BY TWO STAIRS AND ONE EGRESS DISCHARGESTAIR S1 DOOR WIDTH: 91OCC. x 0.15” =13.65”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH 36" DOORSTAIR S1 WIDTH: 91OCC. x 0.2” =18.2”; 44” MIN REQUIRED / PROVIDEDSTAIR S2 DOOR WIDTH: 42OCC. x 0.15” =6.30”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH 36" DOORSTAIR S2 WIDTH: 42OCC. x 0.2” =8.40”; 44” MIN REQUIRED; 46” PROVIDEDDISCHARGE DOOR WIDTH: 48OCC. x 0.15” =7.20"”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH (1) 42" DOORSCORRIDOR WIDTH: 186OCC. x 0.15” =27.9”; 44” MIN. REQUIRED; VARIES SEE PLANS 44" MIN PROVIDEDLEVEL L2:TOTAL OCC. LOAD: SEE TABLE / PLAN =117; SERVED BY TWO STAIRS AND ONE EGRESS DISCHARGE CORRIDOR / STAIR S1 NOT SERVING S-2 PARKINGSTAIR S1 DOOR WIDTH: 21OCC. x 0.15” =3.15”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH 36" DOORSTAIR S1 WIDTH: 21OCC. x 0.2” =4.2”; 44” MIN REQUIRED / PROVIDEDSTAIR S3 DOOR WIDTH: 44OCC. x 0.15” =6.6”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH 36" DOORSTAIR S3 WIDTH: 44OCC. x 0.2” =8.8”; 44” MIN REQUIRED / PROVIDEDDISCHARGE DOOR WIDTH: 44OCC. x 0.15” =6.6”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH 36" DOORCORRIDOR WIDTH: 21OCC. x 0.15” =3.15”; 44” MIN. REQUIRED; VARIES SEE PLANS 44" MIN PROVIDEDLEVEL L3:TOTAL OCC. LOAD: SEE TABLE / PLAN =101; SERVED BY ONE STAIR AND ONE EGRESS DISCHARGESTAIR S1 DOOR WIDTH: 50OCC.x0.15” =7.50”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH 36" DOORSTAIR S1 WIDTH: 50OCC.x0.2” =10”; 44” MIN REQUIRED / PROVIDEDDISCHARGE DOOR WIDTH: 51OCC.x0.15” =7.65”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH 36" DOORSCORRIDOR WIDTH: 101OCC.x0.15” =15.15”; 44” MIN. REQUIRED; VARIES SEE PLANS 44" MIN PROVIDEDLEVEL L4:TOTAL OCC. LOAD: SEE TABLE / PLAN =86; SERVED BY TWO EXIT STAIRSSTAIR S1 DOOR WIDTH: 43OCC. x 0.15” =6.45”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH 36" DOORSTAIR S1 WIDTH: 43OCC. x 0.2” =8.6”; 44” MIN REQUIRED / PROVIDEDSTAIR S2 DOOR WIDTH: 43OCC. x 0.15” =6.45”; 32” MIN REQUIRED; 32” MIN. PROVIDED WITH 36" DOORSTAIR S2 STAIR WIDTH: 43OCC. x 0.2” =8.6”; 44” MIN REQUIRED / PROVIDEDCORRIDOR WIDTH: 86OCC. x 0.15” =12.9”; 44” MIN. REQUIRED; VARIES SEE PLANS 44" MIN PROVIDEDLEVEL L5:SIMILAR TO LEVEL 4TOTAL OCC. LOAD: SEE TABLE/ PLAN =86; SERVED BY TWO EXIT STAIRSEXITING WIDTH CALCULATIONS1 © 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:15:02 PMZONING CODECOMPLIANCE -WEST BUILDINGA0.061545BJPLVO12/29/15BUILDING PERMITSCALE:WEST BUILDING FACING SOUTHWESTSCALE:WEST BUILDING FACING NORTHEASTSCALE:WEST BUILDING FACING NORTHWESTSCALE:WEST BUILDING FACING SOUTHEAST © 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:15:21 PMZONING CODECOMPLIANCE -EAST BUILDINGA0.071545BJPLVO12/29/15BUILDING PERMITSCALE:EAST BUILDING FACING NORTHEASTSCALE:EAST BUILDING FACING NORTHWESTSCALE:EAST BUILDING FACING SOUTHEASTSCALE:EAST BUILDING FACING SOUTHWEST 25' - 8 1/2"16' - 9"VFY W/ WASTE MNGMNT6' - 0"VFY W/ WASTE MNGMNT5' - 6"4-YARD BINCOMMERCIAL CONTAINER4-YARD BINCOMMERCIAL CONTAINER4-YARD BINCOMMERCIAL CONTAINER4-YARD BINCOMMERCIAL CONTAINER6" CMU WALL, HARDI SIDING FINISH12' - 6"CB-4CB-4CB-4CB-4EQ EQ EQ EQ EQ EQ EQEQEQEQ10' - 6"ADJACENT LOTPARCEL 2923059176REFUSE/RECYCLE ENCLOSURE© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:15:28 PMREFUSE/RECYCLEENCLOSUREDETAILSA0.081545BJPLVO / WEL12/29/15BUILDING PERMITSCALE: 1/4" = 1'-0"A0.08REFUSE/RECYCLE ENCLOSURE PLAN6SCALE: 1/4" = 1'-0"A0.08REFUSE/RECYCLE ENCLOSURE - NORTH ELEV2SCALE: 1/4" = 1'-0"A0.08REFUSE/RECYCLE ENCLOSURE - EAST ELEV3SCALE: 1/4" = 1'-0"A0.08REFUSE/RECYCLE ENCLOSURE - WEST ELEV4SCALE: 1/4" = 1'-0"A0.08REFUSE/RECYCLE ENCLOSURE - SOUTH ELEV5MARK FINISH MANUFACTURER FINISH SPECIFICATION COMMENTSCB-4 SHERWIN WILLIAMS SW 6004 - MINK TRASH ENCLOSURE - CMU WALL WITH SIDING TO MATCH BUILDINGSMATERIALS SCHEDULEREFUSE OR RECYCLING:UNIT #/10 = CUBIC YARDS OF REFUSE OR RECYCLING74 UNITS = 7.4 x 1 = 7.4 CUBIC YARDS REQUIRED74 UNITS = 7.4 x 1 = 7.4 CUBIC YARDS REQUIREDREFUSE: (4) 2 CU. YD. CONTAINERS PROVIDEDRECYCLE: (4) 2 CU. YD. CONTAINERS PROVIDEDSOLID WASTE/RECYCLABLE REQUIREMENTS4-4-090 - REFUSE AND RECYCLING STANDARDSRM-F REFUSE AND RECYCLING REQUIREMENTS:4-4-090.C - GENERAL REQUIREMENTSARCHITECTURAL DESIGN OF OUTDOOR STRUCTURE SHALL BE CONSISTENT WITH ARCHITECTURE OF PRIMARYBUILDINGS ON PROPERTY. COLLECTIONS AND COMPACTOR AREAS SHALL BE SCREENED BY MIN 6 FT HIGHT FENCE OR WAL.ENTRY INTO THE ENCLOSURE SHALL BE AT LEAST 12 FT WIDE. MIN HEIGHT WHERE ENCLOSED TO BE 15 FT.4-4-090.D - MULTI-FAMILY DEVELOPMENTS - ADDITIONAL REQUIREMENTS FOR DEPOSIT AND COLLECTION AREASMIN SIZE TO BE 1.5 SF / DU FOR COLLECTION AREAS. A MINIMUM OF ONE COLLECTION AREA IS REQUIRED PER 30DWELLING UNITS. COLLECTION AREAS SHALL BE LOCATED NOT FURTHER THAN 200 FT FROM THE ENTRIES TO THE BUILDINGTHEY SERVE.REFUSE / RECYCLING AREAS REQUIRED:74 DU x 1.5 SF / DU = 111 SF MIN RECYCLE COLLECTION AREA74 DU x 3.0 SF / DU = 222 SF MIN REFUSE COLLECTION AREAREFUSE / RECYCLING AREAS PROVIDED:ONE CENTRALLY-LOCATED PICKUP LOCATION IS PROPOSEDTOTAL AREA OF ENCLOSURE = 436 SFSCALE: 1" = 80'-0"TRASH ENCLOSURE KEY PLAN © 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:15:28 PMENERGYCALCULATIONSA0.101545BJPBJP / LVO12/29/15BUILDING PERMITREFER TO BUILDING ENVELOPE FORMS ON THIS SHEET FOR COMPONENTPERFORMANCE CALCULATIONS AND AREASRESIDENTIAL - UNITSCOMPONENT PERFORMANCERESIDENTIAL - COMMON AREASCOMPONENT PERFORMANCENON-RESIDENTIALNOT APPLICABLEPARKINGUNHEATEDSHAFTSUNHEATEDENERGY DESIGN ASSUMPTIONSENERGY CODE CALCULATIONSCOMPONENT INFORMATION USED IN CALCULATIONS:BUILDING COMPONENTINSULATION & VALUE2009 SEC CODE DEFAULT / REFERENCEROOFS (SINGLE RAFTER)R-38 / 0.027 U-FACTORTABLE 10-7, VENTED VAULT 2X14 JOISTROOFS (ATTIC, FLAT)R-38 ADV / 0.026 U-FACTORTABLE 10-7, FLAT W/VENTED ATTICROOFS (ATTIC, FLAT)R-49 ADV / 0.020 U-FACTORTABLE 10-7, FLAT W/VENTED ATTICWALLS, ABOVE GRADE (WOOD FRAMED)R-21 STD / 0.057 U-FACTORTABLE 10-5(5)WALLS, ABOVE GRADE (METAL)R-0 (none) / 0.352 U-FACTORTABLE 10-5AWALLS, MASS (CONC. COLUMNS)R-7.5 c.i. / 0.110 U-FACTORTABLE 10-5B(2), INTERPOLATION, 12 INCHESWALLS, MASS (EDGES OF FLOOR SLABS)R-0 (none) / 0.741 U-FACTORTABLE 10-5B(2) EXPOSED, 8 INCHESWALLS, MASS (EDGES OF FLOOR SLABS)R-7.5 c.i. / 0.114 U-FACTORTABLE 10-5B(2), INTERPOLATION, 8 INCHESWALLS, BELOW GRADER-21 / 0.057 U-FACTORTABLE 10-5(5)WALLS, BELOW GRADER-10.5 / 0.120 U-FACTORTABLE 10-5B(1d), INT. INSUL W/WD FUR, SOLID GROUTFLOORS (MASS, CONC. COLUMNS)R-0 (none) / 0.322 U-FACTORASHRAEFLOORS (MASS, CONC. PT SLAB)R-30 / 0.031 U-FACTORTABLE 10-4A, CONCRETEFLOORS (WOOD FRAMED)R-30 / 0.040 U-FACTORTABLE 10-4A, WOOD JOISTSFLOORS (WOOD FRAMED)R-30 / 0.029 U-FACTORTABLE 10-3, WOOD JOISTSSLAB ON GRADE (UNHEATED)R-10 / 0.360 F-FACTORTABLE 10-2, FULLY INSULATEDOPAQUE DOORS0.37 U-FACTORTABLE 10-6C, FOAM INSUL. STEEL SLABVERTICAL FENESTRATION0.27 / .29 U-FACTOR NFRC RATINGS PER SCHEDULES UPFDUPWEST BUILDINGPROPOSED 4-STORYAPARTMENT BUILDINGOVER DAYLIT BASEMENTSE 172ND STREETBENSON DRIVE S. / SR-515BENSON ROAD S.FIRE DEPARTMENT ACCESSR/ RWEST145' HOSE REACH,150' MAX ALLOWEDEAST BUILDINGPROPOSED 4-STORYAPARTMENT BUILDINGOVER DAYLIT BASEMENT142' HOSEREACH,150' MAXALLOWED84' HOSE REACH,150' MAX ALLOWED72' HOSE REACH,150' MAX ALLOWEDFIRE DEPARTMENTINGRESS/EGRESSCCCCCCR/ REASTCCCCCCCCCCCCCC645.80' PROP. LINE559.883' PROP. LINE107.093' PROP. LINE253.60' PROP LINE61.00' PROP. LINE385.991' PROP. LINEPARK AMENITYA0.086EAST LEVEL 1 ENTRYEAST LEVEL 2 ENTRYAMENITY PLAZAWEST LEVEL 1ENTRYMAILBOXESWESTLEVEL 3ENTRYDOG PARK AMENITYPEDESTRIAN BRIDGEADJACENT LOTPARCEL 292305917624' - 0"24' - 0"24' - 0"436 SF TOTALB U F F E R R E D U C T I O N25' - 0 " M IN .160' - 5"190' - 3 1/4"64' - 5 1/2"50' - 0" STREAM BUFFER20' - 0"9' - 0"20' - 0"18' - 0"2' - 0"9' - 0"8' - 6"16' - 6"9' - 0"20' - 0"VAN23' - 0 1/2"DEDICATION3' - 0"24' - 4 3/16"33' - 4 13/16"20' - 0"9' - 0"9' - 0"16' - 0"2' - 0"18' - 0"8' - 6"PROJECT ANALYSISNET SITE AREA: 159,574 (3.663 ACRES)BUILDING AREA:WEST BUILDING:EAST BUILDING:LEVEL 1: 6,985LEVEL 1: 4,896LEVEL 2: 8,758LEVEL 2: 11,111LEVEL 3: 9,272LEVEL 3: 11,111LEVEL 4: 9,272LEVEL 4: 11,111 + LEVEL 5: 9,272 + LEVEL 5: 11,111TOTAL: 42,559 SFTOTAL:49,340 SFTOTAL OF ALL BUILDINGS: 92,899 SFPERCENT ESTIMATE LOT COVERAGE:LANDSCAPING:ON SITE: 45,660 SFROW: 28,218 SFTOTAL: 73,878 SFINTERIOR PARKING LOT LANDSCAPE:REQUIRED: 2,350 SF (94 STALLS x 24 SF per STALL)PROVIDED: 3,854 SF (LIMITS DELINEATED ON SITE PLAN)ALLOWABLE BUILDING HEIGHT: 25' + ALLOWABLE 10' ADDITIONALFOR OPEN SPACE PROVIDED = 35' PROPOSED BUILDING HEIGHT:BUILDING SETBACKS:SE 172ND ST: 20'-0"BENSON DR S (SR-515): 20'-0"BENSON RD: 20'-0"SIDE YARD SETBACK ALONG EAST PL: 0'© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:15:30 PMARCHITECTURALSITE PLANA1.001545BJPLVO12/29/15BUILDING PERMITSITE PLAN NOTES:1.REFER TO SHEET G0.00 FOR OWNER / APPLICANT INFORMATION2.REFER TO SHEET A0.02 FOR LOT AREA AND ZONING REQUIREMENTS3.REFER TO SHEET A0.03 FOR DETAILED SETBACK INFORMATION AND CONFORMANCE4.REFER TO SHEET A0.03 FOR HEIGHT AND EXISTING / FINISH GRADE ELEVATION INFORMATIONSEE ROOF PLAN ON SHEET A2.06 FOR ACTUAL ROOF HEIGHTS PROVIDED5.SEE CIVIL DRAWINGS FOR DRAINAGE AND ROW IMPROVEMENTS6.SEE LANDSCAPE PLANS FOR LOCATIONS OF PROPOSED PLANTINGS (TREES, SHRUBS, ANDGROUNDCOVER)7.SEE GEOTECH REPORTS FOR SUBGRADE PREPARATION AND ADDITIONAL REQIREMENTSSCALE: 1" = 30'-0"SITE PLANTYPE COUNT SIZEADA STALL - STANDARD 2 9'-0" X 20'-0'ADA VAN STALL - STANDARD 2 9'-0" X 20'-0"COMPACT 20 8'-6" X 16'-0"STANDARD 45 9'-0" X 20'-0"STANDARD - OVERHANG 25 9'-0" X 18'-0"TOTAL PARKING PROVIDED: 94 94PARKING:KEYNOTES: © 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:15:31 PMSHORING &EXCAVATIONPLANA1.011545BJPEHM12/16/2013BUILDING PERMITNOTE: THIS SHEET FOR SCHEMATICEXCAVATION / GC PLANNING ONLY.SEE STRUCTURAL SHHETS SH-1THRU SH-4 FOR SHORING DESIGN 12910N65LKJIHH.6N.5OH.3I.5J.3J.6K.5MF.6FC.3BGAA.5CC.6ED.5F.3DC.8C.24387H.1J.8J.2GRIDGRID GRIDARCHITECTURAL GRID STRUCTURAL GRID PROPERTY LINESPROPERTY LINE CORNERGRID PLAN LEGEND© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:15:31 PMGRID PLANA2.001545BJPLVO12/29/15BUILDING PERMIT UP1293A4.10-W102A4.10-W65BIKE STORAGE# 102C.1a2 / 2AMENITY LOUNGESTAIR W1CORRIDORSTAIR W2ELEVATOREXIT PASSAGEWAY363' - 1"AMENITY PLAZARESTROOMELEC GEAR WATER/SPRINKLERF.6FC.3BGAA.5CC.6ED.5F.3DC.8C.243872' - 0"4' - 0"6' - 5 1/2"17' - 2 1/2"5' - 0"10' - 2"13' - 6"4' - 0"2' - 0"10' - 0" 12' - 0" 25' - 10" 8' - 6 1/2" 3' - 1" 15' - 0" 8' - 9 1/4" 3' - 1 1/4" 11' - 10" 15' - 0" 8' - 6 1/2" 12' - 1" 15' - 0" 12' - 1"64' - 4"64' - 4"12' - 5 1/2"22' - 8"27' - 2 1/2"2' - 0"159' - 3"37' - 1" 10' - 0" 12' - 0" 25' - 10" 11' - 7 1/2" 15' - 0" 23' - 8 1/2" 15' - 0" 9' - 0"3' - 0"14' - 4"15' - 0 3/4"17' - 0 1/4"10' - 11 1/2"122' - 2"2' - 0"9' - 8"36' - 2"13' - 1 1/2"# 103D.13 / 2A-11-05A-11-041-051-071-081-091-011-02A-2A-2ADKHACDD1-031A4.10-W363' - 3"(UNEXCAVATED)1-06F.E.38' - 8 1/2"13' - 11 1/2"9' - 0"F.E.S1S2S3S4BIKEWASHON GRADE DECKON GRADE DECK1. PROVIDE PENETRATION WRAP, FLASHING AT WINDOWS ANDSLIDERS PER B.E. DRAWINGS.2. PROVIDE PENETRATION WRAP & FLASHING AT SWING DOORSPER B.E. DRAWINGS3. PROVIDE FLASHING SEQUENCE AT KNIFE PLATES FORCANOPIES OR RAILINGS THAT REQUIRE A 2-PIECE FLASHINGPER B.E. DRAWINGS.4. SEE B.E. DRAWINGS FOR TARGET FLASHING FOR MOUNTINGFLAT PLATES TO EXTERIOR WALLS.5. SEE B.E. DRAWINGS FOR FLASHING TERMINATION/KERF ATCONC WALLS (WITHOUT A CAST REVEAL).6. SEE B.E. DRAWINGS FOR TYPICAL SEALANT JOINT & BACKERROD.7. INSTALL FLASHING LAP JOINTS PER B.E. DRAWINGS.8. PROVIDE FLASHING @ PIPE PENETRATIONS PER B.E.DRAWINGS.9. PROVIDE A 2-PIECE FLASHING COLLAR AT PENETRATIONSTHAT WILL NOT ACCEPT A 1-PIECE OR QUICKFLASH COLLAR -SUCH AS GAS METER PIPING PER B.E. DRAWINGS.1.THIS DRAWING IS INTENDED TO REFERENCE OR SHOW CERTAIN SITEFEATURES WHERE APPLICABLE REFER TO CIVIL AND LANDSCAPEDRAWINGS FOR INFORMATION NOT SHOWN HERE. SEE SHEET A1.00FOR SITE PLAN INFORMATIONS.2.THIS DRAWING IS INTENDED TO SHOW BUILDING SHELL ONLY. SEEENLARGED UNIT AND COMMON AREA PLANS FOR ADDITIONALINFORMATION.3.GRID PATTERNS WHERE SHOWN INDICATE LOCATION OF SCORELINES, EXPANSION JOINTS, OR CONTRACTION JOINTS IN TOPPING SLABSAND SLABS ON GRADE. ALIGN THESE JOINTS WITH OPEN JOINTS IN UNITPAVERS ON PEDESTALS WHERE THE TWO MEET. SEE LANDSCAPEDRAWINGS FOR ADDITIONAL INFORMATION.4.PROVIDE FIRE DEPARTMENT CONNECTIONS (FDC) AS REQUIRED BYLOCAL FIRE DEPARTMENT. FDC'S SHALL BE READILY VISIBLE ANDACCESSIBLE ON A STREET FRONTAGE OR WHERE OTHERWISEAPPROVED AND LOCATED AT LEAST 10 FEET AWAY FROM BUILDINGEXITS.5.PROVIDE RECESSED WALL HYDRANTS AT PERIMETER OF BUILDINGWHERE REQUIRED BY LOCAL FIRE DEPARTMENT.6.PROVIDE MINIMUM 1-FOOTCANDLE EMERGENCY ILLUMINATION ATINTERIOR LOBBIES AND CORRIDORS, RESIDENTIAL AND ENTRYCOURTYARDS TO PUBLIC WAY. LIGHTING FIXTURES SHOWN TOILLUSTRATE GENERAL LIGHTING INTENT ONLY ADEQUATE ILLUMINATIONLEVELS IS THE RESPONSIBILITY OF THE ELECTRICAL DESIGN-BUILDCONTRACTOR.7.EXIT SIGNS ARE MINIMUM REQUIRED. CONTRACTOR TO PROVIDEADDITIONAL EXIT SIGNS AS REQUIRED BY AHJ.8.PROVIDE BOLLARDS AND/OR OTHER IMPACT PROTECTION MEASURESAT MECHANICAL/ELECTRICAL EQUIPMENT WHERE EXPOSED TO MOVINGTRAFFIC. SEE DETAIL 4/A8.01NON-RATED ASSEMBLY1 HOUR RATED ASSEMBLY2 HOUR RATED ASSEMBLY3 HOUR RATED ASSEMBLYPLAN LEGENDWALL ASSEMBLY TAGSEE SHEET A9.01© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:15:35 PMWEST BUILDING- LEVEL 1 FLOORPLANA2.01-W1545BJPLVO / WEL/ AMM12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"WEST BUILDING - LEVEL 1 FLOOR PLANNAME AREARESIDENTIAL 2244 SFLEVEL 1 AREA SUMMARYFLOOR PLAN GENERAL NOTESBUILDING ENVELOPE NOTESKEYNOTES NON-RATED ASSEMBLY1 HOUR RATED ASSEMBLY2 HOUR RATED ASSEMBLY3 HOUR RATED ASSEMBLYPLAN LEGENDWALL ASSEMBLY TAGSEE SHEET A9.011293A4.10-W# 203C.12 / 2# 205D.13 / 2102A4.10-W65# 202B.11 / 1# 209C.12 / 2# 210B.11 / 1WEST ELEVSTAIR W1STAIR W2CORRIDORF.6FC.3BGAA.5CC.6ED.5F.3DC.8C.24387# 204D.13 / 2# 317B.21 / 1# 530B.11 / 110' - 0" 12' - 0" 25' - 10" 8' - 6 1/2" 3' - 1" 15' - 0" 8' - 9 1/4" 3' - 1 1/4" 11' - 10" 15' - 0" 8' - 6 1/2" 12' - 1" 15' - 0" 12' - 1"148' - 9 1/2"10' - 0" 12' - 0" 25' - 10"100' - 11 1/2"10' - 0" 12' - 0" 25' - 10" 8' - 6 1/2" 13' - 1 1/2" 25' - 7" 15' - 0" 11' - 7 1/2" 12' - 1" 15' - 0"148' - 9 1/2"64' - 4"3' - 0"14' - 4"29' - 8"14' - 4"3' - 0"2' - 0"4' - 0"6' - 5 1/2"17' - 2 1/2"5' - 0"10' - 2"13' - 6"4' - 0"2' - 0"DAADHCCLDADDAAADKA-2A-2A-1A-1A-12-01A-1A-1A-1A-1A-11A4.10-WF.E.F.E.A-2A-2AKHCD64' - 5"2-062-05372' - 9 1/4"1.THIS DRAWING IS INTENDED TO REFERENCE OR SHOW CERTAIN SITEFEATURES WHERE APPLICABLE REFER TO CIVIL AND LANDSCAPEDRAWINGS FOR INFORMATION NOT SHOWN HERE. SEE SHEET A1.00FOR SITE PLAN INFORMATIONS.2.THIS DRAWING IS INTENDED TO SHOW BUILDING SHELL ONLY. SEEENLARGED UNIT AND COMMON AREA PLANS FOR ADDITIONALINFORMATION.3.GRID PATTERNS WHERE SHOWN INDICATE LOCATION OF SCORELINES, EXPANSION JOINTS, OR CONTRACTION JOINTS IN TOPPING SLABSAND SLABS ON GRADE. ALIGN THESE JOINTS WITH OPEN JOINTS IN UNITPAVERS ON PEDESTALS WHERE THE TWO MEET. SEE LANDSCAPEDRAWINGS FOR ADDITIONAL INFORMATION.4.PROVIDE FIRE DEPARTMENT CONNECTIONS (FDC) AS REQUIRED BYLOCAL FIRE DEPARTMENT. FDC'S SHALL BE READILY VISIBLE ANDACCESSIBLE ON A STREET FRONTAGE OR WHERE OTHERWISEAPPROVED AND LOCATED AT LEAST 10 FEET AWAY FROM BUILDINGEXITS.5.PROVIDE RECESSED WALL HYDRANTS AT PERIMETER OF BUILDINGWHERE REQUIRED BY LOCAL FIRE DEPARTMENT.6.PROVIDE MINIMUM 1-FOOTCANDLE EMERGENCY ILLUMINATION ATINTERIOR LOBBIES AND CORRIDORS, RESIDENTIAL AND ENTRYCOURTYARDS TO PUBLIC WAY. LIGHTING FIXTURES SHOWN TOILLUSTRATE GENERAL LIGHTING INTENT ONLY ADEQUATE ILLUMINATIONLEVELS IS THE RESPONSIBILITY OF THE ELECTRICAL DESIGN-BUILDCONTRACTOR.7.EXIT SIGNS ARE MINIMUM REQUIRED. CONTRACTOR TO PROVIDEADDITIONAL EXIT SIGNS AS REQUIRED BY AHJ.8.PROVIDE BOLLARDS AND/OR OTHER IMPACT PROTECTION MEASURESAT MECHANICAL/ELECTRICAL EQUIPMENT WHERE EXPOSED TO MOVINGTRAFFIC. SEE DETAIL 4/A8.011. PROVIDE PENETRATION WRAP, FLASHING AT WINDOWS ANDSLIDERS PER B.E. DRAWINGS.2. PROVIDE PENETRATION WRAP & FLASHING AT SWING DOORSPER B.E. DRAWINGS3. PROVIDE FLASHING SEQUENCE AT KNIFE PLATES FORCANOPIES OR RAILINGS THAT REQUIRE A 2-PIECE FLASHINGPER B.E. DRAWINGS.4. SEE B.E. DRAWINGS FOR TARGET FLASHING FOR MOUNTINGFLAT PLATES TO EXTERIOR WALLS.5. SEE B.E. DRAWINGS FOR FLASHING TERMINATION/KERF ATCONC WALLS (WITHOUT A CAST REVEAL).6. SEE B.E. DRAWINGS FOR TYPICAL SEALANT JOINT & BACKERROD.7. INSTALL FLASHING LAP JOINTS PER B.E. DRAWINGS.8. PROVIDE FLASHING @ PIPE PENETRATIONS PER B.E.DRAWINGS.9. PROVIDE A 2-PIECE FLASHING COLLAR AT PENETRATIONSTHAT WILL NOT ACCEPT A 1-PIECE OR QUICKFLASH COLLAR -SUCH AS GAS METER PIPING PER B.E. DRAWINGS.© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:15:40 PMWEST BUILDING- LEVEL 2 FLOORPLANA2.02-W1545BJPLVO / WEL/ AMM12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"WEST BUILDING - LEVEL 2 FLOOR PLANLEVEL 2 AREA SUMMARYFLOOR PLAN GENERAL NOTESBUILDING ENVELOPE NOTESKEYNOTESNAME AREARESIDENTIAL 8517 SF NON-RATED ASSEMBLY1 HOUR RATED ASSEMBLY2 HOUR RATED ASSEMBLY3 HOUR RATED ASSEMBLYPLAN LEGENDWALL ASSEMBLY TAGSEE SHEET A9.011293A4.10-W102A4.10-W65WEST LOBBYSTAIR W1ELEVATORSTAIR W2CORRIDORVESTIBULEF.6FC.3BGAA.5CC.6ED.5F.3DC.8C.243873' - 0"14' - 4"29' - 8"14' - 4"3' - 0"64' - 4"2' - 0"4' - 0"6' - 5 1/2"17' - 2 1/2"5' - 0"10' - 2"13' - 6"4' - 0"2' - 0"10' - 0" 12' - 0" 25' - 10" 8' - 6 1/2" 3' - 1" 15' - 0" 8' - 9 1/4" 3' - 1 1/4" 11' - 10" 15' - 0" 8' - 6 1/2" 12' - 1" 15' - 0" 12' - 1"10' - 0" 12' - 0" 25' - 10"50' - 4"50' - 7 1/2"64' - 4"64' - 4"160' - 10 1/2"160' - 10 1/2"# 303C.12 / 2# 305D.13 / 2# 302B.11 / 1# 309C.12 / 2# 310C.12 / 2# 304D.13 / 2# 308B.21 / 1# 301B.11 / 1A-1A-1A-13-01A-1A-2A-2A-1A-13-02A-1A-2A-2A-13-03A-21A4.10-WW.221 HRW.211 HRF.E.F.E.10' - 0" 12' - 0" 25' - 10" 8' - 6 1/2" 13' - 1 1/2" 25' - 7" 15' - 0" 11' - 7 1/2" 12' - 1" 15' - 0" 12' - 1"S5W.322 HRW.312 HRDAADADKHHCCLDADDACDAADKHKD12' - 1"ON GRADE DECK382' - 3 1/4"1.THIS DRAWING IS INTENDED TO REFERENCE OR SHOW CERTAIN SITEFEATURES WHERE APPLICABLE REFER TO CIVIL AND LANDSCAPEDRAWINGS FOR INFORMATION NOT SHOWN HERE. SEE SHEET A1.00FOR SITE PLAN INFORMATIONS.2.THIS DRAWING IS INTENDED TO SHOW BUILDING SHELL ONLY. SEEENLARGED UNIT AND COMMON AREA PLANS FOR ADDITIONALINFORMATION.3.GRID PATTERNS WHERE SHOWN INDICATE LOCATION OF SCORELINES, EXPANSION JOINTS, OR CONTRACTION JOINTS IN TOPPING SLABSAND SLABS ON GRADE. ALIGN THESE JOINTS WITH OPEN JOINTS IN UNITPAVERS ON PEDESTALS WHERE THE TWO MEET. SEE LANDSCAPEDRAWINGS FOR ADDITIONAL INFORMATION.4.PROVIDE FIRE DEPARTMENT CONNECTIONS (FDC) AS REQUIRED BYLOCAL FIRE DEPARTMENT. FDC'S SHALL BE READILY VISIBLE ANDACCESSIBLE ON A STREET FRONTAGE OR WHERE OTHERWISEAPPROVED AND LOCATED AT LEAST 10 FEET AWAY FROM BUILDINGEXITS.5.PROVIDE RECESSED WALL HYDRANTS AT PERIMETER OF BUILDINGWHERE REQUIRED BY LOCAL FIRE DEPARTMENT.6.PROVIDE MINIMUM 1-FOOTCANDLE EMERGENCY ILLUMINATION ATINTERIOR LOBBIES AND CORRIDORS, RESIDENTIAL AND ENTRYCOURTYARDS TO PUBLIC WAY. LIGHTING FIXTURES SHOWN TOILLUSTRATE GENERAL LIGHTING INTENT ONLY ADEQUATE ILLUMINATIONLEVELS IS THE RESPONSIBILITY OF THE ELECTRICAL DESIGN-BUILDCONTRACTOR.7.EXIT SIGNS ARE MINIMUM REQUIRED. CONTRACTOR TO PROVIDEADDITIONAL EXIT SIGNS AS REQUIRED BY AHJ.8.PROVIDE BOLLARDS AND/OR OTHER IMPACT PROTECTION MEASURESAT MECHANICAL/ELECTRICAL EQUIPMENT WHERE EXPOSED TO MOVINGTRAFFIC. SEE DETAIL 4/A8.011. PROVIDE PENETRATION WRAP, FLASHING AT WINDOWS ANDSLIDERS PER B.E. DRAWINGS.2. PROVIDE PENETRATION WRAP & FLASHING AT SWING DOORSPER B.E. DRAWINGS3. PROVIDE FLASHING SEQUENCE AT KNIFE PLATES FORCANOPIES OR RAILINGS THAT REQUIRE A 2-PIECE FLASHINGPER B.E. DRAWINGS.4. SEE B.E. DRAWINGS FOR TARGET FLASHING FOR MOUNTINGFLAT PLATES TO EXTERIOR WALLS.5. SEE B.E. DRAWINGS FOR FLASHING TERMINATION/KERF ATCONC WALLS (WITHOUT A CAST REVEAL).6. SEE B.E. DRAWINGS FOR TYPICAL SEALANT JOINT & BACKERROD.7. INSTALL FLASHING LAP JOINTS PER B.E. DRAWINGS.8. PROVIDE FLASHING @ PIPE PENETRATIONS PER B.E.DRAWINGS.9. PROVIDE A 2-PIECE FLASHING COLLAR AT PENETRATIONSTHAT WILL NOT ACCEPT A 1-PIECE OR QUICKFLASH COLLAR -SUCH AS GAS METER PIPING PER B.E. DRAWINGS.© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:15:43 PMWEST BUILDING- LEVEL 3 FLOORPLANA2.03-W1545BJPLVO / WEL/ AMM12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"WEST BUILDING - LEVEL 3 FLOOR PLANLEVEL 3 AREA SUMMARYFLOOR PLAN GENERAL NOTESBUILDING ENVELOPE NOTESKEYNOTESNAME AREARESIDENTIAL 9126 SF NON-RATED ASSEMBLY1 HOUR RATED ASSEMBLY2 HOUR RATED ASSEMBLY3 HOUR RATED ASSEMBLYPLAN LEGENDWALL ASSEMBLY TAGSEE SHEET A9.011293A4.10-W102A4.10-W65STAIR W1WEST ELEVSTAIR W2CORRIDOR2' - 0"4' - 0"6' - 5 1/2"17' - 2 1/2"5' - 0"10' - 2"13' - 6"4' - 0"2' - 0"F.6FC.3BGAA.5CC.6ED.5F.3DC.8C.243810' - 0" 12' - 0" 25' - 10" 8' - 6 1/2" 3' - 1" 15' - 0" 8' - 9 1/4" 3' - 1 1/4" 11' - 10" 15' - 0" 8' - 6 1/2" 12' - 1" 15' - 0" 12' - 1"10' - 0" 12' - 0" 25' - 10"50' - 4"50' - 7 1/2" 12' - 1" 2' - 6"163' - 4 1/2"6' - 0"23' - 2 1/2"12' - 1 1/2"15' - 10 1/2"7' - 1 1/2"73' - 0"14' - 4"29' - 8"14' - 4"3' - 0"163' - 4 1/2"# 403C.12 / 2# 405D.13 / 2# 402B.1a1 / 1# 409C.12 / 2# 410C.12 / 2# 404D.13 / 2# 408B.21 / 1# 401C.32 / 2A-2A-2A-1A-1A-14-01A-1A-14-02A-1A-1A-1A-2A-2A-2A-2BC1A4.10-WF.E.F.E.10' - 0" 12' - 0" 25' - 10" 8' - 6 1/2" 13' - 1 1/2" 25' - 7" 15' - 0" 11' - 7 1/2" 12' - 1" 15' - 0" 12' - 1" 2' - 6"DAADADKHHCCLDADDACDAADKHKBD391' - 9 1/4"1.THIS DRAWING IS INTENDED TO REFERENCE OR SHOW CERTAIN SITEFEATURES WHERE APPLICABLE REFER TO CIVIL AND LANDSCAPEDRAWINGS FOR INFORMATION NOT SHOWN HERE. SEE SHEET A1.00FOR SITE PLAN INFORMATIONS.2.THIS DRAWING IS INTENDED TO SHOW BUILDING SHELL ONLY. SEEENLARGED UNIT AND COMMON AREA PLANS FOR ADDITIONALINFORMATION.3.GRID PATTERNS WHERE SHOWN INDICATE LOCATION OF SCORELINES, EXPANSION JOINTS, OR CONTRACTION JOINTS IN TOPPING SLABSAND SLABS ON GRADE. ALIGN THESE JOINTS WITH OPEN JOINTS IN UNITPAVERS ON PEDESTALS WHERE THE TWO MEET. SEE LANDSCAPEDRAWINGS FOR ADDITIONAL INFORMATION.4.PROVIDE FIRE DEPARTMENT CONNECTIONS (FDC) AS REQUIRED BYLOCAL FIRE DEPARTMENT. FDC'S SHALL BE READILY VISIBLE ANDACCESSIBLE ON A STREET FRONTAGE OR WHERE OTHERWISEAPPROVED AND LOCATED AT LEAST 10 FEET AWAY FROM BUILDINGEXITS.5.PROVIDE RECESSED WALL HYDRANTS AT PERIMETER OF BUILDINGWHERE REQUIRED BY LOCAL FIRE DEPARTMENT.6.PROVIDE MINIMUM 1-FOOTCANDLE EMERGENCY ILLUMINATION ATINTERIOR LOBBIES AND CORRIDORS, RESIDENTIAL AND ENTRYCOURTYARDS TO PUBLIC WAY. LIGHTING FIXTURES SHOWN TOILLUSTRATE GENERAL LIGHTING INTENT ONLY ADEQUATE ILLUMINATIONLEVELS IS THE RESPONSIBILITY OF THE ELECTRICAL DESIGN-BUILDCONTRACTOR.7.EXIT SIGNS ARE MINIMUM REQUIRED. CONTRACTOR TO PROVIDEADDITIONAL EXIT SIGNS AS REQUIRED BY AHJ.8.PROVIDE BOLLARDS AND/OR OTHER IMPACT PROTECTION MEASURESAT MECHANICAL/ELECTRICAL EQUIPMENT WHERE EXPOSED TO MOVINGTRAFFIC. SEE DETAIL 4/A8.011. PROVIDE PENETRATION WRAP, FLASHING AT WINDOWS ANDSLIDERS PER B.E. DRAWINGS.2. PROVIDE PENETRATION WRAP & FLASHING AT SWING DOORSPER B.E. DRAWINGS3. PROVIDE FLASHING SEQUENCE AT KNIFE PLATES FORCANOPIES OR RAILINGS THAT REQUIRE A 2-PIECE FLASHINGPER B.E. DRAWINGS.4. SEE B.E. DRAWINGS FOR TARGET FLASHING FOR MOUNTINGFLAT PLATES TO EXTERIOR WALLS.5. SEE B.E. DRAWINGS FOR FLASHING TERMINATION/KERF ATCONC WALLS (WITHOUT A CAST REVEAL).6. SEE B.E. DRAWINGS FOR TYPICAL SEALANT JOINT & BACKERROD.7. INSTALL FLASHING LAP JOINTS PER B.E. DRAWINGS.8. PROVIDE FLASHING @ PIPE PENETRATIONS PER B.E.DRAWINGS.9. PROVIDE A 2-PIECE FLASHING COLLAR AT PENETRATIONSTHAT WILL NOT ACCEPT A 1-PIECE OR QUICKFLASH COLLAR -SUCH AS GAS METER PIPING PER B.E. DRAWINGS.© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:15:47 PMWEST BUILDING- LEVEL 4 FLOORPLANA2.04-W1545BJPLVO / WEL/ AMM12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"WEST BUILDING - LEVEL 4 FLOOR PLANLEVEL 4 AREA SUMMARYFLOOR PLAN GENERAL NOTESBUILDING ENVELOPE NOTESKEYNOTESNAME AREARESIDENTIAL 9126 SF NON-RATED ASSEMBLY1 HOUR RATED ASSEMBLY2 HOUR RATED ASSEMBLY3 HOUR RATED ASSEMBLYPLAN LEGENDWALL ASSEMBLY TAGSEE SHEET A9.011293A4.10-W102A4.10-W65STAIR W1ELEVATORSTAIR W2CORRIDORF.6FC.3BGAA.5CC.6ED.5F.3DC.8C.2438710' - 0" 12' - 0" 25' - 10" 8' - 6 1/2" 3' - 1" 15' - 0" 8' - 9 1/4" 3' - 1 1/4" 11' - 10" 15' - 0" 8' - 6 1/2" 12' - 1" 15' - 0" 12' - 1"2' - 0"4' - 0"6' - 5 1/2"17' - 2 1/2"5' - 0"10' - 2"13' - 6"4' - 0"2' - 0"163' - 4 1/2"64' - 4"10' - 0" 12' - 0" 25' - 10"73' - 10 1/2"27' - 1" 12' - 1" 2' - 6"6' - 0"23' - 2 1/2"12' - 1 1/2"15' - 10 1/2"7' - 1 1/2"163' - 4 1/2"64' - 4"3' - 0"14' - 4"29' - 8"14' - 4"3' - 0"# 503C.12 / 2# 505D.13 / 2# 502B.11 / 1# 509C.12 / 2# 510C.12 / 2# 504D.13 / 2# 508B.21 / 1# 501C.32 / 2A-2A-2A-1A-15-01A-1A-1A-1A-2A-2A-15-02A-1A-2A-2A-2A-11A4.10-WF.E.F.E.10' - 0" 12' - 0" 25' - 10" 8' - 6 1/2" 13' - 1 1/2" 25' - 7" 15' - 0" 11' - 7 1/2" 12' - 1" 15' - 0" 12' - 1" 2' - 6"BCDAADADKHHCCLDADDACDAADKHKD401' - 3 1/4"1. PROVIDE PENETRATION WRAP, FLASHING AT WINDOWS ANDSLIDERS PER B.E. DRAWINGS.2. PROVIDE PENETRATION WRAP & FLASHING AT SWING DOORSPER B.E. DRAWINGS3. PROVIDE FLASHING SEQUENCE AT KNIFE PLATES FORCANOPIES OR RAILINGS THAT REQUIRE A 2-PIECE FLASHINGPER B.E. DRAWINGS.4. SEE B.E. DRAWINGS FOR TARGET FLASHING FOR MOUNTINGFLAT PLATES TO EXTERIOR WALLS.5. SEE B.E. DRAWINGS FOR FLASHING TERMINATION/KERF ATCONC WALLS (WITHOUT A CAST REVEAL).6. SEE B.E. DRAWINGS FOR TYPICAL SEALANT JOINT & BACKERROD.7. INSTALL FLASHING LAP JOINTS PER B.E. DRAWINGS.8. PROVIDE FLASHING @ PIPE PENETRATIONS PER B.E.DRAWINGS.9. PROVIDE A 2-PIECE FLASHING COLLAR AT PENETRATIONSTHAT WILL NOT ACCEPT A 1-PIECE OR QUICKFLASH COLLAR -SUCH AS GAS METER PIPING PER B.E. DRAWINGS.1.THIS DRAWING IS INTENDED TO REFERENCE OR SHOW CERTAIN SITEFEATURES WHERE APPLICABLE REFER TO CIVIL AND LANDSCAPEDRAWINGS FOR INFORMATION NOT SHOWN HERE. SEE SHEET A1.00FOR SITE PLAN INFORMATIONS.2.THIS DRAWING IS INTENDED TO SHOW BUILDING SHELL ONLY. SEEENLARGED UNIT AND COMMON AREA PLANS FOR ADDITIONALINFORMATION.3.GRID PATTERNS WHERE SHOWN INDICATE LOCATION OF SCORELINES, EXPANSION JOINTS, OR CONTRACTION JOINTS IN TOPPING SLABSAND SLABS ON GRADE. ALIGN THESE JOINTS WITH OPEN JOINTS IN UNITPAVERS ON PEDESTALS WHERE THE TWO MEET. SEE LANDSCAPEDRAWINGS FOR ADDITIONAL INFORMATION.4.PROVIDE FIRE DEPARTMENT CONNECTIONS (FDC) AS REQUIRED BYLOCAL FIRE DEPARTMENT. FDC'S SHALL BE READILY VISIBLE ANDACCESSIBLE ON A STREET FRONTAGE OR WHERE OTHERWISEAPPROVED AND LOCATED AT LEAST 10 FEET AWAY FROM BUILDINGEXITS.5.PROVIDE RECESSED WALL HYDRANTS AT PERIMETER OF BUILDINGWHERE REQUIRED BY LOCAL FIRE DEPARTMENT.6.PROVIDE MINIMUM 1-FOOTCANDLE EMERGENCY ILLUMINATION ATINTERIOR LOBBIES AND CORRIDORS, RESIDENTIAL AND ENTRYCOURTYARDS TO PUBLIC WAY. LIGHTING FIXTURES SHOWN TOILLUSTRATE GENERAL LIGHTING INTENT ONLY ADEQUATE ILLUMINATIONLEVELS IS THE RESPONSIBILITY OF THE ELECTRICAL DESIGN-BUILDCONTRACTOR.7.EXIT SIGNS ARE MINIMUM REQUIRED. CONTRACTOR TO PROVIDEADDITIONAL EXIT SIGNS AS REQUIRED BY AHJ.8.PROVIDE BOLLARDS AND/OR OTHER IMPACT PROTECTION MEASURESAT MECHANICAL/ELECTRICAL EQUIPMENT WHERE EXPOSED TO MOVINGTRAFFIC. SEE DETAIL 4/A8.01© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:15:51 PMWEST BUILDING- LEVEL 5 FLOORPLANA2.05-W1545BJPLVO / WEL/ AMM12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"WEST BUILDING - LEVEL 5 FLOOR PLANLEVEL 5 AREA SUMMARYFLOOR PLAN GENERAL NOTESBUILDING ENVELOPE NOTESKEYNOTESNAME AREARESIDENTIAL 9126 SF BUILDING ENVELOPE NOTES - ROOF1. SEE 1/BE06.00 FOR PARAPET TO ROOFING TRANSITION2. SEE 2/BE06.00 FOR PIPE FLASHING3. SEE 3/BE06.00 FOR PIPE BOOT4. SEE 4/BE06.00 FOR ROOF DRAIN5. SEE 6/BE06.00 FOR CURB AT ROOF HATCH6. SEE 7/BE06.00 FOR ROOF TO WALL FLASHING7. SEE 8/BE06.00 FOR ROOF DRAIN LAYOUT15. SEE 18/BE06.00 FOR FLASHING BOOTS16. SEE 1/BE06.01 FOR SCUPPER SECTION17. SEE 2/BE06.01 FOR SCUPPER ISOMETRIC18. SEE 3/BE06.01 FOR COLLECTOR BOX ISOMETRIC19. SEE 4/BE06.01 FOR SCUPPER COLLAR ISOMETRIC20. SEE 6/BE06.01 FOR ROOF AT BUTTERFLY8. SEE 9/BE06.00 FOR TYPICAL EAVE FLASHING9. SEE 10/BE06.00 FOR RAKE OVERHANG10. SEE 11/BE06.00 FOR RIDGE FLASHING11. SEE 12/BE-6.00 FOR EXHAUST VENT FLASHING12. SEE 14/BE06.00 FOR TPO BASE FLASHING - OUTSIDE CORNER13. SEE 15/BE06.00 FOR TOP BASE FLASHING - INSIDE CORNER14. SEE 16/BE06.00 FOR ROOF DRAIN INSULATIONROOF PLAN NOTES1.PROVIDE 1 INCH MINIMUM AIR GAP BETWEEN TOP OF INSULATION AND UNDERSIDE OFROOF SHEATHING.2.INSTALL A VAPOR RETARDER, WITH A TRANSMISSION RATE NOT TO EXCEED 1 PERM, ATTHE WARM SIDE OF THE ATTIC INSULATION.ROOF VENTILATION CALCULATIONSNET FREE VENTING =1/300 OF VENTED SPACE(SBC 1203.2)REQUIREMENTSLOCATION ANDROOF AREAREQ'DVENTILATION (SQ IN)PRIMARY VENTILATION METHODFLAT ROOF OF WESTMASSING = 3348 SF1/300 * 3348 = 11.16 SF=1607.04 SQ INPARAPET AT PERIMETER THROUGH1.5 DIA HOLES AT 4" OC= 5.31 SQ IN PER LFPARAPET VENTILATIONPROPOSED (SQ IN)246.5 LF OF PARAPET5.31 * 246.5 = 1308.92 SQ INBUTTERFLY ROOF= 1560 SFROOF JACK VENTILATIONPROPOSED (SQ IN)1607.04 - 1308.92= 298.12 SQ INNET FREE VENTING =1/300 OF VENTED SPACE(SBC 1203.2)1/300 * 1560 = 5.2 SF =748.8 SQ INCONTINUOUS STRIP VENT AT SOFFITTHROUGH 1.5 DIA HOLES AT 4" OC= 5.31 SQ IN PER LFSOFFIT VENTILATIONPROPOSED (SQ IN)NONENONE106.5 LF OF STRIP VENT5.31 * 106.5 = 565.5 SQ IN748.8 - 565.5 =183.29 SQ IN1122993A4.10-W10102A4.10-W6655F.6F.6FFC.3C.3BBGGAAA.5A.5CCC.6C.6EED.5D.5F.3F.3DDC.8C.8C.2C.2443388771A4.10-W10' - 0" 12' - 0" 25' - 10" 8' - 6 1/2" 3' - 1" 15' - 0" 8' - 9 1/4" 3' - 1 1/4" 11' - 10" 15' - 0" 8' - 6 1/2" 12' - 1" 15' - 0" 12' - 1"160' - 10 1/2"2' - 0"4' - 0"6' - 5 1/2"17' - 2 1/2"5' - 0"10' - 2"13' - 6"4' - 0"2' - 0"68' - 9 1/16"9' - 11 1/2" 10' - 2 3/4" 29' - 10" 7' - 7 1/2" 19' - 0" 19' - 8 1/2" 19' - 0" 4' - 6 1/2" 32' - 1 15/16" 9' - 2 5/16" 2' - 5 1/2"5' - 0"8' - 9 1/4"SLOPE: 2" / 12"SLOPE: 2" / 12"SLOPE: 16.7%SLOPE: 2" / 12"SLOPE: 2" / 12"SLOPE: 2" / 12"© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:15:52 PMWEST BUILDING- ROOF PLANA2.06-W1545BJPLVO / WEL/ AMM12/29/15BUILDING PERMITROOF SLOPE / PARAPET HEIGHT CALCULATIONSPER EXHIBIT B FOR 23.45.514 OF THE SEATTLE LAND USE CODE.BUILDING HEIGHT MAY EXCEED HEIGHT LIMIT TO ALLOW FOR SLOPE, PROVIDED THE HEIGHT OF THEHIGHEST ELEVATION OF ROOF SURFACE DOES NOT EXCEED 75% OF PARAPET HEIGHT PROVIDEDTHAT THE LOWEST ELEVATIONS OF ROOF SURFACE IS NO HIGHER THAN THE HEIGHT LIMIT.BASE HEIGHT LIMIT: 459.71’LOWEST POINT OF ROOF HEIGHT: 459.65’HIGHEST POINT OF ROOF: 460.65’PROPOSED PARAPET HEIGHT: 462.23’ALLOWED MAXIMUM RIDGE HEIGHT: 1.93 FEET (461.58') (462.23' - 459.65' = 2.58' X 75% = 1.93')PROVIDED MAXIMUM RIDGE HEIGHT: 1 FOOT (460.65')(460.65' - 459.65' = 1.0')SCALE: 1/8" = 1'-0"WEST ROOF PLAN RCP LEGEND:WALL SCONCEEXIT SIGNEMERGENCY WALL LIGHTEXITLINEAR FLOURESCENTSOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREWALL SCONCE AT VANITYPENDANT FIXTUREFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA/CABLE/TELE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORWHFSDPxSxWx$EPELECTRICAL PANELELECTRICAL OUTLET$3RXSTEP LIGHTDCT1291065F.6FC.3BGAA.5CC.6ED.5F.3DC.8C.24387AMENITY LOUNGED.1CORRIDORC.1aWATER/SPRINKLERELEC GEARSTAIR W2BIKE STORAGEEXIT PASSAGEWAYSTAIR W1ELEVATOR© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:15:53 PMWEST BUILDING- LIGHTING &RCP PLAN -LEVEL 1A2.11-W1545BJPLVO/AMM12/29/15BUILDING PERMITLIGHTING CALCULATIONS:KEYNOTES:SCALE: 1/8" = 1'-0"WEST BUILDING - LEVEL 1 RCP LEGEND:WALL SCONCEEXIT SIGNEMERGENCY WALL LIGHTEXITLINEAR FLOURESCENTSOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREWALL SCONCE AT VANITYPENDANT FIXTUREFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA/CABLE/TELE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORWHFSDPxSxWx$EPELECTRICAL PANELELECTRICAL OUTLET$3RXSTEP LIGHTDCT1291065F.6FC.3BGAA.5CC.6ED.5F.3DC.8C.24387C.1 B.1 B.1B.1C.1B.2STAIR W1WEST ELEVD.1D.1CORRIDORSTAIR W2© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:15:55 PMWEST BUILDING- LIGHTING &RCP PLAN -LEVEL 2A2.12-W1545BJPLVO/AMM12/29/15BUILDING PERMITKEYNOTES:SCALE: 1/8" = 1'-0"WEST BUILDING - LEVEL 2 RCP LEGEND:WALL SCONCEEXIT SIGNEMERGENCY WALL LIGHTEXITLINEAR FLOURESCENTSOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREWALL SCONCE AT VANITYPENDANT FIXTUREFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA/CABLE/TELE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORWHFSDPxSxWx$EPELECTRICAL PANELELECTRICAL OUTLET$3RXSTEP LIGHTDCT129105F.6FC.3BGAA.5CC.6ED.5F.3DC.8C.24387C.1 B.1 B.1C.1C.1B.2STAIR W1ELEVATORD.1D.1STAIR W2VESTIBULEWEST LOBBYCORRIDOR© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:15:57 PMWEST BUILDING- LIGHTING &RCP PLAN -LEVEL 3A2.13-W1545BJPLVO/ AMM12/29/15BUILDING PERMITLIGHTING CALCULATIONS:SCALE: 1/8" = 1'-0"WEST BUILDING - LEVEL 3KEYNOTES: RCP LEGEND:WALL SCONCEEXIT SIGNEMERGENCY WALL LIGHTEXITLINEAR FLOURESCENTSOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREWALL SCONCE AT VANITYPENDANT FIXTUREFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA/CABLE/TELE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORWHFSDPxSxWx$EPELECTRICAL PANELELECTRICAL OUTLET$3RXSTEP LIGHTDCT1291065F.6FC.3BGAA.5CC.6ED.5F.3DC.8C.24387C.1 B.1aC.3C.1C.1B.2STAIR W1WEST ELEVD.1D.1STAIR W2CORRIDOR© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:15:59 PMWEST BUILDING- LIGHTING &RCP PLAN -LEVEL 4A2.14-W1545BJPLVO/AMM12/29/15BUILDING PERMITLIGHTING CALCULATIONS:SCALE: 1/8" = 1'-0"WEST BUILDING - LEVEL 4KEYNOTES: 1291065F.6FC.3BGAA.5CC.6ED.5F.3DC.8C.24387C.1 B.1C.3C.1C.1B.2STAIR W1ELEVATORD.1D.1STAIR W2CORRIDORRCP LEGEND:WALL SCONCEEXIT SIGNEMERGENCY WALL LIGHTEXITLINEAR FLOURESCENTSOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREWALL SCONCE AT VANITYPENDANT FIXTUREFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA/CABLE/TELE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORWHFSDPxSxWx$EPELECTRICAL PANELELECTRICAL OUTLET$3RXSTEP LIGHTDCT© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:00 PMWEST BUILDING- LIGHTING &RCP PLAN -LEVEL 5A2.15-W1545BJPLVO/ AMM12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"WEST BUILDING - LEVEL 5KEYNOTES: UP91065AA.587AMENITY PLAZAMATCHLINEMATCHLINERCP LEGEND:WALL SCONCEEXIT SIGNEMERGENCY WALL LIGHTEXITLINEAR FLOURESCENTSOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREWALL SCONCE AT VANITYPENDANT FIXTUREFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA/CABLE/TELE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORWHFSDPxSxWx$EPELECTRICAL PANELELECTRICAL OUTLET$3RXSTEP LIGHTDCTMATCHLINEMATCHLINE© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:02 PMENLARGEDCOMMON AREAPLANS & ELEVS.A2.21-W1545CheckerLVO / WEL12/29/15BUILDING PERMITSCALE: 1/4" = 1'-0"A2.21-WWEST BUILDING - LEVEL 1 - AMENITY PLAZA1KEYNOTESSCALE: 1/4" = 1'-0"A2.21-WWEST BUILDING - LEVEL 1 AMENITY PLAZA2 MATCHLINEMATCHLINEMATCHLINEMATCHLINE7' - 6" AFF8' - 0" AFF91065BAA.5C87MATCHLINEMATCHLINEAMENITY LOUNGEMATCHLINEMATCHLINECT-3TVCOFFEE TABLERCP LEGEND:WALL SCONCEEXIT SIGNEMERGENCY WALL LIGHTEXITLINEAR FLOURESCENTSOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREWALL SCONCE AT VANITYPENDANT FIXTUREFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA/CABLE/TELE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORWHFSDPxSxWx$EPELECTRICAL PANELELECTRICAL OUTLET$3RXSTEP LIGHTDCT© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:03 PMENLARGEDCOMMON AREAPLANS & ELEVS.A2.22-W1545BJPLVO / WEL12/29/15BUILDING PERMITSCALE: 1/4" = 1'-0"A2.22-WWEST BUILDING - LEVEL 1 AMENITY LOUNGE2SCALE: 1/4" = 1'-0"A2.22-WWEST BUILDING - LEVEL 1 - AMENITY LOUNGE1KEYNOTES 7' - 6"MATCHLINEMATCHLINE8' - 0"7' - 6"91065C.3C.6C.8C.287BIKE STORAGECONC-1BK-1W.41NRW.26NRW.211 HRTL-2W.211 HRPF-1GRT-1MATCHLINEMATCHLINESTAIR W1ELEVATORCORRIDOREXIT PASSAGEWAYBIKEWASHA-1W.282 HR1-011-021-031-041-05BK-2RCP LEGEND:WALL SCONCEEXIT SIGNEMERGENCY WALL LIGHTEXITLINEAR FLOURESCENTSOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREWALL SCONCE AT VANITYPENDANT FIXTUREFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA/CABLE/TELE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORWHFSDPxSxWx$EPELECTRICAL PANELELECTRICAL OUTLET$3RXSTEP LIGHTDCT© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:06 PMENLARGEDCOMMON AREAPLANS & ELEVS.A2.23-W1545CheckerAuthor12/29/15BUILDING PERMITSCALE: 1/4" = 1'-0"A2.23-WWEST BUILDING - LEVEL 1 BIKE STORAGE2SCALE: 1/4" = 1'-0"A2.23-WWEST BUILDING - LEVEL 1 - BIKE STORAGE1KEYNOTESBK-1 BICYCLE RACK - WALL MOUNTEDBK-2 BICYCLE STORAGE CONTAINERPF-1 TOILET PER PLUMBING DWGSSTALL TYPE COUNT BuildingBIKE RACK - WALL MOUNT 20 WESTBIKE LOCKER 2 WESTTOTAL WEST 22BIKE PARKING WEST BUILDING UPFD3A4.20-E12A4.20-E2910N65LKJIHH.6N.5OH.3I.5J.3J.6STAIR E1K.5M14' - 7" 14' - 6 1/2" 12' - 3 3/4" 12' - 4 3/4" 14' - 6" 11' - 7" 15' - 0" 11' - 7 1/2" 12' - 6 1/2" 14' - 6 1/2" 8' - 6 1/2" 25' - 10" 12' - 0" 10' - 0"ELEVATORTENANT STORAGEFITNESSELEV MECHEASTENTRYLOBBYBIKE STORAGE377' - 9"LEASINGELECTRIC GEAR ROOMVESTIBULEWATER SPRINKLER4387H.1J.8J.279' - 8 7/16"14' - 6 1/2" 24' - 8 1/2" 14' - 5 1/2" 11' - 8"2' - 0"4' - 0"6' - 5 1/2"17' - 2 1/2"5' - 0"10' - 2"13' - 6"4' - 0"2' - 0"64' - 4"2' - 0"4' - 3 3/8"79' - 11 11/16"25' - 11" 13' - 1 1/2" 9' - 0" 2' - 8"1-141-041-051-031-021-011-101-091-082-031-111-131A4.20-E1-0661' - 10 1/2"2' - 5 1/2"64' - 4"S35S34S33S32S30S31BIKEWASH1. PROVIDE PENETRATION WRAP, FLASHING AT WINDOWS ANDSLIDERS PER B.E. DRAWINGS.2. PROVIDE PENETRATION WRAP & FLASHING AT SWING DOORSPER B.E. DRAWINGS3. PROVIDE FLASHING SEQUENCE AT KNIFE PLATES FORCANOPIES OR RAILINGS THAT REQUIRE A 2-PIECE FLASHINGPER B.E. DRAWINGS.4. SEE B.E. DRAWINGS FOR TARGET FLASHING FOR MOUNTINGFLAT PLATES TO EXTERIOR WALLS.5. SEE B.E. DRAWINGS FOR FLASHING TERMINATION/KERF ATCONC WALLS (WITHOUT A CAST REVEAL).6. SEE B.E. DRAWINGS FOR TYPICAL SEALANT JOINT & BACKERROD.7. INSTALL FLASHING LAP JOINTS PER B.E. DRAWINGS.8. PROVIDE FLASHING @ PIPE PENETRATIONS PER B.E.DRAWINGS.9. PROVIDE A 2-PIECE FLASHING COLLAR AT PENETRATIONSTHAT WILL NOT ACCEPT A 1-PIECE OR QUICKFLASH COLLAR -SUCH AS GAS METER PIPING PER B.E. DRAWINGS.1.THIS DRAWING IS INTENDED TO REFERENCE OR SHOW CERTAIN SITEFEATURES WHERE APPLICABLE REFER TO CIVIL AND LANDSCAPEDRAWINGS FOR INFORMATION NOT SHOWN HERE. SEE SHEET A1.00FOR SITE PLAN INFORMATIONS.2.THIS DRAWING IS INTENDED TO SHOW BUILDING SHELL ONLY. SEEENLARGED UNIT AND COMMON AREA PLANS FOR ADDITIONALINFORMATION.3.GRID PATTERNS WHERE SHOWN INDICATE LOCATION OF SCORELINES, EXPANSION JOINTS, OR CONTRACTION JOINTS IN TOPPING SLABSAND SLABS ON GRADE. ALIGN THESE JOINTS WITH OPEN JOINTS IN UNITPAVERS ON PEDESTALS WHERE THE TWO MEET. SEE LANDSCAPEDRAWINGS FOR ADDITIONAL INFORMATION.4.PROVIDE FIRE DEPARTMENT CONNECTIONS (FDC) AS REQUIRED BYLOCAL FIRE DEPARTMENT. FDC'S SHALL BE READILY VISIBLE ANDACCESSIBLE ON A STREET FRONTAGE OR WHERE OTHERWISEAPPROVED AND LOCATED AT LEAST 10 FEET AWAY FROM BUILDINGEXITS.5.PROVIDE RECESSED WALL HYDRANTS AT PERIMETER OF BUILDINGWHERE REQUIRED BY LOCAL FIRE DEPARTMENT.6.PROVIDE MINIMUM 1-FOOTCANDLE EMERGENCY ILLUMINATION ATINTERIOR LOBBIES AND CORRIDORS, RESIDENTIAL AND ENTRYCOURTYARDS TO PUBLIC WAY. LIGHTING FIXTURES SHOWN TOILLUSTRATE GENERAL LIGHTING INTENT ONLY ADEQUATE ILLUMINATIONLEVELS IS THE RESPONSIBILITY OF THE ELECTRICAL DESIGN-BUILDCONTRACTOR.7.EXIT SIGNS ARE MINIMUM REQUIRED. CONTRACTOR TO PROVIDEADDITIONAL EXIT SIGNS AS REQUIRED BY AHJ.8.PROVIDE BOLLARDS AND/OR OTHER IMPACT PROTECTION MEASURESAT MECHANICAL/ELECTRICAL EQUIPMENT WHERE EXPOSED TO MOVINGTRAFFIC. SEE DETAIL 4/A8.01NON-RATED ASSEMBLY1 HOUR RATED ASSEMBLY2 HOUR RATED ASSEMBLY3 HOUR RATED ASSEMBLYPLAN LEGENDWALL ASSEMBLY TAGSEE SHEET A9.01© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:09 PMEAST BUILDING -LEVEL 1 FLOORPLANA2.31-E1545BJPLVO / WEL/ AMM12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"EAST BUILDING - LEVEL 1 FLOOR PLANNAME AREAAMENITY 636 SFBIKES 506 SFLEASING OFFICE 403 SFMECHANICAL 481 SFRESIDENTIAL 1278 SFRESTROOM 82 SFSTORAGE 852 SF4239 SFLEVEL 1 AREA SUMMARYFLOOR PLAN GENERAL NOTESBUILDING ENVELOPE NOTESKEYNOTES UPUPNON-RATED ASSEMBLY1 HOUR RATED ASSEMBLY2 HOUR RATED ASSEMBLY3 HOUR RATED ASSEMBLYPLAN LEGENDWALL ASSEMBLY TAGSEE SHEET A9.013A4.20-E12A4.20-E2910N65LKJIHH.6N.5OH.3I.5J.3J.6K.5M# 209C.22 / 2# 210B.21 / 1# 201D.13 / 2# 213D.13 / 2STAIR E2EASTELEVATORSTAIR E1# 206B.11 / 1# 207B.11 / 1VESTIBULE4387# 205C.12 / 2# 204B.11 / 1# 211B.11 / 1# 212C.1a2 / 2H.1J.8J.22' - 6" 12' - 1" 14' - 6 1/2" 12' - 3 3/4" 12' - 4 3/4" 14' - 6" 8' - 6" 3' - 1" 15' - 0" 8' - 9 1/4" 2' - 10 1/4" 12' - 6 1/2" 14' - 6 1/2" 8' - 6 1/2" 25' - 10" 12' - 0" 10' - 0"2' - 0"4' - 0"6' - 5 1/2"17' - 2 1/2"5' - 0"10' - 2"13' - 6"4' - 0"2' - 0"190' - 0"64' - 4"190' - 0"64' - 4"14' - 6 1/2" 24' - 8 1/2" 14' - 6" 11' - 7" 15' - 0" 23' - 8 1/2" 15' - 0" 8' - 6 1/2" 25' - 10" 12' - 0" 10' - 0"3' - 0"14' - 4"29' - 8"14' - 4"3' - 0"9' - 3 1/2" 19' - 6" 26' - 4 1/2" 13' - 1 1/2" 8' - 6 1/2" 12' - 6 1/2" 26' - 2" 15' - 0" 11' - 7 1/2" 25' - 10" 12' - 0" 10' - 0"45' - 7 13/16"12' - 8 3/16"4' - 0"A-1A-1A-1A-12-02A-1A-1A-1A-12-012-04A-1A-1A-2AADDADDCAADADACDKAAHKDHD1A4.20-EF.E.F.E.A-2A-2A-2S36S38CCORRIDORON GRADE DECKON GRADE DECKON GRADE DECKON GRADE DECK387' - 3"1.THIS DRAWING IS INTENDED TO REFERENCE OR SHOW CERTAIN SITEFEATURES WHERE APPLICABLE REFER TO CIVIL AND LANDSCAPEDRAWINGS FOR INFORMATION NOT SHOWN HERE. SEE SHEET A1.00FOR SITE PLAN INFORMATIONS.2.THIS DRAWING IS INTENDED TO SHOW BUILDING SHELL ONLY. SEEENLARGED UNIT AND COMMON AREA PLANS FOR ADDITIONALINFORMATION.3.GRID PATTERNS WHERE SHOWN INDICATE LOCATION OF SCORELINES, EXPANSION JOINTS, OR CONTRACTION JOINTS IN TOPPING SLABSAND SLABS ON GRADE. ALIGN THESE JOINTS WITH OPEN JOINTS IN UNITPAVERS ON PEDESTALS WHERE THE TWO MEET. SEE LANDSCAPEDRAWINGS FOR ADDITIONAL INFORMATION.4.PROVIDE FIRE DEPARTMENT CONNECTIONS (FDC) AS REQUIRED BYLOCAL FIRE DEPARTMENT. FDC'S SHALL BE READILY VISIBLE ANDACCESSIBLE ON A STREET FRONTAGE OR WHERE OTHERWISEAPPROVED AND LOCATED AT LEAST 10 FEET AWAY FROM BUILDINGEXITS.5.PROVIDE RECESSED WALL HYDRANTS AT PERIMETER OF BUILDINGWHERE REQUIRED BY LOCAL FIRE DEPARTMENT.6.PROVIDE MINIMUM 1-FOOTCANDLE EMERGENCY ILLUMINATION ATINTERIOR LOBBIES AND CORRIDORS, RESIDENTIAL AND ENTRYCOURTYARDS TO PUBLIC WAY. LIGHTING FIXTURES SHOWN TOILLUSTRATE GENERAL LIGHTING INTENT ONLY ADEQUATE ILLUMINATIONLEVELS IS THE RESPONSIBILITY OF THE ELECTRICAL DESIGN-BUILDCONTRACTOR.7.EXIT SIGNS ARE MINIMUM REQUIRED. CONTRACTOR TO PROVIDEADDITIONAL EXIT SIGNS AS REQUIRED BY AHJ.8.PROVIDE BOLLARDS AND/OR OTHER IMPACT PROTECTION MEASURESAT MECHANICAL/ELECTRICAL EQUIPMENT WHERE EXPOSED TO MOVINGTRAFFIC. SEE DETAIL 4/A8.011. PROVIDE PENETRATION WRAP, FLASHING AT WINDOWS ANDSLIDERS PER B.E. DRAWINGS.2. PROVIDE PENETRATION WRAP & FLASHING AT SWING DOORSPER B.E. DRAWINGS3. PROVIDE FLASHING SEQUENCE AT KNIFE PLATES FORCANOPIES OR RAILINGS THAT REQUIRE A 2-PIECE FLASHINGPER B.E. DRAWINGS.4. SEE B.E. DRAWINGS FOR TARGET FLASHING FOR MOUNTINGFLAT PLATES TO EXTERIOR WALLS.5. SEE B.E. DRAWINGS FOR FLASHING TERMINATION/KERF ATCONC WALLS (WITHOUT A CAST REVEAL).6. SEE B.E. DRAWINGS FOR TYPICAL SEALANT JOINT & BACKERROD.7. INSTALL FLASHING LAP JOINTS PER B.E. DRAWINGS.8. PROVIDE FLASHING @ PIPE PENETRATIONS PER B.E.DRAWINGS.9. PROVIDE A 2-PIECE FLASHING COLLAR AT PENETRATIONSTHAT WILL NOT ACCEPT A 1-PIECE OR QUICKFLASH COLLAR -SUCH AS GAS METER PIPING PER B.E. DRAWINGS.© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:11 PMEAST BUILDING -LEVEL 2 FLOORPLANA2.32-E1545BJPLVO / WEL/ AMM12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"EAST BUILDING - LEVEL 2 FLOOR PLANLEVEL 2 AREA SUMMARYFLOOR PLAN GENERAL NOTESBUILDING ENVELOPE NOTESKEYNOTESNAME AREARESIDENTIAL 11145 SF UPNON-RATED ASSEMBLY1 HOUR RATED ASSEMBLY2 HOUR RATED ASSEMBLY3 HOUR RATED ASSEMBLYPLAN LEGENDWALL ASSEMBLY TAGSEE SHEET A9.013A4.20-E12A4.20-E2910N65LKJIHH.6N.5OSTAIR E2EASTELEVATORCORRIDORSTAIR E1H.3I.5J.3J.6K.5M4387H.1J.8J.22' - 6" 12' - 1" 14' - 6 1/2" 12' - 3 3/4" 12' - 4 3/4" 14' - 6" 8' - 6" 3' - 1" 15' - 0" 8' - 9 1/4" 2' - 10 1/4" 12' - 6 1/2" 14' - 6 1/2" 8' - 6 1/2" 25' - 10" 12' - 0" 10' - 0"2' - 0"4' - 0"6' - 5 1/2"17' - 2 1/2"5' - 0"10' - 2"13' - 6"4' - 0"2' - 0"190' - 0"64' - 4"190' - 0"64' - 4"9' - 3 1/2" 19' - 6" 26' - 4 1/2" 13' - 1 1/2" 8' - 6 1/2" 12' - 6 1/2" 26' - 2" 15' - 0" 11' - 7 1/2" 25' - 10" 12' - 0" 10' - 0"2' - 0"3' - 6"17' - 6 3/4"12' - 1"12' - 6 1/16"12' - 8 3/16"4' - 0"2' - 6" 12' - 1" 14' - 6 1/2" 24' - 8 1/2" 14' - 6" 11' - 7" 15' - 0" 23' - 8 1/2" 15' - 0" 8' - 6 1/2" 25' - 10" 12' - 0" 10' - 0"3' - 0"14' - 4"29' - 8"14' - 4"3' - 0"# 308C.22 / 2# 309B.21 / 1# 301D.13 / 2# 306B.11 / 1# 307C.32 / 2# 305C.12 / 2# 304B.11 / 1# 311B.11 / 1# 312C.12 / 2A-1A-1A-1A-13-02A-1A-1A-1A-13-01A-1A-1# 313D.13 / 21A4.20-EF.E.F.E.A-2A-2A-2AADDADDCBAADADACDKAAHKDHDCBC396' - 9 1/4"1.THIS DRAWING IS INTENDED TO REFERENCE OR SHOW CERTAIN SITEFEATURES WHERE APPLICABLE REFER TO CIVIL AND LANDSCAPEDRAWINGS FOR INFORMATION NOT SHOWN HERE. SEE SHEET A1.00FOR SITE PLAN INFORMATIONS.2.THIS DRAWING IS INTENDED TO SHOW BUILDING SHELL ONLY. SEEENLARGED UNIT AND COMMON AREA PLANS FOR ADDITIONALINFORMATION.3.GRID PATTERNS WHERE SHOWN INDICATE LOCATION OF SCORELINES, EXPANSION JOINTS, OR CONTRACTION JOINTS IN TOPPING SLABSAND SLABS ON GRADE. ALIGN THESE JOINTS WITH OPEN JOINTS IN UNITPAVERS ON PEDESTALS WHERE THE TWO MEET. SEE LANDSCAPEDRAWINGS FOR ADDITIONAL INFORMATION.4.PROVIDE FIRE DEPARTMENT CONNECTIONS (FDC) AS REQUIRED BYLOCAL FIRE DEPARTMENT. FDC'S SHALL BE READILY VISIBLE ANDACCESSIBLE ON A STREET FRONTAGE OR WHERE OTHERWISEAPPROVED AND LOCATED AT LEAST 10 FEET AWAY FROM BUILDINGEXITS.5.PROVIDE RECESSED WALL HYDRANTS AT PERIMETER OF BUILDINGWHERE REQUIRED BY LOCAL FIRE DEPARTMENT.6.PROVIDE MINIMUM 1-FOOTCANDLE EMERGENCY ILLUMINATION ATINTERIOR LOBBIES AND CORRIDORS, RESIDENTIAL AND ENTRYCOURTYARDS TO PUBLIC WAY. LIGHTING FIXTURES SHOWN TOILLUSTRATE GENERAL LIGHTING INTENT ONLY ADEQUATE ILLUMINATIONLEVELS IS THE RESPONSIBILITY OF THE ELECTRICAL DESIGN-BUILDCONTRACTOR.7.EXIT SIGNS ARE MINIMUM REQUIRED. CONTRACTOR TO PROVIDEADDITIONAL EXIT SIGNS AS REQUIRED BY AHJ.8.PROVIDE BOLLARDS AND/OR OTHER IMPACT PROTECTION MEASURESAT MECHANICAL/ELECTRICAL EQUIPMENT WHERE EXPOSED TO MOVINGTRAFFIC. SEE DETAIL 4/A8.011. PROVIDE PENETRATION WRAP, FLASHING AT WINDOWS ANDSLIDERS PER B.E. DRAWINGS.2. PROVIDE PENETRATION WRAP & FLASHING AT SWING DOORSPER B.E. DRAWINGS3. PROVIDE FLASHING SEQUENCE AT KNIFE PLATES FORCANOPIES OR RAILINGS THAT REQUIRE A 2-PIECE FLASHINGPER B.E. DRAWINGS.4. SEE B.E. DRAWINGS FOR TARGET FLASHING FOR MOUNTINGFLAT PLATES TO EXTERIOR WALLS.5. SEE B.E. DRAWINGS FOR FLASHING TERMINATION/KERF ATCONC WALLS (WITHOUT A CAST REVEAL).6. SEE B.E. DRAWINGS FOR TYPICAL SEALANT JOINT & BACKERROD.7. INSTALL FLASHING LAP JOINTS PER B.E. DRAWINGS.8. PROVIDE FLASHING @ PIPE PENETRATIONS PER B.E.DRAWINGS.9. PROVIDE A 2-PIECE FLASHING COLLAR AT PENETRATIONSTHAT WILL NOT ACCEPT A 1-PIECE OR QUICKFLASH COLLAR -SUCH AS GAS METER PIPING PER B.E. DRAWINGS.© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:15 PMEAST BUILDING -LEVEL 3 FLOORPLANA2.33-E1545BJPLVO / WEL/ AMM12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"EAST BUILDING - LEVEL 3 FLOOR PLANLEVEL 3 AREA SUMMARYFLOOR PLAN GENERAL NOTESBUILDING ENVELOPE NOTESKEYNOTESNAME AREARESIDENTIAL 11111 SF NON-RATED ASSEMBLY1 HOUR RATED ASSEMBLY2 HOUR RATED ASSEMBLY3 HOUR RATED ASSEMBLYPLAN LEGENDWALL ASSEMBLY TAGSEE SHEET A9.013A4.20-E12A4.20-E2910N65LKJIHH.6N.5OH.3I.5J.3J.6K.5MSTAIR E2EASTELEVATORCORRIDORSTAIR E14387H.1J.8J.22' - 6" 12' - 1" 14' - 6 1/2" 12' - 3 3/4" 12' - 4 3/4" 14' - 6" 8' - 6" 3' - 1" 15' - 0" 8' - 9 1/4" 2' - 10 1/4" 12' - 6 1/2" 14' - 6 1/2" 8' - 6 1/2" 25' - 10" 12' - 0" 10' - 0"190' - 0"2' - 0"4' - 0"6' - 5 1/2"17' - 2 1/2"5' - 0"10' - 2"13' - 6"4' - 0"2' - 0"2' - 6" 12' - 1" 14' - 6 1/2" 24' - 8 1/2" 14' - 6 1/2" 11' - 6 1/2" 15' - 0" 23' - 8 1/2" 15' - 0" 8' - 6 1/2" 25' - 10" 12' - 0" 10' - 0"64' - 4"3' - 0"14' - 4"29' - 8"14' - 4"3' - 0"190' - 0"9' - 3 1/2" 19' - 6" 26' - 4 1/2" 13' - 1 1/2" 8' - 6 1/2" 12' - 6 1/2" 26' - 2" 15' - 0" 11' - 7 1/2" 25' - 10" 12' - 0" 10' - 0"64' - 4"2' - 0"3' - 6"17' - 6 3/4"12' - 1"12' - 6 1/16"12' - 8 3/16"4' - 0"# 413D.13 / 2# 406C.22 / 2# 407B.21 / 1# 401D.13 / 2# 404B.11 / 1# 405C.32 / 2# 311C.12 / 2# 402B.1a1 / 1# 411B.11 / 1# 412C.12 / 2A-1A-1A-2A-1A-14-02A-1A-1A-1A-14-01A-2A-1A-11A4.20-EF.E.F.E.A-2A-2AADDADDCBAADADACDKAAHKDHDCBCB406' - 3 1/4"1.THIS DRAWING IS INTENDED TO REFERENCE OR SHOW CERTAIN SITEFEATURES WHERE APPLICABLE REFER TO CIVIL AND LANDSCAPEDRAWINGS FOR INFORMATION NOT SHOWN HERE. SEE SHEET A1.00FOR SITE PLAN INFORMATIONS.2.THIS DRAWING IS INTENDED TO SHOW BUILDING SHELL ONLY. SEEENLARGED UNIT AND COMMON AREA PLANS FOR ADDITIONALINFORMATION.3.GRID PATTERNS WHERE SHOWN INDICATE LOCATION OF SCORELINES, EXPANSION JOINTS, OR CONTRACTION JOINTS IN TOPPING SLABSAND SLABS ON GRADE. ALIGN THESE JOINTS WITH OPEN JOINTS IN UNITPAVERS ON PEDESTALS WHERE THE TWO MEET. SEE LANDSCAPEDRAWINGS FOR ADDITIONAL INFORMATION.4.PROVIDE FIRE DEPARTMENT CONNECTIONS (FDC) AS REQUIRED BYLOCAL FIRE DEPARTMENT. FDC'S SHALL BE READILY VISIBLE ANDACCESSIBLE ON A STREET FRONTAGE OR WHERE OTHERWISEAPPROVED AND LOCATED AT LEAST 10 FEET AWAY FROM BUILDINGEXITS.5.PROVIDE RECESSED WALL HYDRANTS AT PERIMETER OF BUILDINGWHERE REQUIRED BY LOCAL FIRE DEPARTMENT.6.PROVIDE MINIMUM 1-FOOTCANDLE EMERGENCY ILLUMINATION ATINTERIOR LOBBIES AND CORRIDORS, RESIDENTIAL AND ENTRYCOURTYARDS TO PUBLIC WAY. LIGHTING FIXTURES SHOWN TOILLUSTRATE GENERAL LIGHTING INTENT ONLY ADEQUATE ILLUMINATIONLEVELS IS THE RESPONSIBILITY OF THE ELECTRICAL DESIGN-BUILDCONTRACTOR.7.EXIT SIGNS ARE MINIMUM REQUIRED. CONTRACTOR TO PROVIDEADDITIONAL EXIT SIGNS AS REQUIRED BY AHJ.8.PROVIDE BOLLARDS AND/OR OTHER IMPACT PROTECTION MEASURESAT MECHANICAL/ELECTRICAL EQUIPMENT WHERE EXPOSED TO MOVINGTRAFFIC. SEE DETAIL 4/A8.011. PROVIDE PENETRATION WRAP, FLASHING AT WINDOWS ANDSLIDERS PER B.E. DRAWINGS.2. PROVIDE PENETRATION WRAP & FLASHING AT SWING DOORSPER B.E. DRAWINGS3. PROVIDE FLASHING SEQUENCE AT KNIFE PLATES FORCANOPIES OR RAILINGS THAT REQUIRE A 2-PIECE FLASHINGPER B.E. DRAWINGS.4. SEE B.E. DRAWINGS FOR TARGET FLASHING FOR MOUNTINGFLAT PLATES TO EXTERIOR WALLS.5. SEE B.E. DRAWINGS FOR FLASHING TERMINATION/KERF ATCONC WALLS (WITHOUT A CAST REVEAL).6. SEE B.E. DRAWINGS FOR TYPICAL SEALANT JOINT & BACKERROD.7. INSTALL FLASHING LAP JOINTS PER B.E. DRAWINGS.8. PROVIDE FLASHING @ PIPE PENETRATIONS PER B.E.DRAWINGS.9. PROVIDE A 2-PIECE FLASHING COLLAR AT PENETRATIONSTHAT WILL NOT ACCEPT A 1-PIECE OR QUICKFLASH COLLAR -SUCH AS GAS METER PIPING PER B.E. DRAWINGS.© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:19 PMEAST BUILDING -LEVEL 4 FLOORPLANA2.34-E1545BJPLVO / WEL/ AMM12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"EAST BUILDING - LEVEL 4 FLOOR PLANLEVEL 4 AREA SUMMARYFLOOR PLAN GENERAL NOTESBUILDING ENVELOPE NOTESKEYNOTESNAME AREARESIDENTIAL 11111 SF NON-RATED ASSEMBLY1 HOUR RATED ASSEMBLY2 HOUR RATED ASSEMBLY3 HOUR RATED ASSEMBLYPLAN LEGENDWALL ASSEMBLY TAGSEE SHEET A9.013A4.20-E12A4.20-E2910N65LKJIHH.6N.5OH.3I.5J.3J.6K.5MSTAIR E2EASTELEVATORCORRIDORSTAIR E14387H.1J.8J.2A-12' - 6" 12' - 1" 14' - 6 1/2" 12' - 3 3/4" 12' - 4 3/4" 14' - 6" 8' - 6" 3' - 1" 15' - 0" 8' - 9 1/4" 2' - 10 1/4" 12' - 6 1/2" 14' - 6 1/2" 8' - 6 1/2" 25' - 10" 12' - 0" 10' - 0"2' - 0"4' - 0"6' - 5 1/2"17' - 2 1/2"5' - 0"10' - 2"13' - 6"4' - 0"2' - 0"190' - 0"64' - 4"190' - 0"64' - 4"9' - 3 1/2" 19' - 6" 26' - 4 1/2" 13' - 1 1/2" 8' - 6 1/2" 12' - 6 1/2" 26' - 2" 15' - 0" 11' - 7 1/2" 25' - 10" 12' - 0" 10' - 0"2' - 6" 12' - 1" 14' - 6 1/2" 24' - 8 1/2" 14' - 6" 11' - 7" 15' - 0" 38' - 8 1/2" 8' - 6 1/2" 25' - 10" 12' - 0" 10' - 0"3' - 0"14' - 4"29' - 8"14' - 4"3' - 0"2' - 0"3' - 6"17' - 6 3/4"12' - 1"12' - 6 1/16"12' - 8 3/16"4' - 0"# 413D.13 / 2# 408B.21 / 1# 401D.13 / 2# 314B.11 / 1# 406C.32 / 2# 315C.12 / 2# 403B.11 / 1# 411B.11 / 1# 412C.12 / 2A-2A-1A-1A-1A-15-02A-1A-1A-15-01A-1A-1A-2F.E.F.E.A-2A-2# 407C.22 / 2AADDADDCBAADADACDKAAHKDHDCBCB415' - 9 1/4"1.THIS DRAWING IS INTENDED TO REFERENCE OR SHOW CERTAIN SITEFEATURES WHERE APPLICABLE REFER TO CIVIL AND LANDSCAPEDRAWINGS FOR INFORMATION NOT SHOWN HERE. SEE SHEET A1.00FOR SITE PLAN INFORMATIONS.2.THIS DRAWING IS INTENDED TO SHOW BUILDING SHELL ONLY. SEEENLARGED UNIT AND COMMON AREA PLANS FOR ADDITIONALINFORMATION.3.GRID PATTERNS WHERE SHOWN INDICATE LOCATION OF SCORELINES, EXPANSION JOINTS, OR CONTRACTION JOINTS IN TOPPING SLABSAND SLABS ON GRADE. ALIGN THESE JOINTS WITH OPEN JOINTS IN UNITPAVERS ON PEDESTALS WHERE THE TWO MEET. SEE LANDSCAPEDRAWINGS FOR ADDITIONAL INFORMATION.4.PROVIDE FIRE DEPARTMENT CONNECTIONS (FDC) AS REQUIRED BYLOCAL FIRE DEPARTMENT. FDC'S SHALL BE READILY VISIBLE ANDACCESSIBLE ON A STREET FRONTAGE OR WHERE OTHERWISEAPPROVED AND LOCATED AT LEAST 10 FEET AWAY FROM BUILDINGEXITS.5.PROVIDE RECESSED WALL HYDRANTS AT PERIMETER OF BUILDINGWHERE REQUIRED BY LOCAL FIRE DEPARTMENT.6.PROVIDE MINIMUM 1-FOOTCANDLE EMERGENCY ILLUMINATION ATINTERIOR LOBBIES AND CORRIDORS, RESIDENTIAL AND ENTRYCOURTYARDS TO PUBLIC WAY. LIGHTING FIXTURES SHOWN TOILLUSTRATE GENERAL LIGHTING INTENT ONLY ADEQUATE ILLUMINATIONLEVELS IS THE RESPONSIBILITY OF THE ELECTRICAL DESIGN-BUILDCONTRACTOR.7.EXIT SIGNS ARE MINIMUM REQUIRED. CONTRACTOR TO PROVIDEADDITIONAL EXIT SIGNS AS REQUIRED BY AHJ.8.PROVIDE BOLLARDS AND/OR OTHER IMPACT PROTECTION MEASURESAT MECHANICAL/ELECTRICAL EQUIPMENT WHERE EXPOSED TO MOVINGTRAFFIC. SEE DETAIL 4/A8.011. PROVIDE PENETRATION WRAP, FLASHING AT WINDOWS ANDSLIDERS PER B.E. DRAWINGS.2. PROVIDE PENETRATION WRAP & FLASHING AT SWING DOORSPER B.E. DRAWINGS3. PROVIDE FLASHING SEQUENCE AT KNIFE PLATES FORCANOPIES OR RAILINGS THAT REQUIRE A 2-PIECE FLASHINGPER B.E. DRAWINGS.4. SEE B.E. DRAWINGS FOR TARGET FLASHING FOR MOUNTINGFLAT PLATES TO EXTERIOR WALLS.5. SEE B.E. DRAWINGS FOR FLASHING TERMINATION/KERF ATCONC WALLS (WITHOUT A CAST REVEAL).6. SEE B.E. DRAWINGS FOR TYPICAL SEALANT JOINT & BACKERROD.7. INSTALL FLASHING LAP JOINTS PER B.E. DRAWINGS.8. PROVIDE FLASHING @ PIPE PENETRATIONS PER B.E.DRAWINGS.9. PROVIDE A 2-PIECE FLASHING COLLAR AT PENETRATIONSTHAT WILL NOT ACCEPT A 1-PIECE OR QUICKFLASH COLLAR -SUCH AS GAS METER PIPING PER B.E. DRAWINGS.© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:21 PMEAST BUILDING -LEVEL 5 FLOORPLANA2.35-E1545BJPLVO / WEL/ AMM12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"EAST BUILDING - LEVEL 5 FLOOR PLANLEVEL 5 AREA SUMMARYFLOOR PLAN GENERAL NOTESBUILDING ENVELOPE NOTESKEYNOTESNAME AREARESIDENTIAL 11111 SF11111 SF 3A4.20-E112A4.20-E22991010NN6655LLKKJJIIHHH.6H.6N.5N.5OOH.3I.5J.3J.6K.5K.5M44338877H.1H.1J.8J.8J.2ELEVATOR PENTHOUSE2.00:122.00:122.00:122.00:122.00:122.00:121A4.20-E2' - 6" 12' - 1" 14' - 6 1/2" 12' - 3 3/4" 12' - 4 3/4" 14' - 6" 8' - 6" 3' - 1" 15' - 0" 8' - 9 1/4" 2' - 10 1/4" 12' - 6 1/2" 14' - 6 1/2" 8' - 6 1/2" 25' - 10" 12' - 0" 10' - 0"190' - 0"2' - 0"4' - 0"6' - 5 1/2"17' - 2 1/2"5' - 0"10' - 2"13' - 6"4' - 0"2' - 0"64' - 4"26' - 1 1/2" 29' - 8 1/2" 22' - 1" 19' - 0" 20' - 2" 18' - 6 1/2" 4' - 6 1/2" 29' - 10" 20' - 0"ROOF PLAN NOTES1.PROVIDE 1 INCH MINIMUM AIR GAP BETWEEN TOP OF INSULATION AND UNDERSIDE OFROOF SHEATHING.2.INSTALL A VAPOR RETARDER, WITH A TRANSMISSION RATE NOT TO EXCEED 1 PERM, ATTHE WARM SIDE OF THE ATTIC INSULATION.ROOF VENTILATION CALCULATIONSNET FREE VENTING =1/300 OF VENTED SPACE(SBC 1203.2)REQUIREMENTSLOCATION ANDROOF AREAREQ'DVENTILATION (SQ IN)PRIMARY VENTILATION METHODFLAT ROOF OF WESTMASSING = 3348 SF1/300 * 3348 = 11.16 SF=1607.04 SQ INPARAPET AT PERIMETER THROUGH1.5 DIA HOLES AT 4" OC= 5.31 SQ IN PER LFPARAPET VENTILATIONPROPOSED (SQ IN)246.5 LF OF PARAPET5.31 * 246.5 = 1308.92 SQ INBUTTERFLY ROOF= 1560 SFROOF JACK VENTILATIONPROPOSED (SQ IN)1607.04 - 1308.92= 298.12 SQ INNET FREE VENTING =1/300 OF VENTED SPACE(SBC 1203.2)1/300 * 1560 = 5.2 SF =748.8 SQ INCONTINUOUS STRIP VENT AT SOFFITTHROUGH 1.5 DIA HOLES AT 4" OC= 5.31 SQ IN PER LFSOFFIT VENTILATIONPROPOSED (SQ IN)NONENONE106.5 LF OF STRIP VENT5.31 * 106.5 = 565.5 SQ IN748.8 - 565.5 =183.29 SQ INBUILDING ENVELOPE NOTES - ROOF1. SEE 1/BE06.00 FOR PARAPET TO ROOFING TRANSITION2. SEE 2/BE06.00 FOR PIPE FLASHING3. SEE 3/BE06.00 FOR PIPE BOOT4. SEE 4/BE06.00 FOR ROOF DRAIN5. SEE 6/BE06.00 FOR CURB AT ROOF HATCH6. SEE 7/BE06.00 FOR ROOF TO WALL FLASHING7. SEE 8/BE06.00 FOR ROOF DRAIN LAYOUT15. SEE 18/BE06.00 FOR FLASHING BOOTS16. SEE 1/BE06.01 FOR SCUPPER SECTION17. SEE 2/BE06.01 FOR SCUPPER ISOMETRIC18. SEE 3/BE06.01 FOR COLLECTOR BOX ISOMETRIC19. SEE 4/BE06.01 FOR SCUPPER COLLAR ISOMETRIC20. SEE 6/BE06.01 FOR ROOF AT BUTTERFLY8. SEE 9/BE06.00 FOR TYPICAL EAVE FLASHING9. SEE 10/BE06.00 FOR RAKE OVERHANG10. SEE 11/BE06.00 FOR RIDGE FLASHING11. SEE 12/BE-6.00 FOR EXHAUST VENT FLASHING12. SEE 14/BE06.00 FOR TPO BASE FLASHING - OUTSIDE CORNER13. SEE 15/BE06.00 FOR TOP BASE FLASHING - INSIDE CORNER14. SEE 16/BE06.00 FOR ROOF DRAIN INSULATION© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:22 PMEAST BUILDING -ROOF PLANA2.36-E1545BJPLVO / WEL/ AMM12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"EAST ROOF PLAN RCP LEGEND:WALL SCONCEEXIT SIGNEMERGENCY WALL LIGHTEXITLINEAR FLOURESCENTSOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREWALL SCONCE AT VANITYPENDANT FIXTUREFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA/CABLE/TELE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORWHFSDPxSxWx$EPELECTRICAL PANELELECTRICAL OUTLET$3RXSTEP LIGHTDCT12910N65LKJIHH.6N.5OH.3I.5J.3J.6K.5M4387H.1J.8J.2BIKE STORAGEWATER SPRINKLERSTAIR E1ELEVATORVESTIBULELEASING8' - 0" AFF8' - 0" AFF8' - 0" AFF8' - 0" AFFFITNESS© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:24 PMEAST BUILDING -LIGHTING & RCPPLAN - LEVEL 1A2.41-E1545CheckerLVO / AMM12/29/15BUILDING PERMITKEYNOTES:SCALE: 1/8" = 1'-0"EAST BUILDING - LEVEL 1 12910N65LKJIHH.6N.5OH.3I.5J.3J.6K.5M4387H.1J.8J.2B.1C.1 B.1STAIR E2D.1D.1C.1aB.1STAIR E1EASTELEVATORCORRIDORB.2C.2VESTIBULEB.1RCP LEGEND:WALL SCONCEEXIT SIGNEMERGENCY WALL LIGHTEXITLINEAR FLOURESCENTSOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREWALL SCONCE AT VANITYPENDANT FIXTUREFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA/CABLE/TELE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORWHFSDPxSxWx$EPELECTRICAL PANELELECTRICAL OUTLET$3RXSTEP LIGHTDCT© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:26 PMEAST BUILDING -LIGHTING & RCPPLAN - LEVEL 2A2.42-E1545CheckerLVO / AMM12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"EAST BUILDING - LEVEL 2KEYNOTES: 12910N65LKJIHH.6N.5OH.3I.5J.3J.6K.5M4387H.1J.8J.2B.1C.1 B.1D.1D.1C.1B.1B.2C.2C.3CORRIDORRCP LEGEND:WALL SCONCEEXIT SIGNEMERGENCY WALL LIGHTEXITLINEAR FLOURESCENTSOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREWALL SCONCE AT VANITYPENDANT FIXTUREFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA/CABLE/TELE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORWHFSDPxSxWx$EPELECTRICAL PANELELECTRICAL OUTLET$3RXSTEP LIGHTDCT© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:28 PMEAST BUILDING -LIGHTING & RCPPLAN - LEVEL 3A2.43-E1545CheckerLVO / AMM12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"EAST BUILDING - LEVEL 3KEYNOTES: 12910N65LKJIHH.6N.5OH.3I.5J.3J.6K.5M4387H.1J.8J.2B.1C.1 B.1aD.1D.1C.1B.1B.2C.2C.3CORRIDORRCP LEGEND:WALL SCONCEEXIT SIGNEMERGENCY WALL LIGHTEXITLINEAR FLOURESCENTSOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREWALL SCONCE AT VANITYPENDANT FIXTUREFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA/CABLE/TELE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORWHFSDPxSxWx$EPELECTRICAL PANELELECTRICAL OUTLET$3RXSTEP LIGHTDCT© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:30 PMEAST BUILDING -LIGHTING & RCPPLAN - LEVEL 4A2.44-E1545CheckerLVO / AMM12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"EAST BUILDING - LEVEL 4KEYNOTES: 12910N65LKJIHH.6N.5OH.3I.5J.3J.6K.5M4387H.1J.8J.2B.1C.1 B.1D.1D.1C.1B.1B.2C.2C.3CORRIDORRCP LEGEND:WALL SCONCEEXIT SIGNEMERGENCY WALL LIGHTEXITLINEAR FLOURESCENTSOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREWALL SCONCE AT VANITYPENDANT FIXTUREFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA/CABLE/TELE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORWHFSDPxSxWx$EPELECTRICAL PANELELECTRICAL OUTLET$3RXSTEP LIGHTDCT© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:32 PMEAST BUILDING -LIGHTING & RCPPLAN - LEVEL 5A2.451545CheckerAuthor12/16/15BUILDING PERMITSCALE: 1/8" = 1'-0"EAST BUILDING - LEVEL 5KEYNOTES: RCP LEGEND:WALL SCONCEEXIT SIGNEMERGENCY WALL LIGHTEXITLINEAR FLOURESCENTSOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREWALL SCONCE AT VANITYPENDANT FIXTUREFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA/CABLE/TELE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORWHFSDPxSxWx$EPELECTRICAL PANELELECTRICAL OUTLET$3RXSTEP LIGHTDCTMATCHLINEMATCHLINE8' - 0" AFF8' - 0" AFF8' - 0" AFF1291065HH.6H.34387H.1LEASINGFITNESSVESTIBULEEASTENTRYLOBBYTENANT STORAGE1-011-011-011-01187187W.211 HRW.211 HRW.211 HRW.211 HREW.11 HRW.211 HRW.211 HRS31CT-7?MATCHLINEMATCHLINERESTROOM© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:33 PMENLARGEDCOMMON AREAPLANS & ELEVS.A2.51-E1545BJPLVO / WEL12/29/15BUILDING PERMITSCALE: 1/4" = 1'-0"A2.51-EEAST BUILDING - LEVEL 1 LOBBY & AMENITIES - RCP2KEYNOTESSCALE: 1/4" = 1'-0"A2.51-EEAST BUILDING - LEVEL 1 - LOBBY & AMENITIES1 FDRCP LEGEND:WALL SCONCEEXIT SIGNEMERGENCY WALL LIGHTEXITLINEAR FLOURESCENTSOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREWALL SCONCE AT VANITYPENDANT FIXTUREFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA/CABLE/TELE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORWHFSDPxSxWx$EPELECTRICAL PANELELECTRICAL OUTLET$3RXSTEP LIGHTDCT1291065JII.54387J.2MATCHLINEMATCHLINETENANT STORAGEELEVATORSTAIR E1BIKE STORAGEW.211 HRW.221 HRW.44NRW.211 HRW.211 HRW.221 HRW. 23NR-FRTWW.15NREW.011 HRW.211 HRW.211 HRW.211 HR1-011-01190BK-2BK-1CONC-1CONC-1CT-1MATCHLINEMATCHLINE8' - 0" AFF8' - 0" AFF© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:36 PMENLARGEDCOMMON AREAPLANS & ELEVS.A2.52-E1545BJPLVO / WEL12/29/15BUILDING PERMITKEYNOTESSCALE: 1/4" = 1'-0"A2.52-EEAST BUILDING - LEVEL 1 - AMENITIES1SCALE: 1/4" = 1'-0"A2.52-EEAST BUILDING - LEVEL 1 AMENITIES - RCP2 GRIDGRIDBEDROOMLIVINGKITCHENLAUNDRYBATHCLOSETDECKGRIDGRIDGRIDGRIDGRIDGRIDA-1REF29.5" WDW24" WR&S (TYP.)LO & HI R&SLIN12"HW20" WW/D27" WGRID1' - 11 1/2"B-1B-1B-1B-12' - 6 1/2"6' - 3"6' - 7 1/2"9' - 5"11' - 6 1/8"7' - 6 1/8"2' - 9 3/8"W.26NRW.24NRW.24NRB.2W.15NRW.26NRCP-2CW-41' - 10"1' - 10"1' - 10"1' - 10"5' - 0 1/8"CLR1' - 6" 2' - 5 1/16" 1' - 10"R&S (TYP.)WHFSDCOSDBEDROOMLIVINGKITCHENBATHLAUNDRYGRIDGRIDCLOSETCLOSETDECKGRIDGRIDGRIDGRIDB-18' - 10"6' - 4"10' - 8 1/4"3' - 10 1/2"2' - 9 3/8"C-2B-1B-1B-1A-1REF29.5" WDW24" WR&S (TYP.)LIN12"LO & HI R&SHW20" W8' - 1 1/8"B-1R&S (TYP.)CLR1' - 6"CLR1' - 6 3/4"1' - 7"W/D27" WW.26NRW.24NRW.26NRW.25NRW.44NR1' - 10"1' - 10"1' - 10"6 1/8" 1' - 3 3/8" 5' - 4 7/8"8' - 2 1/8"R.O.5' - 0 1/8"1' - 10"1' - 11"GRIDW.26NRCP-3CW.8W.43NRW.25NRWHFSDCOSDGWB CEILING(INSULATION ABOVE WHERE REQ'D)SOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREPENDANT FIXTUREWALL SCONCE AT VANITYFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA / CABLE / TELEPHONE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORCARBON DETECTORELECTRICAL PANELELECTRICAL OUTLETUNIT PLAN LEGENDWHFPxSxWx$EP$3RXDCTSDCO© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:39 PMENLARGED UNIT& SOFFIT /SOFFIT PLANSA2.611545BJPLVO / WEL/ AMM12/29/15BUILDING PERMITSCALE: 1/4" = 1'-0"A2.61UNIT B.11SCALE: 1/4" = 1'-0"A2.61UNIT B.1 - VENTING/SOFFIT PLAN2SCALE: 1/4" = 1'-0"A2.61UNIT B.23SCALE: 1/4" = 1'-0"A2.61UNIT B.2 - VENTING/SOFFIT PLAN4LEVELUNITNUMBEREAST - LEVEL 4 407WEST - LEVEL 4 408EAST - LEVEL 5 408WEST - LEVEL 5 508Grand total: 8LEVELUNITNUMBEREAST - LEVEL 2 210WEST - LEVEL 3 308EAST - LEVEL 3 309WEST - LEVEL 2 317KEYNOTESLEVELUNITNUMBERWEST - LEVEL 5 504WEST - LEVEL 5 505Grand total: 17LEVELUNITNUMBEREAST - LEVEL 5 401WEST - LEVEL 4 404WEST - LEVEL 4 405EAST - LEVEL 4 413EAST - LEVEL 5 413LEVELUNITNUMBEREAST - LEVEL 3 301WEST - LEVEL 3 304WEST - LEVEL 3 305EAST - LEVEL 3 313EAST - LEVEL 4 401LEVELUNITNUMBERWEST - LEVEL 1 103EAST - LEVEL 2 201WEST - LEVEL 2 204WEST - LEVEL 2 205EAST - LEVEL 2 213 GWB CEILING(INSULATION ABOVE WHERE REQ'D)SOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREPENDANT FIXTUREWALL SCONCE AT VANITYFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA / CABLE / TELEPHONE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORCARBON DETECTORELECTRICAL PANELELECTRICAL OUTLETUNIT PLAN LEGENDWHFPxSxWx$EP$3RXDCTSDCO5GRIDBEDROOMWICBATHLAUNDRYKITCHENLIVINGBEDROOMCLOSETBATHDECKGRIDGRIDGRIDGRID3GRIDGRIDGRIDGRIDGRIDB-1B-1B-1A-1B-1B-1B-1A-2C-2REF29.5" WDW24" WHW20" WW/D27" W5' - 6"7' - 0"2' - 6 1/2"6' - 3"6' - 7 1/2"CLR1' - 8"CLR2' - 2 11/16" 1' - 10"7' - 3 11/16"1' - 10"CLR2' - 2 11/16"CLR1' - 8"LO & HI R&SR&S (TYP.)R&S (TYP.)7' - 1 3/4"LIN12"LIN12"B.2B.28' - 8 3/4"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"W.26NRW.24NRW.46NRW.24NRW.26NRNRR.O.5' - 0 1/8"R.O.5' - 0 1/8"9' - 8 1/16"1' - 10"1' - 11 1/2"CP-1CW-4W.15NRWHFWHFSDCOSDSD9106IHH.6H.3BATHBATHBEDROOMCLOSETLIVINGKITCHENBEDROOMWICCLOSETLAUNDRYCLOSET87H.1B-1B-1B-1B-1A-1B-1C-4B-1REF29.5" WHW20" WW/D27" WR&S (TYP.)R&S (TYP.)R&S (TYP.)1' - 7"CLR1' - 6"CLR1' - 5 7/8"CLR1' - 6 11/16"CLR1' - 6" 1' - 7"2' - 0" 5' - 11" 10' - 6 1/4"6' - 3 1/2"6' - 2 5/8"LIN12"LIN12"B-1B-12' - 5 1/4"C-4DW24" WR.O.5' - 0 1/8"R.O.5' - 0 1/8"W.26NRW.24NRW.26NRW.24NRW.41NRW.24NR7' - 7 1/2"10' - 7 3/16"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"CW-48' - 10"40" MIN CLEAR3' - 7 3/16"1' - 11"R&S (TYP.)LO & HIGH R&SR&S (TYP.)WHFWHFSDCOSDSD© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:43 PMENLARGED UNIT& SOFFIT /SOFFIT PLANSA2.621545BJPLVO / WEL/ AMM12/29/15BUILDING PERMITSCALE: 1/4" = 1'-0"A2.62UNIT C.11LEVELUNITNUMBERWEST - LEVEL 5 503WEST - LEVEL 5 509WEST - LEVEL 5 510Grand total: 18LEVELUNITNUMBERWEST - LEVEL 4 403WEST - LEVEL 4 409WEST - LEVEL 4 410EAST - LEVEL 4 412EAST - LEVEL 5 412LEVELUNITNUMBERWEST - LEVEL 3 309WEST - LEVEL 3 310EAST - LEVEL 4 311EAST - LEVEL 3 312EAST - LEVEL 5 315LEVELUNITNUMBERWEST - LEVEL 2 203EAST - LEVEL 2 205WEST - LEVEL 2 209WEST - LEVEL 3 303EAST - LEVEL 3 305LEVELUNITNUMBEREAST - LEVEL 2 209EAST - LEVEL 3 308EAST - LEVEL 4 406EAST - LEVEL 5 407Grand total: 4SCALE: 1/4" = 1'-0"A2.62UNIT C.1 - VENTING/SOFFIT PLAN3SCALE: 1/4" = 1'-0"A2.62UNIT C.22SCALE: 1/4" = 1'-0"A2.62UNIT C.2 - VENTING/SOFFIT PLAN4KEYNOTES GWB CEILING(INSULATION ABOVE WHERE REQ'D)SOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREPENDANT FIXTUREWALL SCONCE AT VANITYFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA / CABLE / TELEPHONE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORCARBON DETECTORELECTRICAL PANELELECTRICAL OUTLETUNIT PLAN LEGENDWHFPxSxWx$EP$3RXDCTSDCOGRIDGRIDGRIDGRIDGRIDGRIDGRIDBEDROOMWICLAUNDRYKITCHENLIVINGCLOSETBATHBATHWICBEDROOMDECKGRIDGRIDGRIDREF29.5" WHW20" WW/D27" WLO & HIGH R&SLIN12"LIN12"R&S (TYP.)B-1B-1B-1A-1B-1B-1B-1B-1B-110' - 11"5' - 9 1/2"40" MIN CLR3' - 6 7/16"5' - 2 1/4"7' - 6 7/8"2' - 5 3/8" 6' - 3 1/2" 7' - 10 13/16"R&S (TYP.)8' - 10"C-5DW24" WW.26NRW.25NRW.25NRW.41NRW.25NRW.25NRR.O.5' - 0 1/8"R.O.5' - 0 1/8"1' - 10"1' - 10"1' - 10"1' - 11 1/2"1' - 10"1' - 10"1' - 10"1' - 10"DINING1' - 7"CLR2' - 6"CLR1' - 6"1' - 9 3/4"CLR1' - 6"CLR1' - 6"CP-1CW-9R&S (TYP.)LO & HIGH R&SWHFWHFSDCOSDSD1GRIDGRIDGRIDGRIDGRIDGRIDGRIDBEDROOMKITCHENLAUNDRYBATHBEDROOMLIVINGBEDROOMWICBATHCLOSETCLOSETCLOSETGRIDGRIDGRIDREF29.5" WHW20" WW/D27" WR&S (TYP.)R&S (TYP.)LIN12"LO & HI R&SR&S (TYP.)A-2A-1DW24" WR&S (TYP.)R&S (TYP.)1' - 10"6' - 7 5/16"5' - 3 3/16"5' - 4"7' - 0"12' - 5 1/2" 13' - 4 1/2"5' - 0 1/8" R.O.CLR1' - 6"2' - 3 1/16"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"B-1B-1B-1CT-5C-2B-1B-1B-1C-2C-55' - 0 1/8" R.O.B-1B.2CP-2CW-7EW.11 HRW.26NRW.24NRW.26NRW.26NRW.24NRW.26NRW.24NRW.221 HRW.41NRW.44NRW.24NRW.24NRW.24NRW.24NRW.24NRW.26NRW.26NRW.43NRW.24NR40" MIN CLEAR42 5/8"WHFWHFSDCOSDSDSD© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:46 PMENLARGED UNIT& SOFFIT /SOFFIT PLANSA2.631545BJPLVO / WEL/AMM12/29/15BUILDING PERMITSCALE: 1/4" = 1'-0"A2.63UNIT C.32LEVELUNITNUMBEREAST - LEVEL 3 307WEST - LEVEL 4 401EAST - LEVEL 4 405EAST - LEVEL 5 406WEST - LEVEL 5 501Grand total: 5SCALE: 1/4" = 1'-0"A2.63UNIT C.3 - VENTING/SOFFIT PLAN4SCALE: 1/4" = 1'-0"A2.63UNIT D.11SCALE: 1/4" = 1'-0"A2.63UNIT D.1 - VENTING/SOFFIT PLAN3LEVELUNITNUMBERWEST - LEVEL 5 504WEST - LEVEL 5 505Grand total: 17LEVELUNITNUMBEREAST - LEVEL 5 401WEST - LEVEL 4 404WEST - LEVEL 4 405EAST - LEVEL 4 413EAST - LEVEL 5 413LEVELUNITNUMBEREAST - LEVEL 3 301WEST - LEVEL 3 304WEST - LEVEL 3 305EAST - LEVEL 3 313EAST - LEVEL 4 401LEVELUNITNUMBERWEST - LEVEL 1 103EAST - LEVEL 2 201WEST - LEVEL 2 204WEST - LEVEL 2 205EAST - LEVEL 2 213DECKKEYNOTES GWB CEILING(INSULATION ABOVE WHERE REQ'D)SOFFITEXHAUST FANWHOLE HOUSE EXHAUST FANEXHAUST FAN JUNCTIONEXHAUST DUCTSURFACE MOUNTED FIXTUREPENDANT FIXTUREWALL SCONCE AT VANITYFLUORESCENT STRIP LIGHTRECESSED FIXTUREDATA / CABLE / TELEPHONE OUTLETSWITCH3-WAY SWITCHSMOKE DETECTORCARBON DETECTORELECTRICAL PANELELECTRICAL OUTLETUNIT PLAN LEGENDWHFPxSxWx$EP$3RXDCTSDCO125LIVINGKITCHENBEDROOMWICBATHLAUNDRYBATHBEDROOMCLOSETC.3CC.6C.8C.243B-1B-1B-1A-1B-1B-1B-1A-2B.2B.2REF29.5" WHW20" WW/D27" WLIN12"R&S (TYP.)LIN12"R&S (TYP.)LO & HI R&S5' - 4 5/8"6' - 5 1/8"2' - 4 3/4"9' - 5 1/8"6' - 7 5/16"CLR1' - 8"CLR2' - 1 5/8" 1' - 10"7' - 1"6' - 8 5/16"LIN12"8' - 10"2' - 4 15/16"C-4DW24" WW.26NRW.26NRW.24NRW.46NRW.26NRW.24NRR.O.5' - 0 1/8"R.O.5' - 0 1/8"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"DECK12' - 1"1' - 11 1/2"11' - 8 5/16" 9' - 1 5/16"CP-1CW-4CLR1' - 8 9/16"CLR2' - 6" 1' - 6"LO & HIGH R&S125KITCHENLAUNDRYBATHCLOSETBEDROOMLIVINGDECKFED.5C.843B-1B-1A-2B-1A-1B.2REF29.5" WHW20" WW/D27" WR&S (TYP.)LIN12"LO & HI R&SLIN12"CLR1' - 6"CLR3' - 8 5/16" 1' - 10"2' - 4 3/4"9' - 4 3/4"6' - 2 1/4"8' - 10 3/4"8' - 10"2' - 7 5/8"C-4DW24" WW.26NRW.26NRW.24NRW.15NRR.O.5' - 0 1/8"1' - 10"1' - 10"1' - 11"1' - 11"1' - 10"11' - 8 1/8"7' - 6 1/8"CW-4CP-2WHFSDCOSDWHFWHFSDCOSDSD© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:50 PMENLARGED UNIT& SOFFIT /SOFFIT PLANS -TYPE AA2.641545BJPLVO / WEL/AMM12/29/15BUILDING PERMITSCALE: 1/4" = 1'-0"A2.64UNIT C.1.a1SCALE: 1/4" = 1'-0"A2.64UNIT B.1a2SCALE: 1/4" = 1'-0"A2.64UNIT B.1a - VENTING/SOFFIT PLAN3SCALE: 1/4" = 1'-0"A2.64UNIT C.1.a - VENTING/SOFFIT PLAN4LEVELUNITNUMBERWEST - LEVEL 4 402EAST - LEVEL 4 402Grand total: 2LEVELUNITNUMBERWEST - LEVEL 1 102EAST - LEVEL 2 212Grand total: 2KEYNOTES 3A4.20-E2A4.011A4.01A3.011A3.10-E2A3.01212A4.20-E29A3.20-W1A3.10-E1A3.11-E2A3.11-E1A3.20-W2A3.21-W1A3.21-W23A4.10-W10N2A4.10-W65LKJIHH.6N.5OH.3I.5J.3J.6K.5MF.6FC.3BGAA.5CC.6ED.5F.3DC.8C.24387H.1J.8J.2SK.011© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:16:52 PMELEVATION /SECTION KEYPLANA3.001545BJPLVO / WEL12/29/15BUILDING PERMITSCALE: 1/16" = 1'-0"ELEVATION KEY PLAN 3A4.20-E2A4.20-E3A4.10-WN2A4.10-WLKJIHH.6N.5OH.3I.5J.3J.6K.5MF.6FC.3BGAA.5CC.6ED.5F.3DC.8C.2H.1J.8J.23A4.20-E2A4.20-E3A4.10-WN2A4.10-WLKJIHH.6N.5OH.3I.5J.3J.6K.5MF.6FC.3BGAA.5CC.6ED.5F.3DC.8C.2H.1J.8J.2A3.011A3.10-E2A3.012A3.20-W1A3.10-E1A3.11-E2A3.11-E1A3.20-W2A3.21-W1A3.21-W21© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:33:39 PMOVERALLPROJECTELEVATIONSA3.011545BJPLVO / WEL12/29/15BUILDING PERMITSCALE: 1/16" = 1'-0"A3.01OVERALL SITE - NORTH ELEVATION1SCALE: 1/16" = 1'-0"A3.01OVERALL SITE - SOUTH ELEVATION221SCALE: 3/64" = 1'-0"KEY PLAN OVERALL ELEVATION BUILDING ENVELOPE NOTES - ELEVATIONS1.SEE B.E. DRAWINGS FOR PRODUCT MATRIX, GENERAL NOTES, AND SCHEDULES.2.PROVIDE PENETRATION WRAP AND FLASHING AT WINDOWS PER B.E. DRAWINGS.3.PROVIDE PENETRATION WRAP AT SWING DOORS AND SLIDING PATIO DOORS PER B.E. DRAWINGS.4. PROVIDE FLASHING AND PENETRATION WRAP AT KNIFE PLATE PENETRATIONS PER B.E. DRAWINGS.5.PROVIDE A SOLDERED CAP FLASHING AT TARGETS FOR WALL MOUNTED ATTACHMENTS PER B.E. DRAWINGS.6. PROVIDE PENETRATION WRAP AND FLASHING AT UTILITY BOXES PER B.E. DRAWINGS.7. HANDRAILS AND SIM. ITEMS PER B.E. DRAWINGS.8. PROVIDE A 1-PC. FLASHING AROUND PIPE/CONDUIT/HOSE BIB PENETRATIONS PER B.E. DRAWINGS.PROVIDE 2-PC FLASHING AT LOCATIONS THAT WILL NOT ACCEPT A 1-PC PER B.E. DRAWINGS.9. PROVIDE FLASHING AT METERS, SWITCHGEARS, ETC. PER B.E. DRAWINGS.10. SEE B.E. DRAWINGS FOR FLUSH HOSE BIB AT CONCRETE.11. SEE B.E. DRAWINGS FOR A TYPICAL SEALANT JOINT.12. SEE B.E. DRAWINGS FOR A KERF CUT FLASHING TERMINATION AT CONCRETE.13. SEE B.E. DRAWINGS FOR TYPICAL FLASHING LAP JOINT AND WRB STRIP BEHIND FLASHING LEG.14. SEE B.E. DRAWINGS FOR TYPICAL METAL SIDING ASSEMBLY.15. SEE B.E. DRAWINGS FOR TYPICAL FIBER CEMENT SIDING ASSEMBLY.129EAST - LEVEL 5415' - 9"EAST - LEVEL 4406' - 3"EAST - LEVEL 3396' - 9"EAST - LEVEL 2387' - 3"EAST ROOF T.O.P424' - 2 3/8"1065EAST BLDG - AVG.GRADE387' - 1 3/32"4387EAST BLDG -HEIGHT LIMIT427' - 1 3/32"AAAAAAAACB-31A4.20-EHHHHHHHHCB-4CB-4CONC-1427' - 3"3A4.20-E2A4.20-EEAST - LEVEL 5415' - 9"EAST - LEVEL 4406' - 3"EAST - LEVEL 3396' - 9"EAST - LEVEL 2387' - 3"EAST ROOF T.O.P424' - 2 3/8"NEAST BLDG - AVG.GRADE387' - 1 3/32"LKJIHH.6N.5OH.3I.5J.3J.6EAST - LEVEL 1377' - 9"K.5MH.1J.8J.2EAST BLDG -HEIGHT LIMIT427' - 1 3/32"8' - 5 3/8"9' - 6"9' - 6"9' - 6"9' - 6"DDDDDDDAAAADDDDDDDDAAAAAAAADDDDDDDDKKKKCB-4CB-4CB-2CB-2CB-1CB-4CB-2S32DBR-1GECONC-1CB-3CONC-1JCB-3JS30CB-1CB-2DDDDCCCCBR-1MURAL/ARTWORKJJ40' - 0"429' - 2 1/2"433' - 1"431' - 10"CB-4CB-4CB-4CB-4CB-4CB-4CB-4CB-4CB-4CB-4© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:33:41 PMEAST BUILDINGELEVATIONSA3.10-E1545BJPLVO / WEL12/29/15BUILDING PERMIT1SCALE: 1/8" = 1'-0"A3.10-EEAST BLDG - EAST ELEVATION2SCALE: 1/8" = 1'-0"A3.10-EEAST BLDG - SOUTH ELEVATION1MARK EXTERIOR MATERIAL FINISH MANUFACTURER FINISH SPECIFICATION COMMENTSBR-1 BRICK THIN VENEER MUTUAL MATERIALS SLIMBRICK - EBONYCB-1 CEMENT BOARD PANELS SHERWIN WILLIAMS SW 6034 - ARRESTING AUBURN JOINT PATTERN PER ELEVATIONCB-2 CEMENT BOARD PANELS SHERWIN WILLIAMS SW 6442 - RHUMBA ORANGECB-3 CEMENT BOARD SIDING SHERWIN WILLIAMS SW 6252 - ICE CUBE 8" HORIZONTAL JOINT PATTERNCB-4 CEMENT BOARD PANELS SHERWIN WILLIAMS SW 6004 - MINKCN-1 ARCHITECTURAL CONCRETE - - SMOOTH FINISHCONC-1 ARCHITECTURAL CONCRETE - - SMOOTH FINISHWD-1 EXTERIOR WOOD COMPOSITECLADDINGPARKLEX WOODVENEER PANELPARKLEX FACADE 8MM, COPPER JOINT PATTERN PER ELEVATIONEXTERIOR MATERIALS SCHEDULE2KEYNOTES BUILDING ENVELOPE NOTES - ELEVATIONS1.SEE B.E. DRAWINGS FOR PRODUCT MATRIX, GENERAL NOTES, AND SCHEDULES.2.PROVIDE PENETRATION WRAP AND FLASHING AT WINDOWS PER B.E. DRAWINGS.3.PROVIDE PENETRATION WRAP AT SWING DOORS AND SLIDING PATIO DOORS PER B.E. DRAWINGS.4. PROVIDE FLASHING AND PENETRATION WRAP AT KNIFE PLATE PENETRATIONS PER B.E. DRAWINGS.5.PROVIDE A SOLDERED CAP FLASHING AT TARGETS FOR WALL MOUNTED ATTACHMENTS PER B.E. DRAWINGS.6. PROVIDE PENETRATION WRAP AND FLASHING AT UTILITY BOXES PER B.E. DRAWINGS.7. HANDRAILS AND SIM. ITEMS PER B.E. DRAWINGS.8. PROVIDE A 1-PC. FLASHING AROUND PIPE/CONDUIT/HOSE BIB PENETRATIONS PER B.E. DRAWINGS.PROVIDE 2-PC FLASHING AT LOCATIONS THAT WILL NOT ACCEPT A 1-PC PER B.E. DRAWINGS.9. PROVIDE FLASHING AT METERS, SWITCHGEARS, ETC. PER B.E. DRAWINGS.10. SEE B.E. DRAWINGS FOR FLUSH HOSE BIB AT CONCRETE.11. SEE B.E. DRAWINGS FOR A TYPICAL SEALANT JOINT.12. SEE B.E. DRAWINGS FOR A KERF CUT FLASHING TERMINATION AT CONCRETE.13. SEE B.E. DRAWINGS FOR TYPICAL FLASHING LAP JOINT AND WRB STRIP BEHIND FLASHING LEG.14. SEE B.E. DRAWINGS FOR TYPICAL METAL SIDING ASSEMBLY.15. SEE B.E. DRAWINGS FOR TYPICAL FIBER CEMENT SIDING ASSEMBLY.129EAST - LEVEL 5415' - 9"EAST - LEVEL 4406' - 3"EAST - LEVEL 3396' - 9"EAST - LEVEL 2387' - 3"EAST ROOF T.O.P424' - 2 3/8"1065EAST BLDG - AVG.GRADE387' - 1 3/32"EAST - LEVEL 1377' - 9"4387EAST BLDG -HEIGHT LIMIT427' - 1 3/32"BBBCCCBBBCCCCCB-3CB-4CB-3A-2A-2A-2S36S351A4.20-ECB-3CB-4CB-4BR-1BR-1427' - 3"3A4.20-E2A4.20-EEAST - LEVEL 5415' - 9"EAST - LEVEL 4406' - 3"EAST - LEVEL 3396' - 9"EAST - LEVEL 2387' - 3"EAST ROOF T.O.P424' - 2 3/8"NEAST BLDG - AVG.GRADE387' - 1 3/32"LKJIHH.6N.5OH.3I.5J.3J.6EAST - LEVEL 1377' - 9"K.5MH.1J.8J.2EAST BLDG -HEIGHT LIMIT427' - 1 3/32"KKKKDDDDCCCCAAAADDDDAAAADDDDAAAAAAAABB?CB-1CB-1CB-3CB-1CB-3CB-3JJEEJJA-2A-2A-2A-2190?CCCCCB-2CB-2CB-3CB-4DDDDDDDDCB-440' - 0"431' - 10"429' - 6 1/2"CB-4CB-4CB-4CB-4CB-4CB-4CB-4CB-4CB-4CB-4CB-4B© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:33:43 PMEAST BUILDINGELEVATIONSA3.11-E1545BJPLVO / WEL12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"A3.11-EEAST BLDG - WEST ELEVATION2SCALE: 1/8" = 1'-0"A3.11-ESE 172ND ST - EAST BUILDING NORTH ELEVATION1MARK EXTERIOR MATERIAL FINISH MANUFACTURER FINISH SPECIFICATION COMMENTSBR-1 BRICK THIN VENEER MUTUAL MATERIALS SLIMBRICK - EBONYCB-1 CEMENT BOARD PANELS SHERWIN WILLIAMS SW 6034 - ARRESTING AUBURN JOINT PATTERN PER ELEVATIONCB-2 CEMENT BOARD PANELS SHERWIN WILLIAMS SW 6442 - RHUMBA ORANGECB-3 CEMENT BOARD SIDING SHERWIN WILLIAMS SW 6252 - ICE CUBE 8" HORIZONTAL JOINT PATTERNCB-4 CEMENT BOARD PANELS SHERWIN WILLIAMS SW 6004 - MINKCN-1 ARCHITECTURAL CONCRETE - - SMOOTH FINISHCONC-1 ARCHITECTURAL CONCRETE - - SMOOTH FINISHWD-1 EXTERIOR WOOD COMPOSITECLADDINGPARKLEX WOODVENEER PANELPARKLEX FACADE 8MM, COPPER JOINT PATTERN PER ELEVATIONEXTERIOR MATERIALS SCHEDULE12KEYNOTES BUILDING ENVELOPE NOTES - ELEVATIONS1.SEE B.E. DRAWINGS FOR PRODUCT MATRIX, GENERAL NOTES, AND SCHEDULES.2.PROVIDE PENETRATION WRAP AND FLASHING AT WINDOWS PER B.E. DRAWINGS.3.PROVIDE PENETRATION WRAP AT SWING DOORS AND SLIDING PATIO DOORS PER B.E. DRAWINGS.4. PROVIDE FLASHING AND PENETRATION WRAP AT KNIFE PLATE PENETRATIONS PER B.E. DRAWINGS.5.PROVIDE A SOLDERED CAP FLASHING AT TARGETS FOR WALL MOUNTED ATTACHMENTS PER B.E. DRAWINGS.6. PROVIDE PENETRATION WRAP AND FLASHING AT UTILITY BOXES PER B.E. DRAWINGS.7. HANDRAILS AND SIM. ITEMS PER B.E. DRAWINGS.8. PROVIDE A 1-PC. FLASHING AROUND PIPE/CONDUIT/HOSE BIB PENETRATIONS PER B.E. DRAWINGS.PROVIDE 2-PC FLASHING AT LOCATIONS THAT WILL NOT ACCEPT A 1-PC PER B.E. DRAWINGS.9. PROVIDE FLASHING AT METERS, SWITCHGEARS, ETC. PER B.E. DRAWINGS.10. SEE B.E. DRAWINGS FOR FLUSH HOSE BIB AT CONCRETE.11. SEE B.E. DRAWINGS FOR A TYPICAL SEALANT JOINT.12. SEE B.E. DRAWINGS FOR A KERF CUT FLASHING TERMINATION AT CONCRETE.13. SEE B.E. DRAWINGS FOR TYPICAL FLASHING LAP JOINT AND WRB STRIP BEHIND FLASHING LEG.14. SEE B.E. DRAWINGS FOR TYPICAL METAL SIDING ASSEMBLY.15. SEE B.E. DRAWINGS FOR TYPICAL FIBER CEMENT SIDING ASSEMBLY.WEST - LEVEL 3382' - 3"WEST - LEVEL 4391' - 9"WEST - LEVEL 5401' - 3"12WEST ROOF T.O.P409' - 8 3/8"WEST - LEVEL 2372' - 9"91065WEST - AVGGRADE371' - 4 3/16"4387CB-3BR-1(E) GRADECCEEWEST BLDG -HEIGHT LIMIT411' - 4 3/16"1A4.10-WA-2KKKA-2A-2A-2BBS5CB-2CB-1CONC-1VINE WALL, TYP.WD-1CB-4CB-4WEST - LEVEL 3382' - 3"WEST - LEVEL 4391' - 9"WEST - LEVEL 5401' - 3"WEST ROOF T.O.P409' - 8 3/8"WEST - LEVEL 2372' - 9"3A4.10-W2A4.10-WWEST - AVGGRADE371' - 4 3/16"WEST - LEVEL 1363' - 3"F.6FC.3BGAA.5CC.6ED.5F.3DC.8C.2(E) GRADECB-3CB-1CB-1CB-1CB-1CB-1BR-1KKKKJDDDDCCCCJCCCCAAAAEDDDDJJAAAAWEST BLDG -HEIGHT LIMIT411' - 4 3/16"ELLLLDDDDCB-3DDDDHHHCB-4CB-2S3CB-2CB-31-011-02S1A-2A-2A-2A-2S4415' - 7"40' - 0"417' - 8 1/2"CB-4CB-4CB-4CB-4CB-4CB-4CB-4CB-4CB-4CB-4CB-4CB-4© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:33:45 PMWEST BUILDINGELEVATIONSA3.20-W1545BJPLVO / WEL12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"A3.20-WWEST BLDG - EAST ELEVATION2SCALE: 1/8" = 1'-0"A3.20-WWEST BLDG - SOUTH ELEVATION1MARK EXTERIOR MATERIAL FINISH MANUFACTURER FINISH SPECIFICATION COMMENTSBR-1 BRICK THIN VENEER MUTUAL MATERIALS SLIMBRICK - EBONYCB-1 CEMENT BOARD PANELS SHERWIN WILLIAMS SW 6034 - ARRESTING AUBURN JOINT PATTERN PER ELEVATIONCB-2 CEMENT BOARD PANELS SHERWIN WILLIAMS SW 6442 - RHUMBA ORANGECB-3 CEMENT BOARD SIDING SHERWIN WILLIAMS SW 6252 - ICE CUBE 8" HORIZONTAL JOINT PATTERNCB-4 CEMENT BOARD PANELS SHERWIN WILLIAMS SW 6004 - MINKCN-1 ARCHITECTURAL CONCRETE - - SMOOTH FINISHCONC-1 ARCHITECTURAL CONCRETE - - SMOOTH FINISHWD-1 EXTERIOR WOOD COMPOSITECLADDINGPARKLEX WOODVENEER PANELPARKLEX FACADE 8MM, COPPER JOINT PATTERN PER ELEVATIONEXTERIOR MATERIALS SCHEDULE12KEYNOTES WEST - LEVEL 3382' - 3"WEST - LEVEL 4391' - 9"WEST - LEVEL 5401' - 3"WEST ROOF T.O.P409' - 8 3/8"WEST - LEVEL 2372' - 9"3A4.10-W2A4.10-WWEST - AVGGRADE371' - 4 3/16"WEST - LEVEL 1363' - 3"F.6FC.3BGAA.5CC.6ED.5F.3DC.8C.2CB-1(E) GRADEKKKKKJDDDDDCCCCCJEAAAAADDEAAAAJDDDDAAAAJCB-3CB-3CB-2DDDDDBBA-2A-2A-2A-2A-2CB-4CB-4BR-1DDDDDCB-1CB-1CB-1CB-2415' - 0 1/2"417' - 10"CB-4CB-4CB-4CB-4CB-4CB-4CB-4CB-4CB-4CB-4CB-4WEST - LEVEL 3382' - 3"WEST - LEVEL 4391' - 9"WEST - LEVEL 5401' - 3"12WEST ROOF T.O.P409' - 8 3/8"WEST - LEVEL 2372' - 9"91065WEST - AVGGRADE371' - 4 3/16"WEST - LEVEL 1363' - 3"4387CB-4BR-1(E) GRADEAAAAAAAAAWEST BLDG -HEIGHT LIMIT411' - 4 3/16"S21A4.10-WHHHHHHHHHCB-3CB-3EEBUILDING ENVELOPE NOTES - ELEVATIONS1.SEE B.E. DRAWINGS FOR PRODUCT MATRIX, GENERAL NOTES, AND SCHEDULES.2.PROVIDE PENETRATION WRAP AND FLASHING AT WINDOWS PER B.E. DRAWINGS.3.PROVIDE PENETRATION WRAP AT SWING DOORS AND SLIDING PATIO DOORS PER B.E. DRAWINGS.4. PROVIDE FLASHING AND PENETRATION WRAP AT KNIFE PLATE PENETRATIONS PER B.E. DRAWINGS.5.PROVIDE A SOLDERED CAP FLASHING AT TARGETS FOR WALL MOUNTED ATTACHMENTS PER B.E. DRAWINGS.6. PROVIDE PENETRATION WRAP AND FLASHING AT UTILITY BOXES PER B.E. DRAWINGS.7. HANDRAILS AND SIM. ITEMS PER B.E. DRAWINGS.8. PROVIDE A 1-PC. FLASHING AROUND PIPE/CONDUIT/HOSE BIB PENETRATIONS PER B.E. DRAWINGS.PROVIDE 2-PC FLASHING AT LOCATIONS THAT WILL NOT ACCEPT A 1-PC PER B.E. DRAWINGS.9. PROVIDE FLASHING AT METERS, SWITCHGEARS, ETC. PER B.E. DRAWINGS.10. SEE B.E. DRAWINGS FOR FLUSH HOSE BIB AT CONCRETE.11. SEE B.E. DRAWINGS FOR A TYPICAL SEALANT JOINT.12. SEE B.E. DRAWINGS FOR A KERF CUT FLASHING TERMINATION AT CONCRETE.13. SEE B.E. DRAWINGS FOR TYPICAL FLASHING LAP JOINT AND WRB STRIP BEHIND FLASHING LEG.14. SEE B.E. DRAWINGS FOR TYPICAL METAL SIDING ASSEMBLY.15. SEE B.E. DRAWINGS FOR TYPICAL FIBER CEMENT SIDING ASSEMBLY.© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:33:47 PMWEST BUILDINGELEVATIONSA3.21-W1545BJPLVO / WEL12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"A3.21-WWEST BLDG - NORTH ELEVATION - SE 172ND ST1SCALE: 1/8" = 1'-0"A3.21-WWEST BLDG - WEST ELEVATION - BENSON DR2MARK EXTERIOR MATERIAL FINISH MANUFACTURER FINISH SPECIFICATION COMMENTSBR-1 BRICK THIN VENEER MUTUAL MATERIALS SLIMBRICK - EBONYCB-1 CEMENT BOARD PANELS SHERWIN WILLIAMS SW 6034 - ARRESTING AUBURN JOINT PATTERN PER ELEVATIONCB-2 CEMENT BOARD PANELS SHERWIN WILLIAMS SW 6442 - RHUMBA ORANGECB-3 CEMENT BOARD SIDING SHERWIN WILLIAMS SW 6252 - ICE CUBE 8" HORIZONTAL JOINT PATTERNCB-4 CEMENT BOARD PANELS SHERWIN WILLIAMS SW 6004 - MINKCN-1 ARCHITECTURAL CONCRETE - - SMOOTH FINISHCONC-1 ARCHITECTURAL CONCRETE - - SMOOTH FINISHWD-1 EXTERIOR WOOD COMPOSITECLADDINGPARKLEX WOODVENEER PANELPARKLEX FACADE 8MM, COPPER JOINT PATTERN PER ELEVATIONEXTERIOR MATERIALS SCHEDULE21KEYNOTES WEST - LEVEL 3382' - 3"WEST - LEVEL 4391' - 9"WEST - LEVEL 5401' - 3"WEST ROOF T.O.P409' - 8 3/8"WEST - LEVEL 2372' - 9"EAST - LEVEL 5415' - 9"EAST - LEVEL 4406' - 3"EAST - LEVEL 3396' - 9"EAST - LEVEL 2387' - 3"EAST ROOF T.O.P424' - 2 3/8"8' - 5 3/8"9' - 6"9' - 6"9' - 6"9' - 6"C.2B.2B.2D.1D.1D.1D.1D.1D.1B.2B.2ELEVATORC.1C.1C.1C.1C.1NEAST BLDG - AVG.GRADE387' - 1 3/32"WEST - AVGGRADE371' - 4 3/16"LKJIHH.6N.5OB.2C.2C.2C.1aB.1B.1C.1C.1B.2ELEVATORCORRIDORD.1H.3I.5J.3J.6EAST - LEVEL 1377' - 9"WEST - LEVEL 1363' - 3"K.5MC.1B.1BIKE STORAGEAMENITY LOUNGEFITNESSEASTENTRYLOBBYBIKE STORAGEB.2 C.2F.6FC.3BGAA.5CC.6ED.5F.3DC.8C.2H.1J.8J.2WEST BLDG -HEIGHT LIMIT411' - 4 3/16"EAST BLDG -HEIGHT LIMIT427' - 1 3/32"C.1D.1C.1 B.1B.1EASTELEVATORB.2RESTROOMWEST - LEVEL 3382' - 3"WEST - LEVEL 4391' - 9"WEST - LEVEL 5401' - 3"WEST ROOF T.O.P409' - 8 3/8"WEST - LEVEL 2372' - 9"EAST - LEVEL 5415' - 9"EAST - LEVEL 4406' - 3"EAST - LEVEL 3396' - 9"EAST - LEVEL 2387' - 3"EAST ROOF T.O.P424' - 2 3/8"D.1D.1D.1C.1C.1C.1B.1B.1aC.3C.3C.3C.1B.1aB.1B.1B.1D.1D.1D.1NWEST - AVGGRADE371' - 4 3/16"LKJIHH.6N.5OC.3C.3D.1B.1H.3I.5J.3J.6EAST - LEVEL 1377' - 9"WEST - LEVEL 1363' - 3"K.5MB.1B.1B.1WEST LOBBYB.1C.1aSTAIR W2B.1STAIR E2410' - 1 1/2"F.6FC.3BGAA.5CC.6ED.5F.3DC.8C.2H.1J.8J.29' - 6"9' - 6"9' - 6"9' - 6"8' - 5 3/8"C.1C.1C.1B.1B.1ELECTRIC GEAR ROOMD.1 WATER/SPRINKLERELEC GEARB.1C.138' - 9 3/16"WEST BLDG -HEIGHT LIMIT411' - 4 3/16"EAST BLDG -HEIGHT LIMIT427' - 1 3/32"D.13A4.20-E2A4.011A4.012A4.20-E3A4.10-W2A4.10-W© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:17:54 PMSITE SECTIONSA4.011545BJPLVO / WEL12/29/15BUILDING PERMITSCALE: 1/16" = 1'-0"A4.01OVERALL SITE SECTION - LOOKING SOUTH1SCALE: 1/16" = 1'-0"A4.01OVERALL SITE SECTION - LOOKING NORTH2SCALE: 3/64" = 1'-0"KEY PLAN OVERALL SECTION1122 WEST - LEVEL 3382' - 3"WEST - LEVEL 4391' - 9"WEST - LEVEL 5401' - 3"12WEST ROOF T.O.P409' - 8 3/8"WEST - LEVEL 2372' - 9"910?65C.1C.1C.1WEST - LEVEL 1363' - 3"CORRIDORCORRIDORCORRIDORCORRIDOR C.1aCORRIDOR4387C.1WEST BLDG -HEIGHT LIMIT411' - 4 3/16"F.10F.10F.10F.10F.01C.1C.1C.1C.1R.01W.211 HRW.342 HR1A4.10-WF.10F.10F.10F.101291065B.1aB.1B.1C.1C.14387C.1CORRIDORCORRIDORCORRIDORCORRIDORCORRIDORB.1 C.1ELEC GEARF.10F.10F.10F.10F.01R.011A4.10-WF.10F.10F.10F.10WEST - LEVEL 3382' - 3"WEST - LEVEL 4391' - 9"WEST - LEVEL 5401' - 3"WEST ROOF T.O.P409' - 8 3/8"WEST - LEVEL 2372' - 9"3A4.10-W2A4.10-WWEST - LEVEL 1363' - 3"F.6FC.3BAA.5CC.6ED.5F.3C.8C.2WEST BLDG -HEIGHT LIMIT411' - 4 3/16"F.10F.10F.10F.01F.10F.10F.10F.10F.01C.3C.3B.1B.1STAIR W2 B.1B.1aB.1B.1WATER/SPRINKLER ELEC GEARC.1C.1C.1C.1C.1aD.1D.1D.1D.1D.1R.01R.02R.01R.02R.01© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:17:56 PMWEST BUILDINGSECTIONSA4.10-W1545BJPLVO / WEL12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"A4.10-WWEST BLDG - N/S SECTION LOOKING WEST2SCALE: 1/8" = 1'-0"A4.10-WWEST BLDG - N/S SECTION LOOKING EAST3SCALE: 1/8" = 1'-0"A4.10-WWEST BLDG - E/W SECTION LOOKING SOUTH1112233 12910CORRIDOR65CORRIDORCORRIDORCORRIDOR C.1C.14387C.1aC.1F.10F.10F.10F.01R.02R.01R.021A4.20-EC.1C.1C.1C.1129EAST - LEVEL 5415' - 9"EAST - LEVEL 4406' - 3"EAST - LEVEL 3396' - 9"EAST - LEVEL 2387' - 3"EAST ROOF T.O.P424' - 2 3/8"B.21065CORRIDORCORRIDORCORRIDORCORRIDOREAST - LEVEL 1377' - 9"TENANT STORAGE4387B.2B.2B.2BIKE STORAGEB.1B.1B.1B.1F.10F.10F.10F.10F.01R.021A4.20-E3A4.20-E2A4.20-EEAST - LEVEL 5415' - 9"EAST - LEVEL 4406' - 3"EAST - LEVEL 3396' - 9"EAST - LEVEL 2387' - 3"EAST ROOF T.O.P424' - 2 3/8"NLKJIHH.6N.5OH.3I.5J.3J.6EAST - LEVEL 1377' - 9"K.5MH.1J.8J.2EAST BLDG -HEIGHT LIMIT427' - 1 3/32"F.10F.10F.10F.01F.10F.10F.10F.10F.01D.1D.1D.1D.1C.1C.1C.1C.1aB.1B.1B.1B.1EASTELEVATORCORRIDORCORRIDORCORRIDORCORRIDORB.2B.2B.2B.2BIKE STORAGEC.2C.2C.2C.2FITNESSR.02R.01R.01R.02R.02R.01© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:17:59 PMEAST BUILDINGSECTIONSA4.20-E1545BJPLVO / WEL12/29/15BUILDING PERMITSCALE: 1/8" = 1'-0"A4.20-EEAST BLDG - N/S SITE SECTION LOOKING EAST3SCALE: 1/8" = 1'-0"A4.20-EEAST BLDG - N/S SITE SECTION LOOKING WEST2SCALE: 1/8" = 1'-0"A4.20-EEAST BLDG - E/W SECTION LOOKING SOUTH1223311 2' - 6"(MAX HT TO TOP OF SINK RIM)2' - 10"SINK4A5.102' - 6"(MAX HT TO TOP OF SINK RIM)2' - 8"SINK1A5.10REMOVABLECABINET PERDETAILS AT TYPE AUNIT VANITY(MAX HT TO TOP OF SINK RIM)2' - 10"SINK4A5.103' - 0"1' - 0"NOTE: LEFT OR RIGHT HANDSINK LOCATION VARIES PERPLAN LOCATION4' - 0"(MAX HT TO TOP OF SINK RIM)2' - 10"SINK1A5.101' - 0"1' - 0"REMOVABLECABINET PERDETAILS AT TYPE AUNIT VANITY4' - 0"(MAX HT TO TOP OF SINK RIM)2' - 10"SINK1' - 0"1' - 0"4A5.104' - 0"FILLER1/2"1' - 3"ALLOWANCE1 1/2" FILLER(MAX HT TO TOP OF SINK RIM)2' - 10"SINK1' - 0"1' - 0"NOTE: LEFT OR RIGHT HANDSINK & LINEN LOCATION VARIESPER PLAN LOCATION7' - 0"4A5.10LINE OF WALLFINISH3' - 6"FILLER1/2"1' - 6"ALLOWANCE1 1/2" FILLER(MAX HT TO TOP OF SINK RIM)2' - 10"SINK1' - 0"1' - 0"NOTE: LEFT OR RIGHT HANDSINK & LINEN LOCATION VARIESPER PLAN LOCATION7' - 0"4A5.10LINE OF WALLFINISH4' - 0"FILLER1/2"1' - 6"ALLOWANCE1 1/2" FILLER(MAX HT TO TOP OF SINK RIM)2' - 10"SINK1' - 0"1' - 0"NOTE: LEFT OR RIGHT HAND SINKLOCATION & LINEN WIDTH VARIESPER PLAN LOCATION7' - 0"4A5.10LINE OF WALLFINISH4' - 0"FILLER1/2"1' - 3" 1' - 3"ALLOWANCE1 9/16" FILLER(MAX HT TO TOP OF SINK RIM)2' - 10"SINK1' - 0"1' - 0"NOTE: LEFT OR RIGHT HANDSINK & LINEN LOCATIONSVARIES PER PLAN LOCATION4A5.107' - 0"LINE OF WALLFINISH© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:00 PMUNIT CASEWORKELEVATIONSA5.021545BJPLVO / WEL12/29/15BUILDING PERMITSCALE: 3/4" = 1'-0"A5.02UNIT VANITY CABINET - B.11SCALE: 3/4" = 1'-0"A5.02UNIT VANITY CABINET - B.1a - TYPE A2SCALE: 3/4" = 1'-0"A5.02UNIT VANITY CABINET - B.23SCALE: 3/4" = 1'-0"A5.02UNIT VANITY CABINET - B.3a - TYPE A4SCALE: 3/4" = 1'-0"A5.02UNIT VANITY CABINET - B.35SCALE: 3/4" = 1'-0"A5.02UNIT VANITY CABINET - B.46SCALE: 3/4" = 1'-0"A5.02UNIT VANITY CABINET - B.57SCALE: 3/4" = 1'-0"A5.02UNIT VANITY CABINET - B.68SCALE: 3/4" = 1'-0"A5.02UNIT VANITY CABINET - B.79 17" MIN9" MIN9" CLRSINK DEPTH6 1/2" MAXHATCHED AREA INDICATESCLEARANCES REQ'D FORFORWARD APPROACHINSULATION/GAURDFOR DRAIN & HOTWATER PIPINGNOTE: PROVIDE BLOCKING INWALLS FOR REQUIRED SUPPORTREMOVABLE CAB27" CLEAR33 1/2" TOP OF COUNTER34" RIM OF SINK OR LAV11"CLEAR8"TOP OF COUNTER33 1/2"1" 21"MIN CLEAR27"16"GUSSET SUPPORT PROFILE ATREMOVABLE CABINETPERMANENT SUPPORT GUSSETPLATE. TO MATCH CABINET FINISH.KNEESPACE PROFILE AT SINK ATREMOVABLE CABINETLINE OFREMOVABLECABINET SEEDETAILFINISH FLOOR ANDWALL SURFACESPRIOR TO CABINETINSTALLATIONPERMANENT SKIRT ANDREMOVABLE CABINETCONNECTION PER DETAIL23"/2A5.10/3A5.1016" - 18"1'-6" MIN42"DISTANCE VARIES SEE TYPE ABATHROOM REQUIREMENTSLAVATORY IS ALLOWED IN CLEAR FLOORSPACE OF W.C. GIVEN THAT KNEE & TOECLEARANCES ARE METCABINET(S) UNDER COUNTERTOP SHALL BEEASILY REMOVABLE W/OUT REMOVAL ORREPLACEMENT OF THE LAVATORY TOPROVIDE CLEAR FLOOR SPACENOTE: FINISH FLOOR MUST EXTEND UNDERCABINETRY & WALLS BEHIND & SURROUNDINGCABINETRY MUST BE FINISHEDSUBTOP PERMANENTLY GLUED &SCREWED TO SKIRT BOARDSKIRT BOARD WITH FINISHEDFRONT FACEMETAL SPLICE WITH REMOVABLESCREWSMETAL SPLICE WITH REMOVABLESCREWS30" MIN /34" MAX29" MINCLR HT30" MIN CLR WIDTHMATCH HEIGHT OF ADJACENTCABINETSFINISH FLOORING SHALL BEINSTALLED UNDER ALL REMOVABLECABINETRYEXTEND SIDE WALLS TO FLOOR;ALLOW FOR THE REMOVAL OFCABINET DOORS & CABINET FLOORFOR THE WHEELCHAIR FRONTAPPROACHNOTE: WALLS BEHIND &SURROUNDING CABINETRYMUSH BE FINISHEDFINISH FLOOR, WALL & TRIMBEHIND CABINETGUSSET SUPPORTPERMANENTLY ATTACHED TOCABINET TOP & WALL. PROVIDEBLOCKING IN WALL FORSUPPORT.SEE DETAILPERMANENTCOUNTERTOPAND SKIRT PERPLANREMOVABLE CABINETREMOVABLE CABINETPERMANENTCOUNTERTOPAND SKIRT PERPLANA5.101/1A5.10BASE CABINETBACKSPLASH PERFINISH SCHEDULECOUNTERTOP PERFINISH SCHEDULEFINISH TOE KICKFINISH FLOORNOTE: PROVIDE BLOCKING INWALLS FOR REQUIRED SUPPORT1"3 1/16"4"CABINET1' - 9 1/16"2' - 9 1/2"COUNTERTOP PER FINISH SCHEDULEBACKSPLASH PER FINISH SCHEDULEBASE CABINET2X FLAT STUD FURRINGCONTINUOUS 5/8" GWB (TYPE XWHERE REQ'D)BASE CABINET5/8" GWBPROVIDE J-BOX EXTENSIONTO FACE OF FURRING WALLSTANDARD J-BOX @ ELECTRICAL LOCATION PER PLANSPROVIDE ACOUSTIC TREATMENT & FIRE CAULKING ASREQ'D, TYPCASEWORK PER PLANS44" MAX TO TOP OF BOXNON-RATED FURRED WALLBASE CABINET, REMOVABLEWHERE OCCURS PER DETAIL7/A5.10BACKSPLASH PERFINISH SCHEDULE4"COUNTERTOP PERFINISH SCHEDULEFINISH TOE KICKFINISH FLOORUPPER CABINET12"24" BASE CAB24" MAX5/8" GWBEXTENTS OF WALL ASSEMBLY (RATED WHERE OCCURS)3/4"2' - 6"1' - 6"34" MAXEXTENTS OF NON-RATED FURRED WALLA5.109RANGE VENT SOFFITGAP BETWEEN TOP OFCABINET UPPER BOX ANDFINISH SOFFIT FOR EASE OFDOOR SWING OPERATIONVARIES PER UNIT RCPTYP 2'-0"BASE CABINETBACKSPLASH PERFINISH SCHEDULE4"COUNTERTOP PERFINISH SCHEDULE2'-0" CAB'T1" TYP.FINISH TOE KICKFINISH FLOORUPPER CABINETRANGE VENT SOFFIT1' - 6"2' - 6"3/4"VARIES PER UNIT RCPTYP. 2' - 0"GAP BETWEEN TOP OFCABINET UPPER BOXAND FINISH SOFFITFOR EASE OF DOORSWING OPERATION3' - 0"12"FINISH FLOOR DIM PERASSEMBLYGWB VENT SOFFIT BEYONDWHERE OCCURS7' - 1" AFFCLGPER PLANFRAMING WALL PER PLANTOP OF FINISH FLOORLIGHT SHELF WALL WHERE INDICATED IN PLAN6' - 0" AFFWALL BEYOND PER PLAN,FLUSH WITH SOFFITFACE, TYPFULL HEIGHT WALL BEYONDALIGNS WITH SOFFIT WHEREOCCURS© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:01 PMCASEWORKDETAILSA5.101545BJPLVO / WEL12/29/15BUILDING PERMITSCALE: 3/4" = 1'-0"A5.10TYPE A - REMOVABLE CABINET SECTION1SCALE: 3/8" = 1'-0"A5.10TYPE A - REMOVABLE CABINET PLAN DIAGRAM6SCALE: 3" = 1'-0"A5.10TYPE A - REMOVABLE CABINET COUNTER DTL2SCALE: 1/2" = 1'-0"A5.10TYPE A - REMOVABLE CABINET.7SCALE: 1/2" = 1'-0"A5.10TYPE A - REMOVABLE CABINET3SCALE: 3/4" = 1'-0"A5.10TYPE B - TYPICAL BATHROOM VANITY4SCALE: 3" = 1'-0"A5.10TYPE A - KITCHEN WALL BLOCKING DETAIL9SCALE: 3/4" = 1'-0"A5.10TYPE A KITCHEN CABINET SECTION11SCALE: 3/4" = 1'-0"A5.10TYPICAL KITCHEN CABINET SECTION12SCALE: 3/4" = 1'-0"A5.10LIGHT SHELF SECTION13 FINISHEDFLOORWINDOW TYPE ELEVATIONAWINDOW TYPE ELEVATIONBWINDOW TYPE ELEVATIONCWINDOW TYPE ELEVATIONDWINDOW TYPE ELEVATIONFWINDOW TYPE ELEVATIONGWINDOW TYPE ELEVATIONHWINDOW TYPE ELEVATIONJWINDOW TYPE ELEVATIONKWINDOW TYPE ELEVATIONLWINDOW TYPE ELEVATIONCWINDOW TYPE ELEVATIONJWINDOW TYPE ELEVATIONJTTTTYPE B = 31.75" CLRCLEAR OPENING MINIMUMS:TYPE A = 32" CLR9' - 9"3' - 3" 3' - 3" 3' - 3"9' - 0"5' - 8 5/8" 3' - 3 3/8"4' - 6 3/8" 2' - 10 1/8"7' - 4 1/2"6' - 0"3' - 6" 2' - 6"8' - 11 1/4"5' - 0"1' - 6"PER SCHEDULE2' - 0"4' - 6"8' - 10 1/2"6' - 0 3/8" 2' - 10 1/8"PER SCHEUDLEPER SCHEUDLEPER SCHEUDLEPER SCHEDULEPER SCHEUDLEPER SCHEUDLEPER SCHEUDLEPER SCHEUDLE3' - 0"6' - 0"5' - 2"1' - 9 5/8" 3' - 4 3/8"6' - 0"1.PROVIDE OUTDOOR AIR FOR VENTILATION BY INSTALLING "TRICKLE VENT" AIR INLETS AT ALL EXTERIOR WINDOW OR GLAZED SLIDING DOOR LOCATIONS. TRICKLE VENTS SHALL PROVIDE A MINIMUM OF 4 SQ INCHES OFNET FREE AREA PER OCCUPIABLE SPACE. (IMC 403.8.6.1 ITEM 1)2.WHERE AN OCCUPIABLE SPACE DOES NOT HAVE AN EXTERIOR OPERABLE OPENING, PROVIDE A TRANSFER FANTO CIRCULATE AIR BETWEEN THE INTERIOR SPACE AND THE ADJACENT HABITABLE SPACE. (IMC 403.8.6.1 ITEM 1& 3)3.PROVIDE SOURCE SPECIFIC EXHAUST VENTILATION AT EACH KITCHEN, BATHROOM, WATER CLOSET, ANDLAUNDRY AREA. EXHAUST DUCT SHALL TERMINATE OUTDOORS AND BE INSULATED TO A MINIMUM OF R-4 IFLOCATED IN UNCONDITIONED SPACE. (IMC 403.8.4)4.SOURCE SPECIFIC EXHAUST VENTILATING SYSTEMS SHALL MEET THE FOLLOWING MINIMUM VENTILATIONRATES: (IMC TABLE 403.3)A. KITCHENS= 25 CFM (CONTINUOUS) / 100 CFM (INTERMITTENT)B. BATHROOMS/WATER CLOSETS= 20 CFM (CONTINUOUS) / 50 CFM (INTERMITTENT)C. LAUNDRY= 20 CFM (CONTINUOUS) / 50 CFM (INTERMITTENT)5. CONTINUOUS WHOLE HOUSE EXHAUST VENTILATION SYSTEMS SHALL BE INSTALLED AT EACH INDIVIDUALDWELLING UNIT AND SHALL MEET THE FOLLOWING REQUIREMENTS: (IMC 403.8.5.2 AND IMC 403.8.6.3)A. EXHAUST SHALL BE DISCHARGED OUTDOORSB. ONE OF THE SOURCE SPECIFIC FANS FROM A BATH OR LAUNDRY LOCATION MAY BE DESIGNATED AS THEWHOLE HOUSE EXHAUST FANC. DUCTS IN UNCONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R-46.WHOLE HOUSE EXHAUST VENTILATION SYSTEMS SHALL MEET THE FOLLOWING MINIMUM VENTILATION DUCTSIZING: (IMC TABLES 403.8.1 AND 403.8.5.2)A. FOR STUDIOS, ONE BEDROOM, AND TWO BEDROOM UNITS UNDER 1500SF, PROVIDE 4 INCH DIAMETERMINIMUM SMOOTH DUCT.7.WHOLE HOUSE EXHAUST FANS SHALL HAVE A SONE RATING OF 1.0 OR LESS MEASURED AT 0.10 INCH WATERGAUGE. (IMC 403.8.6.5)8.EXHAUST DISCHARGE POINTS (FOR ENVIRONMENTAL AIR EXHAUST SYSTEMS) SHALL MEET THE FOLLOWINGLOCATION REQUIREMENTS: (IMC 501.2.1, ITEM 3)A. 3 FEET MINIMUM FROM PROPERTY LINESB. 3 FEET MINIMUM FROM OPERABLE OPENINGSC. 10 FEET MINIMUM FROM MECHANICAL INTAKES9.PROVIDE THE FOLLOWING MINIMUM OF TRICKLE VENTS PER UNIT:A. STUDIOS & I-BEDROOMS(3) TRICKLE VENTSB. 2-BEDROOMS(5) TRICKLE VENTSWHERE THERE ARE INSUFFICIENT WINDOW PANELS TO ALLOW FOR THE REQUIRED NUMBER OF TRICKLE VENTS,PROVIDE A THROUGH THE WALL VENT FOR ADDITIONAL AIR INTAKE CAPACITY. REFER TO ENLARGED UNITPLANS FOR LOCATIONS.VENTILATION NOTES- TEMPERED SAFETY GLAZING1. PROVIDE SAFETY GLAZING AT THE FOLLOWING LOCATIONS (PER SBC 2406.4):A. GLAZING IN SWINGING DOORS.B. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDINGAND BIFOLD CLOSET DOOR ASSEMBLIES.C. GLAZING IN UNFRAMED SWINGING DOORS.D. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS,BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESECOMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THEWALKING SURFACE.E. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THENEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THEDOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESSTHAN 60" ABOVE THE WALKING SURFACE.F. GLAZING WHO'S EXPOSED AREA IS GREATER THAN 9 SQUARE FEET, WHICH THE EXPOSED BOTTOMEDGE IS LESS THAN 18" ABOVE THE FLOOR, THE EXPOSED TOP EDGE IS GREATER THAN 36" ABOVETHE FLOOR, AND ONE OR MORE WALKING SURFACE(S) IS WITHIN 36" HORIZONTALLY OF THE PLANEOF THE GLAZING.G. GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS ANDNONSTRUCTURAL IN-FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE.2. WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72"ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAROPENING OF THE WINDOW SHALL BE AT A HEIGHT NOT LESS THAN 36" ABOVE THE FINISHED FLOORSURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND AHEIGHT OF 36" SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4" DIAMETER SPHERECANNOT PASS. (SBC 1405.13.2)TWINDOW GENERAL NOTES© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:02 PMWINDOWSCHEDULE &ELEVATIONSA6.011545BJPLVO / WEL12/29/15BUILDING PERMITTYPEMARKOPERATION WIDTH HEIGHTHEADHEIGHTMATERIALCOLORGLAZINGFIRERATINGSTC MANUFACTURER MODEL U-VALUE SHGC CPD# COUNT WINDOW AREAA SLIDER 9' - 0" 6' - 6" 7' - 6" - - 66 3861 SFB SLIDER 7' - 6" 6' - 6" 7' - 6" - - 15 731 SFC SLIDER 9' - 0" 4' - 6" 7' - 6"34 1377 SFD SLIDER 6' - 0" 4' - 6"91 2457 SFE FIXED 9' - 0" 3' - 0"15 405 SFG FIXED 6' - 0" 3' - 0" 12' - 0"118 SFH FIXED 6' - 0" 4' - 6" 7' - 6"20 540 SFJ FIXED 6' - 0"8 142 SFJ FIXED 9' - 0"6 153 SFJ FIXED 9' - 03/32"230 SFK CASEMENT 3' - 0" 4' - 6" 7' - 6"20 270 SFL OXO SLIDING 9' - 9" 7' - 6" 7' - 6" TEMP STC35VPI BELLEVUE0.29 VPI-A-29-00686-000034 293 SF282 10277 SFWINDOW SCHEDULENOTE: SEE BUILDING ELEVATIONS FOR PANEL OPERATIONVARIES PER LOCATIONNOTE: SEE BUILDING ELEVATIONS FOR PANEL OPERATIONVARIES PER LOCATIONNOTE: SEE BUILDING ELEVATIONS FOR PANEL OPERATIONVARIES PER LOCATIONNOTE: SEE BUILDING ELEVATIONS FOR PANEL OPERATIONVARIES PER LOCATIONNOTE: SEE BUILDING ELEVATIONS FOR PANEL OPERATIONVARIES PER LOCATIONNOTE: SEE BUILDING ELEVATIONS FOR PANEL OPERATIONVARIES PER LOCATIONNOTE: SEE BUILDING ELEVATIONS FOR PANEL OPERATIONVARIES PER LOCATIONNOTE: SEE BUILDING ELEVATIONS FOR PANEL OPERATIONVARIES PER LOCATIONNOTE: SEE BUILDING ELEVATIONS FOR PANEL OPERATIONVARIES PER LOCATIONNOTE: SEE BUILDING ELEVATIONS FOR PANEL OPERATIONVARIES PER LOCATIONNOTE: SEE BUILDING ELEVATIONS FOR PANEL OPERATIONVARIES PER LOCATION FINISHEDFLOORFLUSH (GLAZED)FG - SINGLEFG - DOUBLEFLUSH:F - SINGLEF - DOUBLEVARIES SEE DOOR SCHEDULESEE DOOR SCHEDULEVARIESAT TYPE A UNIT ENTRY42"VIEWPORT AS REQ'DBY DOOR SCHEDULEADDITIONALVIEWPORT AT TYPEA ENTRY DOORSGENERAL(*) = SEE REMARKS COLUMN. "-" SHOWN ON SCHEDULE INDICATES NOT APPLICABLE NOT ALL TYPES OR FINISHES SHOWN BELOW ARE USED1.DOOR OPENING HEIGHT IS MEASURED FROM TOP OF SUB FLOOR TO UNDERSIDE OF FRAMEUNLESS OTHERWISE NOTED.2.DOOR CONSTRUCTIONALALUMINUM STILE & RAIL WITH GLASSHMHOLLOW METAL – FLUSHISFOAM INSULATED STEEL SLABCOILCOILING SLATS; OVERHEADWD-HCWOOD – FLUSH. HOLLOW COREWD-SCWOOD – FLUSH, SOLID COREWD-SRWOOD – STILE & RAILDOOR SCHEDULE NOTES3.DOOR FACING AND FINISH:ASHOP/FACTORY PRIMED FOR OPAQUE FINISH IN FIELDEPREFINISHED OR FACTORY FINISHPPHOTO FINISH - PREFINISHED4.GLAZINGAGANNEALED – CLEARIGUINSULATING GLASS UNIT (ANNEALED)TGUTEMPERED INSULATED UNITLSLAMINATED SECURITYLALAMINATED ANNEALED SAFETYLATLAMINATED SAFETYLFRLAMINATED FIRE RESISTIVELOLAMINATED OBSCURESPGSPANDREL GLASSTEMP TEMPERED GLASS5.TEMPERED SAFETY GLAZINGIBC 2009 2406.3 IDENTIFICATION OF SAFETY GLAZING“…EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIEDBY A MANUFACTURER’S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THEMANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD WITH WHICH ITCOMPLIES….THE LABEL SHALL BE ACID ETCHED, SAND BLASTED, CERAMIC FIRED OR ANEMBOSSED MARK, OR SHALL BE OF THE TYPE THAT ONCE APPLIED CANNOT BE REMOVEDWITHOUT BEING DESTROYED” THIS LABEL SHALL BE VISIBLE IN THE FINISHED AND INSTALLEDUNIT.6.FRAME MATERIALS:AL ALUMINUMCO CASED OPENINGHMHOLLOW METALWDWOOD7.FRAME FINISH: (SEE SECTION 09900)INTERIOR FINISHESEXTERIOR FINISHESPS1FLAT ACRYLIC FINISHPS13SEMI-GLOSS FINISHPS2EGGSHELL ACRYLIC FINISHEPREFINISHED OR FACTORY FINISHPS3SEMI-GLOSS ACRYLIC FINISH8.DETAILSA.NUMBER INDICATES LOCATION OF DETAIL ON SHEET AX.’X’ UNLESS OTHERWISE NOTED9.FIRE RATINGA.20 MIN, 45 MIN, 60 MIN, 90 MIN, DESIGNATION INDICATE THE FIRE RATING IN MINUTESB.IBC 2009 715.4.3 DOOR ASSEMBLIES IN CORRIDORS AND SMOKE BARRIERS“FIRE DOORS ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF20 MINUTES WHERE LOCATED IN CORRIDOR WALLS OR SMOKE BARRIERS WALLS HAVINGA FIRE-RESISTIVE RATING IN ACCORDANCE WITH TABLE 715.4 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C WITHOUT THE HOSE STREAM TEST.” IF A 20-MINUTE FIRE DOOR ASSEMBLY CONTAINS GLAZING MATERIAL, THE GLAZING MATERIAL INTHE DOOR ITSELF SHALL HAVE A MINIMUM FIRE- PROTECTION-RATED GLAZING OF 20 MINUTES AND SHALL BE EXEMPT FROM THE HOSE STREAM TEST.C.IBC 2009 715.4.4 DOORS IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS“FIRE DOOR ASSEMBLIES IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS SHALL HAVE A MAXIMUM TRANSMITTED TEMPERATURE END POINT OF NOT MORE THAN 450 DEGREESF. ABOVE THE AMBIENT AT THE END OF 30 MINUTES OF STANDARD FIRE TEST EXPOSURE.” THESE ASSEMBLIES SHALL BE LABELED AS SUCH PER 715.4.6 OF IBC 2009.D.IBC 2009 715.4.6.3 SMOKE AND DRAFT CONTROL DOOR LABELING REQUIREMENTS“SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL BE LABELED INACCORDANCE WITH SECTION 715.4.6.1 AND SHALL SHOW THE LETTER “S” ON THE FIRERATING LABEL OF THE DOOR. THIS MARKING SHALL INDICATE THAT THE DOOR AND FRAME ASSEMBLY ARE IN COMPLIANCE WHEN LISTED OR LABELED GASKETING IS ALSO INSTALLED.”10.HARDWARE FUNCTION:SINGLE KEY: ALL TO HAVE FREE EGRESS FROM INSIDE AT ANY TIMEENTRYENTRY/OFFICE – OUTSIDE LEVER IS LOCKED BY PUSHING INSIDE BUTTONSTORESTOREROOM – KEY REQUIRED TO OPEN FROM OUTSIDE – ALWAYS LOCKEDHOTELHOTEL – SIMILAR TO ENTRY BUT A INSIDE BUTTON BLOCKS KEY ACCESSCLASSCLASSROOM – OUTSIDE KEY LOCKS OR UNLOCKS. NO INSIDE BUTTONDEADDEADLOCK – NO LEVER. KEY UNLOCKS OUTSIDE THUMB LATCH UNLOCKS INSIDEDOUBLE KEYED:APARTAPARTMENT – SIMILAR TO ENTRY BUT KEY REPLACES BUTTONSTORE-DSTOREROOM – KEY ONLY ACCESS FROM BOTH SIDESINTRUDERINTRUDER – KEY ON EITHER SIDE LOCKS OR UNLOCKS DOORCOMMCOMMUNICATING – EACH SIDE MUST UNLOCK ITS SIDE TO ALLOW ACCESSINSTINSTITUTIONAL – KEY REQUIRED TO UNLOCK FROM EITHER SIDE ALWAYS LOCKEDDEAD-DDEADLOCK – RETRACT DEAD BOLT BY KEY ON BOTH SIDESKEYLESS:PRIVACYPRIVACY – LOCKED ONLY BY INSIDE BUTTON. UNLOCKS BY OPERATING INSIDE LEVER EMERGENCY KEY OR CLOSING DOORPASSAGEPASSAGE – EITHER SIDE OPERATES AT ALL TIMESPATIOPATIO – SIMILAR TO PRIVACY BUT NO EMERGENCY KEY ACCESSEXITEXIT – NO OUTSIDE LEVER EXIT BY TURNING INSIDE LEVERDUMMY-SSINGLE DUMMY – SURFACE MOUNDED LEVER ON ONE SIDE NO ACTIONDUMMY-DDOUBLE DUMMY – SURFACE MOUNTED LEVER ON BOTH SIDES NO ACTIONPUSHPULLPUSH PULL – NO LATCH SET (MAY INCORPORATE A DEADLOCK)ELECTRIC:ELEC-L F-SAFELECTRONICALLY LOCKEDFAIL SAFE (F-SAF)ELEC-L F-SECFAIL SECURE (F-SEC)ELEC-U F-SAFELECTRONICALLY UNLOCKEDFAIL SAFE (F-SAF)ELEC-L F-SACELECTRONICALLY UNLOCKEDFAIL SECURE (F-SEC)SPECIAL HARDWARE:MAGMAGNETIC HOLD OPENACACCESS CONTROLWPAUTO OPEN WALL PLATEMSAUTO OPEN MOTION SENSORDCDOOR CLOSERDEDELAYED EGRESSPHPANIC (FIRE EXIT) HARDWARESIGNAGE – PROVIDE THE FOLLOWING:SIGN 1“ FIRE DOOR – DO NOT OBSTRUCT”SIGN 2“NOT AN EXIT”SIGN 3“THIS DOOR IS TO REMAIN OPEN DURING BUSINESS HOURS”SIGN 4“ACCESSIBILITY SIGNSIGN 5TRANSFORMER VAULT SIGNAGE PER CITY REQUIREMENTSSIGN 6“FIRE ALARM CONTROL PANEL INSIDE”SIGN 7“ELEVATOR CONTROL ROOM”11.UNDERCUT DOOR PANELS 1/2" TO PROVIDE EXHAUST AIR FOR WHOLE HOUSE FAN. SEE PLANS FORAPPLICABLE LOCATIONS.12. WHERE THERE ARE DOORS THAT SEPARATE THE LAUNDRY AREA FROM THE KITCHEN OR BATHROOM,THE DOOR SHALL BE LOUVERED. PER MIN VENTILATION RATES 403.3i INTERNATIONAL MECH CODE13. ALL ELECTRONIC CARD READERS TO BE INSTALLED ON BATTERY BACKUP14. PER ANSI ICC A117.1-2009 SECTION 404.2.6, TYPE A UNIT DOOR HARDWARE SHALL HAVE A SHAPETHAT IS EASY TO GRASP WITH ONE HAND AND THAT WILL NOT REQUIRE TIGHT GRASPING, PINCHING, ORTWISTING OF THE WRIST TO OPERATE.A. FOR BI-FOLD DOORS, INSTALL AN ADA COMPLIANT SURFACE MOUNTED PULLB. FOR SLIDING PANELS, INSTALL AN ADA COMPLIANT POCKET DOOR HARDWARE PULL- TRIMCO 1069 SERIES, PASSAGE (OR EQUAL)C. FOR BI-PASS DOORS, INSTALL AN ADA COMPLIANT FLUSH PULL- ROCKWOOD ASSA ABLOY BF97 BARRIER FREE FLUSH PULL (OR EQUAL)© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:03 PMDOORSCHEDULE -COMMON AREA -WESTA6.02-W1545BJPLVO / WEL12/29/15BUILDING PERMITMARK TO ROOM: NAME TYPEUNIT WIDTHUNIT HEIGHTFIRE RATINGMANUFACTURERU-VALUECPD#MATERIALFINISHGLAZINGFRAME MATERIALFRAME FINISHDETAIL - HEADDETAIL - JAMBDETAIL - THRESHOLDHANDLEBY DOOR SUPPLIERACCESS CONTROLLEDBUTT HINGESSELF-CLOSING HINGELOCKSETPASSAGE SETPRIVACY SETDUMMY SETBARRIER FREE HARDWARELOCK CYLINDER ONLYDEADBOLTWEATHER STRIPPINGCLOSERCOORDINATORASTRAGALEXIT DEVICEFLOOR STOPWALL STOPOVERHEAD STOPFLUSH BOLTS / DUST PROOF STRIKESMOKE GASKETSOUND GASKETBOTTOM SWEEP / SEALTHRESHOLDSILENCERSKICK PLATEARMOR PLATEVIEWPORTBYPASS TRACK / ROLLER / BOTTOM GUIDEBIFOLD TRACK / ROLLER SETFLUSH PULLSSURFACE PULLSWEATHER-STRIPPINGCOMMENTSREMARKSWEST - LEVEL 11-01 EXIT PASSAGEWAYFLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINT1-02 BIKE STORAGE FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINT1-03 STAIR W1 FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINT1-04 EXIT PASSAGEWAYFLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINT1-05 AMENITY LOUNGE FG - SINGLE 3' - 0" 7' - 0" 20 MIN - VINYL TEMP.1-05 RESTROOM FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINT1-07 ELEC GEAR FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINT1-08 WATER/SPRINKLER FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINT1-09 STAIR W2 FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINTWEST - LEVEL 22-01 STAIR W1 FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINTWEST - LEVEL 33-01 STAIR W1 FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINT3-02 STAIR W2 F - SINGLE 3' - 0" 7' - 0" 90 MIN. HM P -WEST - LEVEL 44-01 STAIR W1 FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINT4-02 STAIR W2 F - SINGLE 3' - 0" 7' - 0" 90 MIN. HM P -WEST - LEVEL 55-01 STAIR W1 FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINT5-02 STAIR W2 FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINTDOORHARDWAREDOOR SCHEDULE: COMMON AREA - WEST AT TYPE A UNIT ENTRYDOOR, PROVIDE ADDITIONAL42" AFF VIEWPORT GENERAL(*) = SEE REMARKS COLUMN. "-" SHOWN ON SCHEDULE INDICATES NOT APPLICABLE NOT ALL TYPES OR FINISHES SHOWN BELOW ARE USED1.DOOR OPENING HEIGHT IS MEASURED FROM TOP OF SUB FLOOR TO UNDERSIDE OF FRAMEUNLESS OTHERWISE NOTED.2.DOOR CONSTRUCTIONALALUMINUM STILE & RAIL WITH GLASSHMHOLLOW METAL – FLUSHISFOAM INSULATED STEEL SLABCOILCOILING SLATS; OVERHEADWD-HCWOOD – FLUSH. HOLLOW COREWD-SCWOOD – FLUSH, SOLID COREWD-SRWOOD – STILE & RAILDOOR SCHEDULE NOTES3.DOOR FACING AND FINISH:ASHOP/FACTORY PRIMED FOR OPAQUE FINISH IN FIELDEPREFINISHED OR FACTORY FINISHPPHOTO FINISH - PREFINISHED4.GLAZINGAGANNEALED – CLEARIGUINSULATING GLASS UNIT (ANNEALED)TGUTEMPERED INSULATED UNITLSLAMINATED SECURITYLALAMINATED ANNEALED SAFETYLATLAMINATED SAFETYLFRLAMINATED FIRE RESISTIVELOLAMINATED OBSCURESPGSPANDREL GLASSTEMP TEMPERED GLASS5.TEMPERED SAFETY GLAZINGIBC 2009 2406.3 IDENTIFICATION OF SAFETY GLAZING“…EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIEDBY A MANUFACTURER’S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THEMANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD WITH WHICH ITCOMPLIES….THE LABEL SHALL BE ACID ETCHED, SAND BLASTED, CERAMIC FIRED OR ANEMBOSSED MARK, OR SHALL BE OF THE TYPE THAT ONCE APPLIED CANNOT BE REMOVEDWITHOUT BEING DESTROYED” THIS LABEL SHALL BE VISIBLE IN THE FINISHED AND INSTALLEDUNIT.6.FRAME MATERIALS:AL ALUMINUMCO CASED OPENINGHMHOLLOW METALWDWOOD7.FRAME FINISH: (SEE SECTION 09900)INTERIOR FINISHESEXTERIOR FINISHESPS1FLAT ACRYLIC FINISHPS13SEMI-GLOSS FINISHPS2EGGSHELL ACRYLIC FINISHEPREFINISHED OR FACTORY FINISHPS3SEMI-GLOSS ACRYLIC FINISH8.DETAILSA.NUMBER INDICATES LOCATION OF DETAIL ON SHEET AX.’X’ UNLESS OTHERWISE NOTED9.FIRE RATINGA.20 MIN, 45 MIN, 60 MIN, 90 MIN, DESIGNATION INDICATE THE FIRE RATING IN MINUTESB.IBC 2009 715.4.3 DOOR ASSEMBLIES IN CORRIDORS AND SMOKE BARRIERS“FIRE DOORS ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF20 MINUTES WHERE LOCATED IN CORRIDOR WALLS OR SMOKE BARRIERS WALLS HAVINGA FIRE-RESISTIVE RATING IN ACCORDANCE WITH TABLE 715.4 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C WITHOUT THE HOSE STREAM TEST.” IF A 20-MINUTE FIRE DOOR ASSEMBLY CONTAINS GLAZING MATERIAL, THE GLAZING MATERIAL INTHE DOOR ITSELF SHALL HAVE A MINIMUM FIRE- PROTECTION-RATED GLAZING OF 20 MINUTES AND SHALL BE EXEMPT FROM THE HOSE STREAM TEST.C.IBC 2009 715.4.4 DOORS IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS“FIRE DOOR ASSEMBLIES IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS SHALL HAVE A MAXIMUM TRANSMITTED TEMPERATURE END POINT OF NOT MORE THAN 450 DEGREESF. ABOVE THE AMBIENT AT THE END OF 30 MINUTES OF STANDARD FIRE TEST EXPOSURE.” THESE ASSEMBLIES SHALL BE LABELED AS SUCH PER 715.4.6 OF IBC 2009.D.IBC 2009 715.4.6.3 SMOKE AND DRAFT CONTROL DOOR LABELING REQUIREMENTS“SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL BE LABELED INACCORDANCE WITH SECTION 715.4.6.1 AND SHALL SHOW THE LETTER “S” ON THE FIRERATING LABEL OF THE DOOR. THIS MARKING SHALL INDICATE THAT THE DOOR AND FRAME ASSEMBLY ARE IN COMPLIANCE WHEN LISTED OR LABELED GASKETING IS ALSO INSTALLED.”10.HARDWARE FUNCTION:SINGLE KEY: ALL TO HAVE FREE EGRESS FROM INSIDE AT ANY TIMEENTRYENTRY/OFFICE – OUTSIDE LEVER IS LOCKED BY PUSHING INSIDE BUTTONSTORESTOREROOM – KEY REQUIRED TO OPEN FROM OUTSIDE – ALWAYS LOCKEDHOTELHOTEL – SIMILAR TO ENTRY BUT A INSIDE BUTTON BLOCKS KEY ACCESSCLASSCLASSROOM – OUTSIDE KEY LOCKS OR UNLOCKS. NO INSIDE BUTTONDEADDEADLOCK – NO LEVER. KEY UNLOCKS OUTSIDE THUMB LATCH UNLOCKS INSIDEDOUBLE KEYED:APARTAPARTMENT – SIMILAR TO ENTRY BUT KEY REPLACES BUTTONSTORE-DSTOREROOM – KEY ONLY ACCESS FROM BOTH SIDESINTRUDERINTRUDER – KEY ON EITHER SIDE LOCKS OR UNLOCKS DOORCOMMCOMMUNICATING – EACH SIDE MUST UNLOCK ITS SIDE TO ALLOW ACCESSINSTINSTITUTIONAL – KEY REQUIRED TO UNLOCK FROM EITHER SIDE ALWAYS LOCKEDDEAD-DDEADLOCK – RETRACT DEAD BOLT BY KEY ON BOTH SIDESKEYLESS:PRIVACYPRIVACY – LOCKED ONLY BY INSIDE BUTTON. UNLOCKS BY OPERATING INSIDE LEVER EMERGENCY KEY OR CLOSING DOORPASSAGEPASSAGE – EITHER SIDE OPERATES AT ALL TIMESPATIOPATIO – SIMILAR TO PRIVACY BUT NO EMERGENCY KEY ACCESSEXITEXIT – NO OUTSIDE LEVER EXIT BY TURNING INSIDE LEVERDUMMY-SSINGLE DUMMY – SURFACE MOUNDED LEVER ON ONE SIDE NO ACTIONDUMMY-DDOUBLE DUMMY – SURFACE MOUNTED LEVER ON BOTH SIDES NO ACTIONPUSHPULLPUSH PULL – NO LATCH SET (MAY INCORPORATE A DEADLOCK)ELECTRIC:ELEC-L F-SAFELECTRONICALLY LOCKEDFAIL SAFE (F-SAF)ELEC-L F-SECFAIL SECURE (F-SEC)ELEC-U F-SAFELECTRONICALLY UNLOCKEDFAIL SAFE (F-SAF)ELEC-L F-SACELECTRONICALLY UNLOCKEDFAIL SECURE (F-SEC)SPECIAL HARDWARE:MAGMAGNETIC HOLD OPENACACCESS CONTROLWPAUTO OPEN WALL PLATEMSAUTO OPEN MOTION SENSORDCDOOR CLOSERDEDELAYED EGRESSPHPANIC (FIRE EXIT) HARDWARESIGNAGE – PROVIDE THE FOLLOWING:SIGN 1“ FIRE DOOR – DO NOT OBSTRUCT”SIGN 2“NOT AN EXIT”SIGN 3“THIS DOOR IS TO REMAIN OPEN DURING BUSINESS HOURS”SIGN 4“ACCESSIBILITY SIGNSIGN 5TRANSFORMER VAULT SIGNAGE PER CITY REQUIREMENTSSIGN 6“FIRE ALARM CONTROL PANEL INSIDE”SIGN 7“ELEVATOR CONTROL ROOM”11.UNDERCUT DOOR PANELS 1/2" TO PROVIDE EXHAUST AIR FOR WHOLE HOUSE FAN. SEE PLANS FORAPPLICABLE LOCATIONS.12. WHERE THERE ARE DOORS THAT SEPARATE THE LAUNDRY AREA FROM THE KITCHEN OR BATHROOM,THE DOOR SHALL BE LOUVERED. PER MIN VENTILATION RATES 403.3i INTERNATIONAL MECH CODE13. ALL ELECTRONIC CARD READERS TO BE INSTALLED ON BATTERY BACKUP14. PER ANSI ICC A117.1-2009 SECTION 404.2.6, TYPE A UNIT DOOR HARDWARE SHALL HAVE A SHAPETHAT IS EASY TO GRASP WITH ONE HAND AND THAT WILL NOT REQUIRE TIGHT GRASPING, PINCHING, ORTWISTING OF THE WRIST TO OPERATE.A. FOR BI-FOLD DOORS, INSTALL AN ADA COMPLIANT SURFACE MOUNTED PULLB. FOR SLIDING PANELS, INSTALL AN ADA COMPLIANT POCKET DOOR HARDWARE PULL- TRIMCO 1069 SERIES, PASSAGE (OR EQUAL)C. FOR BI-PASS DOORS, INSTALL AN ADA COMPLIANT FLUSH PULL- ROCKWOOD ASSA ABLOY BF97 BARRIER FREE FLUSH PULL (OR EQUAL)FINISHEDFLOORFLUSH (GLAZED)FG - SINGLEFG - DOUBLEFLUSH:F - SINGLEF - DOUBLEVARIES SEE DOOR SCHEDULESEE DOOR SCHEDULEVARIESAT TYPE A UNIT ENTRY42"VIEWPORT AS REQ'DBY DOOR SCHEDULEADDITIONALVIEWPORT AT TYPEA ENTRY DOORS© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:05 PMDOORSCHEDULE -COMMON AREA -EASTA6.03-E1545BJPLVO / WEL12/29/15BUILDING PERMITDOORHARDWAREDOOR SCHEDULE: COMMON AREA - EASTa1 TO ROOM: NAME TYPEUNIT WIDTHUNIT HEIGHTFIRE RATINGMANUFACTURERU-VALUECPD#MATERIALFINISHGLAZINGFRAME MATERIALFRAME FINISHDETAIL - HEADDETAIL - JAMBDETAIL - THRESHOLDHANDLEBY DOOR SUPPLIERACCESS CONTROLLEDBUTT HINGESSELF-CLOSING HINGELOCKSETPASSAGE SETPRIVACY SETDUMMY SETBARRIER FREE HARDWARELOCK CYLINDER ONLYDEADBOLTWEATHER STRIPPINGCLOSERCOORDINATORASTRAGALEXIT DEVICEFLOOR STOPWALL STOPOVERHEAD STOPFLUSH BOLTS / DUST PROOF STRIKESMOKE GASKETSOUND GASKETBOTTOM SWEEP / SEALTHRESHOLDSILENCERSKICK PLATEARMOR PLATEVIEWPORTBYPASS TRACK / ROLLER / BOTTOM GUIDEBIFOLD TRACK / ROLLER SETFLUSH PULLSSURFACE PULLSWEATHER-STRIPPINGCOMMENTSREMARKSEAST - LEVEL 22-01 STAIR E2 FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINT2-02 STAIR E1 FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINT2-04 FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINTEAST - LEVEL 33-01 STAIR E2 FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINT3-02 STAIR E1 FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINTEAST - LEVEL 44-01 STAIR E2 F - SINGLE 3' - 0" 7' - 0" 90 MIN. HM P -4-02 STAIR E1 FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINTEAST - LEVEL 55-01 STAIR E2 FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINT5-02 STAIR E1 FLUSH 3' - 0" 7' - 0" 45 MIN. H.M. PAINT GENERAL(*) = SEE REMARKS COLUMN. "-" SHOWN ON SCHEDULE INDICATES NOT APPLICABLE NOT ALL TYPES OR FINISHES SHOWN BELOW ARE USED1.DOOR OPENING HEIGHT IS MEASURED FROM TOP OF SUB FLOOR TO UNDERSIDE OF FRAMEUNLESS OTHERWISE NOTED.2.DOOR CONSTRUCTIONALALUMINUM STILE & RAIL WITH GLASSHMHOLLOW METAL – FLUSHISFOAM INSULATED STEEL SLABCOILCOILING SLATS; OVERHEADWD-HCWOOD – FLUSH. HOLLOW COREWD-SCWOOD – FLUSH, SOLID COREWD-SRWOOD – STILE & RAILDOOR SCHEDULE NOTES3.DOOR FACING AND FINISH:ASHOP/FACTORY PRIMED FOR OPAQUE FINISH IN FIELDEPREFINISHED OR FACTORY FINISHPPHOTO FINISH - PREFINISHED4.GLAZINGAGANNEALED – CLEARIGUINSULATING GLASS UNIT (ANNEALED)TGUTEMPERED INSULATED UNITLSLAMINATED SECURITYLALAMINATED ANNEALED SAFETYLATLAMINATED SAFETYLFRLAMINATED FIRE RESISTIVELOLAMINATED OBSCURESPGSPANDREL GLASSTEMP TEMPERED GLASS5.TEMPERED SAFETY GLAZINGIBC 2009 2406.3 IDENTIFICATION OF SAFETY GLAZING“…EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIEDBY A MANUFACTURER’S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THEMANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD WITH WHICH ITCOMPLIES….THE LABEL SHALL BE ACID ETCHED, SAND BLASTED, CERAMIC FIRED OR ANEMBOSSED MARK, OR SHALL BE OF THE TYPE THAT ONCE APPLIED CANNOT BE REMOVEDWITHOUT BEING DESTROYED” THIS LABEL SHALL BE VISIBLE IN THE FINISHED AND INSTALLEDUNIT.6.FRAME MATERIALS:AL ALUMINUMCO CASED OPENINGHMHOLLOW METALWDWOOD7.FRAME FINISH: (SEE SECTION 09900)INTERIOR FINISHESEXTERIOR FINISHESPS1FLAT ACRYLIC FINISHPS13SEMI-GLOSS FINISHPS2EGGSHELL ACRYLIC FINISHEPREFINISHED OR FACTORY FINISHPS3SEMI-GLOSS ACRYLIC FINISH8.DETAILSA.NUMBER INDICATES LOCATION OF DETAIL ON SHEET AX.’X’ UNLESS OTHERWISE NOTED9.FIRE RATINGA.20 MIN, 45 MIN, 60 MIN, 90 MIN, DESIGNATION INDICATE THE FIRE RATING IN MINUTESB.IBC 2009 715.4.3 DOOR ASSEMBLIES IN CORRIDORS AND SMOKE BARRIERS“FIRE DOORS ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF20 MINUTES WHERE LOCATED IN CORRIDOR WALLS OR SMOKE BARRIERS WALLS HAVINGA FIRE-RESISTIVE RATING IN ACCORDANCE WITH TABLE 715.4 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C WITHOUT THE HOSE STREAM TEST.” IF A 20-MINUTE FIRE DOOR ASSEMBLY CONTAINS GLAZING MATERIAL, THE GLAZING MATERIAL INTHE DOOR ITSELF SHALL HAVE A MINIMUM FIRE- PROTECTION-RATED GLAZING OF 20 MINUTES AND SHALL BE EXEMPT FROM THE HOSE STREAM TEST.C.IBC 2009 715.4.4 DOORS IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS“FIRE DOOR ASSEMBLIES IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS SHALL HAVE A MAXIMUM TRANSMITTED TEMPERATURE END POINT OF NOT MORE THAN 450 DEGREESF. ABOVE THE AMBIENT AT THE END OF 30 MINUTES OF STANDARD FIRE TEST EXPOSURE.” THESE ASSEMBLIES SHALL BE LABELED AS SUCH PER 715.4.6 OF IBC 2009.D.IBC 2009 715.4.6.3 SMOKE AND DRAFT CONTROL DOOR LABELING REQUIREMENTS“SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL BE LABELED INACCORDANCE WITH SECTION 715.4.6.1 AND SHALL SHOW THE LETTER “S” ON THE FIRERATING LABEL OF THE DOOR. THIS MARKING SHALL INDICATE THAT THE DOOR AND FRAME ASSEMBLY ARE IN COMPLIANCE WHEN LISTED OR LABELED GASKETING IS ALSO INSTALLED.”10.HARDWARE FUNCTION:SINGLE KEY: ALL TO HAVE FREE EGRESS FROM INSIDE AT ANY TIMEENTRYENTRY/OFFICE – OUTSIDE LEVER IS LOCKED BY PUSHING INSIDE BUTTONSTORESTOREROOM – KEY REQUIRED TO OPEN FROM OUTSIDE – ALWAYS LOCKEDHOTELHOTEL – SIMILAR TO ENTRY BUT A INSIDE BUTTON BLOCKS KEY ACCESSCLASSCLASSROOM – OUTSIDE KEY LOCKS OR UNLOCKS. NO INSIDE BUTTONDEADDEADLOCK – NO LEVER. KEY UNLOCKS OUTSIDE THUMB LATCH UNLOCKS INSIDEDOUBLE KEYED:APARTAPARTMENT – SIMILAR TO ENTRY BUT KEY REPLACES BUTTONSTORE-DSTOREROOM – KEY ONLY ACCESS FROM BOTH SIDESINTRUDERINTRUDER – KEY ON EITHER SIDE LOCKS OR UNLOCKS DOORCOMMCOMMUNICATING – EACH SIDE MUST UNLOCK ITS SIDE TO ALLOW ACCESSINSTINSTITUTIONAL – KEY REQUIRED TO UNLOCK FROM EITHER SIDE ALWAYS LOCKEDDEAD-DDEADLOCK – RETRACT DEAD BOLT BY KEY ON BOTH SIDESKEYLESS:PRIVACYPRIVACY – LOCKED ONLY BY INSIDE BUTTON. UNLOCKS BY OPERATING INSIDE LEVER EMERGENCY KEY OR CLOSING DOORPASSAGEPASSAGE – EITHER SIDE OPERATES AT ALL TIMESPATIOPATIO – SIMILAR TO PRIVACY BUT NO EMERGENCY KEY ACCESSEXITEXIT – NO OUTSIDE LEVER EXIT BY TURNING INSIDE LEVERDUMMY-SSINGLE DUMMY – SURFACE MOUNDED LEVER ON ONE SIDE NO ACTIONDUMMY-DDOUBLE DUMMY – SURFACE MOUNTED LEVER ON BOTH SIDES NO ACTIONPUSHPULLPUSH PULL – NO LATCH SET (MAY INCORPORATE A DEADLOCK)ELECTRIC:ELEC-L F-SAFELECTRONICALLY LOCKEDFAIL SAFE (F-SAF)ELEC-L F-SECFAIL SECURE (F-SEC)ELEC-U F-SAFELECTRONICALLY UNLOCKEDFAIL SAFE (F-SAF)ELEC-L F-SACELECTRONICALLY UNLOCKEDFAIL SECURE (F-SEC)SPECIAL HARDWARE:MAGMAGNETIC HOLD OPENACACCESS CONTROLWPAUTO OPEN WALL PLATEMSAUTO OPEN MOTION SENSORDCDOOR CLOSERDEDELAYED EGRESSPHPANIC (FIRE EXIT) HARDWARESIGNAGE – PROVIDE THE FOLLOWING:SIGN 1“ FIRE DOOR – DO NOT OBSTRUCT”SIGN 2“NOT AN EXIT”SIGN 3“THIS DOOR IS TO REMAIN OPEN DURING BUSINESS HOURS”SIGN 4“ACCESSIBILITY SIGNSIGN 5TRANSFORMER VAULT SIGNAGE PER CITY REQUIREMENTSSIGN 6“FIRE ALARM CONTROL PANEL INSIDE”SIGN 7“ELEVATOR CONTROL ROOM”11.UNDERCUT DOOR PANELS 1/2" TO PROVIDE EXHAUST AIR FOR WHOLE HOUSE FAN. SEE PLANS FORAPPLICABLE LOCATIONS.12. WHERE THERE ARE DOORS THAT SEPARATE THE LAUNDRY AREA FROM THE KITCHEN OR BATHROOM,THE DOOR SHALL BE LOUVERED. PER MIN VENTILATION RATES 403.3i INTERNATIONAL MECH CODE13. ALL ELECTRONIC CARD READERS TO BE INSTALLED ON BATTERY BACKUP14. PER ANSI ICC A117.1-2009 SECTION 404.2.6, TYPE A UNIT DOOR HARDWARE SHALL HAVE A SHAPETHAT IS EASY TO GRASP WITH ONE HAND AND THAT WILL NOT REQUIRE TIGHT GRASPING, PINCHING, ORTWISTING OF THE WRIST TO OPERATE.A. FOR BI-FOLD DOORS, INSTALL AN ADA COMPLIANT SURFACE MOUNTED PULLB. FOR SLIDING PANELS, INSTALL AN ADA COMPLIANT POCKET DOOR HARDWARE PULL- TRIMCO 1069 SERIES, PASSAGE (OR EQUAL)C. FOR BI-PASS DOORS, INSTALL AN ADA COMPLIANT FLUSH PULL- ROCKWOOD ASSA ABLOY BF97 BARRIER FREE FLUSH PULL (OR EQUAL)FINISHEDFLOORA-1FLUSH (GLAZED):FG-SINGLEFLUSH SINGLE:F - SINGLEA-2CS-2 PANEL FLUSH SINGLE:F-SINGLEB-1VIEWPORT AS REQ'DBY DOOR SCHEDULEADDITIONALVIEWPORT AT TYPEA ENTRY DOORS42" AT TYPE A UNIT ENTRY60" AT TTYPE A & B UNIT ENTRIESDOOR SCHEDULESEESEE DOOR SCHEDULEDOOR SCHEDULESEESEE DOOR SCHEDULESEE DOOR SCHEDULESEE DOOR SCHEDULEDOOR SCHEDULESEESEE DOOR SCHEDULE© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:07 PMDOORSCHEDULE -UNITSA6.041545BJPLVO / WEL12/29/15BUILDING PERMITTYPEMARKTYPEUNITWIDTHUNITHEIGHTFIRERATINGMATERIAL FINISH GLAZINGSTCU-VALUEBY DOOR SUPPLIERBUTT HINGESLOCKSETPASSAGE SETPRIVACY SETDUMMY SETBARRIER FREE HARDWARELOCK CYLINDER ONLYCLOSERASTRAGALFLOOR STOPWALL STOPOVERHEAD STOPFLUSH BOLTS / DUST PROOF STRIKEBOTTOM SWEEP / SEALTHRESHOLDBYPASS TRACK / ROLLER / BOTTOM GUIDEBIFOLD TRACK / ROLLER SETFLUSH PULLSSURFACE PULLSREMARKSA-1 F - SINGLE 3' - 0" 7' - 0"A-2 FG - SINGLE 3' - 0" 7' - 0" NR VINYL TEMP. .29B-1 F - SINGLE 3' - 0" 6' - 8" NR WD-HC - -C-2 S - 2 PANEL 6' - 0" 6' - 8" NR WD-HC - - -C-4 S - 2 PANEL 5' - 0" 6' - 8" NR WD-HC - - -C-5 S - 2 PANEL 4' - 0" 6' - 8" NR WD-HC - -DOOR SCHEDULE: RESIDENTIAL UNITNOTE: 1NOTE: 3DOORHARDWARENOTE: 4 & 5NOTE: 9NOTE: 2 NAIL - FLANGE WINDOW PER PLANSRAINSCREEN BATTENWRB / FLASHNG SEQUENCE PERBLDG. ENVELOPE DRAWINGSEXTERIOR WALL PER PLANSCEMENT BOARD PANEL PERELEVATIONSCAULK JOINT, TYP.W/ PVA PRIMER5/8" TYPE 'X' GWBEXTERIOR 5/8" TYPE 'X' GWB, WHEREOCCURS PER PLANSPVC WINDOW TRIM PER ELEVBE5.002NAIL - FLANGE WINDOW PER PLANSRAINSCREEN BATTEN BYNDHEAD 'Z' FLASHINGWRB / FLASHNG SEQUENCE PERBLDG. ENVELOPE DRAWINGSEXTERIOR WALL PER PLANSJAMB BEYONDSHEATHING PER STRUCTURALDRAWINGSCEMENT BOARD PANEL PERELEVATIONSW/ PVA PRIMER5/8" TYPE 'X' GWBEXTERIOR 5/8" TYPE 'X' GWB, WHEREOCCURS PER PLANSPVC WINDOW TRIM PER ELEVBE5.001SHEATHING PER STRUCTURALDRAWINGS?NAIL - FLANGE WINDOW PER PLANSCEMENT BOARD PANEL PERELEVATIONSRAINSCREEN BATTENWINDOW PAN FLASHINGWRB / FLASHNG SEQUENCE PERBLDG. ENVELOPE DRAWINGSEXTERIOR WALL PER PLANSJAMB BEYOND1/8" TYP.5/8" TYPE 'X' GWBW/ PVA PRIMEREXTERIOR 5/8" TYPE 'X' GWB, WHEREOCCURS PER PLANPVC WINDOW TRIM PER ELEVBE5.003SLIDING GLASS DOOR PER PLANSRAINSCREEN BATTENPLYWOOD SHIMS AS REQ'DWRB / FLASHNG SEQUENCE PERBLDG. ENVELOPE DRAWINGSJAMB BEYONDFLOORING PER PLANS1" GYPCRETE TOPPINGFLOOR ASSEMBLY PER PLANSPAN FLASHING PERBLDG. ENVELOPE DRAWINGSSIDING PER ELEVATIONSSHEATHING PER STRUCTURALDRAWINGSSIM.3BE5.00EXPANDING FOAM SEALANT, TYP.METAL TRIMMIN1 1/2"PER INSET REQUIREMENTSNAIL - FLANGE WINDOW PER PLANSRAINSCREEN BATTENWRB / FLASHNG SEQUENCE PERBLDG. ENVELOPE DRAWINGSEXTERIOR WALL PER PLANSSIDING PER ELEVATIONSJ-MOULD TRIMW/ PVA PRIMER5/8" TYPE 'X' GWBCAULK JOINT, TYP.SIM.2BE5.00EXPANDING FOAM SEALANT, TYP.CAULK JOINT, TYP.PAINTEDPER INSETREQUIREMENTSMIN1 1/2"SLIDING GLASS DOOR PER PLANSRAINSCREEN BATTENHEAD 'Z' FLASHINGWRB / FLASHNG SEQUENCE PERBLDG. ENVELOPE DRAWINGSEXTERIOR WALL PER PLANSJAMB BEYONDSHEATHING PER STRUCTURALDRAWINGSHORIZONTAL REVEALW/ PVA PRIMER5/8" TYPE 'X' GWBSIDING PER ELEVATIONSSIM.1BE5.00PAINTEDCAULK JOINT, TYP.EXPANDED FOAMSEALANT, TYPMIN1 1/2"PER INSET REQUIREMENTSOPERABLE WINDOWEXHAUST OUTLETS3'-0" MIN CLEARANCEFROM EXHAUST OUTLETTO OPERABLE WINDOW© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:08 PMDETAILS -WINDOWSA6.711545BJPLVO12/29/15BUILDING PERMITSCALE: 3" = 1'-0"A6.71JAMB - WINDOW @ C.B. PANEL SIDING9SCALE: 3" = 1'-0"A6.71HEAD - WINDOW @ C.B. PANEL SIDING5SCALE: 3" = 1'-0"A6.71SILL - WINDOW @ C.B. PANEL SIDING1SCALE: 3" = 1'-0"A6.71SILL - SLIDING GLASS DOOR2SCALE: 3" = 1'-0"A6.71JAMB - SLIDING GLASS DOOR10SCALE: 3" = 1'-0"A6.71HEAD - SLIDING GLASS DOOR6SCALE: 3/8" = 1'-0"A6.71EXHAUST OUTLET CLEARANCE11 SOG PER PLANSTHRESHOLDCONC WALKWAY PER PLANSEXPANSION JOINTJAMB BEYOND1/4" MAXDOOR PER SCHEDULERAINSCREEN BATTENWRB / FLASHNG SEQUENCE PERBLDG. ENVELOPE DRAWINGSEXTERIOR WALL PER PLANSJ-MOULD TRIMW/ PVA PRIMERCAULK JOINT, TYP.DOOR FRAME PER MANUF.5/8" TYPE 'X' GWBSIDING PER ELEVRAINSCREEN BATTENHEAD 'Z' FLASHINGWRB / FLASHNG SEQUENCE PERBLDG. ENVELOPE DRAWINGSEXTERIOR WALL PER PLANSSIDING PER ELEVDOOR FRAME PER MANUF.W/ PVA PRIMER5/8" TYPE 'X' GWBWINDOW TRIM PER ELEVEXTERIOR 5/8" TYPE 'X' GWB,WHERE OCCURS PER PLANSDOOR PER SCHEDULEWALL ASSEMBLY PER PLANS5/8" GWB5/8" GWBBASEBOARD BELOWBASEBOARD BELOWDOOR PER SCHEDULESHIMWRAP GWBPER WALL TYPECAULK EXPOSED EDGE AT BASE TYP.BIFOLD DOOR PERSCHEDULEDOOR BOTTOM GUIDEFINISH FLOORHALLOW METAL FRAMEBASE TRIM PER FINISH SCHEDULEFINISH FLOORWALL ASSEMBLY PER PLANS5/8" GWB5/8" GWBBASEBOARD BELOWBASEBOARD BELOWDOOR PER SCHEDULESHIMWRAP GWBPER WALL TYPECAULK EXPOSED EDGE AT BASE TYP.DOOR PER SCHEDULE(UNIT)(CORRIDOR)CORRIDOR TRIMCORRIDOR TRIMDOOR FRAME PER MANUF.UNIT TRIMUNIT TRIMTHRESHOLD PER MANUF.FINISH FLOORDOOR FRAME PER MANUF.DOOR PER SCHEDULESHIMWALL ASSEMBLY PER PLANSCORRIDOR TRIMUNIT TRIM(UNIT)(CORRIDOR).DOOR FRAME PER MANUF.DOOR PER SCHEDULESHIMWALL ASSEMBLY PER PLANS5/8" TYPE 'X' GWB1/2" AIR SPACE w/ RC CHANNELSCORRIDOR TRIMUNIT TRIM(UNIT)(CORRIDOR)PAINTEDEA SIDEHOLLOW METAL DOOR PER MANUF.WALL ASSEMBLY PER PLANSMETAL FRAME PER MANUF.5/8" GWBPAINTEDEA SIDESLIDING GLASS PARTITION PER PLANSBOTTOM GUIDE AT SLIDING GLASSPARTITION BY MANUF.FINISH FLOOR PER PLANSTHRESHOLD REQ'D<1/4" = NO1:2 BEVEL STRIP REQUIRED WHERETHRESHOLD HEIGHT IS BETWEEN 1/4"TO 1/2"..FINISHED FLOORING PER PLANSDOOR FRAME PER MANUF.DOOR PER SCHEDULEVARIESSHIMWALL ASSEMBLY PER PLANSCORRIDOR TRIM5/8" TYPE 'X' GWB1/2" AIR SPACE w/ R-CHANNELS5/8" TYPE 'X' GWB(UNIT)(CORRIDOR)UNIT TRIMBYPASS DOOR PERSCHEDULEDOOR BOTTOM GUIDEFINISH FLOORWALL PER PLANSTRIM PER FINISH SCHEDULEPER WALL TYPEBYPASS DOOR PER SCHEDULEWRAPGWBSHIM5/8" GWB, EA SIDEWALL PER PLANS5/8" GWBL-METAL AT GWBPER WALL TYPEBIFOLD DOOR PERSCHEDULEWRAP GWBSHIMDOOR TRIMPER FINISHSCHEDULEBASE TRIM PERFINISH SCHEDULEFINISH FLOORUNIT INTERIOR DOOR / ENTRYUNIT BYPASS DOORALIGNTRIM PER FINISHSCHEDULE(INTERIOR SIDE)DOOR PER SCHEDULEWALL ASSEMBLY PER PLANSDOOR FRAME PER MANUF.5/8" GWB5/8" GWB© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:09 PMDETAILS -DOORSA6.811545BJPLVO / WEL12/29/15BUILDING PERMITSCALE: 3" = 1'-0"A6.81DHSJ - SILL - HM DOOR @ CONC SLAB1SCALE: 3" = 1'-0"A6.81JAMB - HM DOOR AT EXTERIOR11SCALE: 3" = 1'-0"A6.81HEAD - HM DOOR AT EXTERIOR6SCALE: 3" = 1'-0"A6.81JAMB - TYP. BYPASS / FOLDING DOOR14SCALE: 3" = 1'-0"A6.81TYP. BIFOLD DOOR TRACK3SCALE: 1/2" = 1'-0"A6.81ELEVATION - COMMON AREA DOOR19SCALE: 3" = 1'-0"A6.81JAMB - TYP. BIFOLD DOOR13SCALE: 3" = 1'-0"A6.81SILL - UNIT ENTRY DOOR2SCALE: 3" = 1'-0"A6.81HEAD - UNIT ENTRY DOOR7SCALE: 3" = 1'-0"A6.81JAMB - UNIT ENTRY DOOR12SCALE: 3" = 1'-0"A6.81JAMB - HM DOOR AT INTERIOR, HEAD SIM.16SCALE: 6" = 1'-0"A6.81SLIDING DOOR TRACK THRESHOLD17SCALE: 3" = 1'-0"A6.81ENTRY DOOR AT CORRIDOR15SCALE: 3" = 1'-0"A6.81TYP. BYPASS DOOR TRACK4SCALE: 3" = 1'-0"A6.81HEAD - TYP. BYPASS DOOR9SCALE: 3" = 1'-0"A6.81HEAD - TYP. BIFOLD DOOR8SCALE: 1/2" = 1'-0"A6.81ELEVATION - UNIT INTERIOR DOOR18SCALE: 3" = 1'-0"A6.81JAMB - INTERIOR DOOR (HEAD SIM.)20 UPDNUPUPDNUP9JW.312 HRW.312 HR2 HRW.312 HRW. 23NR-FRTW87J.23'-8" CLR MIN TYP3' - 11 1/8"1' - 11"RUN7' - 4"3'-8" MINLANDING5' - 3"3'-8" MIN CLRLANDING3' - 8 1/2"3'-8" MIN CLR3' - 11 1/8"R @TREAD DEPTH0' - 6 11/32"18WOOD STAIRS0' - 11"16' - 3 1/2" CLEAR8' - 3" CLEAR7A7.01-ER 3 ' - 8 "R 3' - 8"4"1. SEE DOOR SCHEDULE FOR DOORS TO BE LOCKED FROM THESTAIRWAY SIDE. DOORS TO BE LOCKED FROM THE STAIRWAY SIDE MUSTBE CAPABLE OF BEING UNLOCKED SIMULTANEOUSLY WITHOUTUNLATCHING UPON A SIGNAL FROM THE FIRE COMMAND CENTER PERIBC 403.5.3 AND IFC 508.1.5 / 7. STAIRWAY DOORS MUST ALSO UNLOCKAUTOMATICALLY UPON ACTIVATION OF THE FIRE ALARM SYSTEM WHENPHASED ACTIVATION IS UTILIZED.2. PER IBC 1008.1.4 SPECIAL DOORS, STAIR DOORS AT RESIDENTIALCORRIDORS, PER DOOR SCHEDULE, SHALL BE EQUIPPED WITH ANELECTROMAGNETIC LOCK CONNECTED TO THE FIRE ALARM SYSTEM,AND AUTOMATICALLY UNLOCK IN ALARM MODE.3. 12" MIN RAILING EXTENSION AT ALL STAIR LANDINGS4. ADD 5/8" TYPE X GWB AT EW.1 ADJACENT TO W.31 LOCATIONS TOMAINTAIN UNIFORM SHAFT DIMENSIONS AT ALL LEVELS.5.WALL MOUNTED HANDRAIL PER 6&7/A7.91 AT WOOD STAIRS, R4 PER19/A5.1 AT TYPE 1A STAIRS, TYP6.STAIR AND RAILING COMPONENTS AT S4 TO BE GALV. STEEL.STAIR GENERAL NOTESOPERATION DESCRIPTION:A. FREE EGRESS TO STAIR FROM CORRIDOR AT ALL TIMES BY LEVERTRIM.B. THE EMERGENCY LOCK IS NORMALLY LOCKED FROM STAIR SIDE TOCONTROL ACCESS TO RESIDENTIAL CORRIDORS.C. THE EMERGENCY LOCK IS CONNECTED TO FIRE ALARM SYSTEM, ANDWILL AUTOMATICALLY UNLOCK WHEN ALARM IS ACTIVATED OR LOSS OFPRIMARY POWER. DOORS WILL REMAIN UNLOCKED UNTIL THE POWER ISRESTORED.3. ALL INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCEWITH 2012 IBC SECTIONS 909.20 AND 909.11.9JW.312 HRW.312 HRW.312 HR2 HRW. 23NR-FRTW87J.23'-8" CLR MIN TYP3' - 11"3'-8" CLR MIN TYP3' - 11"3'-8" MINLANDING5' - 3"7' - 4" RUN3'-8" MINLANDING3' - 8 1/2"4"1' - 11"R @TREAD DEPTH0' - 6 11/32"18WOOD STAIRS0' - 11"16' - 3 1/2" CLEAR8' - 3" CLEAR7A7.01-ER 3 ' - 8 "R 3' - 8"5LM4A7.01-E2 HRW.322 HRW.322 HRW.342 HRW. 23NR-FRTWDISCHARGE@ LANDING46 1/2"3'-8" MIN CLRLANDING3' - 10 1/8"7' - 4" RUN3'-8" MIN CLRLANDING4' - 11"3'-8" MIN CLR3' - 11 1/8"3'-8" MIN CLR3' - 11 1/16"R @TREAD DEPTH0' - 6 11/32"18WOOD STAIRS0' - 11"1' - 11"8' - 3" CLEAR1' - 11"16' - 0 1/2" CLEARR 3' - 8"R 3' - 8"2A4.01EAST - LEVEL 5415' - 9"EAST - LEVEL 4406' - 3"EAST - LEVEL 3396' - 9"EAST - LEVEL 2387' - 3"EAST ROOF T.O.P424' - 2 3/8"59' - 6"9' - 6"9' - 6"F.10F.10F.104EAST BLDG -HEIGHT LIMIT427' - 1 3/32"8' - 5 3/8"5LM4A7.01-E2 HRW.322 HRW.322 HRW.342 HRW. 23NR-FRTW43'-8" MIN CLRLANDING3' - 10 1/8"7' - 4" RUN3'-8" MIN CLRLANDING4' - 11"3'-8" MIN CLR3' - 11 1/8"3'-8" MIN CLR3' - 11 3/4"R @TREAD DEPTH0' - 6 11/32"18WOOD STAIRS0' - 11"1' - 11"8' - 3" CLEAR16' - 0 1/2" CLEAR6 1/2"R 3' - 8"R 3' - 8"9EAST - LEVEL 5415' - 9"EAST - LEVEL 4406' - 3"EAST - LEVEL 3396' - 9"EAST - LEVEL 2387' - 3"EAST ROOF T.O.P424' - 2 3/8"EAST - LEVEL 1377' - 9"8742" MIN8' - 5 3/8"9' - 6"9' - 6"9' - 6"9' - 6"5LM4A7.01-EALTERNATINGTREAD DEVICE3'-8" MIN CLR3' - 11 1/8"W.322 HRW.342 HRW.322 HRW. 23NR-FRTW1' - 11"8' - 3" CLEAR3'-8" MIN CLRLANDING4' - 11"© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:11 PMSTAIRS - STAIRE1 + E2 - DETAILPLANS /SECTIONA7.01-E1545BJPLVO / SAW12/29/15BUILDING PERMITSCALE: 1/4" = 1'-0"A7.01-ESTAIR E1 - LEVEL 15SCALE: 1/4" = 1'-0"A7.01-ESTAIR E1 - LEVEL 2 (LEVELS 3,4,5 SIM)6SCALE: 1/4" = 1'-0"A7.01-ESTAIR E2 - LEVEL 21KEYNOTESSCALE: 1/4" = 1'-0"A7.01-ESTAIR E2 - N/S SECTION4SCALE: 1/4" = 1'-0"A7.01-ESTAIR E2 - LEVELS 3&42SCALE: 1/4" = 1'-0"A7.01-ESTAIR E1 - N/S SECTION7SCALE: 1/4" = 1'-0"A7.01-ESTAIR E2 - LEVEL 53 UPDNUP9107A7.01-WC871' - 11"3'-8" MIN CLRLANDING4' - 2"7' - 4" RUN3'-8" MIN CLRLANDING4' - 10 5/8"16' - 4 5/8" CLEAR8' - 3 1/2" CLEAR3'-8" MIN CLR3' - 11 7/8"3'-8" MIN CLR3' - 10 7/8"W.322 HRW.312 HRW.312 HR2 HR5 5/16"R @TREAD DEPTH0' - 6 11/32"18WOOD STAIRS0' - 11"W. 23NR-FRTWR 3 ' - 8 "R 3' - 8"1. SEE DOOR SCHEDULE FOR DOORS TO BE LOCKED FROM THESTAIRWAY SIDE. DOORS TO BE LOCKED FROM THE STAIRWAY SIDE MUSTBE CAPABLE OF BEING UNLOCKED SIMULTANEOUSLY WITHOUTUNLATCHING UPON A SIGNAL FROM THE FIRE COMMAND CENTER PERIBC 403.5.3 AND IFC 508.1.5 / 7. STAIRWAY DOORS MUST ALSO UNLOCKAUTOMATICALLY UPON ACTIVATION OF THE FIRE ALARM SYSTEM WHENPHASED ACTIVATION IS UTILIZED.2. PER IBC 1008.1.4 SPECIAL DOORS, STAIR DOORS AT RESIDENTIALCORRIDORS, PER DOOR SCHEDULE, SHALL BE EQUIPPED WITH ANELECTROMAGNETIC LOCK CONNECTED TO THE FIRE ALARM SYSTEM,AND AUTOMATICALLY UNLOCK IN ALARM MODE.3. 12" MIN RAILING EXTENSION AT ALL STAIR LANDINGS4. ADD 5/8" TYPE X GWB AT EW.1 ADJACENT TO W.31 LOCATIONS TOMAINTAIN UNIFORM SHAFT DIMENSIONS AT ALL LEVELS.5.WALL MOUNTED HANDRAIL PER 6&7/A7.91 AT WOOD STAIRS, R4 PER19/A5.1 AT TYPE 1A STAIRS, TYP6.STAIR AND RAILING COMPONENTS AT S4 TO BE GALV. STEEL.STAIR GENERAL NOTESOPERATION DESCRIPTION:A. FREE EGRESS TO STAIR FROM CORRIDOR AT ALL TIMES BY LEVERTRIM.B. THE EMERGENCY LOCK IS NORMALLY LOCKED FROM STAIR SIDE TOCONTROL ACCESS TO RESIDENTIAL CORRIDORS.C. THE EMERGENCY LOCK IS CONNECTED TO FIRE ALARM SYSTEM, ANDWILL AUTOMATICALLY UNLOCK WHEN ALARM IS ACTIVATED OR LOSS OFPRIMARY POWER. DOORS WILL REMAIN UNLOCKED UNTIL THE POWER ISRESTORED.3. ALL INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCEWITH 2012 IBC SECTIONS 909.20 AND 909.11.WEST - LEVEL 3382' - 3"WEST - LEVEL 4391' - 9"WEST - LEVEL 5401' - 3"WEST ROOF T.O.P409' - 8 3/8"WEST - LEVEL 2372' - 9"9WEST - LEVEL 1363' - 3"9' - 6"9' - 6"9' - 6"9' - 6"87WEST BLDG -HEIGHT LIMIT411' - 4 3/16"W.322 HR2 HR42" MIN8' - 5 3/8"97A7.01-WC871' - 11"8' - 3 1/2" CLEAR16' - 3 1/2" CLEAR3'-8" MIN CLR3' - 10 7/8"3'-8" MIN CLRLANDING4' - 0 7/8"7' - 4" RUN3'-8" MIN CLRLANDING4' - 10 5/8"W.322 HRW.312 HR2 HRW.312 HRR @TREAD DEPTH0' - 6 11/32"18WOOD STAIRS0' - 11"W. 23NR-FRTWR 3' - 8"R 3' - 8"WEST - LEVEL 3382' - 3"WEST - LEVEL 4391' - 9"WEST - LEVEL 5401' - 3"2A4.01WEST ROOF T.O.P409' - 8 3/8"WEST - LEVEL 2372' - 9"5WEST - LEVEL 1363' - 3"4WEST BLDG -HEIGHT LIMIT411' - 4 3/16"1A4.10-W8' - 5 3/8"9' - 6"9' - 6"9' - 6"9' - 6"5FE4A7.01-WALTERNATINGTREAD DEVICE3'-8" MIN CLR3' - 11"W.312 HRW.312 HRW.312 HRW. 23NR-FRTW5FE44A7.01-W3'-8" MIN CLRLANDING3' - 10 1/2"8' - 3" RUN3'-8" MIN CLRLANDING3' - 11"16' - 0 1/2" CLEAR8' - 3" CLEAR3'-8" MIN CLR3' - 11 1/8"W.312 HRW.312 HRW.312 HR2 HRW. 23NR-FRTW1' - 11"R 3' - 8"5FE44A7.01-W3'-8" MIN CLRLANDING4' - 6 1/2"7' - 7" RUN3'-8" MIN CLRLANDING3' - 11"8' - 3" CLEAR16' - 0 1/2" CLEARR 3' - 8"1' - 11"W.312 HR2 HRW.312 HRW.312 HR3'-8" MIN CLR3' - 11 1/8"3'-8" MIN CLR3' - 11 1/8"R 3' - 8"DISCHARGE @LANDING, LEVEL 2ONLY© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:14 PMSTAIRS - STAIRW1 + W2 -DETAIL PLANS /SECTIONA7.01-W1545BJPLVO / SAW12/29/15BUILDING PERMITSCALE: 1/4" = 1'-0"A7.01-WSTAIR W1 - LEVEL 2 (LEVELS 3,4,5 SIM)6KEYNOTESSCALE: 1/4" = 1'-0"A7.01-WSTAIR W1 - N/S SECTION7SCALE: 1/4" = 1'-0"A7.01-WSTAIR W1 - LEVEL 15SCALE: 1/4" = 1'-0"A7.01-WSTAIR W2 - N/S SECTION4SCALE: 1/4" = 1'-0"A7.01-WSTAIR W2 - LEVEL 53SCALE: 1/4" = 1'-0"A7.01-WSTAIR W2 - LEVEL 11SCALE: 1/4" = 1'-0"A7.01-WSTAIR W2 - LEVEL 2 (LEVELS 3,4 SIM)8 1. SBC SECTION 3022 AND ASME SECTIONS 2.7 AND 2.8. PIPES, DUCTS, CONDUITS, AND EQUIPMENT NOTUSED FOR THE OPERATION OF THE ELEVATORS ARE PROHIBITED IN MACHINE ROOM ANDHOISTWAYS.2. SBC 3020. MAINTAIN ALL REQUIRED WORKING CLEARANCES IN MACHINE ROOM.3. ASME RULE 2.2.2. WATERPROOF AS NECESSARY TO PREVENT ENTRY OF GROUND WATER. SUMPPUMPS MAY BE INSTALLED FOR FLOOD CONTROL BUT NOT APPROVED TO MAINTAIN A DRY PIT.4. SBC 3023, ASME RULE 2.2.4. PROVIDE PIT LADDER.5. ASME RULE 2.7.5.2. PROVIDE MACHINE ROOM VENTILATION.6. SBC 3016.5. PROVIDE HOISTWAY VENTILATION. PROVIDE MOTORIZED DAMPERS AS REQUIRED BYSEATTLE ENERGY CODE 1412.4.1 FOR ALL HOISTWAY VENTS.7. SBC 3016.3. COMPLY WITH SEISMIC REQUIREMENTS.8. ASME RULE 2.7.4. PROVIDE 7’-0’ CLEAR HEADROOM IN MACHINE ROOM.9. SBC 3016.4. AND CHAPTER 11; ACCOMMODATE PEOPLE WITH DISABILITIES.10. ASME SECTION 2.4 AND 3.4. PROVIDE PROPER TOP CAR RUNBYS, CLEARANCES AND REFUGE SPACE.11. ASME RULE 2.1.1.2 AND 2.11.14. GROUT ALL MASONRY JAMBS AND HEADERS TO RETAIN FIRE RATINGOF HOISTWAY. IN OTHER THAN MASONRY, PROVIDE LABELED ENTRANCE ASSEMBLIES INSTALLED ASTESTED.12. SBC 3020. GROUT BEHIND ALL HOISTWAY PENETRATIONS FOR PIPES, FIXTURES, ETC.13. SBC 3016.5 ELEVATOR HOISTWAYS SHALL NOT BE VENTED OR PRESSURIZED THROUGH ELEVATORMACHINE ROOMS.14. SBC 3016.5.4 VENTILATION AND PRESSURIZATION EQUIPMENT, DUCTS, ETC. CANNOT BE LOCATED INELEVATOR MACHINE ROOMS, HOISTWAYS, OR SPACES.15. ASME RULES 2.1.1.2 AND 2.14.1.8 GLASS USED IN OR ON ELEVATOR HOISTWAYS AND CARS MUST BELAMINATED AND MEET THE REQUIREMENTS OF ASME Z97.116. SBC 106 PROVIDE CALCULATIONS AND DRAWINGS TO DPD FOR APPROVAL OF THE STRESSES ASNOTED IN THE APPLICABLE RULES OFASME SECTION 2.9.- INSTALLATION SHALL COMPLY WITH ALL APPLICABLE ASME CODES, SEATTLEBUILDING CODES, SEATTLE ELECTRICAL CODES AND ELEVATOR CODES ADOPTEDBY REFERENCE APPLY.- EACH CONVEYANCE REQUIRES A SEPARATE PERMIT WITH DETAILEDINSTALLATION PLANS AND SHALL BE INSTALLED BY A WASHINGTON STATELICENSED ELEVATOR CONTRACTOR.17. ASME SECTION 2.6. PROVIDE CALCULATIONS TO DPD FOR APPROVAL OF THE ABILITY OF THE PITFLOOR AND STRUCTURE TO WITHSTAND THE ELEVATOR BUFFER ENGAGEMENT REACTIONS.18. ASME 2.27.1. PROVIDE MEANS OF TWO-WAY CONVERSATION BETWEEN EACH ELEVATOR AND AREADILY ACCESSIBLE POINT (MAIN ELEVATOR LOBBY) OUTSIDE THE HOISTWAY.19. ASME 2.27.1.1.2 THIS STRUCTURE IS CONSIDERED AS UNATTENDED, AND AN ADDITIONAL EMERGENCYSIGNALING DEVICES SHALL BE PROVIDED (PHONE TO ANSWERING SERVICE).20. ASME 2.27.1.1.5 PROVIDE AN EMERGENCY POWER SUPPLY FOR THE DEVICES REQUIRED BY 2.27.1 THESUPPLY SHALL BE CAPABLE OF OPERATING THE AUDIBLE DEVICE FOR AT LEAST ONE HOUR ANDTHE MEANS OF A TWO-WAY CONVERSATION FOR AT LEAST FOUR HOURS.21. SBC 3016.9. INSTALL APPROVED KEY RETAINER BOX, KEYED TO THE SECURE CITY KEY.22. SBC 3016.10 KEYS REQUIRED FOR THE OPERATION OF ELEVATOR, FIRE EMERGENCY SERVICE, THEMACHINE ROOM AND THE MECHANICAL HOISTWAY ACCESS KEY SHALL BE TAGGED AND KEPT INTHE KEY BOX.23. COMPLY WITH APPLICABLE CODES.ELEVATOR NOTESELEVATOR GENERAL NOTES:NOTE:6J8' - 6" F.O.S.F.O.S.4"10' - 2" F.O.S.4A0.047J.24SK.014A7.02-E5A7.02-E6J8' - 6" F.O.S.10' - 2" F.O.S.F.O.S.4"4A0.047J.24SK.014A7.02-E5A7.02-E6J8' - 6" F.O.S.F.O.S.7"10' - 2" F.O.S.4A0.047' - 0"3' - 4"7J.24SK.014A7.02-E5A7.02-EEAST - LEVEL 5415' - 9"EAST - LEVEL 4406' - 3"EAST - LEVEL 3396' - 9"EAST - LEVEL 2387' - 3"EAST ROOF T.O.P424' - 2 3/8"JEAST - LEVEL 1377' - 9"J.2EAST BLDG -HEIGHT LIMIT427' - 1 3/32"7A7.01-E4A7.02-E9' - 6"9' - 6"9' - 6"9' - 6"8' - 5 3/8"1A4.01EAST - LEVEL 5415' - 9"EAST - LEVEL 4406' - 3"EAST - LEVEL 3396' - 9"EAST - LEVEL 2387' - 3"EAST ROOF T.O.P424' - 2 3/8"6EAST - LEVEL 1377' - 9"4A0.047EAST BLDG -HEIGHT LIMIT427' - 1 3/32"4SK.011A4.20-E5A7.02-E8' - 5 3/8"9' - 6"9' - 6"9' - 6"9' - 6"© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:17 PMEAST ELEVATOR- DETAIL PLANS /SECTIONA7.02-E1545BJPLVO12/29/15BUILDING PERMITSCALE: 1/4" = 1'-0"A7.02-EEAST ELEVATOR - LEVEL 11SCALE: 1/4" = 1'-0"A7.02-EEAST ELEVATOR - LEVEL 2 - TYPICAL PLAN2SCALE: 1/4" = 1'-0"A7.02-EEAST ELEVATOR STRETCHER CLR. COMPLIANCE3SCALE: 1/4" = 1'-0"A7.02-EEAST ELEVATOR - E/W SECTION5SCALE: 1/4" = 1'-0"A7.02-EEAST ELEVATOR - N/S SECTION4 1. SBC SECTION 3022 AND ASME SECTIONS 2.7 AND 2.8. PIPES, DUCTS, CONDUITS, AND EQUIPMENT NOTUSED FOR THE OPERATION OF THE ELEVATORS ARE PROHIBITED IN MACHINE ROOM ANDHOISTWAYS.2. SBC 3020. MAINTAIN ALL REQUIRED WORKING CLEARANCES IN MACHINE ROOM.3. ASME RULE 2.2.2. WATERPROOF AS NECESSARY TO PREVENT ENTRY OF GROUND WATER. SUMPPUMPS MAY BE INSTALLED FOR FLOOD CONTROL BUT NOT APPROVED TO MAINTAIN A DRY PIT.4. SBC 3023, ASME RULE 2.2.4. PROVIDE PIT LADDER.5. ASME RULE 2.7.5.2. PROVIDE MACHINE ROOM VENTILATION.6. SBC 3016.5. PROVIDE HOISTWAY VENTILATION. PROVIDE MOTORIZED DAMPERS AS REQUIRED BYSEATTLE ENERGY CODE 1412.4.1 FOR ALL HOISTWAY VENTS.7. SBC 3016.3. COMPLY WITH SEISMIC REQUIREMENTS.8. ASME RULE 2.7.4. PROVIDE 7’-0’ CLEAR HEADROOM IN MACHINE ROOM.9. SBC 3016.4. AND CHAPTER 11; ACCOMMODATE PEOPLE WITH DISABILITIES.10. ASME SECTION 2.4 AND 3.4. PROVIDE PROPER TOP CAR RUNBYS, CLEARANCES AND REFUGE SPACE.11. ASME RULE 2.1.1.2 AND 2.11.14. GROUT ALL MASONRY JAMBS AND HEADERS TO RETAIN FIRE RATINGOF HOISTWAY. IN OTHER THAN MASONRY, PROVIDE LABELED ENTRANCE ASSEMBLIES INSTALLED ASTESTED.12. SBC 3020. GROUT BEHIND ALL HOISTWAY PENETRATIONS FOR PIPES, FIXTURES, ETC.13. SBC 3016.5 ELEVATOR HOISTWAYS SHALL NOT BE VENTED OR PRESSURIZED THROUGH ELEVATORMACHINE ROOMS.14. SBC 3016.5.4 VENTILATION AND PRESSURIZATION EQUIPMENT, DUCTS, ETC. CANNOT BE LOCATED INELEVATOR MACHINE ROOMS, HOISTWAYS, OR SPACES.15. ASME RULES 2.1.1.2 AND 2.14.1.8 GLASS USED IN OR ON ELEVATOR HOISTWAYS AND CARS MUST BELAMINATED AND MEET THE REQUIREMENTS OF ASME Z97.116. SBC 106 PROVIDE CALCULATIONS AND DRAWINGS TO DPD FOR APPROVAL OF THE STRESSES ASNOTED IN THE APPLICABLE RULES OFASME SECTION 2.9.- INSTALLATION SHALL COMPLY WITH ALL APPLICABLE ASME CODES, SEATTLEBUILDING CODES, SEATTLE ELECTRICAL CODES AND ELEVATOR CODES ADOPTEDBY REFERENCE APPLY.- EACH CONVEYANCE REQUIRES A SEPARATE PERMIT WITH DETAILEDINSTALLATION PLANS AND SHALL BE INSTALLED BY A WASHINGTON STATELICENSED ELEVATOR CONTRACTOR.17. ASME SECTION 2.6. PROVIDE CALCULATIONS TO DPD FOR APPROVAL OF THE ABILITY OF THE PITFLOOR AND STRUCTURE TO WITHSTAND THE ELEVATOR BUFFER ENGAGEMENT REACTIONS.18. ASME 2.27.1. PROVIDE MEANS OF TWO-WAY CONVERSATION BETWEEN EACH ELEVATOR AND AREADILY ACCESSIBLE POINT (MAIN ELEVATOR LOBBY) OUTSIDE THE HOISTWAY.19. ASME 2.27.1.1.2 THIS STRUCTURE IS CONSIDERED AS UNATTENDED, AND AN ADDITIONAL EMERGENCYSIGNALING DEVICES SHALL BE PROVIDED (PHONE TO ANSWERING SERVICE).20. ASME 2.27.1.1.5 PROVIDE AN EMERGENCY POWER SUPPLY FOR THE DEVICES REQUIRED BY 2.27.1 THESUPPLY SHALL BE CAPABLE OF OPERATING THE AUDIBLE DEVICE FOR AT LEAST ONE HOUR ANDTHE MEANS OF A TWO-WAY CONVERSATION FOR AT LEAST FOUR HOURS.21. SBC 3016.9. INSTALL APPROVED KEY RETAINER BOX, KEYED TO THE SECURE CITY KEY.22. SBC 3016.10 KEYS REQUIRED FOR THE OPERATION OF ELEVATOR, FIRE EMERGENCY SERVICE, THEMACHINE ROOM AND THE MECHANICAL HOISTWAY ACCESS KEY SHALL BE TAGGED AND KEPT INTHE KEY BOX.23. COMPLY WITH APPLICABLE CODES.ELEVATOR NOTESELEVATOR GENERAL NOTES:NOTE:67A7.01-W4A0.04CC.274SK.014A7.02-W5A7.02-W67A7.01-W4A0.04C74SK.014A7.02-W5A7.02-WWEST - LEVEL 3382' - 3"WEST - LEVEL 4391' - 9"WEST - LEVEL 5401' - 3"WEST ROOF T.O.P409' - 8 3/8"WEST - LEVEL 2372' - 9"WEST - LEVEL 1363' - 3"CWEST BLDG -HEIGHT LIMIT411' - 4 3/16"4A7.02-WW.322 HRW.362 HR9' - 6"9' - 6"9' - 6"9' - 6"8' - 5 3/8"WEST - LEVEL 3382' - 3"WEST - LEVEL 4391' - 9"WEST - LEVEL 5401' - 3"1A4.01WEST ROOF T.O.P409' - 8 3/8"WEST - LEVEL 2372' - 9"6WEST - LEVEL 1363' - 3"4A0.047WEST BLDG -HEIGHT LIMIT411' - 4 3/16"4SK.015A7.02-WW.322 HRW.322 HR8' - 5 3/8"9' - 6"9' - 6"9' - 6"9' - 6"67A7.01-W4A0.04C74SK.014A7.02-W5A7.02-W3' - 4"7' - 0"© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:18 PMWESTELEVATOR -DETAIL PLANS /SECTIONA7.02-W1545BJPLVO / SAW12/29/15BUILDING PERMITSCALE: 1/4" = 1'-0"A7.02-WWEST ELEVATOR - LEVEL 11SCALE: 1/4" = 1'-0"A7.02-WWEST ELEVATOR - LEVEL 2 - TYPICAL PLAN2SCALE: 1/4" = 1'-0"A7.02-WWEST ELEVATOR - E/W SECTION5SCALE: 1/4" = 1'-0"A7.02-WWEST ELEVATOR - N/S SECTION4SCALE: 1/4" = 1'-0"A7.02-WWEST ELEVATOR STRETCHER CLR. COMPLIANCE3 (PER SBC 1009.13.1)AS REQUIRED TO CREATE 16 SF CLEAR OPENING(30" MIN PER SBC 1009.13.1)3' WIDEMETAL COVER WITH TURNHANDLE, INSULATE AS REQ'DMOUNT HANDRAIL ON COVERFOR ACCESS LADDER / STAIRROOF HATCH ASSEMBLY w/ LADDER,INSTALL PER MANUF. REQ'TSPROVIDE P.T. CANT STRIP, ROOFING,AND FLASHING PER TYP. ROOFINGDETAILSFIXED LADDER PER DETAILSALLIGN W/ NOSING OF LANDING1-1/4" DIA. WOOD HANDRAIL ATUNITS, PAINTED METAL ATCOMMON AREAS, TYPMOUNTING BRACKETS EVENLYSPACED 4'-0" O.C. MAX2'-10" TYPVARIESLINE OF STAIR NOSING1 TREAD (0'-11")12" TYPNOTE:TOP OF HANDRAIL EXTENSIONSHALL NOT BE PLACED LESSTHAN 34 INCHES NOR MORE THAN38 INCHES ABOVE THE LANDINGAND THE NOSING OF TREADSLANDING LEVEL8A7.91NOTE:ALL HANDRAIL ENDS TO BERETURNED TO WALL, TYP.1-1/4" DIA RAILING WITHRADIUSED TRANSITIONS ANDRETURNS, WOOD AT UNITSPAINTED METAL AT COMMONAREAS, TYP.ALL BRACKETS ATTACHEDWITH 3/8" LAG STUDS TOBLOCKING AS SHOWN2X4 BLOCKING+34" ABOVE STAIR NOSING, TYP.WALL ASSEMBLY &CLADDING PER PLANBE2.039MEMBRANE OVER SUBSTRATE PER SPECSSTEEL PLATE NOSING / RISER ATBALCONY EDGE, FLUSH TO BALCONYAND ATTACH TO STRINGERSBEAM PER STRUCTURALC-CHANNEL STRINGERANGLE TREAD SUPPORTPRE-CAST CONCRETE TREAD/RISERTYPICAL EGRESSBALCONY EDGEMETAL FLASHINGDETAILINGSIMC-CHANNEL STRINGERPRE-CAST CONCRETE TREAD/RISERPRECAST CONCRETE LANDINGANGLE FOR TREAD SUPPORT7" MAX11" MIN15/16"C-CHANNEL STRINGERLANDING SUPPORTC-CHANNEL STRINGERPRE-CAST CONCRETETREAD / RISERCONCRETE SLAB PERSTRUCTURALANCHOR PER STRUCTURALANGLE FOR TREAD SUPPORT7" MAX11" MIN15/16"PRE-CAST PAVERS PER PLANTYP.11" O.C.11"7"1' - 8"4'-0" N .T.S.SECTIONELEVATIONFIN. FL. /TOP OF ROOF SURFACESTEEL ANGLE - WELD TO STRINGER &SECURE TO WALL W/ EXP. BOLT,PAINT FINISH3/8" x 2-1/2" STEEL STRINGERS, PAINTFINISH3/4" STEEL RUNG, EXTEND RUNGSTHRU STRINGERS AND WELD, PAINTFINISH2-1/2"x2-1/2"x1/4"x0'-2-1/2" STEELANGLES, WELD TO STRINGERS ANDBOLT TO CONC. FLOOR, PAINT FINISH4'-0" MAXANCHOR SCREWS INTOBLOCKING AT STUD WALL,SEE DETAIL THIS SHEET1-1/4" DIA. WOOD HANDRAIL ATUNITS, PAINTED METAL ATCOMMON AREAS, TYP1 1/2"2"8A7.91ELEVATOR DOORSTEEL JAMB FRAME BY ELEVATORMANUFACTURERELEVATOR SHAFTWALL ASSEMBLYSTOP BEAD & SEALANT AT FRAME, TYPELEVATOR SILL BEYONDELEVATOR SILL ANGLE BEYONDWALLPERPLANSINFILL WALL AT ROUGH OPENINGELEVATOR SILL ANGLE BEYONDELEVATOR DOORSTEEL JAMB FRAME BY ELEVATORMANUFACTURERELEVATOR SHAFTWALL ASSEMBLYELEVATOR SILL BEYONDSTOP BEAD & SEALANT AT FRAME, TYPWALLPERPLANSINFILL WALL AT ROUGH OPENINGWALL PER PLANSROUGH OPENINGINFILL WALL ATELEVATOR SHAFTWALL ASSEMBLYSTEEL DOOR TRACK BY ELEVATORMANUFACTURERROUGH OPENING EXTENTS PERELEVATOR MANUFACTURERELEVATOR DOORGWB WRAPSTEEL DOOR FRAME BYELEVATOR MANUFACTURERSTOP BEAD & SEALANT ATFRAME, TYPELEVATOR JAMB BEYONDELEVATOR DOORELEVATOR JAMB BEYONDFINISH FLOOR PER PLANSELEVATOR DOOR SILLSILL ANGLE FULL WIDTH OF SHAFT,COORD WITH ELEVATORMANUFACTURERTERMINATE SHAFT WALLCONSTRUCTION AT UNDERSIDE OFFLOOR SHEATHINGELEVATOR SHAFTWALL ASSEMBLYELEVATOR DOORELEVATOR JAMB BEYONDELEVATOR DOOR SILLSILL ANGLE FULL WIDTH OF SHAFT,COORD WITH ELEVATORMANUFACTURERCONCRETE PER STRUCTURALMIN2 1/2"FINISH FLOOR PER PLANSELEVATOR DOOR SILLEMERGENCYPHONECAR CONTROLSCAR POSITIONINDICATORINTERIOR CAB ELEVATIONANSI 407.4.7.2 / ANSI 703.215" TO 48"6' - 0" MIN7' - 0" DOOR HEIGHT2' - 11" MIN4' - 0" MAX5"2' - 0"..OF TACTILE CHARACTER5' - 0" TO BOTTOMFLOOR DESIGNATION TYPICALDOOR REOPENINGELEVATOR CALL CONTROLSVISIBLE DIRECTION SIGNALEMERGENCYCONTROLBUTTONS..ELEVATOR HOISTWAY ENTRANCEFRAMEELEVATOR SIGNAGEELEVATOR LOBBY ELEVATIONANSI 407.2ELEVATOR SIGNAGECEILING6'-8" TO 8'-0"4" TO 12"WALL ALARM W/SMOKE DETECTORWALL ALARMFINISH FLOORC-CHANNEL STRINGERANGLE SUPPORT FOR TREADPRE-CAST CONCRETE TREAD/RISERBEAM PER STRUCTURAL© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:20 PMDETAILS - STAIR/ ELEVATORA7.911545BJPLVO12/29/15BUILDING PERMITSCALE: 3/8" = 1'-0"A7.91ROOF HATCH16SCALE: 1 1/2" = 1'-0"A7.91HANDRAIL & RETURN - ELEVATION6SCALE: 6" = 1'-0"A7.91HANDRAIL SECTION8SCALE: 1 1/2" = 1'-0"A7.91MTL STAIR AT WOOD DECK - UPPER4SCALE: 1 1/2" = 1'-0"A7.91MTL STAIR AT LANDING3SCALE: 1 1/2" = 1'-0"A7.91MTL STAIR AT CONC. SLAB1SCALE: 3/4" = 1'-0"A7.91ELEV. PIT LADDER9SCALE: 1 1/2" = 1'-0"A7.91HANDRAIL & RETURN - PLAN7SCALE: 3" = 1'-0"A7.91JAMB - STRIKE @ ELEVATOR DOOR15SCALE: 3" = 1'-0"A7.91JAMB - ELEVATOR DOOR14SCALE: 3" = 1'-0"A7.91HEAD - ELEVATOR DOOR13SCALE: 3" = 1'-0"A7.91SILL - ELEV. SHAFT @ TYP. FLOOR11SCALE: 3" = 1'-0"A7.91SILL - ELEV. DOOR @ CONCRETE12SCALE: 3/8" = 1'-0"A7.91ELEVATOR SIGNAGE17SCALE: 1 1/2" = 1'-0"A7.91MTL STAIR AT WOOD DECK - LOWER2 WALL PER PLANSLANDSCAPE PER PLANSGRAVEL DRAINAGELANDSCAPING BLOCKSBE4.011312" APPROXAPPROX HT.6"FINISH FLOOR PER PLANSF.F.E. PER PLANS(HEATED)(HEATED)WALL PER PLANSWATERPROOFING PER BEDRAWINGS WHERE REQ'DFIN. FLOOR PER SCHEDULETJI PER STRUCTURALFULL DEPTH BLOCKING PERSTRUCTURAL DWGS, TYPWALL ASSEMBLYTYP. DEMISINGTYP. FLOOR / CEILING @ UNITS(UNIT)(UNIT)(UNIT)(UNIT)ROOFING AND UNDERLAYMENT PERBE DRAWINGSTAPERED WOOD TRUSSPER STRUCTURAL DWGS.BATT INSULATION PER PLAN5/8" TYPE 'X' GWB (2 LAYERS)TRUSS DEPTH VARIESWALL ASSEMBLYTYP. DEMISINGPVA VAPOR BARRIER PER BE DWGS.AIRPSPACE1" MIN6" MAXMAINTAIN AIRSPACE DIMENSIONSTYPICAL (ADD ADD'L BATT INSULATIONWHERE REQUIRED)CORIDOR WALL PER PLANSHEATHING PERSTRUCTURAL DWGSRC CHANNEL - 1/2" @ CORRIDORGWB PER WALL TYPE2X NAILERDEMISING WALL PER PLANSPER PLANSCORRIDOR WALL(CORRIDOOR)(UNIT)(UNIT)JOIST HANGER PER STRUCTURAL(NON-RATED)FURRED CEILINGRATED ASSEMBLY(CORRIDOR)(CORRIDOR)(UNIT)(UNIT)MEP BY OTHERSWALL ASSEMBLYTYP. CORRIDORWALL ASSEMBLYTYP. CORRIDORTYP. FLOOR/CEILING @ UNITSFULL DEPTH BLOCKING PERSTRUCTURAL DWGS, TYPROOFING AND UNDERLAYMENT PERBE DRAWINGSBATT INSULATION PER PLANS5/8" TYPE 'X' GWB (2 LAYERS)TAPERED WOOD TRUSS PERSTRUCTURAL DRAWINGSWALL ASSEMBLYTYP. CORRIDORPVA VAPOR BARRIER PER BE DWGS.AIRPSPACE1" MIN6" MAXMAINTAIN AIRSPACE DIMENSIONSTYPICAL (ADD ADD'L BATT INSULATIONWHERE REQUIRED)© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:21 PMDETAILS -ENVELOPE /INTERIORCONSTRUCTIONA8.221545BJPLVO / WEL12/29/15BUILDING PERMITSCALE: 1 1/2" = 1'-0"A8.22LEVEL 1 LANDSCAPE CURB AT FACADE1SCALE: 1 1/2" = 1'-0"A8.22DEMISING WALL AT SLAB ON GRADE2SCALE: 1 1/2" = 1'-0"A8.22DEMISING WALL AT TYP. FLOOR/ CEILING7SCALE: 1 1/2" = 1'-0"A8.22DEMISING WALL AT ROOF12SCALE: 1 1/2" = 1'-0"A8.22PLAN - CORRIDOR AT DEMISING WALL3SCALE: 1 1/2" = 1'-0"A8.22CORRIDOR WALL AT TYP. FLOOR/ CEILING8SCALE: 1 1/2" = 1'-0"A8.22CORRIDOR WALL AT ROOF TYP.13 DECKDECK2 X 12 CURBFLASHING3 1/2" X 3 1/2" P.T. CANTFRAMING PER STRUCTURALPENETRATIONS FOR VENTINGPER MANUFACTURERGWB PER FLOOR ASSEMBLYDETAILSSEEBE DWGSBE6.00128" MIN.PENETRATING ITEMPVC WATER CUT-OFF MASTIC BEHINDFLASHINGSTAINLESS CLAMPROOFING PIPE BOOTROOFING SLICE ADHESIV OR MFR'SAPPROVED TAPEROOFING LAP SEALANTROOFING MEMBRANE &UNDERLAYMENT PER SPECSEXT. SHEATHING PER STRUCT. PLANSBE6.0031'-0" MIN. N.T.S.TOP OF FLASHING CAPPEDPLUMBING VENT STACKSOFT METAL PIPE FLASHINGFOOFING CEMENTPIPE FLASHING FLANGE SET INROOFING CEMENTMEMBRANE STRIPPING PLYPRIMEFLASHING FLANGE BEFORE STRIPPINGROOFING MEMBRANE &UNDERLAYMENT PER SPECSEXT. SHEATHING PER STRUCT.PLANSBE6.0022% MINROOFING MEMBRANE o/ TAPEREDINSULATION, SLOPE PER PLANS15" ROOF DRAIN w/ COMBINED FLASH,COLLAR & GRAVEL STOP, CONNECTTO STORM DRAIN SYSTEMMEMBRANE FLASHING, SEAL TO DRAINBODY w/ FULL BED OF FTR #101SEALANT AND SECURED IN DRAINCLAMPING RING. CLAMPING RINGTO HAVE MIN. (4) FASTENERS15" OVERFLOW DRAIN w/ COLLAR, 2"MIN/ ABOVE LOW ROOF2"HEAT WELD, TYP(2" MIN)GALVANIZED ANNULARRING SHANK NAIL, TYPCANTSTRIP1'-6" N.T.S.1'-3" TYP (N.T.S.)/8BE6.00NOTE:REFER TO ENVELOPE DETAIL:© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:22 PMDETAILS - ROOFA8.311545BJPLVO / WEL12/29/15BUILDING PERMITSCALE: 1 1/2" = 1'-0"A8.31VENTILATOR3SCALE: 3" = 1'-0"A8.31PIPE THROUGH ROOF PENETRATION2SCALE: 3" = 1'-0"A8.31PLUMBING VENT PENETRATION1SCALE: 3" = 1'-0"A8.31ROOF DRAIN & OVERFLOW4 1-1/2" GALVANIZEDSTEEL TUBE FRAMEGALVANIZED STEELDECORATIVE MESH PANEL, 11/2" X 1 1/2" GRID, ATTACHTO FRAMELAG BOLTS, NUMBERAND LOCATION PERPLATE DETAILSEE DETAIL PLAN FOR SIZE/ BOLT SPACING, BED INSEALANTSECTIONELEVATIONBOLT HOLES, TYPEDGE OFBALCONYEXT FACE OF WALLINSET PANEL PERRAILING TYPE42" MIN. TYP6"3' - 4"2"2 1/2"4"LESS THAN3' - 6" AFF6"KNIFE PLATE ATTACHMENTPER STRUCTURALBE5.032© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:23 PMDETAILS -RAILINGS /DECKSA8.511545BJPLVO12/29/15BUILDING PERMITSCALE: 1" = 1'-0"A8.51DETAIL - EXTERIOR GUARDRAIL - TYPICAL2SCALE: 1 1/2" = 1'-0"A8.51WALL MOUNT RALING - TYP. KNIFE PLATE1 FIRE RETARDANT SEALANT ATBACK AND SIDES OF BOX ASREQUIRED FOR SOUND AND FIRE RATINGSTEEL TELEPHONE ORELECTRICAL JUNCTION BOXES24" MIN. N.T.S.NOTE: PENETRATION PROTECTION SIMILAR ATPENETRATIONS THROUGH CONCRETE WALLS, TYPNOTE: FIRE RESISTIVE WALLSMAY HAVE OPENINGS FORSTEEL ELECTRICAL OUTLETBOXES NOT EXCEEDING 16 SQ.INCHES. PROVIDED THEAGGREGATE AREA OF SUCHOPENINGS IS NOT MORE THAN100 SQ. INCHES FOR ANY 100SQ. FEET OF WALL AREA AREAPROVIDE NEOPRENE CONNECTOR@ 10'-0"o.c. MIN (VERTICAL PIPES ONLY)1 HOUR RATED FIRESTOP SYSTEMEACH SIDE OF WALL:*U.L. SYSTEM NO. WL1001 ATMETALLIC PIPE OR CONDUIT CONDITIONS*U.L. SYSTEM NO. WL2003 ATNON-METALLIC PIPE CONDITIONSPLASTIC PIPE RISER AND PENETRATIONCONDITION (AT 1 HR. WALLS ONLY)METALLIC PIPE, CONDUIT ORNON-METALLIC PIPE (PVC)CAULKING AND RELATEDMATERIALS SPECIFIED IN U.LNOTE:SYSTEMS MUST BE APPROVEDMATERIALS TO MEET THEREQUIRED FIRE RATING.NOTE: PENETRATION PROTECTION SIMILAR ATPENETRATIONS THROUGH CONCRETE WALLS, TYPCAULKING AND RELATED MATERIALSSPECIFIED IN U.L.NOTE:SYSTEMS MUST BE APPROVEDMATERIALS TO MEET THE REQUIREDFIRE RATING.2 -HOUR RATED FIRESTOP SYSTEMEACH SIDE OF WALL:*U.L. SYSTEM NO. WL1001 ATMETALLIC PIPE OR CONDUIT CONDITIONSMETALLIC PIPE OR CONDUITNOTE: PENETRATION PROTECTION SIMILAR ATPENETRATIONS THROUGH CONCRETE WALLS, TYPFLOOR SUBSTRATE/ SHEATHINGPER PLANS(2) LAYERS 5/8" TYPE 'X' GYPSUMBOARD ENCLOSURE OVER RATEDRECESSED LIGHT FIXTURERECESSED LIGHT FIXTUREGWB / FLOOR ASSEMBLY PER PLANSTYP BTWN PIPES1 7/16"1"1"EXHAUST DUCTS WITHINSULATION AS REQUIRED.2X BLOCKING2X BLOCKINGGWB PER FLOOR ASSENMBLYDETAILSFRAMING AS REQ'D AT 16 O.C. MAXMIN. (1) LAYER GWB AT SOFFIT, TYPWALL ASSEMBLY PER PLANS.11 1/4"MIN.1' - 9"TYP. FLOOR ASSEMBLYR.C. CHANNEL PER FLOORASSEMBLY DETAILSGWB PER FLOOR ASSEMBLYDETAILSEXHAUST DUCTS WITHINSULATION AS REQUIREDNOTE: NO UNPROTECTED OPENINGS WITHIN 5' OFPROPERTY LINE. POINT OF EXHAUST DISCHARGEMUST BE MIN. OF 3'-0" FROM ANY OPENING THATALLOWS AIRENTRY INTO OCCUPIED PORTIONS OFTHE BUILDING PER IBC.1.5" MIN HIGHDENSITY MINERALFIBER INSULATIONPER SBC 713.4.2: CODE ALTERNATECA 713.4 SATISFIES THEREQUIREMENTS OF SECTION 713.4.1.21-HOUR RATED FLOOR /CEILINGWRAP DUCT WITH 1 1/2"HIGH-DENSITY MINERALFIBER OR 3-1/2" FIBERGLASSFOR MIN. 10 FT. INSIDE RATEDASSEMBLYFIRE CAULK PENETRATIONOF RATED ASSEMBLYRESILIENT SEALANTFAN5/8" GWB CEILING4" MAX.1/2" SPACE1 HOUR WALLSEMI-RECESSEDNOTE: FOR MOUNTING HEIGHTSEE F.E. CABINET ELEVATIONMTL. CLIP 20 GA. 1"x1" x 2'-6"5/8" TYPE 'X' GWBWALL PER PLANS.FIRE EXTINGUISHER CABINETCONFIRM RECESS DEPTHWITH MANUF.@ AISLE / ACCESS 2' - 3" MAXLOCATIONSF.E. NOT TO EXCEED 40#5' - 0" MAX.GROSS WEIGHTFIRE EXTINGUISHER CABINETMOUNTED ON WALLFINISH FLOORCLOSED CELL NEOPRENEMIN. 1/4" ATTACHMENT TO FRAMEELECTRICAL WALL HEATER. FOLLOWMANUF.'S RECOMMENDATIONS /CLEARANCES FOR INSTALLATION5/8" TYPE 'X' GWB2X BLOCKING1 HOUR DEMISING WALL.QUIET QURL RF 55-025SUBFLOOR PER STRUCTURALDRAWINGS3/4" GYPCRETE TOPPINGVINYL FINISH FLOOR1" GYPCRETE TOPPINGCARPET PADCARPETTRANSITION STRIP PER ARCHITECTNEOPRENE SPONGEPIPE CLAMPNEOPRENE SPONGEWASTE PIPE / RAIN DRAIN LINECONCRETE SLABMINERAL FIBERRESILIENT CAULKRESILIENT CAULK1/4" GAP, FILLED WITH RESILIENTFIRE CAULKWASTE PIPE / RAIN DRAIN LINEPARTITIONS PLATESNOTE: NO CONTACT BETWEEN PLATES OR SUB-FLOOR AND PIPE.FLOOR ASSEMBLY PER PLANS.3 1/2" BATT INSULATION2 LAYERS 5/8" GWBR.C. CHANNELRESILIENT CAULKPROVIDE GAP BETWEEN GWB@ CEILING AND STUDS© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:25 PMDETAILS -MECHANICAL /ACCOUSTICSA8.611545EHMLVO12/29/15BUILDING PERMITSCALE: 1 1/2" = 1'-0"A8.61JUNCTION BOX @ 1HR OR 2HR WALL11SCALE: 1 1/2" = 1'-0"A8.61PLUMB. PENETRATIONS @ 1HR WALL12SCALE: 1 1/2" = 1'-0"A8.61PLUMB. PENETRATIONS @ 2HR WALL13SCALE: 1 1/2" = 1'-0"A8.61RECESSED LIGHT FIXTURE PROTECTION14SCALE: 1 1/2" = 1'-0"A8.61EXHAUST VENT @ DROP SOFFIT, TYP1SCALE: 1 1/2" = 1'-0"A8.61EXHAUST VENT IN JOIST SPACE2SCALE: 1 1/2" = 1'-0"A8.61CEILING FAN AT DROP SOFFIT3SCALE: 1 1/2" = 1'-0"A8.61FIRE EXTINGUISHER CABINET PLAN6SCALE: 3/4" = 1'-0"A8.61FIRE EXTINGUISHER CABINET ELEVATION7SCALE: 1 1/2" = 1'-0"A8.61ELECTRICAL WALL HEATER8SCALE: 1 1/2" = 1'-0"A8.61VINYL / CARPET INTERSECTION16SCALE: 6" = 1'-0"A8.61PLUMBING ISOLATION - B19SCALE: 3" = 1'-0"A8.61TYPICAL SLAB PENETRATION17SCALE: 6" = 1'-0"A8.61PLUMBING ISOLATION - A18SCALE: 1 1/2" = 1'-0"A8.61CEILING / WALL INTERSECTION4 STATE DISABLEDPARKINGPERMIT REQUIREDVAN ACCESSIBLEWHITE SILKSCREENSYMBOL AND COPY ONBLUE REFLECTIVEVINYL BACKGROUNDBLUE VINYL TO MATCHFEDERAL STANDARDSCOLOR22" MIN17" MIN60" TO BOTTOM OF SIGNFINISH GRADESTATE DISABLEDPARKINGPERMIT REQUIREDNOTE:EACH PARKING SPACE RESERVED FOR PERSONSWITH DISABILITIES SHALL BE IDENTIFIED BY AREFLECTORIZED SIGN PERMANENTLY POSTEDIMMEDIATELY ADJACENT TO AND VISIBLE FROMEACH STALL OR SPACE, CONSISTING OF APROFILE VIEW OF A WHEELCHAIR WITHOCCUPANT IN WHITE ON DARK BLUEBACKGROUND. THE SIGN SHALL NOT BESMALLER THAN 70 SQ. INCHES IN AREA AND,WHEN IN A PATH OF TRAVEL, SIGNS SHALL BECENTERED ON THE PARKING SPACE AT THEINTERIOR END OF THE PARKING SPACE AT A MIN.HEIGHT OF 60" FROM THE PARKING SPACE FIN.GRADE, GROUND OR SIDEWALK. SPACESCOMPLYING WITH ICC/ANSI A117.1-2003SECTION 502.7, ITEM 2 SHALL HAVE ANADDITIONAL SIGN STATING "VAN ACCESSIBLE"MOUNTED BELOW THE SYMBOL OFACCESSIBILITY. AN ADDITIONAL SIGN SHALLALSO BE POSTED IN A CONSPICUOUS PLACE ATEACH ENTRANCE TO OFF-STREET PARKINGFACILITIES, OR IMMEDIATELY ADJACENT TO ANDVISIBLE FROM EACH STALL OR SPACE. THE SIGNSHALL NOT BE LESS THAN 17"x22"IN SIZE WITHLETTERING NOT LESS THAN 1" IN HEIGHT.ANSI 703.6.3.1P2 THRU 4EXIT DOWN TO LEVEL 1SOUTH STAIR 214" (12" MIN PER SBC)60" MAX AFFPER ANSI 703.3.10-SANSERIF OR HELVETICABLOCK LETTERING1.5" LETTERING WITH 1/4"STROKES : STAIR IDENTIFICATION5" LETTERING WITH 3/4"STROKES: FLOOR LEVELTO BE NEAR CENTER OF SIGNPER SBC 1022.8.11" LETTERING WITH 1/4"STROKES: TERMINUS FLOORS &EXIT DISCHARGE LEVELPROVIDE 1/2" SPACINGBETWEEN EACH LINE OF TEXTUNLESS NOTED OTHERWISESTAIRWAY FLOOR NUMBER SIGNS(PER SBC 1022.8):1. PROVIDE A SIGN AT EACH FLOORLANDING IN INTERIOR VERTICAL EXITENCLOSURES CONNECTING MORE THANTHREE STORIES2. DESIGNATE THE FLOOR LEVEL, THETERMINUS OF THE TOP AND BOTTOM OFTHE STAIR ENCLOSURE AND THEIDENTIFICATION OF THE STAIR. STATETHE STORY OF, AND THE DIRECTION TOTHE EXIT DISCHARGE AND THEAVAILABILITY OF ROOF ACCESS FROMTHE STAIRWAY FOR THE FIREDEPARTMENT.3. THE SIGN SHALL BE LOCATED 5 FEETABOVE THE FLOOR LANDING IN APOSITION WHICH IS READILY VISIBLEWHEN THE DOORS ARE IN THE OPEN ORCLOSED POSITIONS.4. STAIRWAY SIGNS MUST COMPLY WITHTACTILE FLOOR DESIGNATION SIGNS INSTAIRWAYS PER ICC A117.118" (18" MIN PER SBC)3/4"48" MINAFF PERANSI 703.4.5-AREA FOR BRAILLE - IDENTIFYFLOOR LEVEL PER ANSI 703.4MIN3/8"NO ROOF ACCESS1" LETTERING WITH 1/4" STROKES:ROOF ACCESS LOCATIONAT PULL SIDE 9" MIN.TACTILE CHARACTER 60" TO BOTTOM OF HIGHEST LOWEST TACTILE OR48" TO BOTTOM OFBRAILLE CHARACTERLATCHSIGNAGE: LOCATE AT WALLALONG LATCH SIDE OF DOORDOOR OPENINGPER ANSI 703.3.10TEXTTEXTTEXTTEXTBRAILLESIGNAGE ELEVATIONCLR OUTSIDE18" MIN.CLR OUTSIDE18" MIN.OF DOOR SWINGMIN.9"SIGNAGE PLAN AT PULLSIDE OF DOORPER ANSI 703.3.11MIN. DISTANCE TO CENTER OFSIGN FROM DOOR SWING (SEEPLAN BELOW.) NOTE: THERE ISNO HORIZONTAL MINIMUM ORMAXIMUM DIMENSIONALREQUIREMENT FOR WALLSIGNAGE PLACED ON PUSH SIDEOF DOOR OPENING.OF DOORAT PUSH SIDE OF DOORNO MIN/MAXDIMENSION REQ'DCOMPACT6' - 0" - NTS0' - 6" - NTS4"BARRIER FREE STRIPINGPROVIDE WHERE SHOWN ONPARKING PLAN DRAWINGSCOMPACT STALLPAINT WHERE INDICATED "S"ON PLANS IN BLOCK LETTERS, SIZE,TYPE AND LOCATION OF LETTERS TOBE APPROVED BY ARCHITECTPAINT 4" STRIPE AT BACK AND SIDESOF EACH PARKING STALLSTALL NUMBERSPAINT STALL NUMBERS ON EACH STALL162' - 0" - NTSOCCUPANT LOAD =49 PERSONS MAXIMUMLETTERING TO BE 1" HIGHMINIMUM ON CONTRASTINGBACKGROUND, TYP(BY ORDER OF SEATTLE FIRE MARSHAL)OCCUPANT LOAD TO BEVERIFIED WITH SEATTLE FIREDEPARTMENT, TYPNOTE:SIGN LOCATION PER PLANS, TYPTHIS DOOR MUSTREMAIN UNLOCKEDDURING BUSINESSHOURSLETTERING TO BE 2" HIGHMINIMUM ON CONTRASTINGBACKGROUND, TYPNOTE:SIGN LOCATION PER PLANS, TYPELEVATORS ARE OUT OF SERVICEIN CASE OF FIREUSE EXIT5"8"ELEVATOR CALL BUTTONS(BY OTHERS)WHITE PLACARD, PLACE AT EACHLEVEL ALONG WITH CALL BUTTONSAPPENDIX OELEVATOR CORRIDOR CALL STATIONPICTOGRAPH by ASMECOORDINATE COLORS PER LEGEND,TYPREDBLACKWHITE© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:26 PMDETAILS -INTERIORFINISHES /SIGNAGEA8.711545BJPLVO12/29/15BUILDING PERMITSCALE: 3/4" = 1'-0"A8.71PARKING SIGNAGE14SCALE: 3" = 1'-0"A8.71STAIR - SIGNAGE DETAIL2SCALE: 3/8" = 1'-0"A8.71INTERIOR SIGNAGE1SCALE: 1/4" = 1'-0"A8.71PARKING LOT STRIPING13SCALE: 3" = 1'-0"A8.71OCC. LOAD @ ASSEMBLY SPACES7SCALE: 3" = 1'-0"A8.71SIGNAGE @ EGRESS DOOR8SCALE: 3" = 1'-0"A8.71DETAIL - ELEVATOR PLACARD4 5"STEEL STIFFENERGELCOAT FLOORFACTORY INSTALLED EASY BASE6" MINIMUM CORE AROUND DRAINPLUS 1/2" DEEP X 10" DIAMETER RECESS2"BF-1222.1 - 001.DWGFLOORING PER PLANS1/2"3/8"1/8"ACCESSIBILITY GENERAL NOTES:1) AUTOMATIC SPRINKLER SYSTEM COMPLYING WITH IBC SECTION 903.3.1.1 IS PROVIDED. AREAS OFREFUGE AND 48” CLEAR WIDTH AT EXIT STAIRS FOR ACCESSIBLE EGRESS NOT REQUIRED.2) PROVIDE EGRESS FROM ALL ACCESSIBLE AREAS OF THE BUILDING TO AN AREA OF REFUGE (IFAPPROPRIATE), HORIZONTAL EXIT OR PUBLIC WAY.3) ACCESSIBLE EGRESS ELEVATOR REQUIRED IN EACH TOWER OF MORE THAN 4 STORIES.4) ALL PUBLIC EXTERIOR DOOR FORCES SHALL MEET 8.5 POUNDS OF FORCE OR LESS; INTERIORDOOR FORCES SHALL MEET 5 POUNDS OR LESS, OR COMPLY WITH WAC 1106.10.5 INTERIOR DOORHARDWARE IN ALL BUT TYPE B DWELLING UNITS SHALL BE EASILY USABLE WITH ONE HAND & NOTREQUIRE TIGHT GRIPPING OR TWISTING.5) PUBLIC DOORS ON A ACCESSIBLE ROUTE, UNIT ENTRY DOORS & TYPE A INTERIOR DOORS MUSTHAVE A 32” CLEAR OPENING WHEN OPEN AT 90 DEGREES TO THE FRAME. TYPE B UNIT INTERIORDOORS MAY HAVE 31 ¾” CLEAR OPENING.6) PROVIDE LEVEL LANDINGS AT ALL THE ENTRANCE DOORS TO THE BUILDING FROM THE SIDEWALKOF AT LEAST 60” X 60”.7) FLOOR TEXTURES IN PUBLIC AREAS & TYPE A DWELLING UNITS MUST BE FIRM, STABLE & SLIPRESISTANT.8) SIGNS THAT IDENTIFY PERMANENT ROOMS AND SPACES SHALL HAVE TACTILE, RAISED ANDBRAILLE CHARACTERS & PICTOGRAMS. SEE ANSI A117.1 2003 SECTION 703.3 AND SIGNAGE DETAILSHEET FOR MORE INFO.9) TRANSITIONS BETWEEN FLOOR MATERIALS SHALL BE LEVEL, VERTICAL UP TO ¼” OR BEVELED 1:2UP TO ½”10) TRASH DISPOSAL UNITS MUST HAVE CONTROLS WITHIN THE REACH RANGE. HAVE A CLEARFLOOR SPACE OF 30”X48” FOR EITHER A FORWARD OR SIDE APPROACH CENTERED ON THECONTROLS & BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT PINCHING, GRASPING ORTWISTING. THE FORCE TO OPERATE THE CONTROLS SHALL BE 5 POUNDS MAXIMUM. TRASHDISPOSAL ROOM SHALL HAVE 30” X 48” OUTSIDE OF THE SWING OF THE DOOR MANEUVERINGCLEARANCE INSIDE THE ROOM.11) ALL PUBLIC & LIVE-WORK UNITS TOILETS MUST HAVE GRAB BARS INSTALLED, INCLUDING THEVERTICAL GRAB BARS IN 2003 ICC/ANSI A117.1. TOILET & BATHING ROOMS IN TYPE A & B DWELLINGUNITS MUST HAVE REINFORCING FOR GRAB BARS PER ICC/ANSI A117.1 2003 FOR SPECIFICAPPLIANCE CRITERIA.12) TYPE A UNIT KITCHEN APPLIANCES MUST HAVE CONTROLS WITHIN THE REACH RANGE OF 48” TO15” AFF. SEE ANSI A117.1 2003 SECTION 1003.12.5 FOR SPECIFIC APPLIANCE CRITERIA.13) UNIT ENVIRONMENTAL CONTROLS MUST BE WITHIN THE REACH RANGE PER ANSI A117.1 2003SECTION 1003.914) TYPE A UNITS WITH OPERABLE WINDOWS MUST HAVE AT LEAST ONE WINDOW IN EACH LIVING,DINING & SLEEPING SPACE WITH CONTROLS WITHIN THE REACH RANGE, WITH CLEAR FLOOR SPACETO APPROACH THE CONTROLS & EASILY OPERATE WITH ONE HAND & WITH 5 POUNDS OF FORCE ORLESS15) SEE CODE ANALYSIS SHEETS FOR DISTRIBUTION CALCULATIONS OF TYPE A UNITS16) SEE ENLARGED UNIT PLANS FOR MANEUVERING SPACE AT FIXTURES AND ROOM.17) SEE PLAN SHEETS FOR ACCESSIBLE ROUTES BETWEEN ACCESSIBLE PARKING AND PLACES OFPUBLIC ACCOMMODATION IN THE PROJECT. ACCESSIBLE ROUTES ARE DESIGNED TO COMPLY WITHANSI CHAPTER 4.18) TYPE A UNITS ARE DESIGNED TO COMPLY WITH ANSI 1003. TYPE B UNITS ARE DESIGNED TOCOMPLY WITH ANSI 1004.19) PER WAC51-50, SECTION 1101.2.7, (ICC A117.1 SECTION 606.7) OPERABLE PARTS ON DRYINGEQUIPMENT, TOWEL OR CLEANSING PRODUCT DISPENSERS, AND DISPOSAL FIXTURES SHALLCOMPLY WITH TABLE 606.7, EXCEPT THE MAXIMUM REACH HEIGHT SHALL BE 40” FOR REACH DEPTHSLESS THAN 6”.18" MIN36" MAX33" MIN15 3/4"PROVIDE REINFORCEMENT BACKINGFOR FUTURE INSTALLATION OFSWING-UP GRAB BARCOAT & BEDROOM CLOSETRODS66"CLOSET ROD33" - 36"MAX12"54" MIN42" MIN GRAB BARPROVIDE BLOCKING FORTHE FUTURE INSTALLATIONOF GRAB BARSBLOCKINGANSI 1004.11.2 & 1004.11.3.1.2MIN24"MIN12"33" - 36"18" TO CL36" GRAB BARWC GRAB BAR & TOILET LOCATIONSEDGE OF TUB4" MAX FROM24" MIN1' - 6" MIN5" 36" MAX33" MINCONTROL ENDMAX12" 24" MIN 24" MAX9"36" MAX33" MIN1'-7"1'-5"TOMIN12"HEAD END36" MAX33" MINANSI 1004.11.2PROVIDE REINFORCEMENT BACKINGFOR FUTURE INSTALLATION OF GRABBARS, TYPBATHING GRAB BARLOCATIONSLIGHTING ENVIRONMENTAL &APPLIANCE CONTROLS ANDFIRE ALARM PULL STATIONSFRONT APPROACH48" MAX FOR UNOBSTRUCTEDELECTRICAL OUTLET &COMMUNICATION SYSTEMRECEPTACLES15" MINFINISH FLOOROUTLET CODE NOTES:1. 15" MIN. FROM FINISH FLOOR TOCENTERLINE OF BTM. PLUG LOCATION2. 48" MAX. FROM FINISH FLOOR TOCENTERLINE OF TOP PLUG LOCATION48" MAXANSI 604.5.3 & 1004.11.2BATHING GRAB BARLOCATIONS28" MIN33" - 36"MAX12"54" MIN42" MIN GRAB BARPROVIDE BLOCKING FORTHE FUTURE INSTALLATIONOF GRAB BARSBLOCKINGANSI 1003.11.4 & 1003.11.7MIN24"MIN12"33" - 36"FLUSH CONTROLLOCATED ON OPEN SIDE(ANSI 1003.11.7.5)HATCHED AREA INDICATESALLOWABLE BATHTUBCONTROL LOCATION(ANSI 607.5)GRAB BAR BLOCKINGPER DETAILADJUSTABLE HEIGHT HANDSHOWER W/ MIN 59" HOSE &NON-POSITIVE SHUT OFF VALVE(ANSI 607.6)ANSI 607.5, 607.6COAT & BEDROOMCLOSET RODS IN TYPE AUNITS15" MIN - 48" MAXCLOSET ROD(16" MIN . 18" MAX)17" TO CL36" GRAB BARTO TOP OF SEAT15" MIN / 19" MAXWC GRAB BAR & TOILET LOCATIONSEDGE OF TUB4" MAX FROM24" MIN1' - 6" MIN5" 36" MAX33" MINCONTROL ENDMAX12" 24" MIN 24" MAX9"36" MAX33" MIN1'-7"1'-5"TOMIN12"HEAD END36" MAX33" MINANSI 1003.11.4PROVIDE REINFORCEMENT BACKINGFOR FUTURE INSTALLATION OF GRABBARS, TYPBATHING GRAB BARLOCATIONSTUB CONTROLSMIRRORANSI 1003.11.640" MAXLIGHTING ENVIRONMENTAL &APPLIANCE CONTROLS ANDFIRE ALARM PULL STATIONSFRONT APPROACH48" MAX FOR UNOBSTRUCTEDELECTRICAL OUTLET &COMMUNICATION SYSTEMRECEPTACLES(APPLIES TO ALL COMMON AREASAND ALL UNIT TYPES)15" MINFINISH FLOOROUTLET CODE NOTES:1. 15" MIN. FROM FINISH FLOOR TOCENTERLINE OF BTM. PLUG LOCATION2. 48" MAX. FROM FINISH FLOOR TOCENTERLINE OF TOP PLUG LOCATION48" MAX/12A8.81LAUNDRY EQUIPMENTANSI 61148" MAX - 15" MINUNOBSTRUCTED REACHRANGE FOR CONTROLS(44" MAX IF OBSTRUCTED)15" - 34" MAXTOP LOADING MACHINES36" MAX DOOR HT. -EDGE OF TUB4" MAX FROM24" MIN1' - 6" MIN5" 36" MAX33" MINCONTROL ENDPROVIDE REINFORCEMENTBACKING FOR FUTUREINSTALLATION OF GRABBARS, TYP.BATHTUB WITHOUT PERMANENT SEAT CONTROL WALLANSI A117.1 - 2009 SECTION 607.4.2BATHTUBCONTROLSSHOWER - 30"x 48"CLEAR FLOORSPACEREQ'D CONTROL WALLREQ'D SEAT WALLTRANSFER-TYPE SHOWERPLANANSI A117.1 - 2009 SECTION 608.3.136" MIN36" MINPROVIDE BLOCKINGFOR GRAB BARS18" MIN.3" MIN / 6" MAX 36" MAX33" MINEQ EQ15" MAX.4" MAX.SHOWER CONTROLSHORIZ. GRAB BAR 18" MIN. IN LENGTHFROM CONTROL WALLTRANSFER-TYPE SHOWER CONTROLSANSI A117.1 - 2009 SECTION 608.4.1DRAIN PER MFR.TRANSFER-TYPE SHOWER THRESHOLDPROVIDE REINFORCEMENT BACKING FORFUTURE INSTALLATION OF GRAB BARS,TYP.© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:27 PMDETAILS -ACCESSIBILITYA8.811545BJPLVO12/29/15BUILDING PERMITSCALE: 3/8" = 1'-0"A8.81TYPICAL TYPE 'B' UNIT MOUNTING HEIGHTS1SCALE: 3/8" = 1'-0"A8.81TYPICAL TYPE 'A' UNIT MOUNTING HEIGHTS6SCALE: 3/8" = 1'-0"A8.81TYPICAL TYPE 'A' UNIT APPLIANCE REQ'S11SCALE: 3/8" = 1'-0"A8.81TYPICAL TYPE 'A' UNIT BATHTUB REQ'S12SCALE: 3/8" = 1'-0"A8.81TYPICAL UNIT SHOWER REQUIREMENTS13 A) SHOWER HEADB) VALVEC) SPOUTTHREADED TYPEBATHTUB SPOUTFIRESTOP CAULK PERNOTE #3HOT WATER SUPPLY INLETPER MANUF.CHROME METALESCUTCHEON PLATEFIRESTOP CAULK PER NOTE #32 LAYERS 5/8" TYPE 'X' W.R. GWBTUB SURROUND (TILE ATROLL-IN SHOWER)FIRESTOP CAULK PER NOTE #32 LAYERS 5/8" TYPE 'X' W.R. GWBNOTES:1. TUB/SHOWER VALVE AND SPOUTPENETRATIONS SHALL BE PROTECTEDPER UL FIRESTOP SYSTEM W-L-10882. MUD RING SHALL NOT BE INSTALLED.PROVIDE HOLES IN GWB FORPENETRATING ITEMS THAT COMPLY WITHUL FIRESTOP W-L-10883. FIRESTOP CAULK SHALL BE SPECIFIEDTECHNOLOGIES, INC. STI 150 FIRECAULKCOMPLYING WITH REQUIREMENTS OF ULFIRESTOP SYSTEM W-L-1088. ANNULARSPACE AROUND PIPE TO BE 5/8" MAX., ORAS APPROVED BY CONTRACTOR'SDEFERRED SUBMITTALFINISHFLOOR2' - 0 1/16"TOILET PAPERAT RESIDENTIALUNIT BATHTYPE B SHOWER HEAD,CONTROLS LOCATIONSTYPE A & B CURTAIN ROD2' - 6"TOWEL BAR ROBE HOOK3' - 6 1/16"3' - 11 15/16"TO TOP OF SINK2' - 10"BATHROOM MIRROR CONDITION3' - 8"1/2"1/2"EQEQ..ALIGN COUNTER &BACKSPLASH 1" BEYONDFACE OF CABINET6' - 3"CURVEDCURTAIN RODEDGE OF TUBSURROUND3"TYPE B UNIT ONLY:SHOWERHEADTYPE B UNIT ONLY:SHOWER CONTROLCABINET PERPLANLINEN WHEREOCCURS INPLANLIGHTING PER RCP'SNOTE:FOR TYPE AREQUIREMENTS,REFER TO DETAILS:/6A8.81/13A8.81AT CASED OPENING: TRANSITIONAT END OF JAMB AS LOCATED ONPLANSDOOR PER SCHEDULECLJAMB BEYOND.AT DOOR OPENING: TRANSITIONUNDER DOOR LEAF. LOCATE ASSHOWN DEPENDING UPON DOORLEAF LOCATION.AT CASED OPENING: TRANSITIONAT END OF JAMB AS LOCATED ONPLANSAT DOOR OPENING: TRANSITIONUNDER DOOR LEAF. LOCATE ASSHOWN DEPENDING UPON DOORLEAF LOCATION.DOOR PER SCHEDULECLAT DOOR OPENING: TRANSITIONUNDER DOOR LEAF. LOCATE ASSHOWN DEPENDING UPON DOORLEAF LOCATION.DOOR PER SCHEDULECLJAMB BEYOND.RESILIENT FLOORINGRESILIENT FLOORING REDUCERSTRIPCARPETFINISH FLOORTYPICAL OUTLETAT RESIDENTIALUNITSMIN15"18"60"36"TO TOP OF BOX44" MAXTYPICAL OUTLETAT DISHWASHER,RANGE, ANDGARBAGE DISPOSALTYPICAL OUTLETAT REFRIGERATORTYPICAL OUTLETAT WASHER / DRYERTYPICAL OUTLETAT BATH(UNOBSTRUCTED APPROACH)48" MAXLIGHT SWITCH &THERMOSTAT15" MINDATA & PHONE & TV48"SMART BOXELECTRICAL PANEL48"48" TO CENTERLINE OF TOPBREAKER SWITCH IN PANEL ORCENTERLINE OF LOCK OF DOOR,WHICHEVER IS HIGHESTLOCKABLE PANEL DOORTOP OF BOX48" MAXTYPE A UNITSOUTLET / DATA / SWITCHES ATKITCHEN & BATH COUNTERTOPPARALLELAPPROACHCOUNTERTOPMAX24"MAX25 1/2"36" MAXTO TOP OF BOX44" MAXCABINETBOX ANDPANELSTYPE B UNITSOUTLET / DATA / SWITCHES ATKITCHEN & BATH COUNTERTOP(PER ANSI 2009 SECTION1004.9 EXCEPTION 10)PARALLELAPPROACHOUTLETLOCATIONCOUNTERTOPMAX24"(TO TOP OF SINK)34" MAXTO TOP OF BOX44" MAXOUTLETLOCATION48" MAXTYPE A UNITSAT WORKSPACE / KNEESPACEOUTLET / DATA / SWITCHES ATKITCHEN & BATH COUNTERTOPFORWARDAPPROACHCOUNTERTOPMAX25"(TO TOP OF SINK)34" MAXTO TOP OF BOX44" MAXCLEAR FLOORSPACE WITHKNEE AND TOECLEARANCESUNDER COUNTEROUTLETLOCATIONREFER TO FOLLOWING DETAIL FORCABINET DEPTH ASSEMBLY:11/A5.10TYP. FLOOR ASSEMBLYSECOND LAYER OF PLYWOOD2 LAYERS OF TYPE X GWBAND FIRE CAULKING ATPLUMBING CUTOUT INSHEATHING AS REQ'D. WATERPROTECTION PER ENVELOPECONSULTANTBLOCKING AND LEDGERS AS REQ'DPREMANUFACTUREDTUB/SHOWER INSERTCONTINUOUS, UNINTERRUPTED WALL ASSEMBLY PER PLAN, BEHINDTUB/SHOWER INSERT AND ALL ASSOCIATED INSERT FRAMINGHOLD BLOCKING BACK, GYPCRETE TO RUN UNDER TUB EDGEBRACE PER SUPPLIERREQUIREMENTS2X WOOD BLOCKING AS REQUIREDWIRE SHELVING PER SPECSWALL ASSEMBLY PER PLANS.+7'-0" AFF+3'-6" AFFHIGH ROD& SHELFLOW ROD& SHELF+5'-6" AFF.HIGH & LOW ROD/SHELVESROD & SHELF, TYPICAL HEIGHTTYPE B UNITS TYPROD & SHELFTYPE A UNITS +4'-0"TYP ROD & SHELF© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:28 PMDETAILS -MISCELLANEOUSINTERIORSA8.921545BJPLVO12/29/15BUILDING PERMITSCALE: 3" = 1'-0"A8.92TUB/SHOWER VALVE1SCALE: 1/2" = 1'-0"A8.92UNIT ACCESSORIES MOUNTING HEIGHTS11SCALE: 6" = 1'-0"A8.92FLOORING TRANSITION LOCATION3SCALE: 6" = 1'-0"A8.92FLOORING EDGE STRIP LOCATION4SCALE: 6" = 1'-0"A8.92FLOORING TRANSITIONS5SCALE: 1/2" = 1'-0"A8.92UNIT ELECTRICAL MOUNTING HEIGHTS16SCALE: 1 1/2" = 1'-0"A8.92BATHTUB @ 1 HOUR WALL2SCALE: 3/4" = 1'-0"A8.92CLOSET WIRE SHELVING7 SCALE: 3" = 1'-0"ASSEMBLY:INTERIOR - 2x6, PLUMBING FURRINGW.41STC: NRNRSCALE: 3" = 1'-0"ASSEMBLY:INTERIOR - 2x6, 1-HOURW.27STC: NRGA WP 36601 HRSCALE: 3" = 1'-0"ASSEMBLY:STAIR SHAFT WALL, TYP.W.31STC: 50-54GA WP 39102 HRSCALE: 3" = 1'-0"ASSEMBLY:INTERIOR - 2x4, TYPICALW.24STC: 35-39NRNRSCALE: 3" = 1'-0"ASSEMBLY:INTERIOR - 2x6, TYPICALW.26STC: NRNRNRSCALE: 3" = 1'-0"ASSEMBLY:EXTERIOR WALL - GUARDRAILEW.04STC: NRNRSCALE: 3" = 1'-0"ASSEMBLY:SHAFT CLOSURE WALL - 2HRW.33STC: 50-54GA WP 70532 HRSCALE: 3" = 1'-0"ASSEMBLY:INTERIOR - 2x4, 1-HOURW.25STC: 35-39GA WP 35141-HRNOTE: CONT. CAULKING @ TOP &BOTTOM OF GWB AND ALLPENETRATIONS. SEE STRUCTURALDRAWINGS FOR SHEAR WALLLOCATIONS. PROVIDE MOISTURERESISTIVE GWB @ BATHROOMS.2x4 WOOD STUDS @ 16" O.C.5/8" GWBNOTE: CONT. CAULKING @ TOP &BOTTOM OF GWB AND ALLPENETRATIONS. SEE STRUCTURALDRAWINGS FOR SHEAR WALLLOCATIONS. PROVIDE MOISTURERESISTIVE GWB @ BATHROOMS.2x4 WOOD STUDS @ 16" O.C.(FRTW STUDS IN TYPE I-ACONSTRUCTION)5/8" GWBNOTE: CONT. CAULKING @ TOP &BOTTOM OF GWB AND ALLPENETRATIONS. SEE STRUCTURALDRAWINGS FOR SHEAR WALLLOCATIONS. PROVIDE MOISTURERESISTIVE GWB @ BATHROOMS.2X6 WOOD STUDS @ 16" O.C.5/8" GWB3 1/2" BATT INSULATION IN BEDROOMWALLSPLUMBING WHERE OCCURSISOLATE PLUMBING PIPE WITHDAMPING OR RESILIENT MATERIALSAS REQ'DNOTE: CONT. CAULKING @ TOP &BOTTOM OF GWB AND ALLPENETRATIONS. SEE STRUCTURALDRAWINGS FOR SHEAR WALLLOCATIONS. PROVIDE MOISTURERESISTIVE GWB @ BATHROOMS.2X6 WOOD STUDS @ 16" O.C.(FRTW STUDS IN TYPE I-ACONSTRUCTION)5/8" GWB3 1/2" BATT INSULATION IN BEDROOMWALLSPLUMBING WHERE OCCURSISOLATE PLUMBING PIPE WITHDAMPING OR RESILIENT MATERIALSAS REQ'DNOTE: CONT. CAULKING @ TOP &BOTTOM OF GWB AND ALLPENETRATIONS. SEE STRUCTURALDRAWINGS FOR SHEAR WALLLOCATIONS. PROVIDE MOISTURERESISTIVE GWB @ BATHROOMS.3 1/2" MIN. BATT INSULATION(CORR)(UNIT,COMMONAREA,OFFICE,OR EXIT)RC CHANNEL - 1/2"(SUBSTITUTE SOUNDBOARD ATCABINET ATTACHMENT LOCATIONS)PLUMBING WHERE OCCURSISOLATE PLUMBING PIPE WITHDAMPING OR RESILIENTMATERIALS AS REQ'D(2) LAYERS TYPE "X" GWB(2) LAYERS TYPE "X" GWB2X6 WOOD STUDS @ 16" O.C.SHEATHING PER STRUCTURALDRAWINGS2X6 WOOD STUDS @ 16" O.C.RATED ASSEMBLYFURRINGNON-RATED PLUMBINGPLUMBING WHERE OCCURS, SIZE TBDISOLATE PLUMBING PIPE WITHDAMPING OR RESILIENT MATERIALS ASREQ'D5/8" GWBTYP. WALL CONSTRUCTION PERASSEMBLIESA9.01A9.01A9.01A9.01A9.01A9.01A9.01A9.013/4" TYPE "X" GWB LINER(SHAFT) (CORRIDOR / UNIT)1" TYPE "X" GWB LINER3" MINERAL FIBER INSULATION4" C-H STEEL STUDS @ 24" O.C.AT UNITS - ACOUSTICAL FURRINGW.42 OR W.43 PER PLANSA9.01(UP TO 3 HR, PENDING THICKNESSPER STURCTURALCONC THICKNESSMTL FURRING STRIPCONCRETE CAST-IN-PLACE WALLPER STRUCTURAL DRAWINGS, TYP(MIN 3.5" FOR 1-HR RATING)(MIN 5" FOR 2-HR RATING)(MIN 6.2" FOR 3-HR RATING)EXTERIOR FINISH PER ELEVATIONSWRB PER BE DETAILSSCALE: 3" = 1'-0"ASSEMBLY:CONC. WALL WITH EXT. FINISHEW.2SBC TABLE 721.1(2)ITEM #4-1.13 HRSCALE: 3" = 1'-0"ASSEMBLY:CONCRETE WALL, TYP.W.01SBC TABLE 720.1(2)ITEM #4-1.13 HRPER STRUCTURALCONC THICKNESSCONCRETE CAST-IN-PLACE WALLPER STRUCTURAL DRAWINGS, TYP(MIN 3.5" FOR 1-HR RATING)(MIN 5" FOR 2-HR RATING)(MIN 6.2" FOR 3-HR RATING)A9.01SCALE: NTSASSEMBLY:PENTHOUSE ROOFR.025/8" GWBSHEATHING PER STRUCTURALDRAWINGSROOFING AND UNDERLAYMENT PERBE DRAWINGSR-38 BATT INSULATIONMAINTAIN FULL DEPTHINSULATIONA9.11SCALE: NTSASSEMBLY:TYPICAL ROOF / CEILINGR.01STC: NRRC 26025/8" TYPE "X" GWB (2 LAYERS)TAPERED WOOD TRUSS PERSTRUCTURAL DRAWINGSSHEATHING PER STRUCTURALDRAWINGSROOFING AND UNDERLAYMENT PERBE DRAWINGSR-38 BATT INSULATIONMAINTAIN FULL DEPTHINSULATION6" MAXMAINTAIN AIR SPACE DIMENSIONS ATATTIC (1"MIN / 6" MAX)TYPICAL(ADD'L BATT INSUL WHERE REQ'D)A9.11LEVEL REFERENCETOP OF SUBFLOORA9.11(2) 5/8" TYPE "X" GWB(INTERIOR / HEATED - UNIT)(INTERIOR / HEATED - UNIT)R-11 BATT INSULATIONSHEATHING PER STRUCTURALDRAWINGS1/2" RC CHANNELTJI PER STRUCTURAL DRAWINGSFINISH FLOOR PER SCHEDULE1.25" GYPCRETE TOPPING(2) 5/8" TYPE "X" GWBA9.11(INTERIOR / HEATED)(INTERIOR / HEATED)JOIST PER STRUCTURAL DRAWINGSSHEATHING PER STRUCTURALDRAWINGSFINISH FLOOR PER SCHEDULE1.25" GYPCRETE TOPPING(UNHEATED)REINFORCED CONCRETE SLABPER STRUCTURAL / N.T.S.A9.11VAPOR BARRIER PER BE DETIALS4" MIN. FREE-DRAININGCRUSHED GRAVELCOMPACT AS REQUIREDCOMPACTED SOIL / BEARINGPER GEOTECHNICAL REQUIREMENTSSCALE: NTSASSEMBLY:TYP STAIR LANDINGF.12STC: 35-39GA FC 54061 HRSCALE: NTSASSEMBLY:TYP. FLOOR / CEILING - HEATEDF.10STC: 55WIJ-1.7 (AWC / AFPA)1 HRSCALE: NTSASSEMBLY:TYP. SLAB ON GRADEF.01NR© 2015 GROUPARCHITECT, INC. ALL RIGHTS RESERVEDSHEET TITLE:PROJECT No.CHECKED:DRAWN:REVISIONSCLIENT:PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE:SHEET DATE:ISSUE:AVANA RIDGE, LLCPROJECT ISSUES:PLANNING URBAN DEVELOPMENTBUILDING PERMIT12/29/201512/29/2015AVANA RIDGEPLANNED URBANDEVELOPMENT10616 SE 172ndSTREET, RENTON, WA9805512/28/2015 1:18:30 PMASSEMBLYDETAILSA9.011545BJPLVO / WEL12/29/15BUILDING PERMIT1 GENERAL STRUCTURAL NOTES3S1.1GENERALSTRUCTURALNOTES AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.com S1.2GENERALSTRUCTURALNOTESGENERAL STRUCTURAL NOTES3 AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.com 363' - 1"FOUNDATION PLAN (WEST BUILDING)318"=1'-0"S2.1FOUNDATIONPLAN(WEST BUILDING)N AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.com 363' - 1"LEVEL 2 FRAMING PLAN (WEST BUILDING)318"=1'-0"S2.2LEVEL 2FRAMING PLAN(WEST BUILDING)N AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.com LEVEL 3 FRAMING PLAN (WEST BUILDING)318"=1'-0"S2.3LEVEL 3FRAMING PLAN(WEST BUILDING)N AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.com LEVEL 4 FRAMING PLAN (WEST BUILDING)318"=1'-0"S2.4LEVEL 4FRAMING PLAN(WEST BUILDING)N AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.com LEVEL 5 FRAMING PLAN (WEST BUILDING)318"=1'-0"S2.5LEVEL 5FRAMING PLAN(WEST BUILDING)N AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.com ROOF FRAMING PLAN (WEST BUILDING)318"=1'-0"S2.6ROOFFRAMING PLAN(WEST BUILDING)N AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.com UPFOUNDATION PLAN (EAST BUILDING)318"=1'-0"S2.11FOUNDATIONPLAN(EAST BUILDING)N AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.com UPLEVEL 2 FRAMING PLAN (EAST BUILDING)318"=1'-0"S2.12LEVEL 2FRAMING PLAN(EAST BUILDING)N AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.com UPUP387' - 3"387' - 3"387' - 3"LEVEL 3 FRAMING PLAN (EAST BUILDING)318"=1'-0"S2.13LEVEL 3FRAMING PLAN(EAST BUILDING)N AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.com UPLEVEL 4 FRAMING PLAN (EAST BUILDING)318"=1'-0"S2.14LEVEL 4FRAMING PLAN(EAST BUILDING)N AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.com LEVEL 5 FRAMING PLAN (EAST BUILDING)318"=1'-0"S2.15LEVEL 5FRAMING PLAN(EAST BUILDING)N AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.com ROOF FRAMING PLAN (EAST BUILDING)318"=1'-0"S2.16ROOFFRAMING PLAN(EAST BUILDING)N AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.com 369118521S3.1TYP CONCSECTIONS& DETAILS AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.comTYP SLAB JOINTTYP OPENING REINF @ CONC WALLSTYP HORIZONTAL REINFORCING PLACING DETAILTYP SLAB EDGETYP FULL HEIGHT CONCRETE WALLTYP EXTERIOR STEM WALL & FOOTINGTYP ELEVATOR PIT4TYP INTERIOR FOOTING10TYP STEPPED FOOTING 369118521S3.2TYP CONCSECTIONS& DETAILS AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.comINTERIOR WOOD COL FTG @ SOGSTAIR ON GRADETYP SPREAD FOOTING SCHEDULETYPICAL BASE OF STAIRSTYPICAL HSS COLUMN & FOOTINGTYPICAL DEPRESSED SLAB4TYPICAL RETAINING WALL AND SCHEDULE (WITH SLAB TO RESIST SLIDING)712 36912118521041S4.1TYP WOODSECTIONS& DETAILSTYPICAL FLOOR SHEATHING TYP BEAM / TJI CONNECTIONTYPICAL STUD FRAMING DETAILTYPICAL ROOF SHEATHINGTYPICAL INTERIOR WALL DETAILTYPICAL SHEAR WALL SHEATHINGTYPICAL WALL TO BEAM CONNECTION AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.comTYPICAL BUILT-UP HEADER/BEAM 369118521S4.2TYP WOODSECTIONS& DETAILS AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.comDETAILDETAILTYPICAL BUILT-UP STUD PACKTYP SHEATHED DRAG TRUSSBEAM SPLICE TO WOOD POSTDETAIL4STUD WALL TOP PLATE SPLICE10STAIR LANDING712STAIR LANDING 369118521S4.3TYP WOODSECTIONS& DETAILS AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.comTYP SHEAR WALL WINDOW STRAPPINGSHEAR WALL SCHEDULE (DOUG-FIR 10d)10712TYPICAL SHEAR WALL INTERSECTION AVANA RIDGE PLANNED URBAN DEVELOPMENT 10616 SE 172ND ST RENTON, WA 98055 STRUCTURAL ENGI N EER 1735 Westlake Ave N, Ste 205Seattle, WA 98109Phone:206.456.3071Fax:206.456.3076www.fossatti.com3912118210167STEEL BEAM TO COLUMN CONNECTION5GL BEAM TO STL BEAM CONNECTIONTYP STL BEAM TO BEAM CONNECTION4TYP TJI TO STL BEAM CONNECTIONTYPICAL HSS COLUMNS TO STUDSTYPICAL WOOD BEAM TO HSS COLHSS COLUMN ON CONCRETE WALL DETAILS5.1TYP STEELSECTIONS& DETAILSELEVATOR HOIST BEAM CONNTYPICAL BM BEARING ON HSS COLTYPICAL STEEL BM PENETRATIONSTYPICAL STEEL BM @ CONC WALL