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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 10:46:02 AMWEST BUILDING- LEVEL 1 FLOORPLANA2.01-W1545BJPLVO / WEL/ AMM12/29/15PLANNED URBAN DEVELOPMENTSCALE: 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 10:46:06 AMWEST BUILDING- LEVEL 2 FLOORPLANA2.02-W1545BJPLVO / WEL/ AMM12/29/15PLANNED URBAN DEVELOPMENTSCALE: 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 10:46:11 AMWEST BUILDING- LEVEL 3 FLOORPLANA2.03-W1545BJPLVO / WEL/ AMM12/29/15PLANNED URBAN DEVELOPMENTSCALE: 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 10:46:14 AMWEST BUILDING- LEVEL 4 FLOORPLANA2.04-W1545BJPLVO / WEL/ AMM12/29/15PLANNED URBAN DEVELOPMENTSCALE: 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 10:46:18 AMWEST BUILDING- LEVEL 5 FLOORPLANA2.05-W1545BJPLVO / WEL/ AMM12/29/15PLANNED URBAN DEVELOPMENTSCALE: 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 10:46:19 AMWEST BUILDING- ROOF PLANA2.06-W1545BJPLVO / WEL/ AMM12/29/15PLANNED URBAN DEVELOPMENTROOF 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 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 10:46:22 AMEAST BUILDING -LEVEL 1 FLOORPLANA2.31-E1545BJPLVO / WEL/ AMM12/29/15PLANNED URBAN DEVELOPMENTSCALE: 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 UPUPUPNON-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-2S36S38CCORRIDOR2' - 8 5/16"ON 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 10:46:26 AMEAST BUILDING -LEVEL 2 FLOORPLANA2.32-E1545BJPLVO / WEL/ AMM12/29/15PLANNED URBAN DEVELOPMENTSCALE: 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 10:46:32 AMEAST BUILDING -LEVEL 3 FLOORPLANA2.33-E1545BJPLVO / WEL/ AMM12/29/15PLANNED URBAN DEVELOPMENTSCALE: 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 10:46:37 AMEAST BUILDING -LEVEL 4 FLOORPLANA2.34-E1545BJPLVO / WEL/ AMM12/29/15PLANNED URBAN DEVELOPMENTSCALE: 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 10:46:43 AMEAST BUILDING -LEVEL 5 FLOORPLANA2.35-E1545BJPLVO / WEL/ AMM12/29/15PLANNED URBAN DEVELOPMENTSCALE: 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 10:46:44 AMEAST BUILDING -ROOF PLANA2.36-E1545BJPLVO / WEL/ AMM12/29/15PLANNED URBAN DEVELOPMENTSCALE: 1/8" = 1'-0"EAST ROOF PLAN