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APPROVED BLD RESUB 1-Architectural_PlanGENERAL NOTES DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE 3. HORIZONTAL DIMENSIONS SHOWN INDICATE FACE OF (F.O.) CONCRETE, F.O. MASONRY, F.O, SHEATHING, CENTERLINE OF COLUMN GRIDLINE, OR F,O. FRAMING (WOOD &METAL), UNO. VERTICAL DIMENSIONS INDICATE TOP OF (T.O.) SLAB, T.O. SUBFLOOR, T.O. STEEL, UNO. 4. INFORMATION REGARDING EXISTING CONDITIONS USED TO PREPARE THESE DRAWINGS HAS BEEN PROVIDED BY OTHERS. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS. THE ARCHITECT WILL ISSUE A WRITTEN DIRECTIVE IF FURTHER CLARIFICATION IS REQUIRED 5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, DATUM, LEVELS AND CONDITIONS PERTAINING TO THE WORK PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES WITH THE DOCUMENTS. THE ARCHITECT WILL ISSUE A WRITTEN DIRECTIVE IF FURTHER CLARIFICATION IN REQUIRED. ABBREVIATION LIST NOTE: THE STANDARD LIST BELOW INCLUDES ITEMS THAT MAY NOT OCCUR IN THIS PROJECT ABV ABOVE I.D INSIDE DIMENSION ACP ALUMINUM COMPOSITE PANEL INSUL INSULATION AFF ABOVE FINISH FLOOR INT INTERIOR AC TILE ACOUSTICAL TILE AL ALUMINUM JT JOINT ARCH ARCHITECTURAL LAV LAVATORY AVG AVERAGE LT LIGHT MO MASONRY OPENING BLKG BLOCKING MATL MATERIAL BR BRICK ,BACKER ROD MAX MAXIMUM BOL BOLLARD MECH MECHANICAL BTTM BOTTOM ML METAL LOUVERS BV BRICK VENEER MTL METAL CPT CARPET MIN MINIMUM CLG CEILING MUL MULLION CEM CEMENT CL CENTER LINE NOM NOMINAL C TO C CENTER TO CENTER NA NOT APPLICABLE C.T. CERAMIC TILE NIC NOT IN THIS CONTRACT CLO CLOSET NTS NOT TO SCALE CW COLD WATER COL COLUMN OC ON CENTER CONC CONCRETE OD OUTSIDE DIMENSION CMP COMPOSITE METAL PANEL OVHD OVERHEAD CMU CONCRETE MASONRY UNIT 0/ OVER CONST CONSTRUCTION CONT CONTINUOUS P PAINT COORD COORDINATE PC PRECAST CONCRETE CFM CUBIC FEET PER MINUTE PEN PENETRATION FLASHING CG CORNER GUARD P LAM PLASTIC LAMINATE CIP CAST IN PLACE CONCRETE PLYWD PLYWOOD CWP COMPOSITE WALL PANEL PTD PAINTED PT CONC. POST -TENSIONED CONCRETE DTL DETAIL PT PRESSURE -TREATED WOOD DIA DIAMETER DIM DIMENSION RL RAIN LEADER DR DOOR REF REFRIGERATOR, REFERENCE DN DOWN REINF REINFORCING BAR DS DOWNSPOUT REV REVISION DWG DRAWING R RISER, RADIUS RM,RMS ROOM, ROOMS (E) EXISTING RO ROUGH OPENING EA. EACH ELEC ELECTRICAL SAF SELF ADHESIVE FLASHING ELEV, EL ELEVATION SCHED SCHEDULE EQ EQUAL SCWD SOLID CORE WOOD EXIST. EXISTING SEC SECTION EXT EXTERIOR SHT SHEET SV SHEET VINYL FO FACE OF, FINISH OPENING SC SOLID CORE FIN FINISH SPECS SPECIFICATIONS FAAP FIRE ALARM ANNUNCIATOR SF SQUARE FEET PANEL SRWY STAIRWAY FD FLOOR DRAIN S.S. STAINLESS STEEL FEC FIRE EXTINGUISHER CABINET STL STEEL FRT FIRE RETARDANT TREATED STOR STORAGE FHA FULLY HANDICAP ACCESSIBLE STRUCT STRUCTURAL FLSH'G FLASHING SUSP SUSPENDED FLR FLOOR F.A. FLUID -APPLIED T TEMPERED GLASS FND FOUNDATION T.I.G. TEMPERED INSULATED GLASS FOIC FURNISHED BY OWNER, THRESH THRESHOLD INSTALLED BY CONTRACTOR T.O. TOP OF FO10 FURNISHED BY OWNER, TT TREAD, THICKNESS INSTALLED BY OWNER TS TUBE STEEL FOS FACE OF STUD TYP TYPICAL FV FIELD VERIFY FS FLOOR SINK UNFIN UNFINISHED FCC FIBER CEMENT CLADDING UNO UNLESS NOTED OTHERWISE FW FIBERGLASS WINDOW UON UNLESS OTHERWISE NOTED U/ UNDER GA GAUGE GALV GALVANIZED VERT VERTICAL GAP GENERATOR ALARM PANEL VCT VINYL COMPOSITION TILE GL GLASS GLULAM GLUE -LAMINATED WC WATER CLOSET GWB GYPSUM WALLBOARD WD WOOD GMRL GALV. METAL RAIN LEADER WNDW WINDOW WP WATERPROOFING HC HANDICAP WRB WEATHER RESISTANT BARRIER HDW HARDWARE WS WHEEL STOP HT HEIGHT W WIDTH HM HOLLOW METAL W/ WITH HOR HORIZONTAL HB HOSE BIB HW HOT WATER HWT HOT WATER TANK REFERENCE SYMBOLS 12 12 BUILDING SECTION INDICATOR A3.2 A3.2 A�4� ROOM NAME 101 C L3 R 12 1 WALL SECTION INDICATOR ROOM IDENTIFIER wl NAME &NUMBER WINDOW TYPE IDENTIFIER (L =LOUVER TYPE) BUILDING ASSEMBLY TYPE INDICATOR (R = ROOF, W =EXTERIOR WALL, F =FLOOR) PARTITION TYPE INDICATOR -INTERIOR (T =THERMAL INSUL, A = ACOUSTIC INSUL, # _ CONFIGURATION) P-1 FINISH INDICATOR 5 EXTERIOR ELEVATION INDICATOR A3.1 C 2 2 INTERIOR ELEVATION INDICATORS A8.1 B A8.1 (BY ALPHA CHARACTERS OR DIRECTION) A 16 (� �) 16 DETAIL INDICATORS A5.1 (` � J A5.1 3 REVISION INDICATOR FIRST FLOOR LEVEL ELEVATION &LEVEL INDICATOR 0'-0" T.O. WALL SPOT ELEVATION INDICATOR 0'-0" 302 DOOR NUMBER CPT SV FINISH TRANSITION 14 KEYNOTE INDICATOR � 11 IDENTIFICATION DEVICE INDICATOR �-� / � BARRIER FREE 60" CLEARANCE CIRCLE 1� ___. �� INDICATOR O OGRID INDICATORS PLAN NORTH NORTH INDICATOR (ARROW =TRUE NORTH) VICINITY MAP PROJECT TEAM OWNER EDMONDS 2020 LLC 307 BELL STREET EDMONDS, WA 98020 P: (425) 640-8000 F: (206) 625-0770 EMAIL: edmonds2020@gmail.com CONTACT; DOUG SPEE ARCHITECT HALLER ARCHITECTS LLC 12216 CORLISS AVENUE NORTH SEATTLE, WA 98133 P: (206) 235-0935 E-MAIL: boyerscottl@gmail.com CONTACT: SCOTT BOYER PLUMBING &FIRE PROTECTION MOORE FIRE PROTECTION 18621 SE MAY VALLEY ROAD ISSAQUAH, WA 98027 P: (425) 269-1627 F: (425) 271-5506 EMAIL: tracyvmoore@moorefire.com CONTACT: TRACY MOORE ELECTRICAL RHEMA ELECTRIC LLC 1404 RIVERSIDE DRIVE, SUITE F MOUNT VERNON, WA 98273 P: (877) 743-6240 F: ((866) 413-4997 EMAIL: randy@rhemaelectric.com CONTACT: RANDY MERRITT Approved by Fire 08/20/2021 AFM /�C�l,�e{'e{' Separate permits for any fire alarm or sprinkler alterations. Exiting, extinguishers and emergency lighting at final inspection. �. _ - �. f�o.r}�flr� �cstavr�r*i � ��r • ---��' . � ��.Cx a' 1 ra= t- �� say 13Gtn SzSW 1��,sh �t Sl' ` _pe _ �1 I��I��l��ad fDIlY1D�1+il]S BOYVl t=enter E�marlds ��r~teriifnf !�tlIIC�Lf VYi�OD HI LLB t�� /'4� � c z .. i�; a - �� - . �a �, 201 Main St, `�` � _ °•' � .� � . Edmonds, WA 98��0 � M�r.��: S rr I� I�srtA.J rd"t �'� � �. r� �� - 'tt'�or��'s li�rne�t� �� Ja�a�s�r. s Adar ��_ •� , h5+�ln:at �t *�r� u's � u'ti'-1C]i �1�� :� r .� � � F�r�e st � _ � �zn�T �t �w ■.Ir- - d it -r ,. UU��wa�r . MATERIAL SYMBOLS NOTE: THE STANDARD SYMBOLS BELOW INCLUDE MATERIALS THAT MAY NOT BE USED ON THIS PROJECT. EARTH WOOD BACKING OR SHIM c 0 0�0�o GRAVEL WOOD FRAMING, CONT. SAND, MORTAR OR PLASTER ENGINEERED WOOD FRAMING ° a CONCRETE ORIENTED STRAND BOARD ASPHALTIC CONCRETE FINISH WOOD PRECAST CONCRETE INSULATION (LOOSE, BLANKET) BRICK RIGID INSULATION a a CMU SPRAY FOAM INSULATION METAL SEALANT &BACKER ROD LIST OF DRAWINGS G0.02 PROJECT INF01 INDEX OF DRAWINGS G0.03 CODE SUMMARY G0.05 CODE SUMMARY A1.01 SITE PLAN A2.01 FLOOR PLAN A2.02 REFLECTED CEILING PLAN A2.03 OVERALL EXISTING LEVEL 1 FLOOR PLAN A3.01 SOUTH BUILDING ELEVATION A5.01 WALL ASSEMBLIES (FOR REFERENCE) A5.02 WALL ASSEMBLIES (FOR REFERENCE) A5.03 WALL ASSEMBLIES (FOR REFERENCE) A5.04 WALL ASSEMBLIES (FOR REFERENCE) A5.05 WALL ASSEMBLIES (FOR REFERENCE) A10,�1,$.l� DING DOOR SCHEDULE (NEW T.I DOORS ADDED &FOR REFERENCE) A10.02 DETAILS E2.00 ELECTRICAL 1 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT APPROVED TO FIELD PLANS MUST BE INSPECTION FOR ON JOB SITE CODE COMPLIANCE WOOD, MDF j / GLASS, ELEVATION OR PARTICLE BD CIt Of Edmonds y PLYWOOD CARPET Building Department Work TENANT IMPROVEMENT Address 201 MAIN ST 201 ----------------------------------------------- Owner DUSTED VALLEY APPROVED BY PLANNING °��lt;�� Aug 12 2021 CONSTRUCTION TYPE OCCUPANCY GROUP :_iA2,._._.__.; OCCUPANT LOAD � 9�__________I PROJECT DATA ADDRESS: 201 MAIN STREET SUITE 102 EDMONDS, WA 98020 PARCEL NUMBER: 00434400700800 DESIGN CRITERIA FOR EDMONDS GROUND SNOW LOAD: SEISMIC DESIGN: WIND SPEED: WIND EXPOSURE: WINTER DESIGN TEMP MEAN ANNUAL TEMP: 25 PSF CATEGORY D 85 MPH B, C & D (VARIES WI LOCATION) 27 DEGREES F 50 DEGREES F ' }_ �� OCCUPANT LOAD CALCULATIONS SEE G0.03 & G0.05 FOR INTERIOR AREAS USED TO CALCULATE OCCUPANT LOADS (AREAS BELOW ARE CALCULATED FROM OUTSIDE FACE OF STUD 1 FACE OF CONCRETE) ��`�� ZONING � f:t�G �t sir � � � , ��red��r E�rnpr�G Hc�sp;t� v�i+*�o Foac ��Gth �t 5'� ,_ ,�_ 20� feat � 500 m 2021 TarnTam_ � �penStr�etMap N �� r� EDMONDS: COMMUNITY BUSINESS -BD2 SUBJECT TO ECDC CHAPTER 16.43 MIXED USE (MULTI-FAMLITY RESIDENTIAL UNITS &COMMERCIAL SPACE) PERMITTED PRIMARY USES PER ECDC 16.43.020. 30' MAXIMUM HEIGHT ABOVE AVERAGE CALCULATED GRADE PER ECDC 16.43.030(C). SETBACKS: PROJECT IS NOT ADJACENT TO RESIDENTIALLY (R) ZONED PROPERTY SO NO SETBACKS ARE REQUIRED PER ECDC 16.43.030. MINIMUM HEIGHT OF GROUND FLOOR: COMMERCIAL SPACE (POST OFFICE) IS WITHIN THE DESIGNATED STREET FRONT AND IS REQUIRED TO HAVE A MINIMUM GROUND FLOOR HEIGHT OF 12 FEET. PARKING: COMMERCIAL SPACES IN THE LEVEL 1 PARKING GARAGE HAVE A TOTAL OF 28 PARKING SPACES. PER ECDC 16.43.030 (D)-2, NO PARKING IS REQUIRED FOR ANY COMMERCIAL FLOOR AREA LOCATED WITHIN THE BD2 ZONE. Approved Date 8/25/2021 Building Official � w• � v�a�c Permit Number BLD2021-0897 PROJECT DESCRIPTION INTERIOR REMODEL OF 1,952 SF OF EXISTING GROUND FLOOR SPACE IN THE EDMONDS MIXED USE BUILDING AT 2ND AND MAIN STREET. T.I. SPACE TO BE A WINE TASTING & SALES ESTABLISHMENT NAMED "DUSTED VALLEY". SEPARATE PERM ITS ELECTRICAL PLUMBING EXTERIOR SIGNAGE ACCESSIBILTY NOTES 1. PROVIDE FULLY INSTALLED GRAB BARS IN ALL COMMON AREA BATHING AND TOILET FACILITIES. 2. PARKING SIGNAGE FOR ACCESSIBLE SPACES SHALL BE INSTALLED IN PARKING SPACES DESIGNATED FOR ACCESSIBLE DWELLING UNITS. 3. ALL LOCATIONS: LOCK AND LATCH SETS TO BE LEVER TYPE. 4. ALL LOCATIONS: FAUCETS IN KITCHENS AND BATHS (SINKS, LAYS, TUBS) TO BE LEVER TYPE. GOVERNING CODES JURISDICTION: CITY OF EDMONDS, WASHINGTON 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL RESIDENTIAL CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL FUEL GAS CODE 2018 INTERNATIONAL FIRE CODE 2018 EXISTING BUILDING CODE 2018 INTERNATIONAL PROPERTY MAINTENANCE CODE 2018 INTERNATIONAL CODE COUNCIL PERFORMANCE CODE 2018 WASHINGTON STATE ENERGY CODE 2018 UNIFORM PLUMBING CODE 2017 NATIONAL ELECTRICAL CODE WA STATE AMENDMENTS AS APPLICABLE EDMONDS COMMUNITY DEVELOPMENT CODE TITLE 19 2009 ANSI 117.1 HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP DATE REVISION 8/10/21 PERMIT REV 1 PROJECT DIRECTOR SB PROJECT MANAGER PROJEOCT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK ARCHITECT SE L 8117 REGISTERED ARCHITECT SCOTT A. BCI�FER STATE OF WASHINGTON RESUB Aug 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE PROJECT INFORMATION PROJE 1T026.00 DATE J U N E 30, 2021 PROJECT NETWORK PATH SHEET NUMBER ■ EXIT PASS 38.7! SECOND FLOOR F �v.�c PROPERTY LINE I PHASE 2 I PHASE 1 /�l IR.IF(:T (1F TNIC CI IR�AICCI(1N1 ' (I INf1FR (`.(I�ICTRI I(`.TI(1N1 CONSTRUCTION TYPE V-A 11,406 SF + 1,853 SF + 8,756 SF LEVEL 2 SEPARATED OCCUPANCIES : _ .520 < 1 (CALCULATION PER IBC 2018 508.4.2) 42,360 SF (R-2 OCCUPANCY) � PHASE 2 � PHASE 1 — (SUBJECT OF THIS SUBMISSION) i (UNDER CONSTRUCTION) z J �I w o, ai A �NCY 705 SF 0 15 30 60 I A I I A I I I � 1 I I I Z J } � I 1 • THIRD FLOOR PLAN � -------------�----------------- 0 15 30 60 PROPERTY LINE _ CONSTRUCTION TYPE V-A 11,321 SF + 15,974 SF LEVEL 3 SEPARATED OCCUPANCIES : _ .644 < 1 (CALCULATION PER IBC 2018 508.4.2) 42,360 SF (R-2 OCCUPANCY) THIRD FLOOR _ _ _ _ SECOND FLOOR 45.42' (SE) 38.75' (SW)� GRADE PLANE = 44.72 , PHASE 1 & 2 COMBINED FIRST FLOOR _ _ BASEMENT FLOOR 1'-11" (SEE A1.01) PHASE 2 � PHASE 1 (SUBJECT OF THIS SUBMISSION) i (UNDER CONSTRUCTION) rarr�■rs••� ' �� .......................................I....�......... BASEMENT NOT COUNTED AS STORY ABOVE GRADE PLANE PER IBC i 2018 &COMMENTARY DEFINITIONS "STORY ABOVE GRADE PLANE" PHASE 1 &PHASE 2 OVERALL BUILDING SECTION AVERAGE GRADE ELEVATION AT EXTERIOR WALLS: EAST= (45.42' + 49.86') / 2 = 47.64' SOUTH = (38.75' + 45.42') / 2 = 42.09' WEST = (38.75' + 44.82') / 2 = 41.79' NORTH = (44.82' + 49.86') / 2 = 47.34' NORTHEAST 178.86' / 4 = 44.72' =ELEVATION OF GRADE PLANE � _ _ _ _ _FOURTH FLOOR 49.$6' (NE) _ THIRD FLOOR 44.82' (NW) � SECOND FLOOR �RA6EPL7�NE �.72� PHA�1_g�2C-�MRINE�_ FIRSTFLC�OR BASEMENT FLOOP. BASEMENT NOT COUNTED AS STORY ABOVE GRADE PLANE PER IBC 2012 & COMMENTARY DEFINITIONS "STORY ABOVE GRADE PLANE" 0 15 30 60 I PHASE 1 — i(UNDER CONSTRUCTION) A _� FOURTH FLOOR PLAN o 15 30 60 CONSTRUCTION TYPE V-A 15,974 SF LEVEL 4 SEPARATED OCCUPANCIES : _ .377 < 1 (CALCULATION PER IBC 2018 508.4.2) 42,360 SF (R-2 OCCUPANCY) CONSTRUCTION TYPE V-A SEPARATED USES CALCULATIONS PHASE 1 &PHASE 2 COMBINED FRONTAGE INCREASE 506.2 F W F =BUILDINGS PERIMETER ON OPEN SPACE = 626' EQUATION 5-2 If = 100 F - 0.25 30 (CALCULATED ALONG MAIN, SECOND &BELL ONLY EAST ALLEY NOT COUNTED) P =PERIMETER OF ENTIRE BUILDINGS = 1205' If = 100 6205 0.25 27 W =WIDTH OF OPEN SPACE _ >30' (MIN. 42') 30 SPRINKLER SYSTEM INCREASE 506.3 v INCREASED BY 200°/D FOR SPRINKLERS INSTALLED PER 903.3.1.1 z � At If At IS Aa= ALLOWABLE AREA PER FLOOR = 40,595 SF EQUATION 5-1 _ Aa At + 100 + 100 At =TABULAR AREA PER FLOOR = 11,500 SF o If =INCREASE DUE TO FRONTAGE = 28 + 25 = 53 Q (11,500)(27) (11,500)(200) Aa= 11,500 + + = 37,605 SF I =INCREASE s DUE TO SPRINKLER PROTECTION = 200 100 100 SPRINKLER SYSTEM INCREASE 506.3 INCREASED BY 200% FOR SPRINKLERS INSTALLED PER 903.3.1.1 Q At If At IS Aa= ALLOWABLE AREA PER FLOOR = 63,540 SF EQUATION 5-1 j A - A + + a- t 100 100 At =TABULAR AREA PER FLOOR = 18,000 SF oIf =INCREASE DUE TO FRONTAGE = 28 + 25 = 53 °° Aa- 18,000 + (18,000)(27) + (18,000)(200) = 58,860 SF IS= INCREASE DUE TO SPRINKLER PROTECTION = 200 100 100 SPRINKLER SYSTEM INCREASE 506.3 v INCREASED BY 200°/D FOR SPRINKLERS INSTALLED PER 903.3.1.1 z � At If qt IS Aa= ALLOWABLE AREA PER FLOOR = 42,360 SF EQUATION 5-1 _ Aa At + 100 + 100 At =TABULAR AREA PER FLOOR = 12,000 SF o If =INCREASE DUE TO FRONTAGE = 28 + 25 = 53 o� (12,000)(27) (12,000)(200) Aa= 12,000 + + = 39,240 SF I =INCREASE s DUE TO SPRINKLER PROTECTION = 200 100 100 SPRINKLER SYSTEM INCREASE 506.3 U INCREASED BY 200% FOR SPRINKLERS INSTALLED PER 903.3.1.1 z � At If qt IS Aa= ALLOWABLE AREA PER FLOOR = 49,420 SF EQUATION 5-1 _ Aa At + 100 + 100 At =TABULAR AREA PER FLOOR = 14,000 SF o If =INCREASE DUE TO FRONTAGE = 28 + 25 = 53 v� (14,000)(27) (14000)(200) Aa= 14,000 + + = 45,780 SF I =INCREASE s DUE TO SPRINKLER PROTECTION = 200 100 100 SPRINKLER SYSTEM INCREASE 506.3 v INCREASED BY 200°/D FOR SPRINKLERS INSTALLED PER 903.3.1.1 Q � At If At IS Aa= ALLOWABLE AREA PER FLOOR = 74, 130 SF EQUATION 5-1 _ Aa At + 100 + 100 At =TABULAR AREA PER FLOOR = 21,000 SF o If =INCREASE DUE TO FRONTAGE = 28 + 25 = 53 u (21,000)(27) (21,000)(200) Aa= 21,000 + + = 68,670 SF I =INCREASE s DUE TO SPRINKLER PROTECTION = 200 100 100 HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP DATE REVISION 8/10/21 PERMIT REV 1 PROJECT DIRECTOR SB PRSOJEpCT MANAGER PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK ARCHITECT SE 8117 REGISTERED ARCHITECT SCOTT A. B(AFER STATE OF WASHINGTON RESUB Aug 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE CODE SUMMARY OVERALL BUILDING FOR REFERENCE PRo21T026.00 DATE J U N E 30, 2021 PROJECT NETWORK PATH SHEET NUMBER ■ HALLER ARCHITECTS LLC I2018 IBC Section 1009.1 Exception (1) ■Accessible means of egress are not required to Ibe provided in existing buildings. Therefore, ■ ■based on a telephonic conversation with the (Design professional the length of path has been ! .been determined that the stairs can be used as Ia means of egress creating the distance travel ! ■to 250' or less. Please see documents in 1 address file — PHASE 2 PHASE 1 - (PREVIOUS PERMIT) (PREVIOUS PERMIT) 1 EXIT STAIR 2-HR FIRE BARRIER I PHASE 1 -USED AS SECOND STAIR MEANS OF EGRESS FOR RESIDENTIAL & 1 PHASE 2 PARKING GARAGE COMMERCIAL I TRASH ROOM �I'III,II�VI�III'll�lll�llllllll�lll'i,II�IIIjII�III�VI�III'll�lll�lll�lll'IY!'I�'llllll��V��II�II��II��V��II�I,�,��pY��,��II;�,, II�I��II,;,�,�,��V��II�II��II��Y�,I�II��II��V��II�II��II �V��II�I,III,,I��II�II��II��V��II�II��II��V��II�jI��II��V��II�jI��II��V��II�jI��II��V��II�jI��II��V��II�jI��II��V��ll - - L� � L��I �.I I ��.I I ��.I I ��.I L��.LI -1- --- - I--=-- � �===�g� � I o p �11--II ii'—A-11-11-1f ��®III I �=1f=7=11=11=1i==II =lr=� II II -II � II II II II 1 II II II 1 II II II II II II � � �^ \ JI __ =11 __ I � I � JI � — y L _ c —_ — —_ I — � 1 � � JI = JI _ JI = = I I= = IL = ooi y — — �// O s _ �. ...... ,.. \\ �\ �\ � � L ,�� ^z __ :: I � — IL_J� � II II 0 0 II II I II = 11 I II II I I� = 91 II II ---- I� _ � it II III 'I ---- ----- ----- _ � . Ik=�11. � � �I `----- - ' �,. �� II III it - vv - I�-J I II III ' I IL __ _III I II III � I 0 �—� 0 'I �n II �==================-- 17 f3-------------- -------------------------------- ----- IIII I II - ��-==---------------------------------�==============_---= II II I 1111 I 1111 I � : �� --- - r � u � � ---- - - -- Iw------- - � ,.. I� �� EXIT ACCESS TRAVEL i �� . , �_ �' DISTANCE = 60' � � 1 , - � _ I r- .. I ' i `` ;; --- 1 I ----�` `� � � I � l ii � � �� I ; � `� � I I � `� EXIT ACCESS TRAVEL I I `` �`` i i �`` �`` DISTANCE = 2�' � � � � I �� 1 I � I ; I � I ` `� ; ; `� zso� � i I I_ 1\✓L________ I t �0 , � �� ----- I I �--t I � I I � � � � � � (CALCULATIONS FROM THE 2018 IBC ■OCCUPANT LOAD: ■Office/ preparation= 3 I I Serving 200/200= 1 .Seating 1286/15 = 86 ■ I ! Total= 90 Occupant load I ■Please post the occupant load per the 2018 IBC. 1� � 0 10 20 40 PHASE 2 (NEW EDMONDS MIXED USE BUILDING) FIRST FLOOR (GARAGE & T. I. SPACES(Sl) S-2 PARKING GARAGE = 4,388 SF �VAJ� Y NT IMPROVEMENT = 1,851 SF 0 OCCUPANCY LOAD � � � i�i�i�i� TOTAL AREA OCCUPANCY LOAD TOTAL OCCUPANTS 4,388 SF �i 1,851 SF 15 SF MIN. EXIT WIDTH = 0.15 x 145 = 21.75/2 = 10.875" (48" provided) MIN. STAIR WIDTH = 0.2 x 145 = 29.0/2 = 14.5" (47" provided) 22 �.-, t23- 90 PHASE 1 (NEW EDMONDS POST OFFICE BUILDING) FIRST FLOOR (GARAGE ONLI� S-2 PARKING GARAGE = 7,816 SF OCCUPANCY LOAD AREA OCCUPANCY LOAD TOTAL OCCUPANTS S-2 PARKING GARAGE � 7,816 SF 200 40 MIN. EXIT WIDTH = 0.15 x 40 = 6.0/2 = 3.0" (48" provided) MIN. STAIR WIDTH = 0.2 x 40 = 8.0/2 = 4.0" (47" provided) COMBINED REVISED LOAD ON PHASE 1 SOUTH STAIR FIRST FLOOR PLAN (GARAGE ONL1� OCCUPANCY LOAD AREA OCCUPANCY LOAD TOTAL OCCUPANTS S-2 PARKING GARAGE 12,204 SF 200 SF 61 A-2 DUSTED VALLEY T.I. 1,851 SF 15 SF 123 � TOTAL MIN. EXIT WIDTH = 0.15 x 184 = 27.6/2 = 13.8" (48" provided) MIN. STAIR WIDTH = 0.2 x 184 = 36.8/2 = 18.4" (47" provided) :� 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP DATE REVISION 8/10/21 PERMIT REV 1 PROJECT DIRECTOR SU PROJECT MANAGER SB PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK ARCHITECT SE L 8117 REGISTERED ARCHITECT SCOTT A. B�FER STATE OF WASHINGTON RESUB Aug 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE CODE SUMMARY PROJECT N0. 21026.00 DATE J U N E 30, 2021 PROJECT NETWORK PATH SHEET NUMBER ■ HALLER ARCHITECTS LLC V 3, / �� a / _ _ ---_ _ _ c�._._� _ .. OUTLINE OF LEVEL 1 SECON D AVEN ORTH w BELOW � � q.1 '� COMMERCIAL PARKING 45' cn Q .....�.� .,....,� � -- F-« ------ ---- --- 360'-0" ...........�a�~... ENTRANCE (t�ERALL SITE DIMENSION) WATER 1 SEWER CONNECTION ��. �, CV o PROPER �, — — � — — `�.9 — — — — — — — — �1 0 I r---- --- , -- ---- I � %�; � � ---J L----- y`.�t`' r----� � - - - - - --- --- I � �� I I I I /' //�/ �%, I I I XI D N I ii I I 1 MAIN '7o E ///� I I I STREET 41'-3" I i i � F; �� o I I ICK-UP i W I z — � ASH ROOM IN BUILDING) I w I � _ E�I�ST MON� , Z ,�. w o o w I I �� -- �� OF , DIN i � J -� LJ LJ I � W EXISTING EXTERIOR ACCESSIBLE z � � � — — — - - I � PATH OF TRAVEL FROM MAIN STREET -_ o � I ��DUSTED VALLEY TENANT � - �� I � � �C � / PUBLIC SIDEWALK TO T.I. SPACE � / I FRONT ENTRANCE � I �� IMPROVEMENT - % / I i I TENANT T.I. EXTERIORSIGNAGE 1 .,�01 MAIN STREETSUITE 102 j I I (SEE 11A3.01 FOR ADDITIONAL I I i I INFORMATION) I PTD STEEL CANOPY � I I � � (UND A PERMIT) I � I I I SEE ALSO 1. 1 L i I I OUTLINE OF LEVEL 1 � I /i///// i I BELOW �`S, I I —-------- — — — — — — — R ERTY LINE PROPERTY LINE I E I- TIN PEN ALLEY X �� G 0 --�� so � � o �� a 5 ��9 D �� N SITE PLAN 1 �� 1 = 20 -0 0 10 20 40 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @grnail.corn PROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP DATE REVISION 8/10/21 PERMIT REV 1 PROJECT DIRECTOR SB PROJECT MANAGER SB PROJECT ARCHITECT PROJECT TEAM MEMBER DT CHECK ARCHITECT SE 8117 REGISTERED ARCHITECT SCOTT A. BC�1FfR STATE OF WASHINGTON RESUB Aug 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE SITE PLAN PROJECT N0. 21026.00 DATE J U N E 30, 2021 PROJECT NETWORK PATH SHEET NUMBER O M � II L // n II � / / I I I, 11 111 I I I 11 11 I I I II II I I I II II II I II II II I II II I II �� I I II II I I II II I I II II I I I I I I I II II I U P I II II I I II II I I II II I I I11I I I I II I �\� _ u I �� ---T- � U I I I I I I � I I I I 11 1 I I I I I � I ENTRY I � I w l 101 I I I I II 101 I I I J I I I I I I I ----� I I �I I � _ I I � OUTDOOR SEATING I I I 100 I I I I I I I I I I I I I C I I I 11 �-0 1 /2" I I I 3'-0" i FLOOR PLAN 'p.' i ULL HF_IGHTjWINE B SHELVING (SECURED i � � �' - WALL - SEE DET�kS � � �( � � � A )) a � SEATING 102 0 - HAND SINK 0 M 'FCJLL HEIGHT WINE BOTTLE SHELVING (SECURED TO WALL -SEE DETAILS 1 & 2 A10.02)) S RVING 1 E 103 q ADA CLEAR AREA / I \\ �� I ' � � /� � / � 11 �� 1 •1 � � \ / ,a 6'-0"HIGH PRIVACY 0 o SCREEN WALL - NOTE: ALL WALLS NON LOAD FEC BEARING & FULL HEIGHT U.N.O. NEW WALL CONSTRUCTION 13C FULL HEIGHT WINE BOTTLE OFFICE I PREPARATION SHELVING (SECURED TO 106 WALL -SEE DETAILS 1 & 2 A10.02)) '-0"HIGH WALL (OPEN TO ABOVE) 8 1 SEATING 105 30'-2 1/4" EXIT m❑� ----�; 6'�3/4" �� .'�� A�DA�SIGf�AC�E -' �� - - � ® DW �� \\ q ALLWA I 107 � � / �� i � TWO COMPARTMENT SINK 13C o UTILITY ti 108 0 �� 3'-0" 3' 3° ADA SIGNAGE - 13C SEE 4/A10.01 6'-0"HIGH PRIVACY SCREEN WALL 100B __\�_ �- — � � -I- - I I I \CE IBLE TOIL � � �'- I ELECTRICAL PANEL G RAGE ENTRY 111 CV x 1 � TOILET 110 0 7'-6" 4'-3 114" �HE ALLS' �/ COMMERCIAL I ACCESSIBLE � HALLWAY I TOILET I 4'-0" I I oO ' I I I o � � I 2„ I 5'-0" I I � � 1'-6" I I I I N I q I � 4'-0" I I �----� = 4'-6" � TOILET �' �'�`�� - _.. H-CAP CLEARANCES PER ANSI 117.1 2009 H-CAP CLEARANCES HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 / � email: boyerscottl @gmail.com PROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP � DATE REVISION 1 \8/10/21 PERMIT REV 1 �� PROJECT DIRECTOR SB / PROJECT MANAGER SB PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT �� CHECK ARCHITECT SE L $�� REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON RESUB Aug 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE FLOOR PLAN PROJECT N0. 21026.00 DATE J U N E 30, 2021 PROJECT NETWORK PATH SHEET NUMBER 0 2 4 8 T OUTSIDE AIR INTAKE OC OC REFLECTED FLOOR PLAN 0 2 4 8 OUTBID A INTA DUCT (8'-10" A.F F.) A A A �B �B �B 11'-11" (FROM F.F. TO UNDERSIDE OF STRUCTURAL SLAB ABOVE) TYP �B �B A OC AIR SUPPLY DUCT (8'-10" A.F.F.) A DIFFUSER GRILL TYP �B ,�- III OC OC A �B �/,//� d \ a 4 � � � �� i � �. OC OC � C W A NOTE: T.I. SPACE FULLY SPRINKLERED & CONNECTED TO BUILDING FIRE ALARM SYSTEM UNDER PREVIOUS MAIN BUILDING PERMIT OC OC OC OUTSIDE AIR INTAKE DUCT (8'-10" A.F.F.) O H OC�� O C C A �B R HANDLING UN )OLING FOR THI 1�� // ��1 OE ��.II�/////////// I////////////11=;X/I LIGHT FIXTURE SCHEDULE MARK MANUFACTURER SPECIFICATION COLOR A NORA LIGHTING 4 TRACK LIGHTS NTE-860 10W LED 800 LM /TRACK 120V, 2400W EA CIRCUIT NT-302B B ET2 LIGHTING FUNGO E24916-BKSBR C NORA LIGHTING NH101CD-4814W LED 1000 LM D REJUVENATION RIGDON SINGLE TUBE WALL SCONCE A1750 OIL RUBBED BRONZE E REJUVENATION CEDAR &MOSS CONIFER 18" FLUSH MOUNT A0367 OIL RUBBED BRONZE F REJUVENATION JERICO 3 1/4" FITTER SINGLE SCONCE A2964 OIL RUBBED BRONZE G REJUVENATION THURMAN 4" FLUSH MOUNT A6510 OIL RUBBED BRONZE H NORA LIGHTING NELOCAC-6 24W LED LIGHT FIXTURE SCHEDULE HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP DATE REVISION 8/10/21 PERMIT REV 1 PROJECT DIRECTOR PROJECT MANAGER PROJEOCT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK ARCHITECT SE L $�� REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON RESUB Aug 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE REFLECTED CEILING PLAN PROJECT N0. 21026.00 DATE J U N E 30, 2021 PROJECT NETWORK PATH SHEET NUMBER 2 1 _ A4.08 3 1 A3.12 A4.10 B � C 11'-7" I , �.03 '` i I � � � �., II �, II _ ROPERTY'CINE/ O I �Jl r iirr %r 1 A4.09 A4 02 A311 A3.01 A4 06 159'-10 3/4" � D � E F G H 1 A5.40 � 21'-21/4" 18'- 1/2" 16'-71/4" 17'-61/2" 17'-21/2" I I I I I li II II li lip li li li ii� li li li II li li li � � � I• �i �i li li li I li li II li li � �i II I. � i �i li li �i i li li � II li li II li li li � � 4 I� � i I' i i II li li II li li li II II li I I li l I I I,I,�I I I,I,I I I,I,I I,I,I, I l a I,I,I, I,I,I I,I, I I I,I,I I I,I,III I,I,I I I,I, I I I I I I I,I,I I I,I,I I I,I I I,I 34'- "' � 21'-4" 1r� �+ , n — � � n I li�'V U�I � — — i II n _ �I (��I I_ II _ n i_ n ' --- - — — -- J1 -- --_ --- '- 8 4" ' 1'-1 3/4" 2'-11 3/4" II 31 II II 1�3 II II II I II II 2[i �l__IL_1L_ _I � __—_ � _11__IL_�l_ JI__11_ IL_ � '- - - 50N �� N o - o ' 8" � � '-8" 8'-4' '-0 A3.12 I 17'-10 1/2" I I 14'-11" � � rrrr r �, - - � 3 23 L � _ m I `fl M � � / � �� /� �� I I I I -- o � J 23'-8 1/4" i i 1 7�6 s � � � - � I 2 23 � a �_ �� Il � �� J � � 23 - � I � II = _ � � y _ VESTIBULE_WILL BE PROVIDED I _ _ _ _ _ _ _PROVIDE HEAT _ 10A - - - � I ,,� o� UNDER FUTURE TENANT � � TO MAINTAIN MIN � SPRINKLER M � � I = POST OFFICE III _. IMPROVEMENT PERMIT 40 DEGREE TEMP RISER ROOM r` I � LOADING DRIVE � I = �I I I o 107A M `a I � 106 o_ III II I �� ::`I � � LL O - � - II 23 I 2'-5114 I I I WEST RETAIL I I o � � I I � 10 13A 10 ` I 2 - � � � I I I I 106 � � r ' I A3.02 � � U000 13 I - � I I z L>` III � � w o TRASH ROOM � � ; � w 13C RESIDENTIAL / I �� 00 � I _ JI I � o � `i' RETAIL TRASH � o `�' ; II - III � - o z m � 10A 107 ;� � FOR T.I. W/ _________________________ � � I I I I I - ��o I I o O CV o CV � � � � 4 — ACCESSIBLE ROUTE OF TRAVEL 2 A3.01 DUSTED VAL EY TENANT o--� IMPROVEME T N 1 _ `� CV A3.11 �_� -3" II II I ' � "' ' PICK UP OFF -, __ 7 00 two i I � � PR VIDE 2-HR A6.01 VESTIBULE WILL BE PROVIDED "' �w � � I � II III i UNDER FU URE TENANT °C c� � 10 13C .:: I = RA ED CONCRETE �� .� I ti 0 F 2 N D AVE � I = �I � � SL B IMPROVEM NT PERMIT � � � 10A � II III � z o ,,, POST OFFICE � . - 23 �..... I ... ......�........... ........�............... ..�........ .. .� I � o w I I "rt.. � TRASH - � � FEC � v `r � I O �� 0 ■ wJ= HAL o 0 // � � I � �� I I I I M L f � _ � POST OFFICE 11 1-0'_ 6r4 I I 104 ■ �I 11 0 -��-�� LOADING DOCK N II ' I (EXIT P SSAGEWAY I I � 104 - � I� / ■ 10 13 108 II II I � I I I I I I I I I � �■ I IIII I I ' �® � � I II � 13 II 103 II �� I I� ■ III �--------------------- ----------------------------------- I 'h ' ' I ' IIII III � II � ■ 13A ------------------------------- ® I I I I I — U ■ � IIII I � I I I I ,r _�,_��,� Pam,, l 0 10 13 10A o 0 o � � B 10A I I I I I °° III I � � � � _ ---- d.��.: III I � i i II II � �� UP �� ar __��_��—_� ■ � OC ° I . _ � ti , \ � ®� _� � I - - - - \ ; ! COR IDOR' >: � 10 ■ � Ln I 10 OC � � 1 I 7 ... FEC �� `�D �' �� 1 5 i �' �� 10 ■ - i i - - - - A3.12 I li P � � - ■ � _ FEC _ � PRROVIDE 2-FAR ______ �I ��_�,_,_�,� i�i,�ir�ii_ii�il,�,,� � COMPACT COMPACT COMPA T �_____� 29'-8" �I I 23 � I .. <. ELECTRICAL RSIEILC.OI�LC.R.ETE - - - - - - - - - - - - - �� I CONCRETE � 109 I �-. I SLAB �----------- ,- �, . � � � I I II �—WALL 4'-0" CONCRETE WA�LS I ° I i I � - i �N I 101� 10 3A HIGH TYP � TYP 6" THICK (" I ; � �� I �� '-2" I 8'-11" FEC � RE 'D FOR 2-H 109 I 0 A � �� : `� �P I RA ING) �� I L s , I R _ :_ _ ,. — �. ..: �'�\� - - - I � rl� � � I 5 \FEC \ 3 2 1 10A II �� I 10A � I 23 I \ \ I I I - 5'-101/2" 8�-10 3/4" 9'-3 3/4" 8'-6" '-31/2" � SW TAIL OUTDOOf� SEATING I I ■ CONC WALL MIN 7" ' \ r� \ 250 SF I ■ THICK (6.2" REQ'D � \ LJ \ � 102A � I �I I ■ 7 FOR 3-HR RATING) � \ \ I I ��,_2„ I � A6101 I � PROVIDE 3-HR ' _ I _ 1 � \\ \ ' P i � RATED CONCRETE � A3.11 \ \ I 23 � 10 � � PARKING GARAGE I SLAB i SEE A1.01 FOR PARKING GARAGE - \ \ ■ � 110 � ENTRY OFF OF 2ND AVENUE \\ \\ ■ 10 I ACCESSIBLE ' \ CANOPY I I 23 I ■ ■ , ABOVE I I I I I I I ■ I I ■ I ROUTE OF TRAVEL I � I \\ \ SE TAIIL OUTDOOR SEATING I I II ■ I ■ ■ . 4' 4 2" �-6" 8'-6" 7'-0" 8 81 /2" 8'-81 /2" 9' 1 1 /2" 8'-6" � 8'-0" \ \ I 377 SF I I C I I ■ ■ � \ \ I 101A I I '�2" I I� 3 �' ��-0" 4 :; 5 6 :: 7 8 � 9 \ `: \ - -I - - -I - - - - : ■- - - - I - - 6 �, L__ I 23 III --- - ■ ■ � ■ ■ � z - J I ■ � ■ _ I _ � J I SOU HEAST RETAIL �� ' I � � � � � 1756 SF 20 - ; � � � � O I I I I _ - R �/ ST IR : ■ I I I � 0 � 20 ' ' � �-: CO PACT � COMPACT 23 � � 102 - ® � PROPERTY LINE ,� I I 11 I � I 11 I I I � I 11 I PARKING: i i 16'-2" 11'-7" 21'-2 1/4" 18'-01/2" 16'-71/4" 17'-61/2" I, 17'-2 1/2" I, 17'-10 1/2" 23'-81/4" TOTAL PHASE 1 (18) +PHASE 2 (9) = 27 PARKING STALLS. PER ECDC 16.43.030.D.2 B C D E F 2-HR SHAFT ASSEMBLY-��_��_��_��_ � 159'-10 3/4" SEE SHEETS A6.01, A6.02, A8.01 - A8.13 & A9.05 FOR 1 ADDITIONAL PLAN CALL OUTS FOR WALL TYPES 2 1 2 1 A3.11 A4.07 A4.07 A3.02 G 2 A3.12 NO PARKING IS REQUIRED FOR ANY COMMERCIAL FLOOR AREA OF PERMITTED E .A USES LOCATED IN (THIS) BD2 ZONE. PER IBC 2012 TABLE 1106.1: REQ'D ACCESSIBLE SPACES FOR 26-50 PROVIDED PARKING STALLS = (2) SPACES. (1) PROVIDED IN PHASE 1 & (1) PROVIDED ADJACENT TO PHASE 2 RETAIL SPACE ENTRIES. PER IBC 2012 1106.5: "AT LEAST ONE SHALL BE AVAN-ACCESSIBLE PARKING SPACE". (PROVIDED IN PHASE 1 - SEE G0.07 FOR PATH OF TRAVEL) . NI HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP DATE REVISION 8/10/21 PERMIT REV 1 PROJECT DIRECTOR PROJECT MANAGER SB PR�O+JEpCT ARCHITECT PROJECT TEAM MEMBER cHDT ARCHITECT SE L 8>» REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON RESUB Aug 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE OVERALL EXISTING LEVEL 1 FLR PLAN (FOR REFERENCE) PROJECT N0. 21026.00 DATE JUNE 30, 2021 PROJECT NETWORK PATH SHEET NUMBER OVERALL EXISTING FIRST FLOOR PLAN 1�8�� = 1 �_�� 0 4 8 16 HALLER ARCHITECTS LLC 1 2 3 4 5 6 07 ALLOWABLE ELEVATOR PENTHOUSE PER ECDC I I I I �1 dfl (1'�fl f)'� HFI(;HT I ELEVATION /SECTION KEYNOTES 1.01 FIBER CEMENT LAP SIDING 4" EXPOSURE 1.02 PREFINISHED FIBER CEMENT PANEL 1.03 METAL REGLET 1.04 FIBER CEMENT TRIM BOARD 1.06 TILE O/ WP MEMBRANE 2.01 CONCRETE DECK 2.02 CONCRETE 2.03 CONCRETE REVEAL 2.04 DECORATIVE TILE 2.06A BRICK TYPE 'A' 2.06B BRICK TYPE 'B' 2.07 STRUCTURAL FOAM 2.08 PRECAST CONCRETE 2.09 DECORATIVE STAMPED CONCRETE 3.01 PTD STEEL GUARDRAIL W/ S.S. CABLES 3.02 PTD MTL CAP FLASHING 3.03 PTD STL CANOPY 3.04 STEEL /WOOD DECK PARTITION 3.05 PTD STL W/ WOOD TRELLIS 3.07 ARTIFICIAL WOOD BEAM 4.01 ALUMINUM STOREFRONT 4.02 ALUMINUM GLAZED SECTIONAL DOOR 4.03 VINYL WINDOW 4.04 PTD MTL LOUVER 4.05 PTD MTL EXHAUST VENT 4.06 STANDING SEAM MTL ROOFING ".,., , „.., , .,,,,�.,.,,�� ". , , . , SLI'AKA I t I'LKMI I FOR NEW TENANT T.I. SOUTH ELEVATION �WABLE HEIGHT +41.08' +50.07' +38.75' +45.42' AVERAGE GRADE _ 43.83' NW NE SW SE +43.83' AVERAGE GRADE 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @grnail.corn PROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP DATE REVISION 8/10/21 PERMIT REV 1 PROJECT DIRECTOR SB PROJECT MANAGER SB PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK ARCHITECT SE 8117 REGISTERED ARCHITECT SCOTT A. BC�IFER STATE OF WASHINGTON RESUB Aug 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE SOUTH ELEVATION PROJECT N0. 21026.00 DATE J U N E 30, 2021 PROJECT NETWORK PATH SHEET NUMBER 1�8�� = 1 �_�� 0 4 8 16 ILLS � I Tf R� R PARTITIONS, �FiP�1 E[� � 1-H� � ��D� VI�LLS �4iV� I�V`1`EIII P#�RTITIS, ID-F1�411AED I HALLER ARCHITECTS LLC RATING: ��► FILE �d�. P �$�� P U IUI 1�L LB�AI�D, 1�� D ET LI �� as�e leper 578" �1Pe 91Ps�m wallboard or gypsum �+eheer base applied at right angles to each side a� double row of 2 �€ � wood studs 'l�" o.c. on separa#� plates 1" �p�r# +,ait}� $d �#�i nails, 1 7�8" I�n�, 0.085" sh�r7#€, 'I��" ��a�tls� 2�" �_�_ F$ I�y�r 5�8" type 9YPsum wallboard or �y�sl� m +}sneer base �ppiie� at rig hit anlgles #o eaoh side with 8d avated nails, 2 3/8" long, �.100" shank, 17#" heads, 8' o,c, Joints sta��ered � �O" eack� I�ysr and side, Sou nd #sated with � 1 ��" � I�ss 1�ib�r i r�s Illation s�pl�d l0 �tud5 lrl 5�41� SC �r1 �1'I� side sad �nrilh 1l�kIS 1•�r ba�� Ia}er Sd �'� �.�, F+ori�or�tal bracing reguired at mid-her'ght_ �L�,�ao-BEAF�IN� MODIFIERS: FIRE 2 HOUR (1 HR ONLY REO'D) A FIRE GA FILE N0. WP 3820 B STC 55-59 C D ❑UNIT DEMISING WALL RATING: �11�LLS Ii�U IIV�EIR PARTfTI�1S, D-F�41�IED J� F1L� N�. I�11� 3�� d ��I�RI �YPI�NI IAL L��i�Da �� T#J�� One lager �8" type g�lpsurn vre Il�srd ar ��peum veneer Lase applied pal'�Ilel �r at right ar7gles to eachl aide of � x � woad skulls `! �" �.e_ with 1 1 /�" Type 1�V dell screws 12" �,�_ Jainks sta�+ger�d 1 �' an opposite sides. �L�,4D-BEA#�IN�� MODIFIERS: FIRE 1 HOUR /NON -RATED A SUBSTITUTE 2 X 6 STUDS, ADD R-21 INSULATION FIRE GA FILE N0. WP 3514 B STC 35-39 C D OWOOD FRAME INTERIOR PARTITION RATING: 2 HOUR 155 to 59 STC FIRE SOUND Thickness: Ap�r�x_ Vtil�ight- Fire Test: s 10 rj j�ll 13 �pTl�lf Sew v�r� � � �� FNi UDR 3taQ, �-27-��) N�aC 3058, �-7.7� '1 N4UF� 3� tD 3� T FI �E �lJl�l� Thickness: App rcx. lei�ht: File Test- mound Test: � 3,��" 7 ��f � 101-��1 1, �-1$-g� See V1�P 352� �SI.H fd-24�FT, �-2-�5) �, ciid can- �r��h ' �' �Ilf�f'�U5 ��r��3�� rih�l�- �.� �b_� �_{� �.� C',�rh«natc ��rc�at� ��EX�r�t�. �--- tl — I�r1f�Y£L�,llt 4;�37CE1�[�_ �.c�lticrc#c_ .� �, � 4�_L� .�.� ILi�ht+��c.i�lyt �.� �'.�] �.� �.� �, I 4,4 3.� _� MODIFIERS: FIRE 2 HOUR (SEE PLANS) A GWB &HAT CHANNELS ON BOTH SIDES FIRE IBC 2012 -TABLE 721.1(2) 4-1.1 B STC NA C D :: A F�L� f��. P �'lD � 1.1 � �II,�LL��,,��}, � �� Ll ��I�RI 2 HOUR 50 io 5A STG FIRE sour�a BSI a�y�r 5,��" kyP� gyp��lm v�ellb��rd �r �Y�sLarrl v�rl��r �� ppli�d �It r�l`It angles to eal~h side of 2 x� woad Muds �113" �_�.. s�ggerad 8' �_c_ on 2 x � w�❑d plates, with Cdi Heated rlaii�F `1 T/8" icn�, 0,08�" �hen�, '1f�" heady, �d" �.�. IFac� I�yer 5J8" #YF X 9YPsum +arallbaard �r �]+rlm v�n�e•�' base �ppli�d at right angla� t� ��Ich �id� with 8d �o8tie� rLails, � �1$" loh�, 0. t 1 �" shah+€, I�1;�2" heads, 8- �_�_ �I�inkS S�g��r�� 1 �" ��Gh I�r end �i�f�. ��n� l�$t�� wjth n�il� fir ��5� ��+�r ��G �" a.�, Horizontal bra�n� required at rrlid-I��ight. (L�A�-BEA#�Ih��j MODIFIERS: FIRE 2 HOUR A FIRE GA FILE N0. WP 3910 B STC 50-54 C D ❑2 WOOD FRAME SHAFT /CORRIDOR WALL \� , 2 X 6 WOOD STUDS @ 16" O.C. OR 2 X 8 STUDS IF PIPE DIA. IS 4" OR GREATER 5 1/2" ACOUSTIC BATT INSULATION - FRICTION FIR BETWEEN STUDS SEE PARTITION TYPE '3' FOR ADDITIONAL INFORMATION MODIFIERS: FIRE 1 HOUR A FIRE GA FILE N0. WP 3514 B STC 35-39 C D ❑4 WOOD FRAME INTERIOR PLUMBING PARTITION OVARIES - SEE STRUCK 6" MIN WALL TYPE '5' 7/8" HAT CHANNELS @ 16" O.C. CONCRETE WALL -THICKNESS PER STRUCTURAL (1) LAYER 5/8" TYPE 'X' GWB TF-lickr7ess� �" Approx.3ei�ht: 1� psf Fill T��: � P 41 �� (Ff� 1NP 3�b, ��-7�� B�Iand Test: NCC 23T7, �-1�-7C VARIES -SEE STRUC� 6" MIN RATING: CONCRETE WALL -THICKNESS PER STRUCTURAL CEMENT SIDING PER ELEVATION WRB 1/2" X 1 1/2" PT FURRING STRIP @ 8" O.C. SEE PARTITION TYPE '5' FOR ADDITIONAL INFORMATION MODIFIERS: FIRE 2 HOUR (SEE PLANS) A SUBSTITUTE 1" X 1 1/2" PT FURRING STRIP FIRE IBC 2012 -TABLE 721.1(2) 4-1.1 B STC NA C D 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP DATE REVISION PROJECT DIRECTOR SB PROJECT MANAGER SB PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK ARCHITECT SE REGISTERED ARCHITECT SCOTT A. BCf;FER STATE OF WASHINGTON RESUB Aug 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE BUILDING ASSEMBLIES FOR REFERENCE PROJECT N0. 21026.00 DATE JUNE 30, 2021 PROJECT NETWORK PATH SHEET NUMBER OCONCRETE WALL WITH FURRING ❑6 EXTERIOR FURRED WALL AT CONCRETE HALLER ARCHITECTS LLC :: CEMENT BOARD SIDING PER ELEVATION WRB R-21 MINERAL FIBER BATT INSULATION 2 X 6 FRAMING MODIFIERS: FIRE 1 HOUR A FIRE SEE WALL TYPE 22 B R-VA R-21 C U-VA 0.054 D ❑$ WOOD FRAME EXT -CEMENT PANEL SIDING \� , �Ez�i�� Iw i le # T - � Link t� ,p�F films Lill to .�I�If file Link to .D1h��T��t fi I e MODIFIERS: 1" ��_� mm� �" dire -shield �h�#tliner in�t�i�e� bet�re�n fi�rlges of 2-��"" �t��l I-�tu��f �-H siiud�, or �-T study Z4" �_�. B�~�e la�r�r 1!"' �1_� �r�) Fire -shield � �su�rl Ba�r� applied h�ri��t�l I� to studs �n si�l� opp��i#e �h�f1~lin�r fan �� v�rii`� 1." #��e � ��r��u� 4"f �_�_ Face Ia�rE��- 1 �2r� Firs-I�i�10[ � Gyps�rn �� li� �erti�ali�r v�riikl� 1-�JS" types � ��re�+s 1 �" �.�. as i nts �t�ggered l�et�rve�n ! avers. �un�l 14��1k 1+�ih 1-1�" r�ir��ral �v��l ar fi�er�las� ir-Isulatio� in stuff FIRE 2 HOUR A FIRE GA FILE N0. WP 7051 B STC 47 C D �2 HOUR SHAFT WALL - MTL STUD :: LAP CEMENT BOARD SIDING PER ELEVATION R-21 MINERAL FIBER BATT INSULATION 2 X 6 FRAMING MODIFIERS: FIRE 1 HOUR A FIRE SEE WALL TYPE 22 B R-VA R-21 C U-VA 0.051 D :: SEE ALSO DETAIL 9/A5.4A FOR ADDITIONAL INFORMATION OVARIES - SEE STRUCK 8" MIN RATING: 2" 'Z' GIRTS @ 16" O.C. CONCRETE REVEAL PER ELEVATIONS 2" RIGID (R-13) POLYISO INSULATION CONCRETE WALL (1) LAYER 1 /2" TYPE 'X' GWB SEE PARTITION TYPE '5' FOR ADDITIONAL INFORMATION MODIFIERS: FIRE 1, 2 & 3 HOUR (SEE PLANS) A CONCRETE ONLY - DELETE Z GIRTS, INSUL &GWB FIRE IBC 2012 -TABLE 721.1(2) 4-1.1 B 2 X 4 FURR, 3"INSUL, DRAINAGE MAT, WP MEMBRANE R-VA 12.1 C 2 X 4 FURR, 3"INSUL, GWB U-VA 0.083 D ADD WRB, SAF STRIP, FURRING, SIDING -SEE TYPE 8 10 CONCRETE WALL W/METAL STUD FURRING �►�L N� I��R�R �RTIT�, I�fIBUTf6�� "I CA FILE �I�a VIP 9�7� �NER� GYPSUM �►LLBOA�I��, STEEL TUD one I��er 5�l�" iype ?� gypsum wal Iboar� �r g}�psurrti veneer base �ppl:i�d ��rall�l �nr a# right ara�l�s to each side• of 3 5��" sfeeM studs 4" a.c_ with 1" Type �ry+rvall screws 8" �-�- �� +��i�al joE�� n� 1�" �-�. alt f��a� �n� mil i� r�+n� ��~� ��#�rlrli�t� �#�+��, .J�olnt� �gd 24" err e� �h I� �rld on o pp o� ibe si�le�, tau n d #e�ted with 3 1 �2" gi a s s �F �rl�tl�n �t Ire stud spare, �NL�� MODIFIERS: FIRE 1 HOUR A 6" MTL STUDS / R-22 INSUL / 1/2" PLYWD FIRE GA FILE N0. WP 1072 B ADD 112" PLYWD W/ACOUSTIC INSUL STC 45-49 C DELETE INSULATION D 6"METAL STUDS 1 R-22 INSULATION �1 H�� 4� #� 4� 7 'f'hicl�r3ess: � ;�18" Larnitfn� M�i�F�t: Refer t� section I Ap�rG�- �ag�t' � p�f Fire Te�t� � VwP 10 O!S� T-1�7�, �-1�1, L1L� �9T�8-�, 7�T��0, �gT4�7, $-1-$�. l.l�� i�r1 4�f41 �} our}d Test. NI�� 8� 6-N�, -3-8� :: n 4 I a as I a I I ° �, I o I I a � z VARIES - SEE STRUCK Obi �AIAI EMULSIFIED ASPHALT MIRROR DRAIN LAGGING WHERE OCCURS CONCRETE WALL SEE PARTITION TYPE '5' FOR ADDITIONAL INFORMATION IVIIIV MODIFIERS: FIRE 1, 2 & 3 HOUR (SEE PLANS) A DELETE SHORING FIRE IBC 2012 -TABLE 721.1(2) 4-1.1 B ADD INSULATION 1 GWB PER PARTITION TYPE 10 STC NA C SUBSTITUTE 10" THICK CMU FOR CONCRETE D SAME AS'B' BUT DELETE SHORING 11 SHORED CONCRETE FOUNDATION WALL 3 5/8" MTL STUDS @ 16" O.C. MAX ACOUSTICAL BATT INSULATION nlnT�� TOP AND BOTTOM TRACK TO BE CAULKED TO CONCRETE SLAB. EXTEND WALL CONSTRUCTION TO CONCRETE SLAB U.N.O. PARTITION TYPE '13' 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP DATE REVISION PROJECT DIRECTOR SB PROJECT MANAGER SB PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK ARCHITECT SE REGISTERED ARCHITECT SCOTT A. BCf;FER STATE OF WASHINGTON RESUB Aug 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE BUILDING ASSEMBLIES FOR REFERENCE PROJE 1To26.00 DATE JUNE 30, 2021 PROJECT NETWORK PATH SHEET NUMBER 12 WOOD FRAME EXT -CEMENT LAP SIDING 13 METAL PARTITION (W/ADDITIONAL PROJECT SPECIFIC INFORMATION) i �. �T�n c�r��bust i � �� Sttl-iill�tl{7� - edges and ] �" Sri c�rrl�r sit inl�rrnc�liat� str�ds. I � �r_t�J �" ��1c,_ �� carbon shc�[ stc�il gage} cl�a�ne]-��ia�e� s[r.�ds 25" �� c�r�t�r uritl� �� partition with gyp- t��alt-length ta}�er� �f °,t#" "I'ypc X �yum �ral3ard� applied ��ertic:atly eaeI� side. First ��in vwal]L��ard layer �tlac�ed �itl� i "-long, hlo, � +�ryv+�all screw`, " �n center araur�d �e p�ri�netel� and eac� side ��_1_� I" �r� center c�r� t#�e intermediate st��, �ecary� layer' applied +pith vertical j�ir��s �Ffsek — — ��la`' — one shad space f�ro[T� first la�eru�il�g ] ��" la�r,��, �. � �ryv�rall s+Cl�+�r� �p{�ced �" �n center along! '+�eRilt~a1 jr�itllkS, l �" Sri c�n[�r ak int�rn�ecfia[e studs and 24" on eentor along top a,rrd t2�JF4"I I�J�1n�rs, � I � _ �' �.�5" fIVa. 1� carbon sEtr�e[ steps ��Ige) �ppro�rcd ri:�ilable metal suds` 2�" on cee�ter I�-i_� �atk� f��l�•I�r��;sh ��q"'C�pc ?� g]�Rser<t wallb�ardi�applied �eetica[ly and nsiil�d 7" �� :er+ter _ _ I _ �''! with d c;ein�nE-ct�ated comrncn nails_ ,�ro+red metal f��tcn�r grid u��l Frith �I�i Is �,� ��e��tical �utt�cint� aic�ng studs_ 1�^ RATING: MODIFIERS: �� r� ��d � FIRE 1 HOUR A FIRE IBC 2012: TABLE 721.1(2) ITEM 13-1.3 B STC NA C D 14 TYP INTERIOR PARTITION: METAL STUD RATING: TABLE 721.1(2) 2012 INT�t��lATIONAL �taILDIAffa ��DE� I VI��LS AID II�ITERIR PRTITIS, -�tfE� I � �� r��. �� ldl �LL.��AR�, �V�� SY�� as� I�yer 51�" types X Aypsum wol[board or v�rre�r �asr� �ppji�*d �ur�ll�l or �t right artgl�s to �a�h sidr` of 2 x � ward studs '16" o.�, w�#!� 1 hf�" Type �! drywall scr�+n+� 1" o.c_ Face la�+e� �fJ�" type �ypeum �Irall#�oard or veneer #ease applied p$r�11e1 or ai rigs# ankles to each sides itf� 1 �J�" Types 1� �ry+�all �er�+,ws �I�" o.c_ and offset �' fr�rn 5�ry5 Ifl k�ase ��j+6r. J�inks atag�ered 16" �aeh I�yerar�d aide. {L�AI�-�EARIhI� MODIFIERS: FIRE 2 HOUR A DELETE INSULATION FIRE GA FILE N0. WP 4136 B SUBSTITUTE 2 X 6 STUDS, ADD R-21 INSULATION STC 40-44 C D 15 WOOD SHAFT PARTITION 21/2" RATING: ACOUSTIC INSULATION CEMENT SIDING PER ELEVATION SEE PARTITION TYPE '9' FOR ADDITIONAL INFORMATION MODIFIERS: FIRE 2 HOUR A FIRE GA FILE N0. WP 7051 B STC 50-54 C D 17 2 HOUR SHAFT WALL - MTL STUD @SIDING RATING: � �l�u� I I �� T Fi R� �U �� r 1`.` r � i'_ r .J� f• 3 r. . i _t� r'. . ;J - - TF�i�kness: � 1f�" App-rox. Vlfei�hk: 1 � psf Fire Test' �� I �1-��-� 1 �. 1 �-5- �I�nd Test: See til1�i� 4'[ �5 (f�I 2�C�, 4-1-T0� 4 WOOD STUDS @ 16" O.C. /2" ACOUSTIC BATT INSULATION " TYPE 'X' GWB (2) LAYERS MODIFIERS: FIRE NIA A DELETE INSULATION FIRE NIA B STC NIA C D 18 INTERIOR FURRED WALL ��.�.1 fir barriers. c�ntinl�aus air barrier shall b� prov i did tbr�ngh oat the bui ld i n g tl��rmal �n��1�pe. �`lti� air barri�r� sha11 b� prrnitt�d to �� located �n the inside �r outside a f t he l�ui l�irl g �ri�7e l ope, lo�atcd it�lin [he ass�rnl�lie� ��rnpc�sin� lh� �nveloge, ��- anv combination tl�ere�f. The air barrier sllal� cc�irrply ��ith sections �0.�,1. I and ��.�,1.�, ��ception: fir barriers are no# required in buildings 1a#cad in lirrla#� ��ncs 1, � and �, �� .4.1.1 fir b� rar'i� r �� r�st�• ueltio t�. The cr��arrr�ot�,s air ��-r�et' shall be cOnstfiu�:l�d Eo ccinp l}� with the f�llo�rin�: 1, The air barrier shall be contir�u��s for ai l asset�b I ies that are tt�e t h ertnal enve I opc o f the bu i ldi rig and aci-lass the j yin#s and ass�mblics_ ,fir barri��r j�int� an�i scarrls shall b�: �ealcd, inc ludirrg ,pealing kransi Lions in glace s and cl�ange,� in ma�eri al s. fir barrier penetrations shall be s�alcd in accordance Frith ection �'4i1.�.�. Thc�oints and coals sl�l�►ll be sccur�ty instal ledi iii l elf C+tl t�'le jai rat for i is �}ntirc Icn�th s� a� nit t clislod�c, ��as��n �r �therise i tnpa it its ability to resist po sit i � e aid negative pressrare from wind, star k e ffect at�d tnech�►nical ventilation. 3. l�cssed tihtin fixtures sha1I cotn�ly with ��ctioi� �4��.�.8. 1��re similar objects are i octal I eel �vl�i ch pc n otr�tkc the ai r bar�-i er, pr��isir�� s1�a11 be m�l�ie tc maintain the i ntcgrity of #h c air barrier. REQUIRED AIR BARRIER CONSTRUCTION 3 1/2" ACOUSTIC BATT INSULATION PARTITION TYPE '15' 7 (W/ADDITIONAL PROJECT SPECIFIC INFORMATION) RATING: �:��i+.�,1.�,� Bulldin� test. The ��mplctcd building shall k�� tested ��rtd the air Lc�tl�ag� rate o� lh� h�r��ir� e�v��r��re �l�all nit ,��cc�c�i 0.40 �t'rr�f�� at a �ressur� dliff�rential f i1.3 inch e� �v�ter g-�u�� Lis . rn' at �� l�a� itt accordance it�l �TIVI E �? or an e�ni�ra lent method ap�r��r�d b� the ��dc at�icial. r�p�rt rt}�at includes the tested surface areas �koor at•�a, air h� volur�t�� st�ryes ab��'� gi-ari�, and l�al�ag� rates �hrtll b-e �ubrnitll tc khc building oncr and the �'� �f#icial, ifth� tested torte exceeds th�lt d�fir�ed h�r�, � �fisxlal ins�ecti�n �f the ai r harri er sha I I b� con ducted and arty lcalcs n�tcd skull b� scaled t� the ��ctcat pr�cticahl�. n �dditiorlal re��rt id�t�tifyin the coTr��.iiv� acli�� kalc�r� t�� Kcal air leaks shall �� szrbmitted #o the building owner a,�d the �'.�de official and any further rec{tzirern�r�t to Tneet the leafage air rate vvi I1 be �raived. REQUIRED AIR BARRIER TESTING SIDING MATERIAL PER ELEVATION �:: 3 1/2" ACOUSTIC BATT INSULATION SEE PARTITION TYPE '15' FOR ADDITIONAL INFORMATION MODIFIERS: FIRE 2 HOUR A SUBSTITUTE 2 X 6 STUDS W/ R-21 BATT INSUL FIRE GA FILE N0. WP 4136 B STC 40-44 C D 16 WOOD SHAFT PARTITION @SIDING HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP DATE REVISION PROJECT DIRECTOR SB PROJECT MANAGER SB PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK ARCHITECT SE a>> � REGISTERED ARCHITECT SCOTT A. BCf;FER STATE OF WASHINGTON RESUB Aug 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE BUILDING ASSEMBLIES FOR REFERENCE PROJECT N0. 21026.00 DATE JUNE 30, 2021 PROJECT NETWORK PATH SHEET NUMBER ■ Film R��ist�r�� ft�tir�g� - �#I�L � HALLER ARCHITECTS LLC n r J of rm i f r fir R F �1 R A De�r� I�il�. 1� �eptemb2r 30� 201� Bear ln� illil#a#I IIZaGi�� - � liR. f�pn��ring 45lall i4atis�� — $ SIR. Laid R�skti��ed fqc Can�di�n �ppl#r..ak�cns -- See Guide �}iU�7 �� ""� �# ' � ��. � �_ IrfOf4�D�1f�� e't�� i. �nnt�ete Blacks* — Nominaw � DY � ��+ 1� Gn, hollow yr 5+ali�. �lart�us des�4ns. �l�kFi��li�f'I �� hrJ, see Can erete flacks �ake�orY for NSt of eR�gable ma�+uP�tt�r��. ANCHOR GON�RETE PRbDUCTS I�+l� A�if�E � S��# �O�IGRETE �4��IC INS C,LEf�lliSfOOD MA��N�ki� P�t4��i+�i� Alfo�able ti�mpre�sl�+e skre55 of 57°Yu pr mix $IIO+�rd�le [�m�ressive 5kr�5S Ith ��c�rdance wrath thtie �rn��rlc�l design myth n�. �L�CA�TLE APB SOL1T1i IFfC, DMA AOA4MS �tt�:l�d�ta�a.�l.o1i-bir��t��npla�tf�.I�Tf 1 F11Il�o�... RATING: MODIFIERS: FIRE 2 HOUR (1 HR ONLY REO'D) A FIRE UL DESIGN N0. U906 B STC NA C D 19 CMU WALL RATING: I1IALLS AND IfTEIIR PAF�TITI�15, h�fV�II�USTILE I A FILE I��, 1�P 'I�� UNr 1�4LLB�AR�, TESL TUB$ �as� lager 5}�" �+Pe X 9�rpsum vl�akl5oard or gypsum veneer base applied parallel or at righ k artg I�� t� �a�f� �id� �f 3 5�8" 311 studs 2�" �. �. with 1 " Type S � rr�9� ��r�ws 24" �_�_ Face 9a�+er 51s" l�+p� ��psurrti walldoard or g}�psur� aeneer base applied parallel or at right angles t� each side vlrith 1 5�8" Type S �rywal9 s�revw� 1" a.c. Joir3ts sta�gefed 2�" each layer and side. Sound tested itt7 3 1�2" glass titaerfrictior� #it Iri sxud Space, �htL�� MODIFIERS: FIRE 2 HOUR A SUBSTITUTE 6"METAL STUDS FIRE GA FILE N0. WP 1522 B ADD ONE LAYER 5/8" TYPE'X' GWB (NON SHAFT SIDE) STC 55-59 C DELETE INSULATION TEST D 6" MTL STUDS & 314" PLYWD FOR SECURITY 2 HOUR I 55 to 59 STC FIRE SUIfNU Thickness' LliXlltlrl� I-�lel�ht= Appr�x_ �igl�k= Fire Test= ��r�d T��t: �� R Refer to Section 11f 12 ��f Sew �+P 15�48 �ti11fHl�'�0256, 1-34-80� 1/2" ACOUSTIC BATT INSULATION 5/8" MTL STUDS @ 16" O.C. MAX PARTITION TYPE '20' RATING: 3 5/8"" MTL STUDS @ 24" O.C. MAX (1) LAYERS 5/8" TYPE 'X' GWB MODIFIERS: FIRE NIA A ADD 1/2" PLYWD WI ACOUSTIC INSUL FIRE NIA B STC NIA C D 12211i Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP DATE REVISION PROJECT DIRECTOR SB PROJECT MANAGER SB PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK ARCHITECT SE L REGISTERED ARCHITECT SCOTT A. BCf;FER STATE OF WASHINGTON RESUB Aug 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE BUILDING ASSEMBLIES FOR REFERENCE PROJECT N0. 21026.00 DATE JUNE 30, 2021 PROJECT NETWORK PATH SHEET NUMBER 20 METAL SHAFT PARTITION 2� METAL FURRED WALL Interior Walls HAILER ARCHITECTS LLC Design No. U�Z5 gxuv.u��s Fire -resistance Ratings - AIVSIf I,lL �63 Design/SystemJConstructianjAssembly Usage Disclaimer + Authorities Having lurisdiGtiDn should be consulted In all cases as to the panicular recuirements co�ering the installatlnn and use of uL Crrpfipd products, equipment, iy'iit4m, devlCEs, and material$. • Authprjkies Hgalnq ]urigdiOtdn ghbuld be can5ulCed before cpn¢trUC'lldn, + Flre resistance assemblies and productSarc devrlflped by khedealgn submltterand have been mvestlgated by ul For conpllancewrth applicable requ cements. The published information cannot always address every oonstruttion nuance encountered in the field. • vvhen field 15Su2S arlgl, it i� reCOntm#n0ed khr~ [first CI}ntihLt for d8518[itnC! b! the tEthnlrtdl S�rviiri! btbFf prOvidBd by the prpdu[t manufacturer mated ror the deslgn. Users of fire reslstancc ar:sernblles art advised taconsUlt tt�e general Guide Information for each product Category and each group of assembges. The Guide lnfnrmation Irxkrdes specifics concerning al:emate materials and aitemate methods of caretructlan. + Only products which bear UL's Mark are considered Certified, Fire -resistance Ratings - AIVS>CJIJL 2G3 Design Nv. 11��5 March 1F, 2014 tFar Elstenar INal1s, Rating;r Applisablg For Exposure To Fire 8n interior Face dnlp� (See Items 4 and S] searing wall Rating - A5 Min, i, i-iJ� nr 2 HR. [see Items 1 and 4) Load Restricted for Canadian RppFi[a[iahs -See Guide fi7[IlY7 U425 -Fire-resistance Ratings - ANSIITL]L 2b3 PANEL REY $ A [View Classir,cation; - CKNX.R2179( 5IAM GYPSUM INDUSTRY {5ARA13URIj CO LTD [view Classlflcatlanl - CKNS1.Fi19262 THAI GYPSUM PRODUCTS PfiL !View Classification] - CKNX.R27517 UNITED STATES GYPSUM GO iViEw £iaSsifiCati4n} - CkN}C-R1319 USG ME74IC0 5 A DE C V iView Classlfitatlor�] � CKN7(.R16089 Page 4 of � 4A. Gypsum Board -Nom. 3{4 in. gypsum hoard applied vertically with joints between layers staggered. The thickness and number of layers and percent of deslgn Igad far the 2 hr ratings are spawn in the table above. CGC INC -Types AR, IP-AR, IP-5C3, ar ULTRACflDE UNITED STATES GYPSUM CO -Types Al2, 1P-AR, IP-7{3, or ULTRAC4DE USG ME7tIC0 5 A DE C Y -Types Alt, IP-AR, 1P-X3, or ULTRACOC7E 4B. Gypsum Board* - (As an alternate to Items 4 and 4A) -Nom. SJS in. thick gypsum panels, with square edges, applied 1�orizonLally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. 4C, with cast 3 screws 314 in. and 4 In. Pram each edge of board, Harizantal faints need net be backed by steel framing. Harizantal Edge faints and harizankal butt joints an Opp4sitE sides of s#Ods an interior walls need net be staggered - Horizontal edge joints and horizontal huff joints in adjacent layers on interior walls (multilayer systems} staggered a min of 12 In, GEORCaiA-PA£IFI£ GYPSUM L L £ - �reenfialdss Type X', Type D�� NATIONAL GYPSUM CO -Type FSW-6. 4G. Gypsum Board* - (As an alternate to Ztems 4 through 4Ei) - 5I;3 in. thick, 4 Ft. wide, paper surfaced applied Vertically gnly and secured as described In Item !. CERTAINTEED GYPSUM INC -Type SilentF7{ GEORr;ia-PACIFIC GrRSUM L L C -Type }{ ComforCGuard Sound Deadening Gypsum Board. NATIONAL GYPSUM Ca - Sound6reak 7SP Type X Gypsum Board 4D- Wall and Partition Facings and Accessories* - (As an alternate to Items 4 through 4Cj -Nominal 5{S in- thick, d fit wide panels, applied vertically and secured as described in Item 4. PAHCO BUILDING PRODUCTS L L C, DBA PABCG GYPSUM -Type Quletftock ES, 4E. Wall and Partition Facings and Accessories* - (Rs an alternate to items 4 through 4D} -Nominal SI8 tn. think, 4 ft wide panels, applied Vertically and secured as described In Item 4. PA8C8 BUILDING PRODUCTS L L C, OBA PABCB GYPSUM -Type QuietRock 527- 5, r5y#tsum Sheathing -Far exterlir wails. 1{2 or 5f9 In, thlt:k Classlfled ar unclasslfled exterior gypsum sheathing applied vertically and attached to studs and runner tracks with 1 ice. long Type 5-12 bugle head screws spaced 12 in, OC. along studs and tracks. One of the fallowing exterior facings are to be applied aver the gypsum sheathing. a. Siding, BrIC#cr ar Stucco -Aluminum siding, steel siding. brick veneer, ar stucco attached to studs aver gypsum sheathing and meeting the requirements of iota! code agencies. When a min 3- 3{4 in. thick {�ricic veneer facing is used, the Exterior Wall Rating Is applicable wkh exposure an either face. Brick veneer wall attached to studs with corrugated metal wall Iles attached to each 4 �tt��:Ildatai�ase.ui.cotnlcgi-binl3�Y�ItemFllatelLTSE�Ti1FRAll{TElshowpage.htint?name-B... �i120r'2014 RATING: MODIFIERS: FIRE 1 HOUR A 8" MTL STUD 1 DELETE INSUL @GARAGE RAMPS. WALL FIRE UL DESIGN N0. U425 B DELETE STUD 1 GWB -ATTACH TIES TO CONC COLUMN R-VA R-28 C DELETE INSULATION U-VA 0.058 D fNTERiOA WALL Y'� Y Q H�RIZ��A�, ��T�� EXTERIQR WALL 5a Sb 5C or O T' ice' Y •`�'#'4�1*� YTS �ft't �'*'��f i' f�"+* •� �f �`"i+r+•r�t� i� "`�"#` w�•►ti� :*r►ws..aa �i i..� i�•�.a.aar. 4.�#iia A. �.�a S, �Y.,�.l::a �.��„1��a t:��,r�t�L � :.;. ,R '�'ID' i �� .� � 1� C�IMTERIOR {FIRE 1 SIDE 1�QI�fZ�]�i�'�!L gE�T1Ei�1 1- $#ECI Flpgr $nd CEiling Tra4ks - (N4t ShpWn} - Tqp and b9ttflm tracks of wall dSSEmbIlES shall Can515t 4f StEBI members, min No. 20 MSG {0.0329 in., rnin bare metal thickness] steel or min No. 20 GSG (D.036 in. thick) gale steel or No. 20 MSG (O.t733 In. thick) primed steel, that provide a sound structural cannectlan between steel studs, and to- adjacent assemblies such as a floor, ceiling, andJar other walls. Attached to floor and telling assemblies with steel fasteners spaced not greater khan 24 in. 4,C. 2. Steel Studs - Mln 3-1{2 In. wide, Na, 20 MSG {O.ff329 rn., min bare metal thickness} oorroslon protected cold formed steel studs designed in accordance with the current edition of the Specification For the Design aF Cold -Farmed Steel Structural Members by the American Iran and Steel In5tituti=. All design details enhancing the Structural integrity 9f the wall assembly, Including the axial design load of the studs, shall be as speclFled by the steel stud designer and{or producer, and Shall mEEt the requirements of all applicable loco! Code agencies- Toe max stud spdcing of wall assemblies Shall nqk exceed 2-0 in. OC (ar 16 in. OC when Item 56 is used). Studs atkacf,ed to floor and ceiling tracks with iJ2 in. long type 5- 12 steel screws an both sides of studs nr by welded ar bolted connectlans designed in accordance with the AiSi specifications. 3. Lateral Support Members - (Mot shown) -Where required for lateral support of studs, support may be provided by means of steel straps, channels or other similar means as specified in [he deslgn of a particular steel stud wall system. 4- Gyp#Um 84ard* -Any i f 2 in. thi[k UL Cla3gified Gypsum eC+ard that is eligihlE for use in Design N9- x515. Any S f 8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nas. L5p1, G512 ar U3D5. Gypsum hoard bearing the UL Classlhcation Marking as to Fire Reskstance. Applied vertically with joints between layers 2 staggered. Uuter layer of 3 layer canstrudion may be applled hgrizontaliy unless specified below. The thickness and number of layers and percent of design iaad far the 45 min, 1 hr, 1-1/2 hr and 2 hr ratings are as Follows; BJ�LrV.U425 -Fire-resistance Ratings - ANSIIUL 263 Page 5 of � stud wi;h steel scrEws, not morn #ban each Slx{htpur5e 4f brick- When a min 3-3fd in- [hick brick veneer facing is used, Foamed Plastic (It'rm 10) may be used. h. CementltlaUs Badtcr Units= - >-iZ ar 5J8 In. thick, Square edge hoards, attached to steel studs aver gypsum sheathing with 1.5JB in. long. Type 5-12, corrosion resistant, wafer head steel screws, Spaced 13 In. OC. Studs spared a max of l5 in. OC. ]Dints rove red with glass fiber mesh tape. UNITED STATES GYPSUM CO - Typ! OCs �_ Fibe►-Cement Siding - F'iagr•Cement BxtgrlCr5lCings includlrg 5m4Gth and patkerne4 Ranel pr I.,I� ,... .. d. Molded Plastit� -Solid Vinyl s�dtng meChan C811y secured [0 framing members to ac[Ordan[e with manufacturer's recommended installatlo-n dttails. ALSIfdEf f3iV OF ASSOCIATEf3 MATERIALS INC e. Nlaod S�kruetural Penal ae Lap SldinB - r4P`t Rated Sidlrt5, Exbertar, plywaad. OSB ar Gpmp96ite panels wish vcnc+~r faces dnd a[rS+Ckurbl w4pd Care, pEr P5 1 Cr APR Standard PRP- lCl3, Including textured, rough sawn, medium density i}vlriay, pru5hed, jraA�ed and lay sldincj. f. Building Unites - [Net Shown j - 3 in. thYek 18 x 24 In. cellular glass tslaeks. applled to- the gypsum sheathing FISem 5) with PS: S8 adhte5lve or fastened with F ancnars sp3CEG a maximum Z4 in, OC. F anehprs fastened taframing members with 1-iJ4 in. long M6 drywall screws. PITTSBURGH CORNING CORP -TypE F63mGIa5 d. Fasteners - {Not Shownk -Screws used to attach wallboarc to studs: self -tapping bugle head sheet erect type, spaced 12 m. O.C. First layer Type 5d2 by 1 in. long for if2 antl 5�8 in. thick wallboards and 1.114 in. long for 3J4 in_ Chick wallboard. Second layer Types-12 by i-5{B in, lanylor 1J2 and5j8 in_ thick wallboards and Z-iJ4 In- long For �j41n. thick wallboard. Thirp layer Type 5-12 tsy l-7f$ in. long. 7. Batts and Blankets# -Plated in stud cavities Df all exteriarwalls. May yr may not be used in interior walls. Any glass fiber ar mineral weal Batt material bearing the UL ClassiFicaklon Narking as to Ftre Res'Stance, of a thlckness toco-npletety filE Stud Cdwity- See Batts and Blankets* (BZ'Z] Uategory far names of Glassifed companies. 7A- Fitder, $pray>:d* - As an alternate to Oatts and Blankets {I:em 2j - {ivu� ewrate Formulation} -Spray applled cellulose material- Th@ fiber is applied witn water to completely fll ttie enclosed cavity in acc4rdarxe with the application InsG-uctlans suppled with the product with a nominal dry density of 2.7 Ihftt3- Altzrnate Apphcatian Method: The fuer Is applied without water or adhesive at a naminai dry density of 3.° Ib/rt-', in a[cOrdanrx with Che aGplieaCion instructlons supplied with the product. U S GREEMFIBER L L C - IN573S & ifJ5745 fer use with w+et dr dry application. IN57b51b and I�F5770Lb are to ne used for dry applieaSlon o-nly. 7B. Fiber, Sprayed+ - As an alternatt tC Item ]and 7A -Spray applied eellul�se materlaE. Thefiher Is applied with water to icompletely Fill the enclosed cavit}r In accordance with the appl{aSlfln rnstrucGans supphec with the product. Nominal dry density of e.56 ihfft3. NIU-WOOL CD iNC - Cellulose Insulalipn 7C, Fiber, Sprayed* - As an alternate to 6attg and Blankets �I:ern 7} -Spray auplled Cellulose f her, The fiber is applled with w;tk�r t4 ddmpllt#ly fit! titre enclq�d tbvlty In Ft[ClydBnC! wl:h tht ilpQlit,�ti4n InStruttl-0ns 5u�•pGed with the pr4duct- The mmimurn dry density shall be +d,30 Ibsfftj, IIVTERNATSONAL CELLULOS[ CARP - Ct!IGarvRL B. ]Dint Tape and Compound - Not Shown} -Vinyl ar casein, dry or premixed joint compound applied in two coats to faints and screw heads o-f outer layer. Perforated paper W pe, 2 in. wide, trnbedded In first layer o' compound aver all joints of outer layer. 4. Furring CAafinds - {Optional, net snnwn, far single er eeulie layer systems] -Resilient furring efSannets fabricated from coin 25 MSG corrosion -protected steel, spaced vertiwlY a max of 24 In. QG, Flange portron attached to- each Interse[ting stud wish if2 in, long Type 5-12 steel srrews- 5 http:ll�atahase.ui.c�rmlc�i-bin1�4`VJtemplate�LISE7{Tr 1 FRAME}shawiaa�e,htrnl?name=B-.. 3J2Q12D 14 RATING: MODIFIERS: FIRE 1 HOUR A CONCRETE WALL FLUSH WI BRICK ABOVE FIRE UL DESIGN N0. U425 B R-VA R-28 C U-VA 0.058 D Rating Wallho-ard Protection Both Sides of Wall - Na. of Layers R Thkns flf Board Ln. Each Layers 9'0 9f �>+I�n Lo3ttl 45 rnin *1 layer, if2 in. thick it58 i hr *i layer, 5{S in. thick 1i70 1-112 hr *� layers, 112 m, thick iD4 2 hr *P layers, Sf$ In. thick yr 84 *8 layers, 1{2 In. #hlS:k 344 *2 layers, 3{4 In. thick 100 *Ratings applicable to assemblies serving as exterior walls where Classified fire resistive gypsum sheathing type wallboard is suh5tituted on the exterior fare, Exterior Y4alls Rating Wallboard Protection +on Interior 5tde of Wall - N�- of Layer$ >I: Thksn$ of Board In. Each Layers °Ia ¢f �eaign Lead 45 min 1 layer, Sf8 in, thick 14J0 1 hr 2 layers, if2 in, thick 14b 1-1f2 hr 2 layers, 5f8 in. thick 14J0 Z hr 3 layers, tJ2 in. thick 14A 2layers, 3fd in. thick 10❑ ACADIA DRYWALL 5UPPLIE'k LTl} [View Classification) - CKN7C.R2537Q AIMFkItJkN GYPSUM CO rVlew dassiflcatinnl --- Ck;Wx,Fii4196 6EIIINCi NEW 6t1ILGING MATERIALS Ptr&LID LTG GLF iView Classification} - CKN7{.R14974 CERTQINTEEI) GYPSUId CAMADA INC [View Classifieationl - CICN}{.R15187 CERTpLHTEE� GYPSUM INC: CView Classlflcatlanl - GKN?C.R3fifi0 CGC INC flew Classit`irationl - C1CN]i.R19751 C4NTINEMTAL tUILDING PRbRUCT5 OPERJSTiIVG CG, L L C [View Classifeationi - CkN}G.R18d$� GEOf3GIA-PACIFIC GYPSUM L L C [View Claasiflcatlon7 - CKNI(.E;`2717 LDADMrIkSTER SYSTEMS INC iView ClassiFicatianl - CICNX.R11809 NATIQNALZaYP51,JM GQ fV�ew Clasgifiratipny - GMNx.R3$Q1 3 PAIiCC+BUILDING PRODUCTS L L C, DBA PABCG GYPSUM ftiliew Classlflcatlanl - CKN�f.R71J44 B�LIV.U425 - Fire -resistance Ratings - ANSII[JL 263 Page b of 6 t i}- Foamed Plastic* -Nat Shawn -For USE with brick VCneer as autlinEd in Item 5A -Maximum 2 in- thick rigid polystyrene insulation attached to studs with Fasteners of sufficient length to- penetrate the foam and 3f 16 in. into ttie stud. A mmlmum 1 In. air space Is to be maintained between the outer surface of the teamed piastic and the inner surface of the brick veneer. ATLAS EPS, DIY DF ATLAS RQOFINCa C4RP -Type ThermalStar OWENS CORNING SPECIALTY � FpAM PRODUCTS iDA. Mortar Drop Protection - (Optional, Nat shown] -foamed plastic with mortar control device attached, continuous, by drainage Boles at bottom of air space behind brick veneer, QWEN$ £ORNING SPECIALTY & FQAM PRpDUCT$ - wEepGuard 148, Foamed Plastic* - Polylsacyanurate feamed piastic Insulation boards, any thlckness, Classified in accordance with BRY}C and f pr CCVW- May be OSed with any Exterior facing 5h4Wn Under Items 5a, 50, 5d and SE - ATLAS ROOFING CORP - "EnergyShield Pra Wal! lnsulati8n" and "EnergyShield Pro 2 Wall Insulation," 7HE; DQW £HEMIt~AL CO -Type Thermax Sheathing, Thermax Light Duty lnsulatian, ThErmax Heavy duty Fnsulatian, Thermax Metal Building Board, Thermax VSlhite Finish insulation, Thermax ti Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Penal and Thermax Heavy putt' Plus {HpP} HUNTER PANELS -Type 7Cci-Class A, Xci 2B6 1 i. Ctmentiki4us Backer tJni#�# - (Qptianal Item Not Shown -Far Use pn faC2 pf 1 Hr pr � Hr Systems With All Standard items Required} - 7{ifi in., 1f2 in., 5f8 in., 3j4 in. or 1 in. thick, min. 32 in. wide,- Applied vertically ar horizontally with vertica] joints centered over studs, Fastened to studs and runners with cement ;3aard screws of adequate length to penetrate stud by a minimum of 3{$ in. far steel framing members spaced a max of S in. iaC. When 4 fit. wide boards are used, horixor�tal joints need net be backed by Framing. 2-Hr System -Applied vertically with vertical joints centered over studs. Face layer fastened aver gypsum board to studs and runners with cement board screws of adequate I�ngth S4 penetrate sttrd 4y a mjnirr)Um of �{$ jn. for Steel �"11n9 member, and a minim�m 4f �'{4 in, for WOPd framing members Spaced a max of 8 in. 4C. NATIONAL GYPSUM CD -Type DuraBacker, PermaBase, Durai3acker Plus, or PermaBase Plus *Bearing the UL ClasSificati8n Mark Last Undated on 2414-03-19 auestions? Print this Dace Terms of Use Paoe Tao � xol� UL LLC When the UL LeaF Mark is on the praduet, or when the word "Environment" is included in the UL Mark, please search the UL Environment database for additi9nal information regarding this product's Certification. The appearance of a company's name or product in this database does not In Itself assure that products sa identlfled slave been manufactured under UL's Failaw-Up Service. Unly those products bearing the UL Mark should be considEred to he Certified and covered under UL's Fallow -Up Service. Alti4ays soak for the Mark an the product. UL permits [he reproduction of the material contained In the Online Certification Directory subject Co the Following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and{or Certifications (files} must be presented in their entirety and in anon -misleading manner, without any manipulation of the data {or drawings}. 2. The statement "Reprinted from the Online Certifications direckary with permission from UL" must appear adjacent Ca Che extracted material. in addition, the reprinted material must Include a copyright natice In the fallowing format: "Q 2414 UL LLC". 6 http:lfdatabase.u[.cornlegs-hin1YYVltemplatelLTSE�Ti 1 FRAi1rtElshowpagfY,htrnl?name=E... :il24l2�14 FIRE 2 HOUR A DELETE RESILIENT CHANNEL FIRE GA FILE N0. WP 4136 B STC 50 C D DIMENSION LINES 6" 7 7/8" BRICK VENEER 1 1/2" RIGID INSULATION (R-7.5) AIR SPACE WRB 6" MTL STUDS INSULATION (R-22) VAPOR RETARDER 1 1 PARTITION TYPE 23 (W/ADDITIONAL PROJECT SPECIFIC INFORMATION) DIMENSION LINES 9 3/8" 6" 7 7/8" BRICK VENEER ABOVE 1 1/2" RIGID INSULATION (R-7.5) AIR SPACE WRB CONCRETE WALL 6" MTL STUDS INSULATION (R-22) VAPOR RETARDER MODIFY A PARTITION TYPE'24' 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP DATE REVISION PROJECT DIRECTOR SB PROJECT MANAGER SB PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK ARCHITECT SE L $�� 1�REGISTERED 1 ARCHITF�T SCOTT A. B�FfR STATE OF WASHINGTON RESUB Aug 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE BUILDING ASSEMBLIES FOR REFERENCE PROJECT N0. 21026.00 DATE JUNE 30, 2021 PROJECT NETWORK PATH SHEET NUMBER 23 MTL STUD FRAME EXT -BRICK VENEER 24 MTL STUD FRAME EXT -CONCRETE BASE HALLER ARCHITECTS LLC RATING: VAPOR RETARDER WHERE FLOOR COVERINGS ARE SCHEDULED FLOOR FINISH PER SCHEDULE REINFORCED SLAB ON GRADE THICKNESS PER STRUCTURAL 6" MIN FREE -DRAINING CRUSHED GRAVEL CAPILLARY BREAK, COMPACT AS REQ'D COMPACTED SOIL &FIRM STRUCTURAL BEARING AS REQ'D BY STRUCTURAL ENGINEER & GEOTECH MODIFIERS: FIRE NA A FIRE NA B STC NA C D 45 SLAB ON GRADE SEE FLOOR TYPE '46' FOR ADDITIONAL INFORMATION FLOOR FINISH PER SCHEDULE as ° a a a ° a° � � a CONCRETE SLAB - THICKNESS PER d a ` ,° A ° STRUCTURAL a ° a a o a ° ° a a � °a °a a da R-30 RIGID INSULATION RATING: MODIFIERS: 47 P.T. CONCRETE SLAB WI HEATED SPACE ABOVE FIRE 1 HOUR (U.N.O. -SEE PLANS) A ADD 4" TOPPING SLAB OISTRUCTURAL FOAM FIRE IBC 2012 -TABLE 721.1(3) ITEM 1-1.1 B ADD PTD GYP SHEATHING R-VA R-34.483 C U-VA 0.029 D RATING: ROOFING /DECK MEMBRANE COVER BOARD TAPERED INSULATION (WHERE OCCURS) 6 MIL VAPOR BARRIER CONCRETE SLAB SEE FLOOR TYPE '46' FOR ADDITIONAL INFORMATION MODIFIERS: FIRE 1 HOUR (U.N.O. -SEE PLANS) A ADD R-30 INSUL / MTL FURRING & 5/8" GWB BELOW FIRE IBC 2012 -TABLE 721.1(3) ITEM 1-1.1 B R-VA R-34.483 (FOR MODIFY A) C U-VA 0.029 (FOR MODIFY A) D RATING: T�l9L� 721.7 �3} Mfi�IM�1N1 RR�TE OTIOIV F�I� F I.�O R Ah,l� R�O� �1�ST�N��'•� �`#iIG`ICNE� bF FLOOR DR h11NI�+F43M THICFCME�S OF I�O�F $LAB �El�lf•!� FL��R �� R��F fTEH'I ��iLIN�i C�NTRI�GTIt}N �itlfihlr�� [in�h�5� �ONSTRIJCTION NUMBER �� `� � `� r 1 d `,# -� #�aur$ l�aurs hours Frlour ho�r� Moues hours ��ur _ . i��c:l}�u� tl��;re- I � 1-1 ?,0 b,2 S.{1 �.S i- -- �- - — g�t� ��nrr�te �, �rbon�lte 2-1,1 1��{n�r�cilin�rrai��r�j,Nfir�jrri�[�1C��rerVvern�r�gre- �-� �-�7 �-$ 3,� � _ �_� �r��a�e �:ancrete s[re�sed reinfo r��rnerr� shall �7a� � less than ��;.. � — .� 3- :it�d-II�}-It- 3- 1.1 �.4 4. � ?r.$ �.� +�+�igl�t eonere[� 4. Z..i�htv�r�i g �t �o��cr�[� MODIFIERS: FIRE 1 HOUR (U.N.O. -SEE PLANS) A ADD 4" TOPPING SLAB 0/ WP MEMBRANE FIRE IBC 2012 -TABLE 721.1(3) ITEM 1-1.1 B STC NA C D 46 P.T. CONCRETE SLAB SEE FLOOR TYPE '46' FOR ADDITIONAL INFORMATION SEE FLOOR TYPE '46' FOR ADDITIONAL INFORMATION FLOOR FINISH PER SCHEDULE as ° ° d. °� d _ a ° a aCONCRETE SLAB - THICKNESS PER ° °° ° ° ° STRUCTURAL °a ° °a a °a ° a da FLOOR TYPE '46' SEE FLOOR TYPE '46' FOR ADDITIONAL INFORMATION 2 %SLOPE THIN SET TILE O/ WP MEMBRANE FLOOR FINISH PER SCHEDULE 2 %SLOPE THIN SET TILE O/ WP MEMBRANE TO DRAIN TO DRAIN � �----- ----� RATING: MODIFIERS: FIRE 1 HOUR (U.N.O. -SEE PLANS) A DELETE TILE -INSTALL TRAFFIC WP MEMBRANE FIRE IBC 2012 -TABLE 721.1(3) ITEM 1-1.1 B STC NA C ADD STRUCTURAL FOAM BENEATH D DELETE TILE - INSTALL WP MEMBRANE & 4" TOP SLAB 48 P.T. CONCRETE SLAB RATING: FL�OFi �R E��f C� I+I�TRL! �TIO�J R-30 RIGID INSULATION TYP METAL FURRING � 5/8" TYPE 'X'GWB RATING: MODIFIERS: FIRE 1 HOUR (U.N.O. -SEE PLANS) A DELETE INSULATION FIRE IBC 2012 -TABLE 721.1(3) ITEM 1-1.1 B DELETE TILE -INSTALL TRAFFIC WP MEMBRANE R-VA R-34.483 C U-VA 0.029 D 49 P.T. CONCRETE SLAB W/HEATED SPACE BELOW TABLE �21,1(3��O�R�irllxl>~�I MI�IIf�i�1M �F#�'>f'I`�TION F�FC 1=L��R ANp R�QF Y7EF,+lS'� � — - TIiI�FC�l�S bF FLb�R OFI MINIMUM THICICNE� ROOF �L,4B OF GEILIN� ITEM CEILING C�hI�TFIIJGTl01�# Slnch�s) �he�c�lesj h11�h��ER , hours hours fiour� h0�r hours h a u rs ! h �u �s it��r. �a layer ;��,. T�� { gy��rm w �1�- �I , �+'c�-ail joi��s, w�cxl 1 joi�tsF floor i�o�r�1 a�p]I�d �t r}�h[ �rrgl�� l� joist or trusses ��3� t7art ar �it�h�d rcf trusses truss ��" �.�_ Witt, 1 �l#.' T�� or T� ��ad � max i glum ��" ,�. with �/," drywall st=res 24" �_�, Fa�� ]�ly�r �! �+dod stru�[ur�d p�rle�s wiEh exteri�^ g`' T� g�p�urrt �va]lbc�ard �r +�ene�r �I�t� a��lie� ar right �n��s [o ln� �f �-] , � �a�e �ppti�d at ri gh t �flgl�r to j �i�t car _ caries — — — 1 I! joa �! �r tap �Y�ord of iruss�s �i th �d truce thro�gl� �as� I �y�r with �'{$" T}�p� rails. T�i� wot�r� stru�t��=a] pale] €�r'F'y�,te drywall strews 1�" �.c, at t}rs�kness shall] �,a4 b� �� tharx rl��r};- '�irt� ;tind int�rn��diat��i�t � tru��, nab '{T'. rior 1�s s I han r�grliT�� b}� Fa�� la�}er T�+�� dsu�]1 S�r�v�� ha�[e� � "�, ��n�'t�l �" �]C [}C7 �ixher sld� of I'��e lrlylir �rld joints, 12" �-�- MODIFIERS: ��.'�nt�frl�� FIRE 1 HOUR A DELETE SPRAY FOAM FIRE IBC 2012 -TABLE 721.1(3) ITEM 21-1.1 B R-VA R-37.037 C U-VA 0.027 D RATING: CONCRETE SLAB - THICKNESS PER STRUCTURAL R-30 RIGID INSULATION TYP @ 30A METAL FURRING 5/8" TYPE 'X'GWB MODIFIERS: FIRE 1 HOUR (U.N.O. -SEE PLANS) A ADD RIGID INSULATION FIRE IBC 2012 -TABLE 721.1(3) ITEM 1-1.1 B R-VA R-34.483 (FOR MODIFY A) C U-VA 0.029 (FOR MODIFY A) D 50 P.T. CONCRETE SLAB ROOF TYPE '52' ROOFING /DECK MEMBRANE COVER BOARD TAPERED RIGID INSULATION (5 1/2" AVERAGE X R-6.2 PER INCH) 1 1/2" MIN - 9 1 /2" MAX. � 11 �'•: :�:: 3" SPRAY FOAM (R-6 INSUL) 1 3/4" X 7 1/4" LVL @ 24" O.C. NO INTERIOR VAPOR BARRIER TO BE INSTALLED ON CEILING SIDE PER IBC 2012 1203.2, EXCEPTION 4.2 (WASHINGTON STATE AMENDMENTS) 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP DATE REVISION PROJECT DIRECTOR SB PROJECT MANAGER SB PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK ARCHITECT SE REGISTERED ARCHITECT SCOTT A. BCf;FER STATE OF WASHINGTON RESUB Aug 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE BUILDING ASSEMBLIES FOR REFERENCE PROJECT N0. 21026.00 DATE JUNE 30, 2021 PROJECT NETWORK PATH SHEET NUMBER 51 CONCRETE DECK 52 WOOD FRAMED ROOF -ONE HOUR BUILDING DOOR SCHEDULE 3 1. ALL UNIT ENTRY DOORS SHALL HAVE A 20 MIN SMOKE AND DRAFT ASSEMBLY, A U.L. APPROVED SELF -CLOSER, MAXIMUM 450 ENDPOINT RATING, MIN. 1/2" THROUGH VIEWPORT. DOORS SHALL HAVE A MIN. 28 STC RATING. 2. ALL RATED DOORS SHALL HAVE IBC APPROVED JAMBS AND SHALL BEAR A U.L. WITH APPROPRIATE RATINGS INDICATED. 3. ALL DOOR GLASS SHALL BE TEMPERED SAFETY GLASS MEETING FEDERAL GLAZING STANDARDS. 4. INTERIOR DOORS FROM HABITABLE SPACES SHALL BE UNDERCUT 3/4" TO PROVIDE FRESH AIR CIRCULATION BETWEEN SPACES IN UNITS. 5. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 6. DOOR THRESHOLDS MUST NOT EXCEED 1/2" IN HEIGHT PER ICC ANSI A117.1 SECTION 404.2.4. 7. MAXIMUM DIMENSION OF GLAZING IN FIRE DOORS SHALL NOT EXCEED 100 S0. IN. WITH A MINIMUM DIMENSION OF 4". 8. ALL DOORS MUST BE OPERABLE BY WRIST OR ARM PRESSURE PER ICC/ANSI A117.1 SECTION 404.2.6. 9. MAXIMUM DOOR OPENING PRESSURES ARE LIMITED T010.0 LBS AT EXTERIOR DOORS AND 5.0 LBS AT INTERIOR DOORS PER ANSI A117.1 SECTION 404.2.8. 10. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR DOORS. 11. U-FACTORS FOR GLAZING AND DOORS SHALL BE DETERMINED, CERTIFIED AND LABELED IN ACCORDANCE WITH NFRC 100 & 200 BY A CERTIFIED INDEPENDENT AGENCY, LICENSED BY THE NATIONAL FENESTRATION COUNCIL (NFRC). 12. ALL DOORS TO BE 1 3/4"THICK U.N.O. 13. SEE SHEET G0.02 FOR ABBREVIATIONS DEFINED. GENERAL NOTES SCWDIGL SCWD / GL BUILDING DOOR ELEVATIONS va. �'1E#r �� 0 ti C4 nr_ nnlnl nnrrn HMI GL .� . � �� T �O�MS. �1r }� _ � f � M 1.t oa BRAILLE TACTILE SIGNAGE AL =ALUMINUM STOREFRONT U DOOR # ROOM NAME LEAF FRAME FIRE HARDWARE KEY NOTES SIZE (W x H) TYPE MAT'L FIN. CITE MAT'L FIN. RECITE RAT'G GRP PANIC CLOSR SHGC VT U-VALUE ST1-B STAIR 1 BASEMENT 3'-0" X 7'-0" F HM PTD HM PTD 90 MIN X B101 BIKE STORAGE 3'-0" X 7'-0" F HM PTD HM PTD 60 MIN X B103 STORAGE 3'-0" X 7'-0" F HM PTD HM PTD 60 MIN X B104 ELEVATOR LOBBY 3'-0" X 7'-0" F HM PTD HM PTD 60 MIN X B104A STORAGE ROOM 3'-0" X 7'-0" F HM PTD HM PTD 60 MIN X B105 ELEVATOR MECH 3'-0" X 7'-0" F HM PTD HM PTD 90 MIN X B107 SPRINKLER RISER ROOM 2'-6" X 7'-0" F HM PTD HM PTD X ST1-1 STAIR 1 FIRST FLOOR 3'-0" X 7'-0" F HM PTD HM PTD 90 MIN X 101 SOUTHEAST RETAIL 101 ENTRY (2) 3'-0" X 7'-0" AL AL PTD AL PTD X X STOREFRONT -SEE WINDOW SCHEDULE - A10.03 101A SOUTHEAST RETAIL GARAGE DOOR 12'-8" X 8'-11" OHSD HM PTD HM PTD ALL GLASS PANELS 101B SOUTHEAST RETAIL GARAGE DOOR 12'-8" X 8'-11" OHSD HM PTD HM PTD ALL GLASS PANELS 101C SOUTHEAST RETAIL 101A ENTRY (2) 3'-0" X 7'-0" AL AL PTD AL PTD X X STOREFRONT -SEE WINDOW SCHEDULE - A10.03 101 D SOUTHEAST RETAIL GARAGE ENTRY 3'-0" X 7'-0" HM HM PTD HM PTD X 101E SOUTHWEST RETAIL GARAGE ENTRY 3'-0" X 7'-0" HM HM PTD HM PTD X 103 EXIT PASSAGEWAY 2 3'-0" X 8'-0" SCWD / GL WD STN WD STD X X 104 EXIT PASSAGEWAY 2 3'-0" X 8'-0" HM HM PTD HM PTD 90 MIN X PROVIDE MAGNETIC HOLD OPEN 105 CORRIDOR 105 GARAGE ENTRY 3'-0" X 7'-0" HM HM PTD HM PTD 60 MIN X TESTED TO ASTM E 119 OR UL 263 106 WEST RETAIL SW ENTRY (2)3'-6" X 8'-0" AL AL PTD AL PTD X STOREFRONT -SEE WINDOW SCHEDULE - A10,03 106A OFFICE /PREPARATION 3'-0" X 6'-8" F HM PTD HM PTD DUSTED VALLEY T.I. NEW DOOR 106B WEST RETAIL NW EXIT 3'-0" X 8'-0" AL AL PTD AL PTD X STOREFRONT -SEE WINDOW SCHEDULE - A10.03 106C WEST RETAIL GARAGE ENTRY 3'-0" X 7'-0" HM HM PTD HM PTD 60 MIN X 60 MIN RATED GLASS (FIRELITE OR EQUAL) TESTED TO ASTM E 119 OR UL 263 107 RESIDENTIAL 1 RETAIL TRASH 3'-0" X 7'-0" F HM PTD HM PTD 60 MIN X 107A RESIDENTIAL 1 RETAIL TRASH 10'-0" X 8'-0" OHSD HM PTD HM PTD 108 PHASE 1 POST OFFICE TRASH 10'-0" X 8'-0" OHSD HM PTD HM PTD 108A UTILITY 2'-6" X 6'-8" F HM PTD HM PTD DUSTED VALLEY T.I. NEW DOOR 109 ELECTRICAL 3'-0" X 7'-0" F HM PTD HM PTD 120 MIN X X 109A ELECTRICAL 3'-0" X 7'-0" F HM PTD HM PTD 180 MIN X X 109B ACCESSIBLE TOILET 3'-0" X 6'-8" F HM PTD HM PTD DUSTED VALLEY T.I. NEW DOOR 109B TOILET 3'-0" X 6'-8" F HM PTD HM PTD DUSTED VALLEY T.I. NEW DOOR ST1-2 STAIR 1 SECOND FLOOR 3'-0" X 7'-0" F HM PTD HM PTD 90 MIN X ST1-3 STAIR 1 THIRD FLOOR 3'-0" X 7'-0" F HM PTD HM PTD 90 MIN X SCHEDULES 3'-0" 0 � ~ F =FLUSH '' 7 i i LEAF WIDTH L =LIGHT SAFETY GLASS VISION PANEL (100 SQ. INCHES OR LESS) nl n�rn nnnlrl n OHSD =OVERHEAD SECTIONAL HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP DATE REVISION 8/10/21 PERMIT REV 1 PROJECT DIRECTOR S Ei PROJECT MANAGER SB PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK ARCHITECT SE L $„ � REGISTERED ARCHITECT SCOTT A. BCI�FER STATE OF WASHINGTON RESUB Aug 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE DOOR SCHEDULE PROJECT N0. 21026.00 DATE J U N E 30, 2021 PROJECT NETWORK PATH SHEET NUMBER ADA SIGNAGE ACCESSIBLE TOILET ROOM 109 NOT TO SCALE TYP WALL MOUNTED WINE BOTTLE RACK LAYOUT NOT TO SCALE rr1111T}�G�V I EWE M t}uING WINE= STORAGE FORWARD 1Nine Master Cellars, Cf,CP • tC1�45 C 47th Ave, Denver, C� 8i1�39 • phoney Sb6.6�Q.150D • #ax: 856.550_t501 • VintageVierr.com �Il51x,1rIV52x,1rlli�53]( end VIf54x lnstallatiort Ir�S#ructia�ns Required tools: Phillips Head Strew Driver Included Parts: 1 Base Strip 4 Spiral Drywall Anchors+ f_evel 1 Neck Strip 6 5crewst Pencil 6 Haunting Hole Capst 2 Toggle Bolts Tape Measure 2 Plastic C17uplers drill and 13{32 inch (1U.3mm} drill bit # W51x will come with 2 fewer Fasteners: There are three pre -drilled mounting holes in each strip, six total per r�Ck (WSix have 2 holes per strip, 4 total). Appropriate fasteners far your wall surface must be utilized in every mounting hole far proper installation. Fasteners far drywall ar woad wall surfaces are included with your rack. we recommend the fallowing fasteners for these surfaces; Attaching to drywall, use all of the incpudecE Spiral Drywall Anchors and corresponding number of Screws along with 2 Toggle Balks • Woad wall surfaces can use the included Screws ■ Concrete, Briek ar Stueca: 3/16" x 1 '!a" masonry screw ar #8 x 1 'la" screw with appropriate size expanding concrete anchor -not included VintageUiew� Floor to Ceiling Frarne {FCF-HD): Each FCF-HO comes with self -drilling s€rews to attach WS series racks to the frames Before you begin, choose the direction the battle necks should paint if the bottle necks are to paint to the right, khe base strip If the bottle necks are to point to the left, khe base strip must be Installed to khe left at the neck strip, must be installed to the right of the neck strip. 1. Lay out the wall - Starting at least 2-3{4 inches {74mmj from adjacent walls or other obstructions, mark khe centerline of the first strip. From there, measure 7-1{2 inches (190,5mmj to khe centerline between khe neck and base strip and mark the location. �ptianal: IF installing multiple columns, mark the centerline for the next strip 5�112 inches (139.7mrr1} Fram the second mark and mark again 7-1/2inches (194.5mm} from that mark for the distance between the neck and the base strips of the second column, To fay out additional columns, mark the wall, alternating between 5-1{2 and 7-1/2 inches (139.7mm and 190.5mmj. Nate: If installing rack ing for 375mL bottles, please adjust the centerline dimension ko approximately 5-1f2 inches (139.7mmj between the base and neck strips. Niadify this dimension as appropri- ate far khe actual bottle sine you have ko ensure that less than 1J3 of khe base of the battle averhangsthe base strip and khe bottle will not fall between the rods when the shaul- der of khe bottle rests against the neck rod. Figure A �. Mark the hale locationis far the strip -Hold either the neck or base strip of the rack in place against the wall, centered an khe First mark the appropriate distance above the floor. Ensure that khe rack is vertical using a level and mark the hole lacatians with a pencil (Figure Bj then set the strip aside. �2 WINE BOTTLE RACK INSTALLATION DETAILS NOT TO SCALE SERVING ('^""'T�" BEYOND ACCESSIB SERVING FINISH FL 3. Install the Anchors -For the lower 2 holes only, use a Phillips head screw driver to screw the Spiral Drywall Anchors into the wall at the marked hale locations until the head of the anchor is flush vaith khe wall surface {Figure CJ. For the TOP mounting point, drill a 13/32 inch �i4.3mmj hale for a Toggle Boit #Figure D). Mote: If a strip location is aver a stud, the Toggle Balt and Drywall Anchors should not be used. Extra Screws are supplied and can be used to directly fasten that strip into the stud. • • Figure p 5, Hang the second strip -Repeat Steps 2 through 4 with the second strip, centering ik hariaantally with the second mark on your wall from Step 1 and ensuring that khe tops of the strips are even with each other (Figure �j. Figure G Figure Fi 4. Hang the first strip - Take a toggle halt and remove the expanding nut. Insert the bait through the top mounting hate of either the base or neck strip, as it corresponds with the tyottle direction chosen earlier. With the wings of the nut oriented to fold toward the head of the bolt, thread the expanding nut onto the halt so the tip of the bait starts to protrude from the end of the nut. Hold the strip so the toggle halt al igns with the 13{32 inch ho€e and gently push khe expanding nut through khe wall (Figure E}. Ensure that the wings of the expanding nut have fully expanded on the hack side of the wall and gently tighten the 3aolt, verfiying that the bottom 2 mounting hales align with the anchors in the wall. 5e[ure the rest of the strip in place through the bottom two mounting holes with the provided Strews (Figure F) and fullytighten the toggle halt. Note: Forease of removal when stacking racks, ft is recommended tfTat the end plugs are taken out prior to installation, O Figure E Fligure F 6. Flnlsh up -Install the mounting hale caps in the 1{2 inch hales an the face of the rack by pressing into }dace {Figure H}. 5tack9ng racks - VlntageView WS series racks are designed to stack, one on top of the other. Yau may remove the pre -installed plastic end plugs from the appropriate rack ends and use the supplied couplers ko align khe two racks when stacking (Figure I}. Figure I for product warranty information, please uisit: VintageVi�ty.comisuppartlwarr�nty We're here to help, call us at i366-650-1544 with any questions. HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP DATE REVISION 8/10/21 PERMIT REV 1 PROJECT DIRECTOR SB PROJECT MANAGER SB PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK ARCHITECT SE REGISTERED ARCHI TEST SCOTT A. BUaFf R STATE OF WASHINGTON RESUB Aug 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE DETAILS PROJECT N0. 21026.00 DATE J U N E 30, 2021 PROJECT NETWORK PATH SERVING BAR ACCESSIBLE COUNTER 1 1 /nil _ i I_OII A10.02 II II I I I II II II I I I I I I UP I I I I I I I —�= I 0 >-- I I I I I OUTSIDE AIR INTAKE i i I I I i I I I I � -- ---- I I I I I I I I I I I I I I OC OC REFLECTED FLOOR PLAN 1 /^ II _ � I_OII �} 0 2 4 8 OUTSIDE AIFZ INTAKE DUCT (8'-10" A.F.F.) I � � A A I II I � I II x �B �B w ii � 0 �� 11'-11" (FROM F.F. TO UNDERSIDE OF �I STRUCTURAL SLAB ABOVE) TYP I a` I I I I II I I I I I II I I I I I� B �B I I I I I I I I I I I I I I I �� I 1:1 J ;�- a / / ./d �B OC B g fpl W �a �a ii o� OC �� OC I � I I I d 9 \ d d i ,� ,, i � i �' i ' i � �' � i � i � � � i � i �� A , J � � � �J OC OC � CDW — �� A NOTE: T.I. SPACE FULLY SPRINKLERED & CONNECTED TO BUILDING FIRE ALARM SYSTEM UNDER PREVIOUS MAIN BUILDING PERMIT OC OC OC OUTSIDE AIR INTAKE DUCT (8'-10" A.F.F.) AIR SUPPLY DUCT (8'-10" A.F.F.)' �� A A DIFFUSER GRILL TYP �B ►�1 OC, P��' OC C AIR HANDLING UNIT -PROVIDES HEA COOLING FOR THE NEW T.I. SPACE � 1 " ��1 �'' HALLER ARCHITECTS LLC 12216 Corliss Avenue North / Seattle, WA 98133 TEL 206.235.0935 /�' � email: boyerscottl @gmail.com jPROJECT: Dusted Valley Tenant Improvement LOCATION: 201 Main Street # 102 � J Edmonds, WA 98020 0 PREPARED FOR: of Edmonds 2020 LLC � � /, "' Rhema ., [l6 Residential •Commercial •Industrial "TNE WORD OF GOD !S LIV/NG AND ACTIVE... " (HfR 4: t.) (360) 416 - 8227 www.RhemaElectric.com 628 S. Spruce Street, Burlington, WA 98233 KEY MAP DATE REVISION �8/5/21 PERMIT REV 1 I x w � PROJECT DIRECTOR SB PROJECT MANAGER SB PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK // LIGHT FIXTURE SCHEDULE MARK MANUFACTURER SPECIFICATION COLOR A NORA LIGHTING 4 TRACK LIGHTS NTE-86010W LED 800 LM /TRACK 120V, 2400W EA CIRCUIT NT-302B B ET2 LIGHTING FUNGO E24916-BKSBR C NORA LIGHTING NH101CD-4814W LED 1000 LM D REJUVENATION RIGDON SINGLE TUBE WALL SCONCE A1750 OIL RUBBED BRONZE E REJUVENATION CEDAR &MOSS CONIFER 18" FLUSH MOUNT A0367 OIL RUBBED BRONZE F REJUVENATION JERICO 31/4"FITTER SINGLE SCONCE A2964 OIL RUBBED BRONZE G ATI M MO OIL RUBBED BRONZE H NORA LIG ING NELO C-6 24W LED I NORA LIGHTING NEX-711 SERIES, LED, EXIT /EMERGENCY COMBO OR EQUIVALENT, 3.6V, 3W, 90 MIN J NORA LIGHTING NE-602LED, 2 LAMP EMERGENCY LIGHT OR EQUIVALENT, (2) 1W LAMPS, 90 MIN ARCHITECT SE $��% REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON RESUB Aug 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE PLAN PROJECT N0. 21026.00 DATE J U N E 30, 2021 PROJECT NETWORK PATH 2\ LIGHT FIXTURE SCHEDULE E2.00