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APPROVED BLD FIR RESUB2 BLD2024-0235+Architectural_Plan+9.13.2024_10.44.05_AM+4499015'. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & '. •. INDUSTRIES 1 � OBTAIN A SEPARATE •. • PLUMBING PERMIT FROM THE CITY OF EDMONDS. •. OBTAIN ELEVATOR PERMIT FROM STATE LABOR AND INDUSTRIES LOT LINE STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE � „„, � ...., �. � ��,��.�.� . ......�.� ....r.� �� , .�..r.� .r.��.� � .... !ARBORIST: NOTE: THE ARCHITECT HERE SUMMARIZES THE 6 CREDITS AS REQUIRED FOR AMEDIUM-SIZE, SINGLE-FAMILY RESIDENCE, AS REQUIRED TO COMPLY WiTH THE 2018 WA STATE PRESCRIPTIVE ENERGY CODE: EFFICIENT BUILDING ENVELOPE OPTION 1.2: 1.0 CREDIT PRESCRIPTIVE COMPLIANCE iS BASED ON TABLE R402.1 WITH ALL VERTICAL FENESTRATION ON DOORS AND WINDOWS U = 0.20- DOOR/WINDOW SUPPLIER TO SHOW LABELING COMPLIANCE. HIGH EFFICIENCY HVAC EQUIPMENT OPTION 3.4: 1.5 CREDITS DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM, ZONAL CONTROL. IN HOMES WHERE THE PRIMARY SPACE HEATING SYSTEM IS ZONAL ELECTiC HEATING, A DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM WITH MINIMUM HSPF OF 10.0 SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE HOME. THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEiNG SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. EFFICIENT WATER HEATING OPTION 5.5: 2.0 CREDITS WATER HEATING SYSTEM SHALL INCLUDE THE FOLLOWING: ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION. THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND MINIMUM EQUIPMENT EFFICIENCY. RENEWABLE ELECTRIC ENERGY OPTION 6.1: 3-O CREDITS FOR EACH 1200 kWh OF ELECTRIC GENERATION PROVIDED BY ON -SITE SOLAR EQUIPMENT A 1.0 CREDIT SHALL BE ALLOWED, UP TO 3.0 CREDITS. FOR SOLAR ELECTRIC SYSTEMS, THE DESIGN SHALL BE DEMONSTRATED TO MEET THIS REQUIREMENT USiNG NATIONAL RENEWABLE ENERGY LABRATORY CALCULATOR PVWATT'S OR ALTERNATE BY THE CODE OFFICIAL. pOCUMENTATION NOTING SOLAR ACCESS SHALL BE INCLUDED ON THE PLANS. THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SHOW THE PHOTOVOLTAIC EQUIPMENT TYPE, PROVIDE DOCUMENTATION OF SOLAR ACCESS, AND INCLUDE A CALCULATION OF THE MINIMUM ANNUAL ENERGY POWER PRODUCTION. TOTAL ENERGY CREDITS CLAIMED= �-5 CREDITS City Of Edmonds Building Department Work � NEW SFR ---------------------------------------------- Address 8908 189TH PL SW Owner SUBCLEFF Approved Date ; 09/26/2024 Building Official Permit Number gLD2024-0235 APPROVED PLANS MUST BE ON JOB SITE Approved DFM Chris Burt South County Fire Date: 09/25/2024 09-25-2024 RESUB 2 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: 1. A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED. SUBMIT FOR A SEPARATE FIRE SPRINKLER PERMIT. A RECOMMENDED FLOW -THROUGH DESIGN WILL MEET SPECIFICATIONS AND REDUCE EQUIPMENT AND CONTINUAING MAINTENANCE REQUIRMENTS. PROVIDE A MINIMUM COMBINATION WATER SERVICE OF ONE INCH (1 ") METER AND ONE AND ONE HALF (1 1/2") SERVICE LINE OR SHOW THAT THE DOMESTIC AND FIRE PROTECTIONS NEEDS CAN BE MET WITH A SMALLER SERVICE. 2. 4 INCH ADDRESS CHARACTERS WITH 1/2 INCH STROKE REQUIRED TO BE INSTALLED ON THE HOUSE VISIBLE FROM THE STREET IN CONTRASTING COLOR TO THE BACKGROUND. ADDITIONAL ADDRESS SIGNS MY BE REQUIRED IF NOT VISIBLE FROM THE STREET. DFM BURT VICINITY MAP o�.,., Merlook � �' �' writs c .txfmV: Sw ,Yi :.4+L 0.' erun `... s t I £ by K ParkQ �� I � �4 r � t b �;,, ��; �I^ � � €. 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I� � I.N.. �;,r , w9arx5i �5 3� � �� GENERAL CONTRACTOR: ��lr i-r��iv c..vN� ! Luc.. i lulu, live.. LE IF HELLEREN 23314 WACHUSETTS ROAp, WOODWAY, WA 98020 C425��0-19�0 EMAIL: steve+�s1043�comcast.net PROPERTY DESCRIPTION: LEGAL DESCRIPTION: BIDARCA ESTATES BLK 000 p-00, LOT 3; TOC�ETI-IER UJITI-I r4ND SUBJECT TO E14SEMENTS, COVENr4NTS, CONDITIONS, RESTRICTIONS, AND RESERVATIONS OF RECORD IF ANY. ASSESSOR'S PARCEL NO.: PARCEL #00�28�00000300 PROJECT STREET ADDRESS: 8908 189th PLACE SW, EDMONDS, WA 98026 PROJECT DATA: CITY OF EDMONDS, WA CURRENT DEVELOPMENT ZONING: RS-10, SiNGLE-FAMILY RESIDENTIAL GOVERNING AGENCY: CITY OF EDMONDS DEVELOPMENT SERVICES 121 5th AVENUE NORTH, 2+�d 1=L001� EDMONDS, WA 98020 Pa -IONS: C425)��1-0220 EMAiL: GOVERNING CODES: EDMONDS COMMUNITY DEVELOPMENT CODE TITLE 19. INTERNATIONAL RESIDENTIAL GODS 2018 AS ADOPTED/AMENDED. INTERNATIONAL MECHANICAL CODE 2018 AS ADOPTED/AMENDED. INTERNATIONAL FIRE CODE 2018 AS ADOPTED/AMENDED. UNIFORM PLUMBING CODE 2018 AS ADOPTED/AMENDED. WA STATE ENERGY CODE CGHAPT. 51-11R AND 51-11G WAGS. OCCUPANCY TYPE: TYPE R3 - SiNGLE-FAMILY RESIDENTIAL. CONSTRUCTION TYPE: TYPE V-B RESIDENTIAL -TYPE AUTOMATIC FIRE SPRINKLER SYSTEM DEVELOPMENT JUSTIFICATION: PROJECT SCOPE OF WORK: USE ZONE" RS-10, SINGLE-FAMILY RESIDENTIAL THE PROPERTY FOR THiS CURRENT PROJECT iS CURRENTLY A VACANT LOT AND HAS NE�/ER BEEN DEVELOPED. THE PROPERTY SETBACKS: FRONT SETBACK - 25' IS OWNED BY A CURRENT RESIDENT iN A SINGLE-FAMILY HOME SiDEYARD SETBACKS - 10' DIRECTLY TO THE NORTHEAST AT 881� 189TH PLACE SW, EDMONDS, REAR SETBACK - 20' WA 98026. IT IS THE INTENTION OF THE PROPERTY OWNER TO DEVELOP THIS PROPERTY AS A NEW, SINGLE-FAMILY HOME WITH THREE BUILDING AREA TABULATION STORIES AND TWO -CAR ATTACHED GARAGE AS DESCRIBED IN THE BUILDING SiTE COVERAGE: DRAWINGS. iT iS THEiR INTENTION TO OCCUPY THiS NEW HOME. TOTAL SITE = 0.29 ACRES = 12,�032 S.F. THE PROPERTY IS A NATURAL, MED IUM-SLOPED LOT WITH EXISTING GRADES AS DESCRIBED iN THE BOUNDARY AND TOPO FiRST FLOOR AREA = 1,540 S.F. SURVEY SUBMITTED AS PART OF THIS CURRENT SUBMITTAL FOR GARAGE AREA = �15 S.F. PERMIT. THE DESIGN CONCEPT INCLUDES A NEW RETAINING WALL FiRST FLOOR PATIO PAVING = 2�8 S-F. ON THE EAST SiDE OF THE PROPERTY CUTTING INTO THE SLOPE SO TOTAL FIRST FLOOR AREA = 2,433 S.F. THAT PART OF THE NEW HOME ON THE GROUND FLOOR WILL BE BELOW NATURAL GRADE. PROPER WATERPROOFING 2,433 S.F. / 12,632 S.F. = 19.2�ro LESS THAN 35ro ALLOW. SPECIFICATION AND DRAINAGE DETAILS WILL BE INCLUDED AS DESCRIBED IN CI�/IL ENGINEERED DRAINAGE DRAWINGS AND BUILDING LiViNG AREA TABULATION: ARCHITECTURAL DRAWINGS INCLUDED iN THiS SUBMITTAL PACKAGE. FIRST FLOOR= LI�/ING AREA = 1,540 S.F. THE DESIGN CONCEPT FOR THE NEW HOME RESPECTS THE 25' GARAGE = 615 S.F. FRONT SETBACK, 20' REAR SETBACK, AND 10' SiDE SETBACKS; SECOND FLOOR= LI�/ING AREA = 2 0�2 S.F. AND THE HEIGHT LIMITATION OF 25' ABOVE MEAN NATURAL GRADE EXTERIOR DECK = 321 S.F. PER CALCULATIONS NOTED HEREIN. PiLOT HOUSE: LI�/ING AREA = 4�9 S.F. THIS CURRENT SUBMITTAL FOR PERMIT INCLUDES STRUCTURAL EXTERIOR DECK = 136 S.F. ENGINEERING CALCULATIONS AND DRAWINGS. EXCLUDED ARE CALCULATIONS AND DRAWINGS FOR MANUFACTURED TRUSSES FOR TOTAL CONSTRUCTION FLOOR AREA = 5,163 S.F. FLOOR AND ROOF FRAMING- A SEPARATE, DEFERRED SUBMITTAL FOR REVIEW AND PERMIT WILL BE MADE BY THE MANUFACTURED CONDITIONED AIR LIVING AREA TABULATION: TRUSS DESIGN AND FABRICATION COMPANY. IT IS REQUIRED THAT FIRST FLOOR: LIVING AREA = 1,540 S.F. THE MANUFACTURED TRUSS COMPANY PROVIDE ASTAMPED- APPROVED COPY OF STRUCTURAL CALCULATIONS AND SHOP SECOND FLOOR: LIVING AREA = 2,0�2 S.F. DRAWINGS BY THE CITY OF EDMONDS TO THE ARCHITECT FOR HIS RECORDS PRIOR TO MANUFACTURE OF THE TRUSSES- PiLOT HOUSE: LIVING AREA = 4�9 S.F. A SEPARATE, DEFERRED SUBMITTAL FOR REVIEW AND PERMIT WiLL BE MADE BY THE SUBCONTRACTOR PROVIpiNG THE � TOTAL CONDITIONED SPACE = 4,091 S.F. 2 RESIDENTIAL QUALITY AUTOMATIC FIRE SPRINKLER SYSTEM FOR THIS PROJECT. iT iS REQUIRED THAT THIS SUBCONTRACTOR PROVIDE ASTAMPED-APPROVED COPY OF THE DRAWING SUBMITTAL BY THE CiTY OF EDMONDS TO THE ARCHITECT FOR HiS RECORDS PRIOR TO INSTALLATION. THE RELE�/ANT SUBCONTRACTORS FOR NEW ELECTRICAL SERVICES, WATER AND WASTE LINES, CABLE SERVICE , AS WELL AS CONNECTION TO THE EXISTING STORM DRAiN SYSTEM iN THE STREET WILL SUBMIT SEPARATE DRAWINGS, IF REQUIRED, FOR ALL SUCH PERMITS AS MAY BE REQUIRED BY THE CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT. THE SOLAR PANEL DESIGN iS TO BE A SEPARATE, DEFERRED SUBMITTAL FOR PERMIT BY THE OUTSIDE CONSULTANT, SUNERGY SYSTEMS, ATTN: GHRiS YOGKEY. C20�o�930-5039 chri sy�sun�rgysyst�ms.com SEE NOTES ON SHEET A-4 FOR _ADDITIONAL REQUIREMENTS NOTES. •:•:•:• :•:•: :•:•:• SHADING INDICATES SHEET INDEX . SHEETS NOT INCLUDED IN THIS APPLICATION FOR PERMIT. A PROPERTY DESCRIPTION, PROJECT DATA, DEVELOPMENT JUSTI- FICATION, SHEET INDEX, PARTICIPANTS LIST, SCOPE OF WORK C_ 1 COVER SHEET &EROSION CONTROL PLAN A-1 SITE DEVELOPMENT PLAN C-2 DRAINAGE PLAN A-Z FIRST FLOOR PLAN, KEYNOTES, LEGEND C-3 UTILITY PLAN A-3 SECOND FLOOR PLAN, KEYNOTES, LEGEND C-4 D AIL A-4 PILOT HOUSE FLR. & RF. PLANS, KEYNOTES C-5 FRONTAGE RESTORATION PLAN 0 A-S EXTERIOR ELEVATIONS, KEYNOTES C-( DETAILS A-( EXTERIOR ELEVATIONS, KEYNOTES A-7 BUILDING SECTIONS, KEYNOTES S 1. 1 STRUCTURAL NOTES A-$ BUILDING SECTIONS, KEYNOTES S 1. Z STRUCTURAL NOTES A-9 MATERIAL FINISH, APPLIANCE/PLUMB FIX. S2.1 FOUNDATION PLAN A-1O DOOR &WINDOW SCHEDULES S2. Z MAIN FLOOR FRAMING PLAN i�►::_:��:�:� FIRST FLR. REFLECTED CLG. /LTG. PLAN S2.3 UPPER FLOOR FRAMING PLAN i�►::_::�::� SECOND FLR. REFLECTED CLG. /LTG. PLAN S2.4 ROOF FRAMING PLAN i�►::_::�::� PILOT HOUSE REFLECTED CLG./ LTG. PLAN S3.1 SCHEDULES �,.:.:.:.:�:� FIRST FLOOR POWER PLAN S4.1 FOUNDATION DETAILS A.�.�.�.�Y:�� SECOND FLOOR POWER PLAN S4. Z FOUNDATION DETAILS A:l::�:..:•: PILOT HOUSE POWER PLAN S5.1 WOOD FRAMING DETAILS A-1 % EXT. / INT. CONST. &FINISH DETAILS SS . Z WOOD FRAMING DETAILS S5.3 WOOD FRAMING DETAILS SG.1 ROOF &STEEL FRAMING DETAILS W N � � N N � (� O N N O O N N O O N N O � N N � � N N ,--I 01 ,--I N ,--I ,--I N N M O � N V7 � O O � � � U w w � C� Q rY oC � Lj � � O O � � � J U U Q Y Y O � cn � � U U � (n � } 2 2 r..I z �p U m U U W�� w w Q Q � z_ Q oC a a � � Q U U U c��l-Izzz O w� w w w � a z Q Q Q a a a a a M W N w o N � z Q w z z r=i a M O A � A • ,,� � - �- � t5 \ �� O N 3 Q.O.M. � Q.O.S. ABOVE TEE ROC O STEPPED RETAINING WALL. SEE NORT1� EXT. ELEV. FOR PROPOSED LAYOUT. BRIDGE ABOVE �. 1=.0. S. 2 O MECHANICAL SYSTEM NOT DER M1�0�.�.2 -SYSTEM CONTROLS: THE UJNOLE-HOUSE MCI-I�NIC,�� VENTILATION S�'ST�M S1�ALL �� PROVIDED WfTI� CONTROLS T1�AT ENABLE MANUAL OVERRIDE. CONTROLS SMALL INCLUDE TEXT OR A SYMBOL INDICATING TEE I R �UNCT I ON. OIT 1�AS BEEN DECIDED T1�AT T1�E W1�OLE-bOUSE MECHANICAL VENTILATION SYSTEM IS TO BE A CONTINUOUS SYSTEM. AS SUCI-I THE TALE M180�.�.3�1� NAS SEEN UTILISED TO CALCULATE THE MECHANICAL AIR 1-LOUJ AS FOLLOWS. \ DWELLING UNIT AREA: �,0�1 S.�_ CONDITIONED AREA NUMBER O� BEDROOMS: C�� INCLUDING PILOT I�OUSL CONTINUOUS AIR 1=LOW CALCULATED 1=0R KITCI�EN AND BAT1�S TO BE: g0 C1=M 2 ADDITIONAL REQMTS. NOTES THE GENERAL CONTRACTOR WILL PROVIDE THE MINIMUM CAM O� THE REQUIRED LOCAL EXHAUST FOR THE BATI�ROOMS AND KITCI�ENS AS REQUIRED FOR W1�OLE 1�OME VENTILATION IN COMPLIANCE WITI� IRC 1�0�.�. I� T1�E CITY REQUIRES SUBMITTALS FOR PERMIT, TEE 1�VAC SUBCONTRACTOR WILL PROVIDE ALL SUBMITTALS REC�UIIRED FOR APPROVAL AND PERMIT. OTEE I�YBRID WATER I�EATERS AS SI�OWN fN TEE MECI�ANICAL/ ELECTRICAL ROOM ARE TO BE INSTALLED �'�' TEE GENERAL CONTRACTOR PER MANUFACTURER'S � INSTRUCTIONS. 11= PIPING 1=0R 1=RESb AIR OR EXbAUST IS REQUIRED 1=0R THE UNITS, THE NVAC SUBCONTRACTOR WILL PROVIDE ALL SUBMITTALS REQUIRED FOR APPROVAL AND PERMIT FROM THE CITY 01- EDMONDS. 4'-8 3/8" 3'-4 1/4" ��-� �/8" EQUAL EQUAL � I � I 11'-O 3/8" 11'-8 3/8'� � 18'-� 3/�" 9'-3 1/�" � 22'-9" LTG./ELEC. FIXTURES LEGEND: 0 SURFACE MOUNTED, INTERCONNECTED SMOKE �4L�4RM PER R1314.� UJ/ B�4TTERY B�4CK-UP 0 SURFACE MOUNTED, BATTERY- POUJERED CO DETECTOR/,4LARM � � EV READY PARKING AND CI-I,�R�IN� ST,�TION UJ/ LEVEL II, �0-100 AMP BREAKER AND 208/2�0 �/ AC DEDICATED CIRCUIT. VERIFY LOCATION UJ/ OWNER. � � � HYDRONIC HEATING SYSTEM i SHALL BE PROTECTECTED FROM CROSS CONNECTION. i i Q.O.M. �_O.M. � �.O-S- c ABOVE JULIETTE BALCONY ABOVE O 1=.0. S. �.O.M r �, r �r O � � LOWER LEVEL. FLOOR PLAN NORTH SCALE: 1/4" = 1'-0" WALL /SYMBOLS LEGEND 8" TNK, POURED —IN —PUCE CONCRI= 1 RETAINING WALL. REFER TO STRUC— . DWGS. 8" TNK, POURED -IN -PUCE CONCR€T .............................................................................................................................. RETAINING WALL UJ/ 2 x � WD. STUD BURRING AND SIN. PER SCI-IED- �: NEW, 1=ULL—NT. 2 x � STUD WALL: .............................................................................................................................. 2 x � STUDS AS MAY BE INDICATED. NEW, PARTIAL HEIGHT WALL - 2 x � STUDS AS MAY BE INDICATED_ .�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.� SHADED PORTION O� FLOOR PLAN .................... INDICATES AREAS O� IN —SLAB .................... RADIANT IDEATING SYSTEM. SEE �� SPECS. AND MECI�/ELEC. EO. RM. ..................... FOR EQUIPMENT LAYOUT. D101 DOOR SYMBOL. SEE DOOR SCI�EDULE, SNT. A-11 1=0R ALL REQUIREMENTS. ��0� UJINDOUJ SYMBOL. SEE DOOR SCI—IEDULE, SNT. �4-11 1=0R ALL REQUIREMENTS. 1 4 M. O. 2 ELEV. NO. —SEE FIN. SC1—IED., fNTERIOR ELEV�4TION 3 ROOM NUMBER —SEE EINISI-4 SCHEDULE. SEE Sa—IT. A-10 1=0R APPLIANCE � PLUMBING 1=IXTURE SCI-4EDULE ��APPL f ANCE OR PLUMB f NG 1= f XTURE NO. WC APPLIANCE OR PLUMBING 1=IXTURE TYPE FLOOR PLAN KEYNOTES: 10 EXISTING LARGE BOULDER 1=ROM ORIGINAL JOBSITE. TO BE RELOCATED ��' GENERAL CONTRACTOR PER DIRECTIVE FROM OUJNER. DASHED LINE FROM FLOOR ABOVE. ODASI�ED LINE FROM ROOD ABOVE. SEE ROOD PLANS S1�TS. A—� AND A—�. ODASI�ED LINE FROM LANDSCAPE BRIDGE ABOVE. SEE FLOOR PLAN, SST. A-3 AND SITE PLAN, SST. A-1. ODASI�ED LINE FROM STRUCTURAL FRAMING ABOVE. SEE STRUCTURAL FRAMING DRAWIN 2 x � UJD. STUD 1=URRING � 1�" O.C. AT 1=ACE 01= CONCRETE RETAINING WALL AND R-15 BLOWN —IN BLANKET INSULATION BY BIBS —INTERIOR �INISI—I PER SCI—IEDULE. OVIDE R-23 BLOWN— IN BLANKET INSULATION �'�' BIBS AT ALL 2 x � WOOD STUD PERIMETER WALLS. OTILED SI—LOWER FLOOR AND WALLS TO �E INSTALLED OVER SCNLUTER OR WEDI UNDO WATERPROOFING SYSTEM PER MANUFACTURER'S INSTRUCTIONS, AND PER ARCI�ITECT'S DETAILS_ G.C. OPTIONAL SYSTEM MAY BE APPROVED I� DETERMINED TO BE "AS EQUAL". OPROVIDE LINEAR SLOWER DRAIN PER ARC1�fTECT'S DETAIL. 1® EXISTING, PRE —FABRICATED SAUNA UNIT TO BE PR®VIDEO BY THE OWNER. GENERAL CONTRACTOR TO VERIFY DIMENSIONS AND PROVIDE ADEQUATE SPACE AROUND TI-I€ UNfT AS REQUIRED, AS WELL AS UTILITY NOOK -UP REQUIREMENTS. 11. NEW STAIR AND RAILING SYSTEM PER ARC1� f TECTURAL DETAILS. SEE BUILDING SECTION "C" S1�EET A-8 1=0R SECTION CUT TI�ROUGb AREA. 12. RESIDENTIAL ELEVATOR DESIGN AS S1�OWN fS BASED ON UNIT AVAILABLE 1=ROM RESIDENTIAL ELEVATORS, C800�832-200�, MODEL bOR I�P2 A 15, WITb L1� RAIL, IN -LINE OPENING, AND ACCORDION GATE. 10" MIN. PIT DEPTI-I. GENERAL CONTRACTOR TO COORDINATE WITH OWNER FOR STANDARD AND OPTIONAL 1-EATURES BE1-0RE PLACING ORDER_ 13. GARAGE DOOR OPENERS TO BE JACK-SI�A1=T TYPE OPENERS 1=0R SECTIONAL GARAGE DOORS. SEE DOOR TYPES, SHEET A-11. 1�. TYPICAL CLOSET SI�EL1= AND POLE. 15. QUARTS COUNTERTOP W/ SPLASI� AND EDGE DETAIL AS SPECIFIED BY TEE OWNER, AND CABINETRY ABOVE AND BELOW. 1�. PROVIDE EXI�AUST DUCT 1=0R DRYER UNIT TO AN EXTERIOR WALL. 1�. SEE APPLIANCE AND PLUMBING 1=IXTURES LEGEND, S1�T. A-�, 1=0R ALL KITCHEN/UTILITY APPLIANCES, AND ALL PLUMBING FIXTURES. 18. ALL SECONDARY BATIKS AND NEW MASTER BATb TO BE PROVIDED WITH A CEILING MOUNTED EXI-IAUST BAN UJITN DUCTED OUTLET TO THE ROOD OR OUTSIDE WALL. SEE REELECTED CEILING AND LIGHTING PLAN FOR SWITCHING REQUIREMENTS. 1�- WATER-RESISTANT DECKING MATERIAL O/ UNDERLAYMENT AS RECOMMENDED BY MANUFACTURER. SPECIFICATION FOR �INISN DECKING TO BE DETERMINED BY ARCI-IITLCT AND GENERAL CONTRACTOR. WOOD 1-RAMING AND NOG WIRE GUARDRAIL SYSTEM AT +3�" ABOVE �INISI-I FLOOR_ SSE EXTERIOR ELEVATIONS AND REFERENCED DETAILS. CONSTRUCTION TO BE CAPABLE O� RESISTING LATERAL LOADS AS SPECf�fED BY APPLICABLE CODE OR ORDINANCE REQUIREMENTS. 21. PAINTED G.I. GUTTER AT EDGE 01= DECK PER DETAILS AS REFERENCED. SEE NORT1� EXTERIOR ELEVATION, S1�T. A-�. 22. WATERPROOF CURB AND FLOORING BELOW WASI�ER/DRYS W/FLOORING SLOPED TO DRAIN. NEW �" TRICK CONCRETE PATIO SLAB W/ SALT—�INISI� OR BROOM—�INIS1� TEXTURE; SLOPE TO DRAIN. EV READY PARKING AND CHARGING STATION W/ LEVEL II, �0-100 AMP BREAKER AND 208/2�0 V AC DEDICATED CIRCUIT. VERf�Y LOCATION W/ OWNER. PER R31�.2.3 A NEAT DETECTOR OR NEAT ALARM RA I ED FOR AMBIENT OUTDOOR TEMPERATURES AND HUMIDITY SHALL BE INSTALLED IN TEE GARAGE IN A CENTRAL LOCATION AND IN ACCORDANCE WITI� MANUFACTURER'S f NSTRUCT I OHS. MANUFACTURED DECKING TREX PLANKING OR EQUAL WITS 1/�" SPACE BETWEEN PLANKS TO ALLOW 1-0R WATER TO SLOW TNROUGI-I. DECKING �INISN TO 1�E D�TERMIN�D BY ARCI�ITECT AND GENERAL CONTRACTOR_ � �,��_ �_ �SPAPE� 1 W N � � N N � (� O N N O O N N O O N N O c 1 N N�� N A ��`" °� N .--i 01 .--i N .--i +--i N N M O � N � � z z O O � U w w �c�Q �� Lj � � O O � � � J U U Q Y Y O � cn � � U U � �o}�"== ,.., zm�mUU W OU � w w Q Q � z_ Q oC a a � � Q U U U c��zzz O w� w w w � a z Q Q Q a a a a a � � o N w o � O N � z O � Q a o w z z w a o A � A /� MECHANICAL SYSTEM NOT PEP M1505.�.2 -SYSTEM CONTROLS: T1-1E WI�OLE-DOUSE MECI�ANICAL VENTILATION SYSTEM S1�ALL BE PROVIDED WITI� CONTROLS T1�AT ENABLE MANUAL OVERRIDE. CONTROLS SMALL INCLUDE TEXT OR � SYMBOL IND I CAT f NG THE I @ 1=UNCTION. OIT I�AS 1�EEN DECIDED TI�AT TEE WI�OLE-DOUSE MECI�AN I CAL VENT f LAT I ON SYSTEM I S TO BE A CONT INUOUS SYSTEM. AS SUCK THE TA1�LE M1�0�.4.��1� I�AS BEEN UTILIZED TO CALCULATE TIDE MECI�ANICAL AIR >=LOW A�� FOLLOWS: DWELLING UNIT AREA: 4,0g1 5.1=. CONDITIONED AREA NUMBER O� BEDROOMS: «) INCLUDING PILOT HOUSE CONTINUOUS AIR SLOW CALCUI-ATED FOR KITCI�EN AND BATIKS TO BE. 90 CAM 31 12 ADDITIONAL REQMTS. NOTES TIDE GENERAL CONTRACTOR WILL PROVIDE TIDE "` �lll"l�a`�f CAM O� T1-1E REQUIRED LOCAL EXI�AUST FOR T1�E BATI�ROOMS AND KITCI�ENS AS REQUIRED FOR W1�OLE 1�OME VENTILATION IN COMPLIANCE WITb fRC 1505.4. I� THE CITY REQUIRES SUBMITTALS FOR PERMIT, THE NVAC SUBCONTRACTOR WILL PROVIDE ALL SUBMITTALS REQUIIRED FOR APPROVAL AND PERMIT. OT1�E I�YBRID WATER I�EATERS AS SI�OWN IN TIDE MECbANICAL/ ELECTRICAL i�00M ARE TO BE INSTALLED BY THE GENERAL CONTRACTOR PER MANUFACTURER'S � INSTRUCTIONS. I� PIPING FOR �RESI� AIR OR EXI�AUST IS REQUIRED FOR TIDE UNITS, TEE I�VAC SUI�CONTRACTOR WILL PROVIDE ALL SUI�MITTALS REQUIRED FOR APPROVAL AND PERMIT FROM TIDE CITY O� E�MONDS. A A-7 (03�—® 3/�ii � 12'-� 3/4" �O'-�" � 4" 12'-1 3/4" 14'-10 3/4" �� 10 3/�" �'-O �/4" cb� c6) O � I 13 � 4. O �. A-17 RETAINING WALL UJ203 ENLARGED � UJ20� BELOW � STAIR PLAN — OUTSIDE �_O.M. BELOW � �/ � � O c�a 0 0 �� 1=.O.S. ,� 3. 0 �► � �'-0 3/8" � � I �m �� I � 1�. o 3 � • s� -- il'-8 3/8" 12'-� 1/4" LTG./ELEC. FIXTURES LEGEND: 0 SUR1=�4CE MOUNTED, INTERCONNECTED SMOKE �4L�4RM PER R1314.� UJ/ BATTERY BACK-UP o SURI=ACE MOUNTED, BATTERY - POWERED CO DETECTOR/ALARM � � EV READY PARKING AND C1�ARGING STATION W/ V I I 40 -100 AM AK AN 2 08/2 40 V AC LE EL P BRE ER D DEDICATED CIRCUIT. VER11=Y LOCATION UJ/ OUJNER. � � INTERCONNECT SMOKE ALARMS ARE A REQUIRMENT j � OF THIS PERMIT IN ACCORDANCE WITH R314.4. 1/2' j l� _�� 3. O >� >� � �_O_M_ BELOW I OUTSIDE 1=.O.S. � :», � �. GUEST 4 215 2 1�� I I � BEDROOM 3 �> UJ2 >o � D20 m AT PN. �� III �� E NTRY � � 208 2 '��' I � � � ' D2o � �� - - �� VEST. AT PN. 3 � E LEVATO AT PN. ��,�. � ELEVA � c�P 0% � CL�. n -' V E STI B U L CLG. �� nnr��r , D201 � 2 1 z ,� O � 15 16 � A-17 A-17 — � - - __ O READING, NOOK 20; V 212 `��\�' PARTIAL/ UJ210 UJ211 HT. WALL � - - � - - 22'-9 1/2" T'-G 1/4" �O'-�� o AT PN. I CLG. '� i� �. � � � �-UJ209 EXTERIO 2� BAL�ON STRUCT. BM. IN 1=LR. 1=RMG. N BELOW. SEE S.E. � �. DWGS. � �.O.S_ �� W208 �� 1-.O.M. 20'-2 3/4" �� 3- O O u�u 1/2" � � � SECOND FLOOR PLAN NORTH SCALE: 1/4" = 1'-0" WALL /SYMBOLS LEGEND �" T�K, POURED -IN -PLACE CONCRETE RETAINING WALL. REFER TO STRUCT_ DWGS. � TICK OU - IN- AC CONC � P RED PL E RE :::;»;»»::»::»::>;»;»»::»::»::>;»;»»::»::»::>;»;»»::»::»::>;»;»»::»::»::>;»;»»::»::»::>;»;»»::»::»::>;»;....... TA IN ING WA W/ 2 x � W STU RE LL D D BURRING AND PN. PER SC1�ED. N W �U -1-1T. 2 x � STU WA E LL D LL; 2 x � STUDS AS MAY 1�E INDICATED. NEW, PARTIAL 1�EIG1�T WALL - 2 x � STUDS AS MAY BE INDICATED. .�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.� SI�ADED PORTION O� FLOOR PLAN .... ............ INDICATES AREAS 01= IN -SLAB ....� ............ RADIANT IDEATING SYSTEM. SEE �� SPECS. AND MECI�/ELEC. EQ. RM. .................... 1=0R EQUIPMENT LAYOUT. p101 DOOR SYMBOL. SEE DOOi� SGI�EDULE, SNT. A-11 1=oR ALL REQU f REMENTS. UJ101 WINDOW SYMBOL. SEE DOOR SCHEDULE, Sl-4T. A-11 1=0R ALL REQUIREMENTS. 1 � M. O. 2 ELEV. NO. -SEE 1=fN. SGHED., fNTERl01� ELEVATION 3 ROOM NUMBER -SEE 1=1NISI-I SCHEDULE• SEE SNT. A-10 1=0R APPLIANCE � PLUMBING 1=IXTURE SGI-4EDULE OR PLUMBING FIXTURE NO. ��APPLIANGE WC �APPLIANGE OR PLUMBING FIXTURE TYPE FLOOR PLAN KEYNOTES EXISTING LARGE BOULDER FROM ORIGINAL JOBSITE. TO BE RELOCATED ICY GENERAL CONTRACTOR PER DIRECTIVE FROM OWNER. ODASI�ED LINE 1=RO1�I 1=L®®R ABOVE. 30. DASI�ED LINE 1=RO1�I R001= ABOVE. SEE R001= PLANS �� =;_ A-� AND A-S. ODASHED LINE 1-P01"I LANDSCAPE BPIDGE ABOVE. SEE SLOOP PLAN, SNT. A-3 AND SITE PLAN, SNT. A-1. ODASI�ED LINE 1=RO1�I STRUCTURAL 1=i�AMING ABOVE. SEE STRUCTURAL 1-RAMING DRAWIN 2 x 4WD. STUD BURRING � l�" O.C. AT DACE O� CONCRETE RETAINING WALL AND R-1� BLOWN -IN BLANKET INSULATION BY BIBS -INTERIOR PNISI� PER SCI�EDULE. OVIDE R-2� BLOWN- IN BLANKET INSULATION �Y BIBS AT ALL 2 x � WOOD STUD PERIMETER WALLS. OTILED SLOWER FLOOR AND WALLS TO BE fNSTALLED OVER SCI�LUTER OR WEDI UNDO WATERPROOFING SYSTEM PEP MANUI=ACTURER'S INSTRUCTIONS, AND PEP ARCI�fTECT'S DETAILS. G.C. OPTIONAL SYSTEM MAY BE APPROVED 11= DETERMINED TO BE "AS EQUAL" OPROVIDE LINEAR SI-LOWER DRAIN PER ARCI-IITECT'S DETAIL. 10 EXISTING, PRE-�AI�RICATED SAUNA UNIT TO BE PROVIDED BY TI-1E OWNER. GENERAL CONTRACTOR TO VERIFY DIMENSIONS AND PROVIDE ADEQUATE SPACE AROUND TIDE UNIT AS REQUIRED, AS WELL AS UTILITY KOOK -UP REQUIREMENTS. 11_ NEW STAIR AND RAILING SYSTEM PER APCI-IITECTURAL DETAILS_ SEE I�UILDING SECTION "C" SHEET A-� FOR SECTION CUT TI�ROUGI� AREA. 12. RESIDENTIAL ELEVATOR DESIGN AS SHOWN IS BASED ON UNIT AVAILABLE FROM RESIDENTIAL ELEVATORS, �300��2-2004, MODEL I�OR I�P2 A l�, WITI� LIB RAIL, IN -LINE OPENING, AND ACCORDION GATE. 10" MIN. PIT DEPTI�. GENERAL CONTRACTOR TO COORDINATE WITI� OWNER FOR STANDARD AND OPTIONAL FEATURES BEFORE PLACING ORDER. 13. GARAGE DOOR OPENERS TO BE JACK-SI�A�T TYPE OPENERS FOR SECTIONAL GARAGE DOORS_ SEE DOOR TYPES, SKEET A-11. 14_ TYPICAL CLOSET SI�EL� AND POLE. 1�. QUARTZ COUNTERTOP W/ SPLASI� AND EDGE DETAIL AS SPECf1=fED BY TbE OWNER, AND CABINETRY ABOVE AND BELOW. 1�- PROVIDE EXHAUST DUCT FOR DRYER UNIT TO AN EXTERIOR WALL. 1�_ SEE APPLIANCE AND PLUMBING PXTURES LEGEND, SIFT. A-�, FOR ALL KITCI�EN/UTILITY APPLIANCES, AND ALL PLUMBING PXTURES. 18. ALL SECONDARY BATIKS AND NEW MASTER 1�ATI� TO BE PROVIDED WITI� A CEILING MOUNTED EXI�AUST BAN WITI� DUCTED OUTLET TO TEE ROOD OR OUTSIDE WALL. SEE REELECTED CEILING AND LIGI�TING PLAN FOR SWITCI�ING REQUIREMENTS. 1�. WATER-RESISTANT DECKING MATERIAL O/ UNDERLAYMENT AS RECOMMENDED BY MANUFACTURER. SPECIPCATION FOR PNISI� DECKING TO BE DETERMINED BY ARCI�ITECT AND GENERAL CONTRACTOR. WOOD FRAMING AND I�OG WIRE GUARDRAIL SYSTEM AT �3�" ABOVE PNISI� FLOOR. SEE EXTERIOR ELEVATIONS AND REI=ERENCED DETAILS. CONSTRUCTION TO BE CAPABLE 01= RESISTING LATERAL LOADS AS SPECf1=1ED BY APPLICABLE CODE OR ORDINANCE REQUIREMENTS. 21. PAINTED G.I. GUTTER AT EDGE 01= DECK PER DETAILS AS REI=ERENCED. SEE NORTH EXTERIOR ELEVATION, SNT. A-�. 22. WATERPROOF CURB AND FLOORING BELOW WASHER/DRYER W/FLOORING SLOPED TO DRAIN. aNEW 4" TRICK CONCRETE PATIO SLAB W/ SALT-�INISb OR BROOM-1=1NISN TEXTU@E; SLOPE TO DRAIN. EV READY PARKING AND CI�ARGING STATION W/ LEVEL I., 40-100 AMP BREAKER AND 208/240 V AC DEDICATED CIRCUIT. VER11=Y LOCATION W/ OWNER. `?�. PER R�14.2.� A FEAT DETECTOR OR FEAT ALARM RATED FOR AMBIENT OUTDOOR TEMPERATURES AND I�UMIDITY SMALL BE INSTALLED IN TIDE GARAGE IN A CENTRAL LOCATION AND fN ACCORDANCE WITI� MANUFACTURER'S INSTRUCTIONS. aMANUFACTURED DECKING TREX PLANKING OR EQUAL WITI� 1/4" SPACE BETWEEN PLANKS TO ALLOW FOR WATER TO 1=LOW TI�ROUGI�. DECKING 1=INISI� TO BE DETERMINED BY ARCbITECT AND GENERAL CONTRACTOR. 1 2_�_ CSPARE� 1 W N � � N N � (� O N N O O N N O O N N O c 1 N N�� N A ��`" °� N .--i 01 .--i N .--i +--i N N M O � N � � z z O O � U w w �c�Q �� Lj � � O O � � � J U U Q Y Y O � cn � � U U � �o}�"== ,.., zm�mUU W OU � w w Q Q � z_ Q oC a a � � Q U U U c��zzz O w� w w w � a z Q Q Q a a a a a � � o N w N � O N � z o � cn N O� Q R: O W z z w a o A � A I TG./FI FC. FTXTl1RFS I FGFNI�� NIAI I / SVMR(11 S I FrFNh• �� A 2 C Q SUR1=�4GE MOUNTED, fNTERGONNEGTED �" �I�K, P0�4RED-IN-P�,4CE CONCRETE SMOKE ,4L,4RM PER R131�.� UJ/ A_� ,4-17 A_$ RETAINING WALL. REFER �O STRUCT_ B�4TTERY BACK-UP DUJ�S. PROJECTED 0 SUR1=�4GE MOUNTED, B�4TTER�'- P001- �E�M �� I�, P0�4RED-IN-P�,4CE CONC�E� POUJERED GO DETECTOR/ALARM 23 2� RB E � ;r,;r,;;;;;;;;;;;r,;r,;;;;;;;;;;;r,;r,;;;;;;;;;;;r,;r,;;;;;;;;;;;r,;r,;;;;;;;;;;;r,;r,;;;;;;;;;;;r,;r,;;;;;;;;;;;r,;;;;....... ............................................................. RETAINING WALL UJ/ 2 x � WD. STUD 2. �URRIN� AND SIN. PER SCI�ED. � � EV READY PARKING AND CI�ARC�INCx STATION W/ V I I �O -100 AM AK AN 2 08/2 �O V AC LE EL P ARE ER D I N UJ �U -1-1�. 2 x � SOU WA E LL D LL; DEDICATED CIRCUIT. VERIFY LOCATION W/ OUJNER. 2 x � SUDS AS MAY 1�E INDICA��1�. � NEUJ, PARTIAL I�EIC�I�T UJALL - 2 x � � ' 2. STUDS AS MAY �E INDICATED. � O ..................... SI�ADED PORTION O� FLOOR PLAN - .... ............ INDICATES AREAS 01= IN -SLAB �.�.�.�. �.�.�.�.�.�.�.�.�.�.�.� RADIANT I�EATINC� SYSTEM. SEE �� SPECS. AND MECI�/ELEC. EQ. R1"I. �U��ER 2� 1=0R EQUIPMENT LAYOUT. a1�ITL_ 2� � 1��WNSP�UT �. � �= _ 2� 2� p101 DOOR SYMBOL. SEE DOOi� SGI�EDULE, SNT. ,4-11 • PROJECTED � 1=0R ,4LL REQUIREI"IENTS. � z 0 I I v� I I I R001= �EAI"I UJ101 UJINDOUJ SYMBOL. SEE DOOR SGNEDULE, Sl-4T. � � I I -C I y CORBEL A-11 FOR ,4LL REQUIREMENTS. � U� -- I � �ti �-- W N � � N N � E O N N O O N N O O N N O � N N � � N N .--I 01 .--I N .--I ,-I N N M O � N �� z z O O � U w w � C� Q � oC � � Lj � O O � � � J Q U U � � Y Y O cn � U U � � � } _ _ ,.., zmUmUU ��wwQQ W � z_ Q oC a a can � � Q U U U c��zzz o w� w w w � a Q Q Q z aaaaa� � N N o � N � � � o w O z cn N O� Q Ri O z w a W z o A � A �.�. CCU T UJI1�� i i i �. `+u i i �i� 2� 2G .DOWNSPOUT 2� 2�. 23 �. PAINED METAIL SPARK ARRESTOR AND 1"IE�AL CI�IMNEY SUPPORTS FOR 2. METAL CI�IMNEY. 1 SLUE FROM SECOND FLOOR �IREPI=ACE. SEE EXTERIOR SHEET 12'-�2" 2�'-�" A-17 1�'-10 3/a" ELEVATIONS. Sepo DMOONDS� I I C DEVELOPMENT SERVICE TYPICAL R1-. � �O" X �1.�'� X 1.25�� T�K. SOLAR PANEL IN ARRAY PER DEPA ENT � �,�-� �/8�� 2�-0�� OVERNAN� NORTH INDEPENDENT CONTRACTOR WINO IS TO COORDINATE WITI� _ >� GENERAL CONTRACTOR 1=0R ATTACI�MENT TO R�C�. AND 1=0R CONDUIT PENETRATIONS 01= TIDE 1=INISI� R001=1NC� MATERIAL. 3 PILOT HOUSE FLOOR &LOWER ROOF PLAN SCALE: 1/4" - ��-o�� 1 ELEV_ ��2� CALCULATED, ALLOWABLE MAX. R�. DT. €L€V. ELEV. 3�0.�� PILOT DOUSE DAL. PLATE W z i--i J U Q m �- ELEV. ��2.41 w PILOT DOUSE SIN. 1=LR. _� 2ND 1=LR. DAL. PLATE DT. z ® � � `�° LL J M W z J W O 2 O z 3 EXTERIOR ELEVATION & BUIL OMTL. ROOFING RIDGE CAP �Y ATAS IN-LNATIONAL, INC. OR APPROVED EQUAL �Y TDE ARCDITECT. O1" BATTEN SEAM, 2�GA. METALLIC COATED STEEL R001=1NC� �Y ATAS INTERNATIONAL, fNC. OR APPROVED EQUAL ��' T1DE ARCI-IITECT UJ/ 12 5/8" PANEL CO�/ERAC�E; COLOR AS SELECTED ��' OWNER AND ARCDITECT. OMTL_ ROOFING VALLEY SECTION 1�Y ATAS INTERNATIONAL, INC., OR AS APPROVED EQUAL 1�Y TDE ARCDITECT_ O2 x � FASCIA OR BARGE 1�OARD WITD PAINT COLOR AS SPECIFIED �'�' OWNER AND ARCDITECT. OPREI=A�RICATED, MANUI=ACTURED WOOD ROOD TRUSSES TO �E SUPPLIED ��' OUTSIDE CONTRACTOR AND INSTALLED �Y GENERAL CONTRACTOR. �A�RICATOR TO �E RESPONSIBLE FOR ENGINEERING AND SEPARATE PERMITS. OPAINTED � x 10 DECORATIVE WOOD SEAM AND SDAPED WOOD CORBELS PER REI=ERENCED DETAILS. PROVIDE PAINTED G.I. CAP �LASDING � WEATDER-EXPOSED ENDS PER DETAIL. OJAMES DARDIE SELECT CEDARMILL DOR. SIDING W/ �" EXPOSURE; FACTORY PRIMED 1=0R PAINTED �INISD; PAINT COLOR AS SELECTED �Y OWNER AND ARCDITECT. ODARDIE TRIM BOARDS IN WIDTD AS SPECIFIED ON DETAILS W/ SMOOTD �INISD AND FACTORY PRIMED FOR PAINT; PAINT COLOR AS SELECTED �Y OWNER AND ARCDITECT. O2 x 12 SKIRT BOARD W/ PAINTED DRIP 1=LASDING AT TOP PER DETAIL. PAINT COLOR TO MATCD SKIRT BOARD fN PAINT COLOR AS SELECTED �Y OWNER AND ARCDITECT. DING SECTION KEYNOTES: 10 PAINTED G.I. GUTTER AND DOWNSPOUTS WDERE INDICATED. PAINT COLOR AS SELECTED ��' OWNER AND ARCI-IITECT. DOWNSPOUT TO TERMINATE INTO SITE DRAINAGE COLLECTOR SYSTEM AS DESCR113ED ON CIVIL DRAWINGS. il. PAINTED G.I. �LASDING BETWEEN WALL DACE AND ROOFING TRANSITION PER DETAIL. PAINT COLOR AS SELECTED 1�Y ARCDIECT. 12. PAINTED METAL ATTIC VENT WITD fNTERIOR INSECT SCREEN AS PART O� ASSEMBLY PER DETAIL. PAINT COLOR AS SELECTED �"�' OWNER AND ARCDITECT. 13. PAINTED WOOD WALL CAP PER DETAIL. PAINT COLOR AS SELECTED �Y OWNER AND ARCDITECT. 1�. WOOD FRAMED LANDSCAPE BRIDGE TO ENTRY LANDING AREA PER DETAILS. WOOD FRAMING PAINTED IN COLOR AS SELECTED �Y OWNER AND ARCDITECT. 15. WOOD BRIDGE DANDRAIL OR GUARDRAIL SYSTEM WITD PAINTED DOG WIRE INI=ILL PER DETAILS. PAINT RAILINGS AND SUPPORTS IN COLOR AS SELECTED �'�' OWNER AND ARCDITECT. 16 PAINTED METAL 1=(REPLACE SLUE CO�/ERING W/ GUY WIRE SUPPORTS TO BUILDING 1=RAMING AS SDOWN. METAL 1=LUE AND SPARK ARRESTOR DOUSING TO BE PAINTED IN COLOR AS SELECTED �Y OWNER AND ARCDITECT. 1�. EXPOSED DACE O� CONCRETE RETAINING WALL Al30VE �INISD GRADE ELEVATION. 18. G.I. METAL 1=LASDING AT ROOD CRICKET. SEE ROOD PLAN. 1 A-17 19. l 1-) � �o.) 19. 40" x T1.T" x 1.2�" TDK. SOLAR PANELS IN ARRAY PER INDEPENDENT CONTRACTOR WNO IS TO COORDINATE WITD GENERAL CONTRACTOR FOR ATT,4CDMENT TO ROOFING ,4ND FOR CONDUIT PENETRATIONS O� TDE �INISD ROOFING MATERIAL. �o SPARE) 21. WATERPR001- 1-1NISN DECKING 1"IATERIAL O/ UNDERLAi'�'\ I AS RECOMMENDED �Y MANUFACTURER. 22. PLYWOOD SNEATNING O/ SDAPED 2 x 1-LOOR JOISTS PER STRUCTURAL DWGS.; SLOPE MIN. 1/�" PER SOOT TO DRAIN. 23. 2 x 8 ROOD RATERS � l�" O.C. -SEE STRUCTURAL DRAWINGS. 2�. JAMES 1-4ARDfE SIERRA 3 SIDING ,4T UNDERSIDE O� ROOD O�/ERDANG PER DETAIL. 25. 11 �/�" TJ 1110 FLOOR JOISTS PER STRUCTURAL DRAWINGS. 26 WOOD SUPPORT 1�EAM5, READERS, OR FLOOR GIRDERS PER STRUCTURAL DRAWINGS. 2�. CONCRETE RETAINING WALL -SEE STRUCTURAL DWGS. FOR DETAILS AND SPECS. PROVIDE DRAIN, GRAVEL, AND FILTER 1=A�RIC ENCASEMENT PER SOILS REPORT. SEE CIVIL DWGS. 1=0R DRAINAGE REQUIREMENTS. 28. DEPRESSED SECTION O� CONCRETE FLOOR SLAB. SEE ELEVATOR MANUFACTURER REQUIREMENTS FOR DEPTD O� ELEVATOR PIT AND CONC. STRENGTD REQUIREMENTS. 1 -17 29. CONCRETE FLOOR SL,41�. SSE �OUND,4TION PL,4N AS P�4RT O� STRUCTURAL DWGS_ FOR REQUIREMENTS INCLUDING VAPOR BARRIER AND SASE MATERIAL. CONCRETE PAD SOOTING PER STRUCTURAL DRAWINGS. 31. OWENS-CORNING R-38C "ECOTOUCD" TDERMAL GATT INSULATION SECURED IN PLACE BETWEEN ROOD TRUSSES, CEILING JOISTS, OR FLOOR JOISTS AS REQUIRED. 32 1�I1�S, R-2� 1�LOWN-IN 1�LANKET TDERMAL fNSULATION BETWEEN WOOD STUDS PER MANU�_ SPECS. AT EXTERIOR WALLS. 33 2 x � CEILING JOISTS '� lro" O.C. AT DROPPED CEILINGS. SEE REI=LECTED CEILING AND L IGDTING PLANS. 3� CSPARE) 35 CSPARE) ELEV. 3T3.55 10 U RIDGE LINE 01- NIGDEST R001- � ELEVATOR SDA�T DAL. PLATE DIT. 10 O16 . G Y R SUPPORTS 1=0R PILOT DOUSE D1�L. PLATE METAL CDIMNEY. O � ' W305 ' - � 11 �. 8. 11. �. =� l , � 30� � �. 1 A-17 � 2. 8. 19. 6. 10 PILOT DOUSE 1=1NISN 1=LOOR 10. 2ND 1=LR. DAL. PLATE DT. 15 12 A-17 13 5 -1 � _ `„� c�a �� WEST EXTERIOR ELEVATION «<,E �a-,o I 1 SOUTH EXTERIOR ELEVATION ��Q,E „a -, o 2 W N � � N N � (� O N N O O N N O O N N O c 1 N N�� N A ��`" °� N .--i 01 .--i N .--i +--i N N M � � N � � 0 0 � U w w �c�Q �� Lj � � O O � � � J U U Q Y Y O � cn � � U U � �o}�"== ,.., zm�mUU W OU � w w Q Q � z_ Q oC a a � � Q U U U c��zzz O w� w w w � a z Q Q Q a a a a a o N w N � O N � z o � cn N O� Q R: O W z z w a o A � A I EXTERIOR ELEVATION &BUILDING SECTION KEYNOTES I OMTL. R001=1NC� RIDGE CAP �Y ATA� INTERNATIONAL, fNC. O� 10 P,�fN�ED �.I. �l�fifiER AND DOUJNS�OIJ�S UJNERE INDIC��ED. 19. 40" x �1"�" x L2a" �I�K" SOLAR PANELS IN ,4RRA1' PE1� APPROVED EQUAL �Y THE �RCI-IITECT. �AIN� COLOR ,4� SELECTED ��' OWNER ,4Np ARCNI�EC�" INDEPENDENT CON�R,4C�OR UJI�O IS �O COORDIN,4�E UJI�I� pOUJNSPOUT TO TERMINATE INTO SITE DR�4INAGE GENER,4L CONTRACTOR FOR ,4TT,4CHMENT TO ROO�fNG ,4ND O1" BATTEN SEAM, 2�GA. METALLIC COATED STEEL ROOFING COLLECTOR SYSTEM ,4S DESCRIBED ON CIVIL DR�4UJINGS" FOR CONDUIT PENETRATIONS O� T1�E FINISH ROOFING 1�Y ATAS INTERNATIONAL, INC. OR APPRO�/ED EQUAL �Y MATERIAL. THE ARCHITECT W/ 12 �/�" PANEL CO�/ERAGE; COLOR AS 11. PAINTED G"I" �LASI�ING BETWEEN W,4LL �,4CE ,4ND ROOFING SELECTEp �'�' OWNER ANp ,4RCHITECT" TRANSITION PEi� DETAIL. PAINT COLOR AS SELECTED �'�' � «PARE O3. MTL" ROOFING VALLEY SECTION �Y ATAS INTERNATIONAL, ARCHIECT. 21. WATERPROOF �INISa-4 PECKING MATERIAL O/ UNpERLA�'MENfi INC., OR AS APPROVED EQUAL �'�' THE ARCHITECT. 12. PAINTED METAL ATTIC VENT WITH INTERIOR fNSECT SCREEN AS RECOMMENDED �'�' MANUFACTURER" O2 x � FASCIA OR BARGE BOARD WITH PAINT COLOR AS AS PART 01= ASSEMBLY PER DETAIL. PAINT COLOR AS 22. PLYWOOD SNLA�I-IING O/ SI-IAPLD 2 x FLOOR JOISfiS PLR SELECTED ��' OWNER AND ARCHITECT. SPECIFIED BY OWNER AND ARCHITECT. STRUCTURAL pWGS.; SLOPE MIN" 1/�" PER SOOT TO DRAIN" OPREI-ABRICATED, MANUI-ACTURED WOOD R001- TRUSSES TO 13. PAINTED WOOD WALL CAP PER DETAIL. PAINT COLOR AS 23. 2 x � ROOD RATERS � 1�" O.C" -SEE STRUCTURAL BE SUPPLIED �'�' OUTSIDE CONTRACTOR AND INSTALLED SELECTED ��' OWNER AND ARCHITECT. DRAWINGS. BY GENERAL CONTRACTOR. 1-ABRICATOR TO BE RESPONSIBLE FOR ENGINEERING ANp SEPARATE PERMITS" 14. WOOD FRAMED LANDSCAPE BRIDGE TO ENTRY LANDING 24. JAMES HARDIE SIERRA 3 SIDING AT UNDERSIDE O� ROOD AREA PER DETAILS. WOOD FRAMING PAINTED IN COLON OVERHANG PER DETAIL. O PAINTED � x 10 DECORATIvE LOOD BEAM AND SHAPED AS SELECTED �'�' OWNER AND ARCHITECT. WOOD CORBELS PER REFERENCED DETAILS. PROVIDE PAINTED G.I. CAP 1-LASHING � WEATHER -EXPOSED ENDS 25. �/�" TJI 110 FLOOR JOISTS PER STRUCTURAL DRAWINGS" PER pET,41L" 15. WOOD BRIDGE HANDRAIL OR GUARDRAIL SYSTEM WITH PAINTED NOG WIRE INI=ILL PER DETAILS. PAINT RAILINGS AND SUPPORTS IN COLOR AS SELECTED BY OWNER AND 2� WOOD SUPPORT BEAMS, HEADERS, OR 1=LOOR GIRDERS O JAMES NARDIE SELECT CEDARMILL HOR. SIDING W/ �" ARCHITECT. PER STRUCTURAL DRAWINGS. EXPOSURE; 1-ACTORY PRIMED 1-0R PAINTED 1-1NIS1-I; PAINT COLOR AS SELECTEp BY OWNER ANp ARCHITECT" 1�o PAINTED METAL 1=(REPLACE SLUE COuERING W/ GUY WIRE 2�- CONCRETE RETAINING WALL -SEE STRUCTURAL DWGS. 1=0R SUPPORTS TO BUILDING 1=RAMING AS SHOWN. METAL 1=LUE DETAILS AND SPECS. PROVIDE DRAIN, GRAVEL, AND OS. HARDIE TRIM BOARDS IN WIDTH AS SPEC11=1ED ON DETAILS AND SPARK ARRESTOR HOUSING TO �E PAINTED IN COLOR FILTER �A�RIC ENCASEMENT PER SOILS REPORT. SEE W/ SMOOTH 1=1NISb AND 1=ACTORY PRIMED 1=0R PAINT; AS SELECTED �Y OWNER AND ARCHITECT. CIVIL DWGS. 1-0R DRAINAGE REQUIREMENTS. PAINT COLOR AS SELECTED BY OWNER AND ARCHITECT. O9. 2 x 12 SKIRT BOARD W/ PAINTED DRIP 1=LAS1-IING AT TOP 1�. EXPOSED DACE O� CONCRETE RETAINING WALL ABOVE 2S- DEPRESSED SECTION O� CONCRETE 1=LOOR SLAB. SEE �INISI� GR�1�E ELE�/,/��ION" ELE�/ATOR MANUI=ACTURER REQUIREMENTS 1=0R DEPTI� O� PER DETAIL. PAINT COLOR TO MATCH SKIRT BOARD IN ELEVATOR PIT AND CONC. STRENGTH REQUIREMENTS. 4 3 PAINT COLOR AS SELECTED BY OWNER AND ARCHITECT. lg_ G.I. METAL SLASHING AT ROOD CRICKET. SEE ROOD PLAN. 29. CONCRETE FLOOR SLAB. SEE FOUNDATION PLAN �� PARS 01= STRUCTURAL DWGS. 1=0R REQUIREMENTS INCLUDING vAPOR BARRIER AND SASE MATERIAL. CONCRETE PAD 1=OOTING PER STRUCTURAL DRAWINGS. 31. OWENS-CORNING R-3�C "ECOfiOUC�-4" �I-IERMAL �A�fi INSULATION SECURED IN PLACE BETWEEN ROOD TRUSSES, CEILING JOISTS, OR FLOOR JOISTS AS REQUIRED" 32 �I�S, R-23 BLOWN -IN BLANKET THERMAL INSULATION BETWEEN WOOD STUDS PER MANU�. SPECS. AT EXTERIOR WALLS. 33 2 x � CEILING JOISTS � 1�" O.C. AT DROPPED CEILINGS. SEE REELECTED CEILING AND LIGHTING PLANS. 3� � �i�ARL� 35 CSPARE� ELEV. 3T�.25 CALCULATED, ALLOWABLE MAX. R1=. HT. ELEV. i Q. _ �� O LLL VATOR SHAFT D1�L. PL TE „ � � , � � � � , � �� ELEV. 3�®.�� PILOT DOUSE DBL. PLATE -� ,, � - �� I I - z � � g UJ303 , '' 1.U302 11. 10 8. J A-17 19. � � � I I � U m2- I I �. Q ELEV" 3�2"�l ~ _ � PILOT HOUSE 1-1N. 1-LR. � to to w (� SECOND 1=L®®R DBL PLATE � � � GUARDS SHALL NOT HAVE AN OPENING FROM THE WALKING SURFACE � w ` TO THE REQUIRED GUARD HEIGHT THAT WILL ALLOW THE PASSAGE OF ,� ', O z � A 4" SPHERE IN ACCORDANCE WITH 2O21 IRC R312.1.3. � 9. � i 15 � HARDWARE &FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED � - 15, � � WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS � J U1203 � STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF I I i i i � MANUFACTURER'S RECOMMENDATIONS AMINIMUM OF ASTM A 653 TYPE � � 1�. � i i i Q G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. ELEV" ��"o - 1�. J . � IRC R317.3.1 IBC 2304.10.5.1 � A-17 W ELE V" 3�2"O SECOND SIN. SLR. z - - J -1 I I=1 I I=1 I I=1 I I=1 � �� I=1 I I=1 I I=1 11= I I=1 I I=1 I I=1 I I=1 i�1=1 11=1 11=1 11=1 I I+I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I_ ELEV" 3�0"O -III=III=III=III=III- 9 9. 12 � �IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � EXTERIOR 1�ALCONY III -III -III -III -III- _ � � � � O A-17 III-III-III-III-III-III-III-III�III-III-III-III-I'll-III-III-III-III-III-III-III-III-III-III-III-III-I � ELEV ��.� O BE�'OND. -III-III-III-III-� m 6 � � �-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I I I III -III -III -III -III- � A-17 �I I I -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -I w - - - - _� III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III_ a 1 I I -III -III -I � I -III_ �� I � I -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -I O -III-III-III-III-I I I � I III III III III III III III III III III III III III III III III III III III III III III III I I � � � `�" � �� - O - - - - � � � III -I � I -I � I -I � I -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -I oC =1 I I=1 I I=1 I I=1 � 1=� I I�� I I�=1 � I -I � I -I � I -I � I-III-1 I I-1 I I-1 I I-1 � I-1 � I-1 � I-1 � I-1 I I-1 I I-1 I I-1 I I-1 � I-1 � I-1 � I-1 � I-1 I I-1 I I-1 I I-1 I I-1 � I a III -III -III -III III $ III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -I E L E V" � ��"O 1= I RST 1= I N I SH 1=L ooR �-III-III-I � I -III -I �-III-I � I -I � I-ITI i i ITI-III-III-ITI i ITI-I � I -I � I -I � I -III -III -III -III -I � I -I � I -I � I -I � I -III -III -III -III -I � 1- - �� I� I --� � I I I� I I I ��I�-I�-I� � I I� I I I� I I I� I I I -III -III -III -III -III -III -III -III -III -I _ -III-III-III-III err --err rr� i� ire i r�i i� i>�ri i�i i� i� ri- -ice ire i r�i i� i>�ri i -ice ire i r�i i� i� ri i� i� ri Sri � err err rr� rr� ire i r�i i� i- 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I -I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 11= =1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 11= I I=1 11=1 11=1 11=1 I I- -rr� i� ire i rail i�l 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 LLL V. 3�2.0 -III-III-III-III- i � Trr--rr�l I I-III-III-III-III-III-III-III-III-III-III-III-III-I� � �I I I-III-III-III-III-III-III-� �,�I I I -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III-III-III-III-III -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I I I- O -III -III -III -III - I I -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III =III -III -III -III -III -III III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III = III =III =III =III =III III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III =III = I V. 3�0.0 -III -III -III -III - I I -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III III -III -III -III -III -III III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III - I I I .-� ELE �, � , 1. 2. A 17 6. 19. 1. O A 17 ELEV. 3T�.25 CALCULATED, ALLOWABLE MAX. 1=. HT. EL�V_ ELEV. 3T0.�� PILOT HOUSE DBL. PLATE ELEV. 3ro2.�1 PILOT HOUSE 1=1NISH 1=LOOR SECONp FLOOR ROOD DAL" PLATE ELEV. 353.25 SECOND 1=1NISH 1=LOOR ELEV. 352.0 ELEV. 350.0 ELEV. 3�8.0 ELEV. 3��.0 ELEV. 3��.0 ELEV. 3�2.0 ELEV. 3�0.0 13. W -z J O O z EAST EXTERIOR ELEVATION s�,�. „a -, o I 1 ,� PILOT HOUSE DBL. PLATE ?J PILOT HOUSE FINISH FLOOR - - 2ND SLR" D1�L" PLATE HT" 8 A-17 A-17 b 15. SECOND 1=1NISH 1=LOOR 1 w z J U a m W 0 m W z F--I J W O I ~ W W N � � N N � (� O N N O O N N O O N N O � N N � � N N .--I d1 ,--I N .--I ,-I N N M O � N � � 0 0 � U w w �c�Q �� Lj � O O � � � J Q U U � � Y Y O cn � U U �o}�"== � ,.., zm�mUU OU W � w w Q Q � z_ Q oC a a � � Q U U U c��zzz o w� w w w � a Q Q Q z a a a a a �..�..� U z� W N o � H� � U � W � � O Q - C G � � L O w � ^ v, (� � U (6 U � � U a cn � a--� � � U--� � o � U � O °' L � 00 W �,� 0 � � . . 0 � a V J z O I --I \Q W J w I..L v J O w 1..` O w z � � W X a w H �' w � � N N o � N � � � � w O z cn N d1 Q R: O z w a W z o A � A SHEET Sep 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICE DEP ENT NORTH EXTERIOR ELEVATION �� „a _, o 2 - __ ._ � �f1f1TTT(1N�1 RFf1MTC �If1TFC• FICTFRTf1R FI F\/ATTfI �I fL RI ITI f1TNr CF('TTf1N IIFV �If1TFC• �� WATERP�001=1NC� �T TbE EXTERIOR SIDE O� TIDE CONC�L I I lO. 1°'ITL. R001=1NC� RIDGE CAP �i' �T�� INTERN�TION�L, INC. OR 10 �,�IN�ED �.I. �U��ER AND DOI�N�POU�� I�NERE INDIC��ED. 19. �O" x �l �" x 1 2�" �I�K" 50�,41� P,4NE�� IN AI�I�A�' �E1� 29. CONC�EfiE �1-00� S�A�" SEE �OUNDAfifON ��AN ,4S �,4�fi RETAINING WALLS SHALL INCLUDE: APPROvED EQUAL ��' THE ARCHITECT. PAINT COLOR AS SELECTED 1�Y OWNER AND ARCHITECT" INDEPENDENT CONTRACTOR W1�0 IS TO COORDINATE WITI� O� STRUCTURAL DUJGS. FOR REQUIREMENTS INCLUDING DOWNSPOUT TO TERMINATE INTO SITE DRAIN,4G� GENERAL CONTRACTOR FOR ATTACI�MENT TO ROOFING ,4ND VAPOR BARRIER AND BASE MATERIAL. 1.� I -LOUSE �U�RD, TRU-DRY POLiMER MOD11-1ED �SPI-ILL - O I 1 BATTEN SEAM, 2�C�A. METALLIC CONED STEEL R001-fNC� GO��EC�OR SYSTEM ,4S DESCRIBED ON CI�/I� DR,4WIN�S" FOR CONDUIT RENETR�CTIONS O� TIDE �INISI� ROO�IN� EMULSION TO B� APPLIED O/ THE CONCRETE WALL BY ATAS INTERNATIONAL, INC. OR APPRO�/ED EQUAL BY MATERIAL. � CONCRETE PAD 1-OOTING PER STRUCTURAL DRAWINGS. SUR�AC� FOLLOWING MANUFACTURER'S 1�ECOMMENDAfiIONS THE ARCHITECT W/ 12 E/3" PANEL COVERAGE; COLOR AS 11. PAINTED �"I" �LASI�ING I�ETWEEN WALL �,4CE AND ROOFING FOR PREPARATION AND MEMBRANE INSTALLATION" SE1-EC�ED 1�Y OUJNEI� ,4ND ,41�CI�I�ECfi" Ti��NSITION RER DEVIL. ��INT COLOR �S SELECTED �Y � CSP�RE� 31. OUJENS-CORNING R-�3C "ECOTOUCI-I" TNERM,�L ��TT 2.� GARLAND INDUSTRIES GMX TI�EMAL, 3/�" TRICK DRAIN O MTL" ROOFING VALLEY SECTION BY ATAS INTERNATIONAL, ARCI�fECT. 21. O ��aATERPR001- 1-1NISN DECKING MATERIAL O/ UNDERL��'MENT INSULATION SECURED fN PLACE BETWEEN ROOD TRUSSES, CEf�IN� JOISTS, Old ��001� JOISTS AS REQUIRED" BOARDS W/ INSULATION VALUE 01= R-3 ARE TO BE INC., OR AS APPROVED EQUAL BY TIDE ARCI�ITECT. AS RECOMMENDED BY MANUFACTURER. fNSTALLED OVER TIDE MEMBRANE PER MANUI=ACTURER'S EXTENDING � MIN. 01= �" CLEARANCE O 12. PAINTED METAL ATTIC VENT WITI� INTERIOR INSECT SCREEN AS PART 01= ASSEMBLY PER DEVIL. PAINT COLOR AS 22. PLYWOOD SHEATHING O/ SHAPED 2 x 1-LOOR JOISTS PER 32 BIBS, R-2� BLOWN -IN BLANKET TI�ERMAL INSULATION RECOMMENDATIONS 2 x 3 FASCIA OR I�ARG� BOARD WITI� PAINT COLON AS SELECTED BY OWNER AND ARCI�ITECT. BETWEEN WOOD STUDS PER MANU�. SPECS. AT EXTERIOR ABOVE 1-1NISN GRADE. S�ECI�IED �Y OWNER AND ARCI�ITECT. STRUCTURAL DWGS.; SLOPE MIN. 1/�" DER SOOT TO DRAIN. UJALLS. 3.� COS€LLA DORKIN, DELTA MOLDSTRIP IS TO BE O PREFABRICATED, MANUFACTURED WOOD R001= TRUSSES TO 13. PAINTED WOOD WALL CAP PER DETAIL. PAINT COLOR AS 23. 2 x � ROOD RATERS � l�" O"C" -SEE STRUCTURAL 33 2 x � CEILING JOISTS � 1�" O"C" ,/�� DROPPED CEILINGS" fNSTALLED AT THE TOP O� TIDE DRAIN 1�OARDS PER BE SUPPLIED BY OUTSIDE CONTRACTOR AND INSTALLED SELECTED BY OWNER AND ARCI�ITECT. DRAWINGS" SEE REELECTED CEILING AND LIGI�TING PLANS" DETAIL" BY GENERAL CONTRACTOR. 1-ABRICATOR TO BE RESPONSfI�LE FOR ENGINEERING AND SEPARATE PERMITS" 14. WOOD FRAMED LANDSCAPE BRIDGE TO ENTRY LANDING 2�. JAMES NARDIE SfERRA � SIDING AT UNDERSIDE O� ROOD �3� BfBS, R-1� FLOWN -IN I�LANET TI�ERMAL fNSULATION AREA PER DETAILS. WOOD FRAMING PAINTED fN COLOR O�/ERI�ANG PER DETAIL" BETWEEN 2 x � WOOD STUDS AT CONCRETE i�ETAINING O PAINTED � x 10 DECORATIVE WOOD BEAM AND SI�APED AS SELECTED BY OWNER AND ARCI�ITECT. WALLS" WOOD CORBELS PER REFERENCED DETAILS. PROVIDE 25. 11 �/3" TJI 110 FLOOR JOISTS P1=R STRUCTURAL DRAWINGS" PAINTED G.I. CAP 1-LASI-LING � WEATHER -EXPOSED ENDS 15. WOOD BRIDGE I�ANDRAIL OR GUARDRAIL SYSTEM WITb 35 COSELLA DORKEN, DELTA-MOLDSTRIP AT TOP 01= GMX PER DETAIL" PAINTED I�OG WIRE INI=ILL PER DETAILS. PAINT RAILINGS 26 WOOD SUPPORT BEAMS, 1�E,4DERS, OR FLOOR GIRDERS TI�ERMAL DRAIN BOARD AT WATERPROOFING ASSEMBLY AT AND SUPPORTS IN COLOR AS SELECTED �Y OWNER AND PER STRUCTURAL DRAWINGS. CONCRETE RETAINING WALL. I -IT. 01- MOLDSTRIP ABA/. 1-.�. OJAMES I-IARDIE SELECT CEDARMILL I-IOR. SIDING UJ/ T" ARCHITECT. �/ARIES AS SIN. GRD. �/ARIES. G.C. MAY ADJUST LAYOUT. EXPOSURE; FACTORY PRIMED FOR PAINTED �INISN; PAINT COLOR AS SELECTED BY OWNER AND ARCHITECT. l�o PAINTED METAL 1=(REPLACE 1=LUE COVERING W/ GUY WIRE 2�. CONCRETE RETAINING WALL -SEE STRUCTURAL DWGS. FOR 36 OWENS CORNING �OAMULAR �00, 2" TI�fCKNESS, RIGID �OAI� W N � � N N � E O N N O O N N O O N N O 1 N N�� N A c ��`" °� N .--I 01 .--I N .--I ,-I N N M O � N � � 0 0 � U w w � C� Q � oC � � Lj � O O � � � J Q U U � � Y Y 0 cn � U U �o}�"== � ,.., zmUmUU W�� w w Q Q � z_ Q oC a a can � � Q U U U c��zzz O w� w w w � a Q Q Q z aaaaa� SUPPORTS TO BUILDING 1=RAMING AS SbOWN. METAL 1=LUE DETAILS AND SPECS. PROVIDE DRAIN, GRAVEL, AND INSULATION AT CONCRETE FLOOR SLAM AREAS TO SAVE O I�ARDIE TRIM BOARDS IN WIDTI� AS SPEC11=1ED ON DETAILS 1=1LTER 1=A�RIC ENCASEMENT PER SOILS REPORT. SEE R,4D1,4NT FLOOR IDEATING. W/ SMOOTI� 1=INISI� AND 1=ACTORY PRIMED 1=0R PAINT; AND SPARK ARRESTOR HOUSING TO BE PAINTED IN COLOR CIVIL DWGS. 1-0R DRAINAGE REQUIREMENTS. W PAINT COLOR AS SELECTED BY OWNER AND ARCHITECT. AS SELECTED BY OWNER AND ARC(-IITECT. 3�. OWENS CORNING �0,4MUL,4R �00, 2" �I�fCKNESS, RIGID �0,4M U 28. DEPRESSED SECTION O� CONCRETE FLOOR SLAB" SEE INSULATION AT �.0. CONC" RETAINING WALL BULL 1-1T" TO I�OT. l�. EXPOSED �AC� O� CONCRETE RETAINING WALL AI�OVE ®� SLR. JSTS. IN AREAS TO SAVE RADIANT FLOOR IDEATING. O z � 2 x 12 SKIRT BOARD W/ PAINTED DRIP 1=LASl�ING AT TOP ELEVATOR MANUFACTURER REQUIREMENTS FOR DEPTI� �- T NISI GRADE ELEVATION. PER DETAIL. PAINT COLOR TO MATCH SKIRT BOARD IN ELEVATOR PIT AND CONC. STRENGTI� REQUIREMENTS. W N 3 PAINT COLOR AS SELECTED BY OWNER AND ARCHITECT. 38 OWENS CORNING 1=OAMULAR �00, 2" TI�ICKNESS, RIGID 1=0AM 18. G.f. METAL �LASNING AT ROOD CRICKET. SEE ROOD PLAN. 'NSULATION AT CONC. SLAB AT EXTERIOR 1=OUNDATION. Q � � � � � I --I � ELE�/. 37�.2� O5. 19. ELE�. 3��.25 CALCULATED, ALLOWABLE MAX. R�. �T. ELEV. � w � � � vi - - � Q M,4NUl=. WD. G,4BLE 31. 2�G�4" AL-�N ALLOY C0,4�ED W TRUSSES � 2�" O.C. STEEL W/ ACRYLIC COATING; O Z � � 16 PAINTED CI�IMNEY 1=LUE W/ � SPARK ARRESTOR 1=ROM 1=.P. 12" SPACING O� BATTEN SEAM. � PAINTED GUTTER � J O -� � w ELEV. 3�0.�� BELOW. EAVE, TYP" 3.5� � PILOT HOUSE DBL. PLATE � � PILOT SOUSE D1� "PLATE l0 1� U S.S. GUYWIRE � �3.s ��n ��. SLOPE �r � (� � _. SUPPORTS FOR MET,4L CI�IMNEY. 12 � � Rl-. SLOPE O 24. �,; U 32 11-8" TJ I WD" TR �S 25. JOIST SLR. 1=RM � O � � W = � U � � a cn � _ I 13. ,_ 32 I *I I � 1� O.C. � _�� N N o � N � � � o w O z cn N O� Q Ri O z w a W z o A � A ., ,. - - - � AS IAA T MU S I ON WAT 00� IN A I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P L E L ERPR G B RR ER .. e. :. II ..,,. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - III I_ - - - - - - - - - III - - - - - - - - II - - III III III III III •. :�• III III III III III III III III III III III III III III III III III III III III III III III I oC � - I I - - - - - - - - - - - - - - - - - - - - - - - - - - �. - I I .. .. I �� III III III III III III I III III III III III III III II - I I- - I V. 3�2.0 I � ELE II -I II -I II -III -II I -III -III -III -III -I II -III -III -II I -III -III -III -III -III -III I III -III -III -III -I � I -II I -II I -III -III -III - - - - - - -� - - - - - - - - - - - - 1 I I I � I I I I-1 I I-1 I I-1 I I-1 I I-1 -- -1 I I-1 I I-1 I I-1 I I -III I � I-III-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-= ------ �- � I I I_I-----------_ �/� T�IK" GMx T��RMAL DRAIN l�OARD �.0. SHEET II - - _ � � III- - - I�� I II III III III III 11 II .,III III III III II II II � I, III III -III -III -III -III -III -III -III -III -III -III -III -III ,III III -I I -III -III -III -III -III I i- - � Se 13 2024 �� _III II � III _ III=III=III=III=1I1= -=1II=1II-1Ii- III,-,III=III=III=III=III=III=III=III=III=1I-III-III-III-III-III- III -III -III -III -III -III -III -I II- CONC" RAT" WALL; AND �ILT�R �AI�RIC / GRAU�L P -1 I I � I I I I I -III -III -III -III -III -III -III -III -I I I i-I III , I I I i i I I I I I I I I I I -III -III -I I I I I -III -III -III -III -III -III -I 11-III III III-1 I I -III -III -III -III -III -I 11-- - - - -I � I I I -III-III- - - -III O CITY OF EDMONDS III -III -III -III -III -III,,- ILL,, III III III III III III -III � � '�' III III IiI III III III III III_ _III.,,III,,,III,. � COVER O/ P�R�ORAT�D DRAIN PIPE" SEA ADD" � ELEV ��O O z III -II -I-III_ _ _ _ III III _III- III -III- I I i- DEVELOPMENT SERVICE III III III -III- NOT A I-0 X AN WAT 001-N � C. DE NT 1�®"00 LOOKING EAST TO EXISTING SUBCLEFF HOME @ 60' FROM WEST PL. BUILDING S E CTI O N B SCALE: 1/4" - ��-0�� 2 �f1f1TTTf1N �l RF(IMTC N(1TFC• F1(TFRT(lR FI FVATT(1N R RI ITI f1TNf: CFfTT(lN IC FVN(ITFC• �� OWATERPROOFING AT THE EXTERIOR SIDE O� THE CONCRETE O 1'f-�_ ROOFING RIDGE CAP ��' ATAS INTERNATIONAL, INC_ OR 10 PAINTED G_f_ GUTTER AND DOWNSPOUTS WI�ERE INDICATED. 19. �O" x �1.T" x 1.25" T�K. SOUR PANELS IN ARRAY PER 29. CONCRETE 1=LOOR SLAB. SEE 1=OUNDATION PLAN AS PART RETAINING UJA�LS SI�A�L INCLUDE_ APPRO�/ED EQUAL �'�' TIDE ARCI�ITECT. PAINT COLOR AS SELECTED ��' OWNER AND ARCI�ITECT. INDEPENDENT CONTRACTOR WINO IS TO COORDINATE WITb O� STRUCTURAL DUJGS. FOR REOUIREMENTS INCLUDING DOWNSPOUT TO TERMINATE INTO SITE DRAINAGE GENERAL CONTRACTOR FOR ATTACbMENT TO R001=1NC� AN°� V,�POR �,�RRIER AND SASE MATERIAL. 1_� DOUSE GUARD, TRU-DRY POLYMER MODIFIED ASPI�AL 2O. 1 BATTEN SEAM, 24GA. METALLIC COATED STEEL ROOTING COLLECTOR SYSTEM AS DESCRIED ON CI�/IL DRAWINGS. 1=0R CONDUIT PENETRACTIONS 01= TI-IE 1=1NISN ROOFING EMULSION TO �E APPLIED O/ T1-1E CONCRETE UJALL �Y ATAS INTERNATIONAL, INC. OR APPROVED EQUAL ��' MATERIAL. 3�0 CONCRETE PAD TOOTING PER STRUCTURAL DRAWINGS. SURI=ACE 1=0LLOUJING MANUI=ACTURER'S RECOMMENDATIONS TIDE ARCI�ITECT W/ 12 �/8" PANEL CO�/ERAGE; COLOR AS 11. PAINTED G.f. 1=LASI�ING �ETUJEEN WALL 1=ACE AND R001=1NG 1=0R PREPARATION AND MEMBRANE fNSTALLATION. SELECTED ��' OUJNER AND ARCI�ITECT. TRANSITION PER DETAIL. PAINT COLOR AS SELECTED ��' � CSPARE� 31. OUJENS-CORNING R-ABC "ECOTOUCI�" TI�ERMAL GATT 2.� GARLAND INDUSTRIES GMX TNEMAL, 3/�" TI-LICK DRAIN O MTL. R001=1NG �/ALLE�' SECTION ��' ATAS INTERNATIONAL, ARCI-IIECT. 21. O WATERPROOF �INISI� DECKING MATERIAL O/ UNDER�A'�'MENT INSULATION SECJRED IN PLACE BETWEEN ROOD TRUSSES, CEILING JOISTS, OR 1=LOOR JOISTS AS REG2UIRED. BOARDS W/ INSULATION �/ALUE O� R-3 ARE TO �E INC., OR AS APPROVED EQUAL �Y THE ARCHITECT. AS RECOMMENDED ��' MANUFACTURER_ INSTALLED OVER THE MEMBRANE PER MANUFACTURER'S EXTENDING A MIN. O� �' CLEARANCE O 12. PAINTED METAL ATTIC VENT UJITN INTERIOR INSECT SCREEN AS PART O� ASSEMBLY PER DETAIL. PAINT COLOR AS 22. PLYWOOD SI�EATI�ING O/ SI�APED 2 x FLOOR JOISTS PEA 32 �I�S, R-28 BLOWN -IN BLANKET THERMAL INSULATION RECOMMENDATIONS 2 x 8 1=ASCIA OR BARGE BOARD WITb PAINT COLOR AS S��CTEp ��' OWNER AND ARCNITECfi. BETWEEN WOOD STUDS PER MANU�. SPECS. AT EXTERIOR A�O�/E �INISI� GRADE. SPEC11=1ED ��' OUJNER AND ARCI-IITECT. STRUCTURAL DWGS.; SLOPE MIN. 1/�" PER SOOT TO DRAIN. UJALLS. 3.� COSELLA DORIN, DELTA MOLDSTRIP IS TO �E O PRE�A�RICATED, MANUFACTURED WOOD ROOD TRUSSES TO 13. PAINTED WOOD WALL CAP PER DETAIL. PAINT COLOR AS 23. 2 x 8 R001= RAI=TERS � 1�" O.C. -SEE STRUCTURAL 33 2 x � CEILING JOISTS � 1�" O.C. AT DROPPED CEILINGS. INSTALLED AT T1-1E TOP O� TIDE DRAIN BOARDS PER 1�E SUPPLIED ��' OUTSIDE CONTRACTOR AND INSTALLED SELECTED ��' OWNER AND ARCHITECT. DRAWINGS. SEE REI=LECTED CEILING AND LIGI�TING PLANS. DETAIL. ��' GENERAL CONTRACTOR. �A�RICATOR TO �E RESPONSIBLE FOR ENGINEERING AND SEPARATE PERMITS. 14. WOOD 1=RAMED LANDSCAPE BRIDGE TO ENTRY LANDING 24. JAMES I�ARDIE SIERRA 8 SIDING AT UNDERSIDE O� ROOD 1. 34 �O �I�S, R-15 BLOWN -IN BLANKET TbERMAL INSULATION AREA PER DETAILS. WOOD FRAMING PAINTED IN COLOR OVERI�ANG PER DETAIL. BETWEEN 2 x � WOOD STUDS AT CONCRETE RETAINING O PAINTED � x 10 DECORATIVE WOOD SEAM AND SI�APED AS SELECTED �Y OWNER AND ARCHITECT. WALLS. WOOD COR�E�S PER RETERENCED DETAILS. PRO�/IDE 25. I 1/8" TJI 110 1=LOOR JOISTS PER STRUCTURAL DRAWINGS. PAINTED G.I. CAP �LASI�ING � WEATI�ER-EXPOSED ENDS 15. WOOD BRIDGE HANDRAIL OR GUARDRAIL SYSTEM WITI-I 35 COSLLLA DORKEN, DELTA-MOLDSTRIP AT TOP O� GMX PER DETAIL. PAINTED I�OG WIRE IN�I�L PER DETAILS_ PAINT RAILINGS 26 WOOD SUPPORT SEAMS, HEADERS, OR 1=LOOR GIRDERS fiI�ERMAL DRAIN BOARD AT WATERPROOFING ASSEMBLY Afi AND SUPPORTS IN COLOR AS SELECTED �Y OWNER AND PER STRUCTURAL DRAWINGS. CONCRETE RETAINING WAIL. ITT. O� MO�DSTRIP A��/. �_�. OJAMES I�ARDIE SELECT CEDARMI�L I�OR. SIDING W/ �" ARCI�ITECT. �/ARIES AS SIN_ GRD. �/ARIES_ G.C. MAY ADJUST LAYOUT. EXPOSURE; FACTORY PRIMED FOR PAINTED �INIS�; PAINT COLOR AS SELECTED �Y OWNER AND ARCI�ITECT. 2�. CONCRETE RETAINING WALL -SEE STRUCTURAL DWGS. FOR 3�o OWENS CORNING 1=OAMULAR �00, 2" TI�ICKNESS, RIGID 1=0AM W N � � N N � E O N N O O N N O O N N O 1 N N�� N A c ��`" °� N .--I 01 .--I N .--I ,-I N N M � � N � � 0 0 � U w w � C� Q � oC � � Lj � O O � � � J Q U U � � Y Y O cn � U U �o}�"== � ,.., zmUmUU W�� w w Q Q � z_ Q oC a a can � � Q U U U c��zzz O w� w w w � a Q Q Q z aaaaa� N N o N � � � o w O z cn N O� Q Ri O z w a W z o A � A SHEET Sep 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICE DE NT Z �:�:�:� :�:�:�:� NOTE: SHADED RM. NO. fNDiGATES EXISTING NOTE: SEE INTERIOR ELEVATIONS AND REFLECTED CEILING/ ROOM UJ/ NO CHANGES THIS PROJECT CN.I.C.) ROOM FINISH SCHEDULE L IGHTING PLANS FOR PAiNT DOLOR IND IGATiONS. . APPLIANCE &PLUMBING FIXTURES LEGEND . `� NOTE: SHADING fNDICATES ITEM TO BE REUSEp OR PURCHASED BY OUJNER; fNSTALLED �'�' GENERAL CONTRACTOR. :: ROOM ROOM NAME FLOORING BASE WALL NO. 1 WALL NO. 2 WALL NO. 3 WALL NO. 4 CEILING REMARKS KEY/ sYMB. DESCRIPTION / MANUFACTURER'S MODEL NO. DIMENSIONS: GAS REQUIREMENTS: ELECTRICAL REQUIREMENTS: PLUMBING REQUIREMENTS: REMARKS: MATERIAL FIN. MATERIAL FIN. MATERIAL FIN. MATERIAL FIN. MATERIAL FIN. MATERIAL FIN. MATERIAL FIN. HEIGHT , , w (> z Q � � Q � � � � 0 z � Q � z w _ U � CREF/FRZR fN KITCHENETTE) ----- J 101 RECRE,4TfON ROOM' F-Ol F•F• B-01 PT1 W-01 PT1 UJ-01 PT1 W-02 PT1 UJ-02 PT1 C-01 PT1 8'-�" /E B 102 B�4TH F-01 F.F. B-01 PT2 u1-01 PT2 UJ-02 PT2 u1-01 PT2 UJ-01 PT2 C-01 PT2 8'-O" u1-0o3 � SHOUJER FLOOR � UJALLS; C-03 � SHOUJER CLG. 2 � GE fi ROFILE SERIES, MODEL #PYE22KYNFS, 22.1 CU. FT. COUNTER -DEPTH, FRENCH -DOOR REFRIGERATOR/FREEZER. � I� �I 3 I� 69/8 x 31Y�. x 35/�. 120V, 60Hz, 15 AMP 103 STpR,�C�� F-Ol F•F• B-01 PT1 W-01 PT1 UJ-02 PT1 W-01 PT1 UJ-01 PT1 C-01 PT1 8'-O" 1 GE PROFILE, MODEL #PHP9030DTBB, 30" BUILT-IN TOUGH CONTROL fNDUGTiON COOKTOP. � s � s � 3Y�. x 21/8 x 29/�. ----- 240V, �O AMP OR 208V, �O AMP VERIFY LOCAL COPES FOR REQUIRED BREAKER SIZE- 104 iGfTCI-IENETTE �-oi F.F. 8-01 PT2 u1-01 PT2 UJ-02 PT2 uJ-02 PT2 uJ-o1 PT2 C-01 PT2 8 -o W �_O2 GT W 105 GUEST BEDROOM F-Ol F•F• B-01 PT1 W-02 PT1 UJ-01 PT1 W-01 PT1 UJ-02 PT1 C-01 PT1 8'-�" ZEPHR, MODEL #ZAN-H90DS, 3io" STAINLESS STEEL EXHAUST HOOP. 35%" x 22Y�" x ADJUST. HT. - - - - - 120V, /oOHz, �AHP 10� UJ,4LK- iN CLOSET F-01 F.F. B-01 PT1 W-02 PT1 UJ-01 PT1 W-01 PT1 UJ-01 PT1 C-01 PT1 8'-�" J EH 10� PRE -FHB S�4UN� F-01 F.F. g-01 0 PT1 W-01 � PT1 UJ-Ol 0 PT1 UJ-Ol 0 PT1 C-01 0 PT1 8'-�" 1 GE PROFILE, MODEL #PTS�OOOOSNSS, 30" BUILT-IN SiNGLE ELECTRIC CONVECTION UJALL OVEN. 29�/8" x 263/¢" x 293/�." ----- 2�OV, 20 AMP OR 208V, 20 AMP W O UJO 108 ELEV�4TOR VESTIBULE F-01 F.F. B-01 PT1 W-01 PT1 UJ-01 PT1 UJ-01 PT1 C-01 PT1 8'-�" �_O2 1 HiCROUJAVE CKiTCHENETTE) - - - - - l09 ELE V,a,TOR ALL INTERIOR FINISHES OF THE ELEVATOR GAB AS PROVIDED BY THE ELEVATOR MANUFACTURER. MUJ 110 STpR,�,G� F-01 F.F. B-01 PT1 UJ-02 PT1 UJ-01 PT1 W-01 PT1 UJ-01 PT1 G-01 PT1 8 -O �� FiN. CLG• HT• VARIES ARV• LANDINGS AND STAiR RUN• SEE BUILDING SECTION• SEE STAIR TREAD DTL. 2 GE PROFILE, MODEL #JES2251SJ, 2.2 GU. FT. CAPACITY, COUNTERTOP MIGROUJAVE OVEN. 3 .I I. ,I 13 /�. x 19 y x 2� ----- 120V, 13.9 AMP 111 11'fECI-I,4NIC�4L/ELECTfi�IC�4L fi�l�'� F-O� 0 N•F• �-01 0 PT1 UJ-02 0 PT1 PT1 UJ-02 0 PT1 PT1 UJ-02 0 PT1 PT1 W-01 0 PT1 PT1 G-01 PT1 PT1 8'-0" V�4RIES SLOPING GARAGE FLOOR M� W-02 UJ-02 W-02 UJ-02 G-02 1 GE PROFILE, MODEL #PDT�iSSYVFS, TOP CONTROL, STAINLESS STEEL D f SHUJASHER. 3 .I .I ,I 23 /� x25.� x 34 - - - - - 120V, /oOHz, (o•%AMP 112 TUJO-C,4R G�4R�4GE F-O� N.F. DW �SP�4RE � S ELECTROLUX, MODEL #ELFUJ��3�AUJ, FRONT LOAD ELECTRIC UJASHER. 2�" x 32" x 38" _ _ _ _ _ 120V, 15 AMP ELECTROLUX LUXURY -GLIDE PEDESTAL AND STORAGE DRAuJER, MODEL #EPl.UD25�UlUJ 20l ENTRY VEST f BULE E-01 F.F. B-o1 PT1 uJ-o2 PT1 W-01 PT1 uJ-o2 PT1 uJ-o2 PTi C-01 PT1 8'-0" 202 GOAT CLOSET F-o1 F.F. �-oi PT1 W-oi PT1 uJ-oi PT1 W-o2 PT1 W-oi PT1 G-o1 PT1 8'-0�� ELECTROLUX, MODEL #ELFE��3�AUJ, FRONT LOAD ELECTRIC DRYER. 2�" x 32" x 38" _ _ _ _ _ 208/240V, 30 AMP ELECTROLUX LUXURY -GLIDE PEDESTAL AND STORAGE DRAUJER, MODEL #EPUJD25�UIUJ 203 DINING ROOi„r F-01 F.F. B-01 PT1 UJ-01 PT1 UJ-01 PT1 G-01 PT1 8'-0" R 204 L f VfNGR001�f F-01 F.F. �-01 PT1 UJ-Ol PT1 uJ-02 PT1 UJ-02 PT1 C-01 PT1 8'-�" .. � � W � U Q � � W1 oC � Y (j z m � J � 1 CBATH 102) 205 RE�4D ING NOOK F-01 F.F. B-01 PT1 u1-01 PT1 UJ-01 PT1 u1-02 PT1 UJ-01 PT1 C-01 l�Tl 8'-0" EC C BATH 102 ) 20/o KITGI-�EN F-01 F•F• �-01 PT2 P �2 UJ-01 PT2 UJ-01 PT2 UJ-02 PT2 C-01 PT2 8'-�" �_O3 O O 20� P�4NTR�' F-o1 F.F. B-o1 PT1 w-o2 PT1 UJ-o1 PTi w-o1 PT1 UJ-o1 PTi C-01 PT1 a'-o" 2 CKITCHENETTE) 208 L�UNDR�' F-01 F•F• B-01 PT2 W-01 PT2 UJ-01 PT2 W-01 PT2 UJ-01 PT2 C-01 PT2 8'-O" SK � Q 209 ELEV�4TOR VESTIBULE F-01 F.F. B-01 PT1 u1-01 PT1 UJ-01 PT1 u1-01 PT1 C-01 PT1 8 -o �� 2 CKiTCHENETTE) 210 GUEST �,�TI-E F-01 F•F• B-01 PT2 UJ-03 F•F• UJ-01 PT2 E.E. UJ-01 PT2 UJ-01 PT2 E.E. C-01 PT2 8'-O" FC O �-O �-O CKITCHEN) U 211 GUEST BEDROO1Yf F-01 F.F. B-01 PT1 u1-02 PT1 UJ-02 PT1 u1-01 PT1 UJ-01 PT1 C-01 PT1 8'-�� SK 212 CLOSET F-01 F.F. B-01 PT1 UJ-01 PT1 UJ-02 PT1 UJ-01 PT1 UJ-01 PT1 C-01 PT1 8'-0" 3 CKiTCHEN) 213 M1�4STER SUiTE VESTIBULE F-01 F.F. B-01 PT1 UJ-01 PT1 UJ-01 PT1 W-01 PT1 UJ-01 PT1 G-01 PT1 8'-0" FC 214 1"C/�STER B,4TH F-02 F•F• B-02 F.F. W-01 PT2 UJ-02 PT2 W-01 PT2 UJ-01 PT2 C-01 PT2 8'-O" � 003 � SHOUJER FLOOR � UJALLS; C-03 � SHOUJER CLG• � CLAUNDRY) 215 MI�4STER BEDROOM' F-01 F.F. B-01 PT1 u1-01 PT1 UJ-02 PT1 u1-02 PT1 UJ-01 PT1 C-01 PT1 8'-0" CLAUNDRY) 216 1"C�STER uJ�4LK- fN CLOSET F-01 F.F. B-01 PT1 W-01 PT1 UJ-01 PT1 W-01 PT1 UJ-01 PT1 C-01 PT1 8'-0" FC 21� ST,41R F-01 F.F. B-01 PT1 u1-02 PT1 UJ-01 PT1 u1-01 PT1 UJ-01 PT1 C-01 l�Tl V,4RiES SEE BUILDING SEC ON� SEE STARS EAD DATL RUN 5 CGUEST BATH) � s}='/ARE � L.L1 301 i�ILOT 1-IOU�E F-01 F.F. B-01 PT1 UJ-02 PT1 PT1 UJ-02 PT1 UJ-02 PT1 C-01 PT1 8'-�" 5 CGUEST BATH) �_O2 � 302 B,�TH F-01 F•F• B-01 PT2 UJ-01 PT2 UJ-02 PT2 UJ-01 PT2 UJ-01 PT2 C-01 PT2 8'-O" FC CHASTER BATH) O 303 ELEVATOR VESTIBULE F-o1 F.F. 8-01 PT1 uJ-02 PT1 W-o1 PTi PT1 c-o1 PT1 a'-o" �-O2 SK = � C SPARE � � FC CHASTER BATH) � � CPiLOT HOUSE BATH) SK � FC (PILOT HOUSE BATH) i UJG C BATH 102 ) 2 UJC CGUEST BATH) 3 UJG CHASTER BATH) � UJC (PILOT HOUSE BATH) FINISH MATERIALS AND FINISHES LEGEND. H CBATH 102) FLOOR MATERIALS: NOTE: IN ALL CASES THE SUBFLOOR IS TO BE PREPARED AS MAY BE NECESSARY IF EXISTING CONDITIONS DICTATE, FOLLOUJING MANUFACTURER'S RECOMMENDATIONS PRiOR TO fNSTALLATION• F-Ol MANNiNGTON ADURA MAX, VINYL PLANK FLOORING, �" x �8 x SMM THK•, fN DOLOR SELECTION BY ARCHITECT AND OUJNER. F-02 CERAMIC OR PORCELAIN FLOOR TILE fN SiZE, PATTERN, AND COLOR AS SELECTEp BY OUJNER; THINSET O/ UNDERLAYMENT AS RECOMMENDED BY MANUFACTURER. F-03 CERAMIC OR PORCELAIN FLOOR TILE fN SiZE, PATTERN, AND COLOR AS SELECTED BY OUJNER; THINSET O/ UJATER- PROOF SYSTEM AS SELECTEp BY GENERAL CONTRACTOR AND AS APPROVED BY THE ARCHITECT AT SHOUJER AREAS. F-04 EXPOSED CONCRETE FLOOR SLAB UJ/ CONCRETE SEALER AS SELECTED BY GENERAL CONTRACTOR AND APPROVED OF BY THE ARCHITECT. SEE STRUCTURAL pWGS• FOR THICKNESS ANp RE iNFORCING. F-05 CSPARE) BASE MATERIALS: B-Ol 1 x 4 CLEAR DOUGLAS FiR OR PINE UJOOD BASE. 8-02 CERAMIC OR PORCELAIN TILE BASE TO MATCH FLOOR TILE IN SIZE, PATTERN, AND COLOR AS SELECTED BY OUJNER AND ARCHITECT. 8-03 CNO BASE THIS AREA) WALL MATERIALS: UJ-01 NEUJ 5/S" THiCK GYPSUM I.UALLBOARD TAPED AND FINISHED UJITH TEXTURE AS SPECIFIED BY ARCHITECT - TO BE PAINTED UJiTH COLOR AS SELECTED BY OUJNER AND ARCHITECT. UJ_02 NEUJ 5/8" THiCK TYPE "X" GYPSUM UJALLBOARD TAPED 0 � AND FINISHED UJiTH TEXTURE AS SPECIFIED BY THE ARCHITECT - TO BE PAINTED UJITH COLOR AS SELECTED BY OUJNER AND ARCHITECT. UJ-03 NEUJ 5/8" THiCK, TYPE "X" UJATER-RESISTANT GYPSUM uJALLBOARD TAPED AND PREPARED TO REGE f VE THIN -SET CERAMIC OR PORCELAIN TILE IN SiZE, PATTERN AND COLOR AS SELECTED BY OUJNER AND ARCHITECT• �_O� CERAMIC OR PORCELAIN uJALL TiLE IN SiZE, PATTERN, 0 1�,ND COLOR AS SELECTED BY OUJNER; THINSET O/ UJATER- PROOF SYSTEM AS SELECTED BY GENERAL CONTRACTOR AND AS APPROVED BY THE ARCHITECT AT SHOUJER AREAS• UJ-05 CULTURED STONE VENEER fN PATTERN AND COLOR AS SELECTED BY OUJNER AND ARCHITECT• UJ-O� CSPARE) WAINSCOT MATERIALS: NOTE: UJAINSCOT MATERIAL MAY BE FULL HEIGHT TO CEILING LINE -SEE INTERIOR ELEVATIONS• UJS-1 UJS-2 CEILING MATERIALS: G-01 NEUJ 5/8" THICK GYPSUM BOARD TAPED AND FINISHED UJITH TEXTURE AS SPECIFIED BY ARCHITECT - TO BE PAINTED UJITH COLOR AS SELECTED BY OUJNER AND ARCHITECT. G-02 NEUJ 5/S" TYPE 'X" GYPSUM BOARD TAPED AND FINISHED 0 UJ/ TEXTURE AS SPECIFIED BY THE ARCHITECT - TO BE PAINTED UJITH COLOR AS SELECTED BY OUJNER AND ARCHITECT- C-03 NEUJ 5/S" THICK, UJATER-RESISTANT GYPSUM UJALLBOARD TAPED AND PREPARED TO RECEIVE THIN -SET CERAMIC OR PORCELAIN TiLE IN SIZE � PATTERN, AND COLOR AS SELECTED BY OUJNER AND ARCHITECT. C-04 CSPARE) FINISHES LEGEND: N.F. NATURAL FINISH F.F. FACTORY FINISH PT1 C2) GOATS OF FLAT VINYL PAINT: DUNK-EDUJARDS OR EQ. CPAINT COLORS TO BE DETERMINED) PT2 C2) GOATS OF SEMI -GLOSS ENAMEL PAINT: DUNK-EDUJARDS. CPAINT COLORS TO BE DETERMINED) SL CLEAR SEALER FOR USE ON STONE /TILE FLOORING, AND GROUT JOINTS: GL CLEAR VARNISH/ UJOOD SEALER. H (RASTER BATH) 1� (GUEST BATH) T/S 1 1 RESfpENTIAL ELEVATOR, HOR HP2 A 1 950#, LH RAIL, IN -LINE OPENING, ACCORpfON G T 39 2" x 5�" CLEAR INSIDE CAR DIM. DEDiC• 240VAC, 30A � 120VAC, 20A JUNCTION BOXES GFCf 120V RECEPTACLE AT MACHINERY LOC. (SEE HANUF. SPEC. SHTS. CO A / SHE 1 SA � R Q I EL HEAT � DLO, RUTHERFORD 3� UJOOD- BURNING FIREPLACE UNIT. �� UJ x 2� 1/2 DP �� x �4 1/8 H ROVIDE THERMAL INSUL. A FLR. SHTG. PER HANUF. SPED./DTL.; AND DBL. UJALL GONST. AT HTL. EXHAUST FLUE ABV. FIN. CLG. LINE. FP � � � � z Q W U � 1 RHE H PERFORMANCE PLATINUM HYBRIp, MODEL NO_ XE50T10H�5U0, ENERGY STAR RATING, UEF = 3•�5, 50 GAL. - - - - - OS/240V/ SING E PHASE, 30 AMP TED FOR UE = 3•�5 lUH RHEEH PERFORMANCE PLATINUM HYBRID, MODEL NO. XE50TlOH�5U0, ENERGY STAR RATING, UEF = 3.�5, 50 GAL. - - - - - 208/2�OV/ SINGLE PHASE, 30 AHP RATED FOR UEF = 3.�5 �� W N � � N N � (� O N N O O N N O O N N O A c 1 N ��`" N�� °� N N .--i 01 .--i N .--i +--i N N M O � N � � 0 0 � (j U U � C7 Q � oC � � � Lj O O � � � J Q U U � Y Y O cn � � U U � � � } _ _ ,.., zm�mUU OU W � w w Q Q � z_ Q oC a a � � Q U U U c��zzz O w� w w w � a Q Q Q z a a a a a W U z� W N o � � U �--� � W �; � � Q o � � L O w � � a� � U U � (6 � U a cn � � � � � � � o U--� � � O L . U °' � E� M � LJ.J w �'� L o O � � � a �::::::::::�::�::�::::::::.. u�:. :;:::::��:::::c�::::::::::::::.::�::�:::.�::::�':,�:. :�::�::1;;a:�::� �:�::�::�::�::�::�::�::�:::::::�:.::.ca:::: ...L' .. ....................c1;::; cri;: co N O N M MM■ �.�..� W �� U �z ^J^ �.�..� 1..� ,,�( V I J I --I U..� z U are zw ~� O� ,� O � �� Q� SHEET Sep 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICE D ENT � N N o � N � � � o w O z cn N O� Q R: o z w a w z o A � A OOR SCHEDULE: 2 2 w � � DOOOR ,� ,� LOCATION � DOOR SIZE MATERIAL � FRAME � GLASS D101 RECREATION ROOM A 3'-O" x (0'-8" x 1-3/4" S"TIDE/Rq� PT. WOOD PT. TEMPERED R OD102 GATE TO LOI.UER LEVEL PATIO H 3'-O" x 6'-O" x 3/4" f RON G fC T R P ICE � WROUGHT fRON FF D103 RECREATION ROOM B 6'-O" x 6'-8" x 1-3/�" SLIDING ALUM. STILE/RAIL PT. WOOD PT. INSUL., CLEAR TEMPERED D104 RECREATION ROOM B 6'-O" x 6'-8" x 1-3/�" ��iD�NG��LUM. PT. WOOD PT. T ML., CLEAR J p105 GUEST BEDROOM B 6'-O" x 6'-8" x 1-3/�'I SLIDING ALUM. STf / I PT. WOOD PT. INSUL., CLEAR T M � 10(0 2-CAR GARAGE D 8'-O" x �'-O" x 1-3/�" SHOD NAL PT. WOOD PT. ACRYLIDC PAN W J D10� 2-CAR GARAGE D 8'-O" x �'-O" x 1-3/4" WOOD S CGT ONADL PT. WOOD PT. FROSTED ACRYLIC PAN p� 108 BATH F 2'-8" x 6'-8" x 1-3/�" SLAB PT. WOOD PT. w D109 STORACzE E 3'-O" x 6'-8" x 1-3/�" S��BOOD PT. WOOD PT. 5 O D110 GUEST BEDROOM E 3'-O" x 6'-8" x 1-3/�" S C. WOOD g" � PT. WOOD PT. J plll GUEST BEDROOM UJ.I. CLOSET F 2'-8" x 6'-8" x 1-3/4" S C. WOOD SLAB PT. WOOD PT. D112 ELEVATOR DOOR E 3'-0" x ro'-8" x 1-3/4" S G. WOOD SLAB PT. WOOD PT. 113 STORACzE E 3'-0" x �'-o" x I-3/4" S G. WOOD SLAB PT. WOOD PT. D114 MECHANICAL/ELECTRICAL RM. E 3'-0" x 6'-0" x I-3/�" S.C. WooD SLAB PT. WOOD PT. D115 ELEVATOR VESTIBULE/GARAGE E 3'-O" x 6'-O" x 1-3/�" S G WOOD SLAB PT. WOOD PT. D201 ENTRY FOYER I 3'-O" x 6'-8" x 1-3/4" S G. WOOD STf / f PT. WOOD PT. INSUL., CLEAR T M p202 MASTER BEDROOM B 3'-O" x 6'-8" x 1-3/�" S G. WOOD STILE/RAIL PT. WOOD PT INSUL., CLEAR TEMPERED p203 PINING/EXTERIOR DECK B 6'-O" x 6'-8" x 1-3/4" SLIDING ALUM. STILE/RAIL FF WOOD PT INSUL., CLEAR TEMPERED p20 ENTRY FOYER COAT CLOSET � PAIR 1'-6" x 6'-8" x 1-3/4" S.C. WOOD STILE/RAIL PT. WOOD PT. OD205 PANTRY F 2'-8" x 6'-8" x 1-3/4" S.C. WOOD PT. WOOD PT. O p20io LAUNDRY K 4'-O" x 6'-8" x 1-3/4" ST LE/RAIDL PT. WOOD PT. J LL D20 ELEVATOR DOOR E 3'-O" x 6'-8" x 1-3/4" S G. WOOD SLAB PT. WOOD PT. D208 GUEST BATI-I F - 2'-8" x 6'-8" x 1 3/4 S G. WOOD SLAB PT. WOOD PT. z D20 GUEST BEDROOM E 3'-O" x 6'-8" x 1-3/�" s c. wooD SLAB PT. WOOD PT. � D210 GUEST BEDROOM CLOSET J �'-O" x 6'-8" x 1-3/4" ST ��/�� PT. WOOD PT. W D211 GUEST BEDROOM CLOSET J �'-o" x 6'-a" x I-3/�" S.G. WooD STILE/RAIL PT WOOD PT. � p212 MASTER BEDROOM E SIM. PAIR 3'-O" x 6'-8" x 1-3/4" S.C. WOOD SLAB PT. WOOD PT. D213 MASTER BATH E 3'-O" x 6'-8" x 1-3/4" S C. WOOD SLAB PT. WOOD PT. D214 MASTER UJALK- fN CLOSET F 2'-8" x 6'-8" x 1-3/�" S C. WOOD SLAB PT. WOOD PT. D215 (SPARE) � D301 PILOT HOUSE/PILOT HOUSE DK. I 3'-O" x 6'-8" x 1-3/�" S G. WOOD STILE/RAIL PT. WOOD PT. INSUL., CLEAR TEMPERED = D302 BATI-I F 2'-8" x 6'-8" x 1-3/�" S G. WOOD SLAB PT. WOOD PT. OD303 ELEVATOR DOOR E 3'-O" x 6'-8" x 1-3/�" S�ABWOOD PT. WOOD PT. J D30 (SPARE) � D 305 (SPARE ) REMARKS INCLUDES FIXED SIDELIGHT EA. SIDE. IN UPPER SECTION -SEE DOOR TYPE IN UPPER SECTION -SEE DOOR TYPE /`t-1"IVUI` I`i-FI=1../; VGLI--VLVVIIVt3 1"III Vt3=V. ASSEMBLY COMPLETE W/ TI-IRESHOLD �4ND FINf� 3/4-HOUR RATED; SELF -CLOSING HINGES. ASSEMBLY COMPLETE W/ TI-IRESNOLD AND FIN18 INCLUDES FIXED SIDELIGHT ONE SIDE. NO SIDELIGI-IT THIS DOOR OPENING. BI-FOLD, LOUVERED DOORS -SEE DOOR TYPE Bf -FOLD, LOUVERED DOORS -SEE DOOR TYPE FINISH I-1,4RDWARE SUPPLIER TO INCLUDE ELECT BI-FOLD, LOUVERED DOORS -SEE DOOR TYPE BI-FOLD, LOUVERED DOORS -SEE DOOR TYPE INCLUDES FIXED SIDELIGHT. =1NISH I-1,4RDWARE SUPPLIER DETAILS REFER TO SHEET HEAD JAMB JAMB �.1.Q'�c BOt. OF HEADER SOT. OF HEADER FINISI-I FLOOR LIN (0'-8 3/�" 3'-O" 2 1/2" 2' -8" TYPE F �'-o" I Y I-' C L DOOR TYPES (o'-O" 3'-O" 3 1/2 ' 2 �" U100D STILE -�`+ SLfDINGs AND RAIL. DOORS. N PROVIDE � SLIDINCs � � INSECT �4 INSULATEp, �+ � SCREEN 9 CLEAR, m `'•`'•'`` TEMPERED ' �GTIOBLE CxLASS TYPE B PROVIDE ALL BARN DOOR TYPE C N fOR _ = O ri r O c�; w �r SLIDINCs HDU1R. FROM REAL �'-3 �" SLIDINCx HARDIUARE IN 4'-6" DESICxN AND FINISH AS 3'-O" 3'-O" SELECTED BY ARCHITECT. 3 1/2�� NEW SOLID GORE STILE/RAIL DOOR lU/ 3 1/2" 2 1/2" m FROSTED, TEMPERED GzLASS PANEL. SOT. OF HEADE } PAINTED PAINTED U100D STILE FINISH U1/ FINISH U1/ AND RAIL. �,, COLOR AS COLOR AS N � N � SELECTED SELECTED - m BY BY m +� c0 � ARCHITECT. O I ARCHITECT. pi I cq I �p I � � ®® � � .o � .o O I ®®� O � O 6' \ tNsuLATED, CLEAR, I TEMPERED (,LASS FIN. CARD. ®Cx,�TE _ FINISH FLOOR L�NE TYPE G TYPE H TYPE I PROVIDE HINGxED � fNSEGT m SCREEN oPENABLE SECT ION. JOOD STILE AND RAIL U1/ OPEN IUD. .OUVERS. a'-o" JAGIG-SI-4AFT TYPE OPENER EA. DOOR. '• �'• / \ �- TYPE D �'-O" Irrt� 3'-O" BOt. OF I-4EADER FROSTED ACRYLIC PANELS IN FIXED IUD. STOPS. - - 0� tlJ � � \ FINISH FLOOR � LINE / TOP of tout. CURB FINISH FLOOR L� TY P E E FINISH PAVINGs TYPE "E" BIM. AT DBL. DOOR �' -O" U100D STILE AND RAIL lU/ OPEN UJD. 3 �� LouvERs., � I D STILE RAIL lU/ N U1D. .�„ ✓ERS. m c0 0 �' C m DOOR NOTES : C�OOR HARDWARE 1. PROVIDE NON -REMOVABLE PINS ON ALL 1-IINC�ES UJ�4fCN 8. pOORS BETUJEEN CONDITIONEp AND UNCONDITIONED NOTE: TI-4E FOLLOUJINC� FINISa-I NARDUJARE LIST fS AN OUTLINE (12.) UJALL-MOUNTED DOOR STOP (2�.) AUTOMATIC DOOR BOTTOI"I ARE ACCESSIBLE FROM THE EXTERIOR UJHEN THE DOOR SPACES SHALL BE FULLY UJEATI-IERSTRIPPED. FOR THE COMPLETE DOOR NARDUJARE REQUIREMENTS FOR (13.) FLOOR-MOUNTEp POOR STOP (28.) EXTERIOR TI-IRESI-TOLD IS IN A CLOSED POSfTfON. UJl-IICN Tl-IE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE 9. ALL DOOR TOPS AND BOTTOMS SI-IALL BE SANDED, FOR PROVIDING SATISFACTORY AND ACCEPTABLE TYPES, (14.) FLOOR-MOUNTEp POOR STOP l.U/ NOLp-OPEN LATCI-I (29.) I-4ASP UJITN PADLOCK 2. PROVfpE CYLINDER GUARDS ON ALL MORTISED OR RIM- FINISHED AND SEALED (U.O.N.) QUALITY, AND FINISI-I TO MEET THE REQUIREMENTS OF fBG, CITY TYPE CYLINDER LOCKS UJHIGH PROJECT BEYOND THE ORDINANCES, ANp ADA REQUIREMENTS. POOR FINISH (15.) SMOKE GASKET (30.) NO KNOB AT EXTERIOR FACE OF THE DOOR. 10. TYPICAL GLAZING AT EXTERIOR DOORS SHALL BE 5/8" HARDUJARE SHALL BE COMPATIBLE UJITH LOCAL POLICE AND (16.) UJEATHER STRIPPING (31) "EXIT" SIGN ON DOOR fNSULATED, TEMPERED GLASS PER IBC APPLICABLE FIRE STANDARDS AND SYSTEMS. VERIFY REQUIREMENTS. 3. PROVIDE STRAIGHT DEADBOLTS UJITH A MINIMUM THROUJ CODE SECTION I.UITH VERTICAL PENETRATION HAVING (1�.) CANE BOLT (18" LONG) AT INACTIVE LEAF (32.) "NOT AN EXIT" SIGN ON DOOR OF ONE fNCH AND MINIMUM EMBEDMENT OF 5/8" INCH INTO A VALUE OF U = 0.20 AS A MINIMUM PER IRG TABLE R�02.1. (1.) PANIC HARDUJARE THE HOLDING DEVICE RECEIVING THE DEADBOLT AT (2.) ALARM PANIC HARDI.UARE (18.) FLUSH BOLTS AT TOP AND BOTTOM OP INACTIVE LEAP C33) "THIS POOR TO REMAIN UNLOCKED DURING BUSINESS EXTERIOR DOORS. 11• ALL EXTERIOR DOOR HEADERS SHALL BE PROVIDED (19.) FUSIBLE LINK AND ALARM CONNECTED TO BUILDING FIRE HOURS" SIGN ON DOOR UJ/ MINIMUM R-10 fNSULATION, PER UJA STATE ENERGY (3.) SELF -CLOSER (EACH LEAF IF A PAIR OF DOORS) ALARM SYSTEM. (34) "EMERGENCY EXIT ONLY" SIGN ON DOOR 4. ALL EXTERIOR DOORS SHALL BE OPENABLE FROM THE CODE SECTION TABLE �02.1.1(m). (4.) FLOOR CLOSER fNSIDE UJITHOUT THE USE OP A KEY, ANY SPECIAL KNOUJ- (20.) ASTRAGAL UJITH COORDINATOR (35.) MAGNETIC HOLD OPENS -CONNECTED TO BUILDING FIRE LEDGE, OR EFFORT. 12. NEUJ DOORS MUST HAVE AN AREA UJEIGHTED AVERAGE (5.) LOCKSET ALARM SYSTEM U-FACTOR OP LESS THAN OR = 0.30. (21.) DOOR ALARM 5. THE ACTIVE LEAP OF A PAIR OP DOORS SHALL HAVE ((o.) LATGHSET (3/0.) ACCESSIBLE RESTROOM SIGNAGE. REFER TO METAL FLUSH BOLTS THAT IMBED MIN. 5/8" INTO THE HEAD (22.) SINGLE DUMMY KNOB TRIM UJ/ ROLLER LATCH ACCESSIBILITY NOTES AND DETAILS AS MAY APPLY AND THRESHOLD. (�.) PRIVACY LOCK (23.) PROVfpE FLUSH pEADBOLTS AT HEAP AND THRESHOLD (3�) DOOR VIEUJER 6. PROVIDE 1-1/2 PAIR OF HINGES AT SOLID GORE fNTERIOR (8.) KEY -OPERATED DEADBOLT AT INACTIVE LEAPS DOORS, AND 1 PAIR OP HINGES AT HOLLOUJ GORE (9.) THUMB -OPERATED DEADBOLT (2�.) GRAVITY HINGES INTERIOR DOORS. (10.) PUSH AND/OR PULL PLATES (25.) ROLLER LATCH �. ALL DOOR GLAZING SHALL BE TEMPERED GLASS. (11.) KICK PLATE EA. SIDE OF DOOR, U.N.O. (26.) DOOR BOTTOM �:�: NOTE: SHADED WINDOUJ NO. INpfCATES UJINDOUJ WINDOW SCHEDULE WINDOW TYPES �: TO BE PROVIDED BY OUJNER, INSTALLED BY G.C. NOTE: THE GENERAL CONTRACTOR SHALL BE DETAILS � RESPONSIBLE TO VERIFY ROUGH OPENING REFER TO SHEET W N D W . a '-' �'-o" �'-o" 6'-0" 3'-0° s'-o" No. LOCATION � SIZE MATERIAL � GLAZING REMARKS DIMENSIONS, AND TO INSTALL FLASHING AT HEAD JAMB JAMB SILL P�� a- 3'-g" �Q- PERIMETER PER UJINDOUJ MANUF. RECOMMENDATIONS. �� I II I II V Y -G D OOD BOt. OF HEADER SOT. OF HEADER EsOT. OF HEADER J UJ101 RECREATION ROOM B � -O x 3 -8 CASEMENT F•F• GLAZING � PROVIDE � \ � PROVIDE � PRovIDE � I II I II VINYL-CL D WOOD INSUL TED DBL. _ � REMOVABLE REMOVABLE - ^I I REMOVABLE ' �' N J UJ102 LAUNDRY ROOM A � -O x 3 -2 CASEMENT F•F• GLAZING � INSECT � INSECT p INSECT _ - � � UJ103 (SPARE) � SCREEN � I SCREEN �+ I SCREEN g � ;' � OPENABLE m OPENABLE `t OPENABLE � cc� IL W W104 (SPARE) �, � sEctloN. �, � � ' SECTION. -� - - - SECTION. _ _ ,' � � � � � � � FIX, ESL. FIX. ESL. � co 6� iA FIX. ESL e UJ105 (SPARE) � � _ � � r r � � � � � � � PROVIDE `� O UJlO/o (SPARE) � W .• I � r, i i Innn r. I r, f,a � 0 O O INSECT ABLE � 6 UJ201 KITCHEN A �'-O" x 3'-211 VINYL�-I UJ202 KITCHEN A I II I II � -O x 3 -2 VIIV I L- GASEM UJ203 KITCHEN A �.'_OI� x 3�_211 VINYL- GASEM � UJ20 STAIR C 6'-O" x �'-O" FfxED � VINYL- OI 1U205 GUEST BATH D 3'-O" x 1'-AIl `'h J �,J20� GUEST BEDROOM B I I I I I � -O x 3 -8 1(NYL - � GASEM � UJ20� MASTER BATH D 3'-O" x 1'-AIl vINYL- GASEM z W208 MASTER BEDROOM E 8'-O" x 3'-8" vINYL- � W20 MASTER BEDROOM B I II I II � -O x 3 -8 v NYL- GASEM W ::.:. W210 �.:. READ fNG NOOK F �' -O" DIAMETER S X EL � UJ211 LfVfNGROOM g �'_OII x 3�_gl� VINYL - UJ212 LIVINGROOM K I II I II 5 -9 3/4 x 3 -8 1/ NYL- ,-��,,,, UJ213 (SPARE) UJ214 (SPARE) UJ215 (SPARE) UJ301 PILOT HOUSE E 8'-O" x 3'-2" W UJ302 PILOT HOUSE E 8'-O" x 3'-2" � UJ303 PILOT HOUSE A �'-O" x 3'-2" O W30 STAIR H 6'-O" x �'-/_ II = W305 PILOT HOUSE A �'-O" x 3'-211 0 W30� PILOT HOUSE E 8'-O" x 3'-211 J UJ30� (SPARE) � UJ308 (SPARE) UJ30 (SPARE) Y IIV I L-�L�'-�l. CASEMENTS VINYL-CL c CASEMENTS VINYL -CLAD CASEMENT VINYL -CLAD FIXED GLAS; VINYL -CLAD GAS M NT CASEMENTe F.F. F.F. F.F. F.F. F.F. F.F. F.F. F.F. F.F. F.F. F.F. F.F. F.F. F_F. F.F. F.F. F.F. F.F. WINDOW fNSTALLER TO VERIFY fF fT IS POSSIBLE TO fNSTALL SPECIFIED GLAZING WINDOW NOTES: 1.) NEuJ ANODIZED SLIDING GLASS UJINDOUJS SMALL BE 5.) THE UJINDOUJ MANUFACTURER SHALL SUPPLY SHOP 9.) EXTERIOR UJINDOUJ FINISH SHALL BE FACTORY SOURCED FROM STANDARD UNITS MATGI-IfNG EXISTING ON DRAUJINGS FOR ALL UJINDOUJS FOR REVIEUJ �3Y TIDE SEALED SY T�4E UJINDOUJ MANUFACTURER UNLESS NOTED SITE UNLESS AS NOTED OTHERUJISE. ARCHITECT INCLUDING DESIGN, MULLION AND MUNTIN SIZES, OTHERUJISE. ETC. 2.) TEMPERED OR SAFETY GLAZING SHALL BE USED fN �) APPLY SISAL KRAFT PAPER AROUND ALL EXTERIOR �,4T fNCLUDE�HE FOLLIORING M�NIMMONET OPEpNGS ALL LOCATIONS SUBJECT TO HUMAN fMPAGT AS REQUIRED BY fBG BUILDING CODE (CURRENT EDITION). OPENINGS AS REQUIRED TO ENSURE UJATERPROOF FOR EMERGENCY EGRESS AT SLEEPING ROOMS: fNTEGRITY. 3.) SCREENS, IF SCHEDULED FOR USE, SHALL BE NET CLR. OPENING AREA OF 5.� S.F.; GROUND CHARCOAL, FIBERGLASS (18 x 1/o MESH) fN METAL FRAMES �-) CAULK CONTINUOUS AROUND ALL UJINDOUJ AND DOOR LEVEL OPENING MIN. CLR. OPENING OF 5 SQ. FT. AS PROVIDED BY THE SAME UJINDOUJ COMPANY_ OPENINGS UJITH G.E. SILICONE ACRYLIC, POLYSULFIDE, OR NET CLR. OPENING HEIGHT OF 24 INCHES. URETHANE AS REQUIRED. NET CLR. OPENING UJIDTH OF 20 fNCHES. 4.) GENERAL CONTRACTOR SHALL VERIFY THE UJINDOUJ 8) ALL MANUFACTURED UJINDOUJS SHALL BE GERTfFfED SILL HEIGHT NOT MORE THAN �4 INCHES. ORDER AND ROUGH FRAMING REQUIREMENTS UJITH THE /LABELED MEETING STANDARDS LISTED fN ENERGY 11.) NEUJ VERTICAL FENESTRATION MUST HAVE A VALUE ARCHITECT PRIOR TO PLACEMENT OF THE UJINDOUJ COMPLIANCE REQUIREMENTS OF THE STATE OF U = 0.20 AS A MINIMUM PER IRG TABLE R4o2.1. ORDER. UJASHINGTON AS HAVING U-0.28 RATING. FINISH FLOOR LINE STEEL FRAME PROVIDED BY SOT. OF HEADER _ OUJNER. FINISH FLOOR LINE BOt. OF HEADER FINISH FLOOR LINE o� TYPE A �' -o" (VERIFY) I CxLAXINGx AND TYPE F 5'-9 3/4" TYPE K PROVIDE �EMOYABLE NSECT 3GREEN � �PENABLE 3EGTION. STAIR LANDINGS LEVEL TYPE B ro'-o" EQ. 2'-8" EQ. PROVIDE `4 is REMOVABLE � � INSECT - - SCREEN � r �Q � FIX, GoL. � SECTIOBLE � � ply E�sL. FIX. GzL. TYPE G 0 �, STAIR LANDING= LEVEL TYPE D z'-o" BOt. OF HEADER PROvfDE REMOVABLE �., INSECT SCREEN m OPENABLE SEctION_ o� ro a� � � � I m FINISH FLOOR LINE TYPE I TYPE E z'-o" TYPE J SECTION. � P� W N � � N N � (� O N N O O N N O O N N O N .--I 01 .--I N .--I ,-I N N M O � N � � z z O O � U � C� Q � � � � Lj � O O � � � J Q U U � � Y Y O cn � U U � � In } m 2 2 r..� Z �p U U U OU W � w w Q Q � z_ Q oC a a � � Q U U U c��zzz O w� w w w � a Q Q Q z a a a a a �..�..� U z� W N O � I -I I u) � U � (n W �; � O Q - C G � v7 L OLLI � � oZS � � � U ra U � � U a Ln � � �, � cLi � � U--� � '� � U O °' L � . m w � 0 x (n 0 � a Vl vl W J 0 w 0 w U 1 � rU^ V 1 O I..L 0 O z a O � 0 I --I E-� � N N o � N � � � o w O z In N O� Q a o z w a w z o A � A SHEET Sep 13 2024 CITY OF EDMONDS DEVEL PMENT VICE PAR BATTEN SEAM MTL. RFC. .. INT. FIN. PER INT. 1=1NISH SIBS R-28 BLOUJN-IN TOP CHORD EXTENSION 01= SEE R001= PLAN. TYPICAL WOOD SIDING AND UNDERLAYMENT AT EXTERIOR .�.�.�, �� TILED HEARTH BELOW � 1�o ,4.1=.1=. tILE SPEC. ,4S SELECTED SHAPEp TOP OF 4 x � ENp OR INTERMEDIATE POST SCHEDULE BLANKET THERMAL INSUL. MANU1=. UJD. TRUSSES. SEE WATERPR001= MEMBRANE PERIMETER WALL. SEE DTL. �:�:�:� ��•� BY OWNER. � BEYOND. SEE EXTERIOR 2 x WD. STUD FRAMING � 11 1/2'I SHAPED, 3 x 12 WALL CAP R001= PLAN. O/ PLl'IUD. SNTC�. PER 2'-O' VA1�. :�:�:�: / ELEVATIONS. PLYWD. SHTG. PER STRUCT. W/ SAWCUT DRIP EA. SIDE STRUCT. WGS. .�.�.�.�. \ VERTICAL STONE SUPPORTS OF DWGS. AS SHOWN; PAINTED. G.I. FLASH 2 x (o WOOD STUDS AT PERIMETER WALL PER STRUCT. �� :�:�:�� \ MANTLE PIECE. DESIGN 8 �� . \ coLoR AS sELEcTED BY - SHAPED WOOD 3 x �, DUPONT TYVEK WRB. FROM RF. TO DWGS.; AND 2 x �• WOOD STUDS �.�.�.� � ��.�.. \ \ oWNER. .. �4 N CONTINUOUS GUARDRAIL ;:;: _ 1/�" SKIM SPACE. INSIDE OF AT INTERIOR FRAMING AROUND ��•� �•�• � \ \ � CAP O/ 2 x �• TOP RAIL. DUPONT TYVEK DRAIN N GUTTER. METAL FIREBOX. .�.�.�. ��.�. \ CERAMIC TILE AT VERT. FACE cv :�:� VENT RAINSCREEN MAT. \ \ OF FIREBOX AND BELOW NOTE: GUARDRAIL � \ \ � MANTLE. SET IN 1/�" MORTAR SHALL BE CAPABLE OF 1-4ARDIE SELECT 11" DIAM. FLUE OUTLET ABOVE FLUE � \ \ O/ FIREBOX AND 5/8" THK. "WONDERBOARD" WITHSTANDING, WITHOUT CEDARMILL HORIZ. SIDING B1' ECOSTEEL, CLASS -A OR APPROVED EQUAL. �:� �:� �.�.�.� � �� SHTG. FAILURE, A FORCE OF AT W/ �" EXPOSURE � MIN. PROVIDE DBL. WALL ��•� \ LEAST 200 POUNDS 1-1/�" OVERLAP. CONSTRUCTION ABOVE FIN. :�:�� \ \ DASHED LINE OF STONE N APPLIEp IN A pOWNWARD PAINTED G.f. Roo>=. ..:. \ � MANTLE AS SELECTED B1' \ \ \ � �� OWNER AND INSTALLED BY �.c. P OR OUTWARD DIRECTION WITHIN 2 OF THE TOP LEAVE GAP AND CONTIN. SILICONE CAULK. RUSTIC HARDITRIM �/�, 3.5" WIDTH. GUTTER ANp DOWNSPOUT. \ \ \ I = � .�.�.�. � \ ALDONGT NE TOPORA L. RUSTIC HARDITRIM, �/4, w CONTINUOUS BEAD OF ....... � �� 3 1/2 WIDE / 1/2 NET WD. cp � SILICONE CAULK. 1=ASCIA BRD. .... •.�.�.� _ \ \ CONT. 2 x 4 HORIZONTAL, HAILERS AT CORNER. � w HARDIE SIERRA S SIDING ::;:::; ��•.:, INTERMEDIATE RAIL. ,� X HARDIPLANK SELECT AT UNDERSIDE OF FRMG. :.:.:.: � .. � �, w CEDARMILL, HORIZONTAL �:�:�� :�.. / 3/�" x 1" NET WOOD STOP .r .. u w PLANKING W/ � EXPOSURE, RUSTIC HARDITRIM 5/�. ... ... .. � � �.�. I � INTERIOR SIDE OF �-w AINT � � P ED HARDIE SELECT CEDARMILL 1 INTERMEDIATE RAIL. :;:: HORIZ. SIDING W/ �" EXP; �:�:�:�: :�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:� �:�:�:�:�:�. �.�:�:�:�:�� ..�:�:�.. �:�:.:.:.:.:::::.:.:.:..:.. � � � ::. Fp II DUPONT TYVEK WRB. MIN. 1-�"OVERLAP. HEAT � GLO FIREBOX TO SIT ON �'. HEAT d GLO, 3�0" RUTHERI=ORD BLACK POWDER COATED 5/S" PLYWOOD SHTG. N N N W � � � E O N N O O N N O O N N O � N N � � N A M � � N O� � N +--i 01 +--i N +--i +\I N N M � � N � � 00 � U w w �c�Q �� j � � 0 0 ~ � J Q �� U m� Y Y U U �o}�"== � m i„i Z p U U U W�� w w Q Q � (n Q V' J J cnzQ�aa w J � U � U � U Q U J� Z Z Z O w� w w w a a� Q Q Q Q Q Q a STEEL FRAMING PLATFORM O/ �ii �, WOOD -BURNING FIREPLACE UNIt ALUM. HOG TRACK, .58" x DUPONT TYVEK DRAIN MIN. 1/2" THK. CERAMIC FIBER �%q,, ��'� W/ RAISED NEARTN AND MANTLE .9�" HIGH AT �-SIDES 01= VENT RAINSCREEN MAT. ISOWOOL BLANKET RATED t0 ,� coNFORMING To UL 12�. PANEL. INCL. NOG TUSKS 2 x 6 WD. STUD WALL. 2100 DEGREES FAHRENHEIT. 1'-8 3/8" a 'L NOTE: UNfT INCLUDES FACTOR�r'- SEE EXT. ELEV. ANp W SEE SECTION DETAIL 16/A-1�. INSTALLED FIREBRICK AT WALLS AT CUT END OF HOG WIRE STRUCT. DWGS. DUPONT TYVEK WRB. U 5'-3 3/�" AND FLOOR OF FIREBOX. ' IN TRACK. ` �� .. PLAN VIEW: STUDS PER STRUDCT. DWGS. z N ENLARGED HEAT & GLO FIREPLACE FLOOR ETAI z NTERMEDIA E POST RAINSCREEN OUTSIDE CORNER PARTIAL HT. EXT. WALL CAP TYP. ROOF EAVE DETAIL LLJ � °' 1 Q 1 � " i � �/ - 1 0 � SCALE: 1-1/2" = 1'-0" i �-..-� SCALE: 1 = 1'-0" 0 BEYOND. SCALE: 3" = 1'-0" SCALE: 1-1/2" - '- Q � ARDIE SELECT I il" DIAM. FLUE OUTLET. USE cal I HARDIE SELECT BATTEN SEAM MTL. RFC. MANU1=. R1=. TRUSSES PER � � � CEDARMILL NOR. ONLY EcosTEEL + cLAss-A GALVANIZED AND CEDARMILL HOR. � vi � � �� ., FLUE PER MANUF. RECOMMEND. SEE ROOF PLAN OVER STRUCT. DWGS. � /8 TNK. TYPE X , �� SIDING W/ �" EXP; MIN. PAINTED BLACK HOG 5/$"TNK. TYPE "X" .. ': SIDING W/ �" EXP; MIN. Wf'• MEMBRANE � PLYWD. � � GYP. BRD. W/ FIN. 2 x �• STUD 1=RMC�. W/ 5/8" THK. UJIRE 1=ENCING W/ �" x �" GYP. BRD. W/ FIN. 1_�„OVERLAP. SHTG. � a PER SCHEp. 1-� OVERLAP. o0 0 0 0o O GYP. BRD. AND FIN. PER WIRE SPACING. G.I. FLASH o scHEDULE. PER SCHED. FROM RF. TO � � i DUPONT TYVEK DRAIN DUPONT TYVEK DRAIN w � F.O. 2 x S 1/2" THK PLYW VENT RAINSCREEN MAT. HEAT e GLo 3�0" RUTHERFORD I DRILL HOLES AT BOT. SHA TO OF � x � N 1/2" THK. PLYW VENT RAINSCREEN MAT. BARGE BRp. O as SHTG. AND 2 x 6 FIREPLACE UNIT. INSTALL PER TRACK FOR pRAINAGE. I PED P E D SHTG. AND 2 x 6 '� OR INTERMEDIATE POST � v O MANU1=. RECOMMEND. U STRUCT.DDWGS. DUPONT TYVEK WRB. _ _ STRUCTDDWGS. � MOULDED ANTIMICROBIAL BEYOND. SEE EXTERIOR DUPONT TYVEK WRB. DECORATIVE STONE � ELEVATIONS. � � � PAINTEp BHT. MTL. DRIP MANTLE � SUPPORT POLYESTER RESIN GRATING, PAINTED BHT. MTL. DRIP � FIN. FLRG. PER FLASHING. LEG EA. SIDE OF 1" THK W/ 1 5" x 1.5" SPACING FIN. FLRG. PER FLASHING. U a � FIREBOX OPENING. - �S" PANEL WIDTH. SHAPED WOOD 3 x 6, SCHEDULE O/ 3/�." � � � � SCHEDULE O/ 3/�." — CONTINUOUS GUARDRAIL ... PLYWD. SHTG. PER `� PAINTED 2 x 12 WATER THINSET cERAMIc I PLYWD. SHTG. PER >: �� PAINTED 2 x 12 WATER " �' °' STRUCT. :: TABLE CONT. TRIM. CAP O/ 2 x � TOP RAIL. ::....................................... :. III LL � � TILE SURROUND. - STRUCT. TABLE CONT. TRIM. � " ,� O _ ' I''I' w - � � FACTORI'-INSTALLED `Q c� � 2 x 10 rLL'k J O L •�• FIN. FLOOR LINE FINISH FLOOR � BRIDGE � �:: _ FIN. FLOOR LINE � I � ., _ _ _ FIREBRICK AT BACK, WOOD PAINT. G.I. SIDES, AND FLOOR. TRIM GAP FLASH. � F' CAST- IN -PLACE 2 x � COLOR � PATTERN `�' CAST- fN-PLACE 2 x � TOP OF 6 x 10 � ° •, • a. . CONTINUOUS NAILER. of BRICK As . • . . ,. CONTINUOUS NAILER. � � � L 2 x 6 SILL PLATE, � �• a SELECTED BY � 2 x 6 SILL PLATE, � � � WD. SM. O o CONT. STL. ANGLE SUPPORT. � � ° MOLDSTRIP PER SPEC. � a U) � 2 x 8 MUD SILL, a •� � � � ` S" THK. CONC. OWNER 2 x S MUD SILL, � °� � � � ° HARDIE SIERRA S SIDING AND ANCHOR �° �° RETAINING WALL. SEE UNIT FIREBRICK To AND ANCHOR � � AT UNDERSIDE OF 2 x � BOLTS PER °. �. � STRUCT. DTLG. FOR STL. FLUSH JOIN NEARTN. c•, BOLTS PER .. �° � ° S" THK. CONC. �- - � �__ 1�_ �� .° .° ... RETAINING WALL. SEE - _- F FRMG. �:�:::�:w;:�:�:�:�:�:�:�:�:�:�:�:c��:�:��:�:�:� :�::�:�'::�: �i:::::::::::::::::::::::�:�::.co.:: STRUCT. � ° a .. RE INF. � STRUCT. � r ... . ; .. . a . s;;.:::� ::::::::� ::::�::: �::�:�:� CERAMIC TILE � � STRUCT. DTLG. ., g � �. — — — ............• °.:. = �� Y" DIAM. LAG BOLTS TO . , .. .. � . d � tHINSEt O/ 5/8" THK. � x 4 SUPPORT PURLIN AT �:�:::'v:•::•.��:::.�:::::::.�::::::. �:�:::`�'��.� . - � �� ° � FIN. GRD. - HT. VARIES WONDERBOARD AND �� ° d FIN. GRD. - HT. VARIES � 2 x (o STUD FRMG.:.:�.::�:::.::::::::.::::::::�:.:�:: °� . °�. � �� S O.C. IN SIMPSON JST. I � �/...�::�::•::�::•::�::•:;:�:�::�::•:�::'o.:::: 2 x � STUD FRMG. �'�':�:�;-i:;;;;;�:::� ::;.: i� �: .°: � -. HGR. AT GRATE PANEL • ° �� TJ I FLR. JSTS. � . / / / / / / / / / / _ Yz DIAM. LAG BOLT : � V:::::::i::r: �: �::�:�:� d :° � \/\/\/\/\/\/\/\/\/\ � JOINING BEYONp. TJ I FLR. JSTS. ��° °. , .. . ° TRUDRY WATER � COUNTERSUNK INTO 4 x � :�.:�:L::.:��:::� :::::::� :::::::: �.'��:� ��:: IN SIMPSON � .° �� °d. \\ \\/\\/\\/\\/\\/\\/\\/\\/\\i � = STEEL c cNANNEL CONT. 2 x � HORIZONTAL, IN SIMPSON � PROOFING BARRIER �::::::;:::;�::::::::::::::::::::::�::��:� NAND � . •� ° � //\//\//\//\//\//\//\//\/�\\ � `r SUPPORT FRMG. - INTERMEDIATE RAIL. . � d� . � CORBEL TO BM. OR 2 x �o.::::::::�.:::..:::::::..:::::::�::::: ER PE � \\/\\/\\/\\/\\/\\/�\��\ , � - ALL WELDED EXTENSION OF 1/2 � x � HANGER PER ° . THERMAL DRAIN BOAR FLAT TRIM. ��:��:��:�;��:��:��:��:��:��:��:��:��:��:�;��::-�:�: STRUCT.; �/s" � ° � � � � • . • // // �/,�/% � _ � I I CONNECTIONS. �� STRUCT.; 5/s" ° • . � �°. AS SPECIFIED, BHT. A-�. ::Q:::::c�:: ��::: �:: GYP. BRD. � °� • ' \�\\ \\��\\ POST. 1/2 pIAM. LAG BOLT • ,•a • ::; �:1;:��t:•::� �::::::::::::::::.:::.�::�:c�:� .a ° �. /� � � WASHER TO 6 x 12 3/4" x 1" NET WOOD STOP GYP. BRD. LINE OF TYP. WALL FINISH.::.�::::::::::::::;:::::::::�:.::!o..:: \/� 2 x � WD. FURRING, �:::�:�%�::....::•:;�::•::�::�::•::�::•::.:........ca.. ., :. ... CLG. ° �:° \/� MOLDSTRIP PER SPE I MIN. 1/2" THK. CERAMIC FIBER SUPPORT BEAM. I � INTERIOR SIDE OF CLG• AND SUBSTRATE IN FORE- �....:::�::.::.::.::.::.::.::.::.::.::.:::::::;L:;: INSUL. AND GYP. BRD. °. �. °�� . HT. ABV. F.F. DEPENp C2) LAYERS 5/8" ISOWOOL BLANKET RATED TO INTERMEDIATE RAIL. 1 �� GROUND. :�:�:;:::::�??::�:�:�:":::�:::: �• ° � . WONDERBOARD. 1200 DEG. FAHRENHEIT. � W/ FIN. PER SCHED.,�:::::::::::::::::::�•::.tts.:: ON FIN. GRD.:�::�:�...:::.�:::::::.�:::::::cn:�::� �.°:�d�. �a. °- FIREPLACE SECTION DTL. , BRIDGE GUARDRAIL /FLRG. BLACK POWDER COATED FLR. FRMG. @RETAINING WALL ROOF GABLE END DETAIL ::::::�:�:::::: 1 ..... ' TRUDRY WATER- SCALE: 1" = 1'-0" � SCALE: 3" = 1'-0" ALUM. HOG TRACK .58" x SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0":::::::::::=:::�::::::::::::::::::::::�:::�•�:��::: PROOFING BARRIER .9�" HIGH AT �-SIDES OF ��'��:�� .° .. THERMAL DRAIN BOAR PANEL. INCL. NOG TUSKS B G. 2 x S RF. RAFTERS PER sr �° � AS SPECIFIED BHT. A-�. �'_o�� 6�� 4�_0�� :::::::::::::::::;:::�:. �... AT CUT END OF HOG WIRE W.P. ELASTOMERIC SEE ROOF PLAN, OVER STRUCT. DWGS.:::::•�.�.��•.��.�...'�.:::::L�:..:...•:...•:.............:.:��:•: �:.: � •.: � �:. �:::.t,;i.::.::..::. MTL. DR. THRESHOLD. W.P. MEMBRANE PLYWD. Q,:: ..�; .°• . 6�� IN TRACK. DECKING MEMBRANE.:�:�:��:�:�:�:�:�:�:�::::�;;;;;;;�:�:��:�:: �� 2 x � WD. FURRING, = SHTG. G.I. FLASH :�:�::� �;.....;�;. SMM C � MANNINGTON �:��:�::: �"`��` INSUL., AND GYP. BRD- � � x 4 ENp OR �� FROM RF. TO-��::::�::::::::�:::::::�:.:�:•: :::. ... ��° MANNINGTON ADURA MAX _ �„ ADURA MAX FLRG. F.O. 2 x 10 W/ FIN. PER SCHED. II m INT M IAT OST PECKING O/ THK. � .° . 1 ER ED E P a. ,4 . G VINYL PLANK FLOOR IN B R E BRD ° . �� fNTERMEDIATE STAIR . � PATTERN AND COLOR AS BEYOND. PLYWOOD FLR. SHTG. 2 TNK. FOAM INSUL. LANDING. � SELECTED BY OWNER. I d THERMAL BREAK � Q � � • � � •� � � � GALVANIZED AND a � ��• �� PERIMETER OF CONC. � � .• � � �� :: PAINTED BLACK HOG FIN. FLR. LINE . � �. °� °�: � SLAB AT RAD. FLR. �r w .� �. � • .. • • � � • CARPET RUNNER O/ FINISH WIRE FENCING W/ 4" x �" - - �. • .. . • • � � HEATED AREAS. ~ `t? � � .. . � . = FLOORING MATERIAL. WIRE SPACING. � • � •�� a �� :� �; •�� a '... d• ° ° � Q. .. Q 0 • • , �. . , .. �"'. INSTALLER TO GOORp. W/ � � �� ' U �. �: OWNER FOR PROPER EDGE i �. THK. PLYWD. DRILL HOLES AT BOT. ��.• � °.. �5' THERMAL BREAK - ---- _--� -_ _ __T_ I1 RAD. HTG. � � ° . �� _ � �. ......:. � .�.: -•. .--�'.:. -.-.- r•�. :::.. DETAIL /MOULDING. I TRACK FOR DRAINAGE. FLR. SHTG. I1 AT 2 FOAM UNDERSLAB _ w � PIPING PER � - Z � ::� -=-= ---�- � �� . � �:X. CARPET RUNNER TO 2 x 12 FLR. JSTS. IN II I,1 •: � INSUL. AT RAD. FLR. HTG. � ---. ---- ---- --_-- �;. EXTEND OVER STAIR JST. HANGERS � 16 2 x 12 LEDGER �i;� MANUF. � �. .° � � � NOSING AND DOWN FACE NOTE: GUARDRAIL O.C., SHAPED FOR ,LLy PAINT. G.I. RECOM. - - - - - - - � SLOPE '� MIN. "/FT. CAP FLASH. � ° --� - �- ---- - - OF RISER PER DETAIL. SHALL BE CAPABLE OF T.O. CONC. FLR. SLAB � � � ---� - - TOP OF 6 x 10 cn . - - HANDRAIL EACH SIDE OF ---•--- WITHSTANDING, WITHOUT �„ . � o° � � � �°� °�. �. . ° d �° STAIR -TOP OF HANDRAIL --- - -- ---- - FAILURE, A FORCE OF AT WD. BM. N ° ` � � � �� • . � +29" ABV. TREAD NOSING -�- __�� _ • _�• _ � _ LEAST 200 POUNDS 11-�" TJI 110 FLR. M ° � � � � � HARDIE SIERRA S SIDING ° �� a . •• PER DETAIL. -�T � MANNINGTON ADURA MAX APPLIED IN A pOWNWARp HARDIE SIERRA 8 i JSTS. � 1�" O.C. IN �' � � • �° �• � __•__ �_ ��_�� VINYL PLANK FLOORING AT OR OUTWARD DIRECTION SIDING AT JST. HANGERS. AT UNDERSIDE OF 2 x 6 � ... ,�°. � � ° °. ° . � d � � � � STAIR TREAD AND WITHIN 2" OF THE TOP UNDERSIDE OF �I - - -_ �-- FRMG. • ° �� • .a � �°� ° � � � � � � MANNINGTON STAIR NOSING EDGE, AT ANY POINT FRMG. � TNK. GYP. BRD. =F 6 x 10 BEAMS AT PERIM. • • � •� - - - - - - - � �,O �� TO BE USED AT EACH � ALONG THE TOP RAIL. FIN. CLG. � BOT. OF OF ENTRY PORCH ROOF. .. , ° '. TREAD AND AT NOSING RUSTIC HARDITRIM FLR. JOISTS. �� °... � �� ° a ° �. a• • �; . � _--- ---- LOCATION AT LANDINGS. 5/�, 3.5" WIDTH. Y" DIAM. LAG BOLT .. ° .•Q .. � ..• ... .° .. •a. . °, , . . � — — $�� TNK., TYPE ��X�� COUNTERSUNK INTO � x 4 L.L .� ° °� FINISH FLOOR � EXT. DECK NARDIE SELECT GYP. BRD. � EXT. CORBEL TO BM. OR 2 x � • .. .• a° ° ..a • ° � . ° .- • � �. � ••a � �• a �. a .. ° : .� 4: a � : ° � . .. � � � • • 14 CEDARMILL HOR. � WALL W/ FIN. PER O FLAT TRIM. �� a �� • � � • ° � � � � � � � A-17 SIDING O/ DUPONT SCHED. I --I J ... ° ° d ° d ° UP 16 R TYVEK DRAIN VENT 6 x 6 CORNER POST. SEE n/ PERFORATED DRAIN PIPE AND � �.O" RAINSCREEN MAT � •�� xP STUD WALL, STRUCT. DWGS. �— �2 GRAVEL IN FILTER FABRIC. TYVEK WRB. w Q W.P./INSU„L. @RETAINING WALL 18 ENLARGED STAIR FLOOR PLAN DETAIL 13 EXTERIOR DECK GUARDRAIL 10 FLOOR„ FRMG. @EXT. DECK 7 ENTRY PORCH GABLE END DTL. 3 � SCALE. 1 1 2 - 1 0 SCALE. 3 8 - 1 -0 SCALE. 3- 1 -0 SCALE. 1 1/2 - 1 0 SCALE. 1 1/2 - 1 0 z MANNINGTON ADURA MAX MANNINGTON VINYL STAIR ~ VINYL PLANK FLOORING NOSING AT TOP OF STAIR ~ PER FIN. SCHED. AND AT EA. TREAD NOSE - INT. FIN. PER INT. FINISH RUSTIC NARDITRIM �/�, 3.5" FULL WIDTH OF STAIR. SCHEDULE WIDTH, BUTT JOINT AT CORNERS. PLYWD. SHTG. AND FLOOR 1 X RISER W/ PAINTED FIN. I-1,4RDIEPLANK SELECT FRAMING PER STRUCT. CEDARMILL HORIZ. SIDING HARDIPLANK SELECT O DWGS. W/ �" EXPOSURE. CEDARMILL, HORIZONTAL LOW PILE CARPET RUNNER PLANKING W/ �" EXPOSURE, ~ BEYOND. SEE ENLARGED STAIR DTL. 13/A-1�. DUPONT TYVEK DRAIN PAINTEp. � f1 VENT RAINSCREEN MAT. w V 1 CARPET RUNNER / BRACKET W/ FIN. DUPONT TYVEK WRB. O PER OWNER F SPEC. EXTERIOR PLYWD. SHTG. DUPONT TYVEK WRB. F W U 11" PER STRUCTURAL DWGS. - 5/S" PLYWOOD SHTG. BIBS R-28 BLOWN -IN � BLANKET THERMAL INSUL. � 6 x � STRUCTURAL WOOD . POST. SEE STRUCT. DWGS. 2 x WD. STUD FRAMING PER STRUCTURAL DWGS. 2 x� AND 2 x 6 WOOD EAVE GAP AND FURRING -CONTRACTOR'S CONTINUOUS SILICONE OPTION FOR LAYOUT. CAULK. � O N N o � N � � � o W O Z cn N O� Q o z w z � A � A i= SHEET 1/2" NET, Wp. HAILERS. Sep 13 2024 CITY OF EDMONDS TYP. VINYL PLANK DEVELOPMENT SERVICE FLRG. � 3/4" PLYWD. HARDIE RUSTIC GRAIN �/� D ART AT TREADS. TRIM BOARDS, 3/�" x 3 1/2", 1,-�„ BUTT JOINT � CORNER, STAIR STRINGER PER PLAN VIEW: PAINTED. STRUCT. pWGS. 1C.� 17 STAIR TREADS /RISERS 14 11 RAINS1CREEN/OUTSIDE CORNER 8 BUILT SUP POST BASE 4 SCALE. 3 1 0 SC 3- SCALE: 1-1/2 - 1 0