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I Permit#:
<br /> 81�7-034
<br /> - Site Address: 10121 EVERGREEN WAY
<br /> Qwner. SOUTH POINT PLAZA LLC
<br /> Tenant: OUTBACK
<br /> APP.Q�te: 7/20/2018
<br /> Praposed Use: COMMERCIAL
<br /> Description: EXTERIOR TI FOR NEW SIDING,ROORNG,
<br /> SOME WIN�OW REPL4CEMENT
<br /> �, / ,�
<br /> Reviewed By: Qate_ � � �
<br /> �ffice Set lob i_ Set Fire/Planning Set
<br /> ME� RICK LENTZ ARCHITECT
<br /> A R�E H I T E C T U R E - P L A N N I N G
<br /> 12815126th Place NE Kirkland, WA 98034
<br /> t.425.747.3177 www.mlarch.com
<br /> ; ! r Vi �V'Lt"CC j �
<br /> r--�^,-r r_rr�� ��cnp,,°�i-' date: 7/18l18
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<br /> I stamp
<br /> ' THESE DOCUMENTS HAVE NOT BEEN
<br /> APPROVEb FOR THE ISSUANCE OF
<br /> PUBLIC WORK, MECHANICAL,FIRE 35 REGISTEREO
<br /> SUPPRESSION, ELECTRiCAL OR RC i
<br /> � PLUMBING PERMITS ,..�.
<br /> ' � TZ
<br /> STATE OF WASHING
<br /> ABBREVIATIONS DEFERRED SUBMITTAL PROPEf�TY OWNER
<br /> PROJECT NOTES GENERAL NOTES DRAWING INDEX
<br /> consuitant
<br /> AB ANCHOR BOLT INT INTERIOR I NAGE UNDER SEPARATE PERMIT SOUTH POINT PLAZA LLC PROJECT NAME: EXTERIOR UPGRADES AT OUTBACK STEAKHOUSE ALL WORK SHALL CONFORM TO APPLICABLE CODES, INCLUDIN�BUT NOT
<br /> AC TILE ACOUSTIC TILE J,J-BOX JUNCTION BOX ELECTRICAL UNDER SEPARATE PERMIT C/0 PACIFIC ASSET ADVISORS INC LIMITED TO THE 2015 INTERNATIONAL EXISTIN�BUILDING CODE,THE 2015 CS0.0 COVER SHEET, PROJECT NOTES, KEY PLAN
<br /> ACT ACTUAL NO MECHANICAL UNDER THIS PERMIT 14205 SE 36TH ST SUITE 215 PROJECT ADDRESS: 10121 EVERGREEN WAY, SUITE 15
<br /> KES KITCHEN EQUIPMENT EVERETT,WA 98204 WASHINGTON STATE ENERGY CODE, ICC A117.1,AND ALL RULES, CS1,2 ACCESSIBILITY DETAILS
<br /> AFF ABOVE FIN.FLOOR SUPPLIER BELLEVUE,WA 98006 REGULATIONS AND ORDINANCES OF THE GOVERNING AUfiHORITY. CS1.3 ACCESSIBILITY DETAILS
<br /> LEGAL DESCRIPTION PARCELNUMBER: 28042400200102 ;'�r;��;_;`���,
<br /> ARCH ARCHITECTURAL KIT KITCHEN A1.0 SITE PLAN � ;�.r�!��WG & COMMUNITY
<br /> � AVG AVER,4GE LAV LAVATORY P RO J E CT T E NA N T SITE AREA: 13.63 AC THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS,AND SITE A1.1 EXTERIOR DEMO PLAN AND NOTES `r�EVELOPMENT DEPT.
<br /> BLD� BUILDING LR LIVING ROOM THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST GOVERNING CODES: 2015 IEBC;2015 WSEC CONDITIONS, EQUIPMENT AND BUILDING SERVICE REQUIREMENTS AND SHALL A1.2 EXTERIOR DEMO ELEVATIONS
<br /> BLKG BLOCKING LT LIGHT QUARTER OF SECTION 24,T�WNSHIP 28 NORTH,RANGE 4 EAST,W.M., IN EVERGREEN STATE RESTAURANT CORP. NOTIFY THE ARCHtTECT IMMEDIATELY IN WRITING OF ANY DISCREPANCIES, A2.1 EXTERIOR CONSTRUCTION PLAN _;,�, -. � �,r,�,�_���
<br /> BM BEAM LOC LOCATION SNOHOMISH COUNTY,WASHINGTON,DESCRIBED AS FOLLOWS: 2451 152ND AVE NE SCOPE OF WORK: ALTERATION-LEVEL 2 PER IEBC 504,1; WORK INCLUDES ERRORS,OR OMISSIONS PRIOR TO PROCEEDING WITH THE WORK.ORIGINAL q2.Z REFLECTED CEILING PLAN and LIGHTING SCHEDULE
<br /> BOT BOTTOM MATL MATERlAL COMMENCING AT THE NORTHEAST CORNER OF SAID SUBDIViSION,THENCE REDMOND, WA. 98052 REPLACEMENT OF SIDIN6, WINDOWS&DOORS, BUILDING PLANS SHOULD BE REVIEWED TO VERIFY THE ENTIRE SCOPE OF THE A2.3 ROOF PLAN
<br /> CDR CEDAR MAX MAXIMUM S.89 20'00"W.ALONG THE NORTH LINE OF SAID SUBDIVISION 30.00 FEET TO ROOFING,AWNINGS& NEW FACADE ADDITIONS/ PROJECT. A2.4 WINDOW, DOOR SCHEDULES
<br /> CMU CONCRETE BLOCK MDO MEDIUM DENSITY OVERLAY THE POtNT OF BEGINNING;THENCE CONTINUING S.89 20'00"W.ALONG SAID A RC H I T E CT ALTERATIONS.
<br /> CFM CUBIC FEETlMINUTE MFR MANUFACTURER LINE 540.62 FEET TO THE EASTERLY MARGIN OF STATE ROAD N0. 1;THENCE OCCUPANCY GROUP: A-2(RESTAURANT) THE CONTRACTOR SHALL PROVIDE ALL ELEMENTS OF THE SYSTEMS AS A3.1 EXTERIOR ELEVATIONS, FINISH NOTES
<br /> S.31 53'50"W.ALONG SAID MARGIN 1281.96 FEET TO A POINT 100.00 FEET INTENDED BY THE DESIGN TO RESULT IN COMPLETE AND WORKABLE SYSTEMS A4.1 ENVELOPE DETAILS
<br /> L CENTER LINE MTL METAL MERRICK LENTZ ARCHITECT CONST. TYPE: V-B-NS(NON-SPRINKLED)EXISTING-NO CHANGE IN ACCORDANCE WITH ALL STATE AND LOCAL CODES, SAFETY STANDARDS A5.1 EXTERIOR WALL SECTIONS
<br /> CLG CEILING MIN MINIMUM NORTHEASTERLY OF THE INTERSECTION OF THE NORTHEASTERLY MARGIN 12815 NE 126th PLACE AND GOVERNING ORDINANCES. A5.2 EXTERIOR WALL SECTIONS � ,�;,r;;:� E-1Mvo,
<br /> CLR CLEAR MISC MISCELLANEOUS OF OLIVIA ROAD AND SAID EASTERLY MARGIN OF STATE ROAD N0. 1; ZONING: C��. ., > �,�; ��,� �,;��;,�Y o�
<br /> COL COLUMN THENCE S.52 08'08" E.94.30 FEET TO A POINT ON THE NORTHERLY MARGIN KIRKLAND,WA 98034 • �, �,.��
<br /> A5,3 EXTERIOR WALL SECTIONS ANY CHANGES TO APPROVED
<br /> MUL MULLION OF BROADWAY CUTOFF WHICH IS 100.00 FEET NORTHEASTERLY OF THE 425.747.3177 AREA SUMMARY: BLDG AREA: AWNING AREA: DO NOT SCALE THE DRAWINGS FOR CRITICAL DIMENSIONS.DIMENSIONS ARE A5.4 EXTERIOR WALL SECTIONS AND DETAILS PLANS FOR BUILDING EXTERIOR
<br /> CONST CONSTRUCTION NA NOT APPLICABLE JASON BEAGLE EXISTING: 6612 SQ,FT. 1612 SF SHOWN TO FACE OF GWB UNLESS INDICATED OTHERWISE. A5.5 EXTERIOR WALL DETAILS ���QUIRE PLANNING DEPT.APPROVAL
<br /> CONT CONTINUOUS NIC NOT IN THIS CONTRACT INTERSECTION OF SAID NORTHEASTERLY MARGIN OF OLIVIA ROAD AND SAID asonb mlarch.com NEW: 6612 SQ.FT. 1612 SF
<br /> CONC CONCRETE N0,# NUMBER NORTHERLY MARGIN OF BROADWAY CUTOFF SAID POINT BEING ON THE ARC � @ OVERALL: NO CHANGE NO CHANGE THE PROJECT SHALL BE SCHEDULED AND INSTALLATION OF ELEMENTS A5.6 EXTERIOR WALL DETAILS +.�ontact:
<br /> COR CORRIDOR NOM NOMINAL OF THE CURVE TO THE RIGHT FROM WHICH THE CENTER BEARS S.31 03'44° �� �
<br /> CTR CENTER NTS NOT TO SCALE E. 1955.72 FEET DISTANCE;THENCE NORTHEASTERLY ALONG SAID CURVE ST R U CT. E N G I N E E R PARKING: EXISTING PARKING W(TH NO MODIFICATIONS COOROINATED AS NECESSARY TO PERMIT WORK BETWEEN DIFFERENT (42F,) �57-�7?1 ext. �" � '-� °�
<br /> AND NORTHERLY MARGIN THROUGH CENTRAL ANGLE OF 917'29"AN ARC TRADES TO PROCEED WITHOUT UPSETTING PROPER CONSTRUCTION
<br /> CW COLD WATER OC ON CENTER DISTANCE OF 317.15 FEET TO A POINT OF TANGENCY;THENCE N.6813'45"E. HEATING SYSTEM: GAS FORCED AIR-NO CHANGE UNDER THIS PERMIT SEQUENCES OR DELAYING THE PROJECT SCHEDULE. S1.0 STRUCTURAL COVER SHEET AND NOTES
<br /> DBL DOUBLE OD OUTSIDE DIMENSION MC SQUARED, INC. S2,0 STRUCTURAL FOUNDATION PLAN
<br /> ALONG SAID MARGIN 932.61 FEET TO THE WESTERLY MARGIN OF EMANDER E N E RGY C 0 D E PLUMBING,ELECTRICAL AND MECHANICAL CONTRACTORS SHALL VERIFY ALL S2.1 STRUCTURAL FOUNDATION DETAILS
<br /> DTL DETAIL 01 OVER , , 1235 EAST 4TH AVE., SUITE 101 S U M MARY
<br /> ROAD;THENCE N.0 32 29'W, ALONG SAID MARGIN 405.74 FEET TO THE WA 98506 REQUIREMENTS FOR THIS PROJECT AND COMPLY WITH ALL LOCAI CODES, S3.0 STRUCTURAL FRAMING PLAN
<br /> DIA DIAMETER OSB ORIENTED STRAND BOARD SOUTH LINE OF THE NORTH 260.00 FEET OF SAID SUBDIVISION;THENCE S.89 OLYMPIA,
<br /> 360.754.9339 SUBMIT PLANS FOR APPROVAL AND OBTAIN PERMIT BEFORE STARTING WORK. S3.1 STRUCTURAL ROOF FRAMING PLAN project name
<br /> DIMENSION PERF PERFORATED 20'00 W.ALONG SAID LINE 275.00 FEET TO THE WEST LINE OF THE EAST APPLICABLE ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE-
<br /> DN DOWN PT PAINT 305.00 FEET OF THE SUBDIVISION;THENCE N.0 32'29"W.ALONG SAID LINE S3.2 STRUCTURAL FRAMING DETAILS
<br /> DO DITTO P.T. PRESSURE TREATED I�E P E N G I N E E R VERIFY ALL DETAIL DIMENSIONS WITH DIMENSIONS SHOWN QN PLANS, S3.3 STRUCTURAL FRAMING DETAILS
<br /> 230.00 FEET TO THE SOUTH LINE OF THE NORTH 30.00 FEET OF SAID BUILDING ENVELOPE NOTES: SECTIONS AND ELEVATIONS. DIMENSIONS IN PLAN,SECTION AND ELEVATION
<br /> DR DINING ROOM,DR PL PLATE SUBDIVISION;THENCE N.89 20'00"E.ALONG SAID LINE 275.00 FEET TO SAID
<br /> DS DOWNSPOUT P LAM PLASTIC LAMINATE WESTERLY MARGIN OF EMANDER ROAD;THENCE N.0 32'29"W. ALONG SAID SUPERCEDE DETAIL DIMENSIONS.WHERE DISCREPANCIES OCCUR, NOTIFY Exterior r
<br /> DWG DRAWING PLY PLYWOOD MARGIN 30.00 FEET TO THE POINT OF BEGINNING. N�A EXISTING ENVELOPE: NO CHANGE REQUIRED PER IEBC 811.1.WSEC 503.1 ARCHITECT IMMEDIATELY FOR CLARIFICATION PRIOR TO PROCEEDING WITH U pg ades
<br /> EXISTING Q TILE QUARRY TILE NEW WORK SHALL COMPLY WITH PRESCRIPTIVE PERFORMANCE
<br /> THE WORK. at
<br /> EA EACH R RISE,RADIUS APPROACH PER C402.1.5. REFER ENV-UA CALCULATIONS. DO NOT VARY OR MODIFY THE WORK SHOWN WITHOUT WRITTEN
<br /> ELEV ELEVATION REBAR REINFORCING BAR
<br /> EXIST EXISTING � AUTHORIZATION FROM THE ARCHlTECT. S Y M B O L S
<br /> REF �EFERENCE DESCRIPTION Req d Value Proposed Value Outback Steakhouse
<br /> EXT EXTERIOR REQ'D REQUIRED FENESTRATION U-FACTOR: 0.30 0.23 max
<br /> F.A. FIRE ALARM REU REVISION (weighted)* DETAILS WHICH OCCUR 80TH RIGHT-AND LEFT-HAND ARE SHOWN ONLY
<br /> F.E. FIRE EXTINGUISHER RM, RMS ROOM, ROOMS SHGC .35 0.28 ONCE.TYPICAL DETAILS ARE NOT REFERENCED AT ALL LOCATIONS,THE � O 10121 Evergreen Way, Suite 15
<br /> CEILING R-VALUE: R-49 R-38+R-13** INTENT IS THAT THEY CARRY THROUGHOUT THE PROJECT UNLESS 3 FLAG NOTE S1 WINDOW TAG
<br /> F.F. FINISH FLOOR RO ROUGH OPENING WOOD FRAME WALLS R-VALUE: R-21 int R-211nt OTHERWISE NOTED. � Everett, WA 98204
<br /> 01 PLAN NOTE O DOOR TAG
<br /> FINISH RS ROUGH SAWN UNDER FLOOR INSUL. R-30 R-30
<br /> FL FLOOR SAM SELF-ADHERED MEMBRANE ALL REQUIRED SHOP DRAWIN�S AND SUBMITTALS SHALL BE REVIEWED EY Q REVISION TAG P1 WALL TAG
<br /> FLASH'G FLASHING SC SOLID CORE DAYLIGHT FACTOR=74.2% THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.
<br /> FH FIRE HYDRANT SCHED SCHEDULE ALLOWABLE FENESTRATION =30% PROPOSED 21% 13 DETAIL P-XX FINISH DESIGNATION
<br /> FOIC FURNISHED BY OWNER SECT SECTION ALL SHOP DRAWING DIMENSIONS SHALL BE CHECKED AND VERIFIED IN THE A2.0 REFERENCE
<br /> INSTALLED BY CONTRACTOR SHT SHEET (AND REQUIREMENTS FOR VAPOR BARRIERS,SEALING,GASKETING,AND FIELD BY THE CONTRACTOR. ROOM ROOM NAME/
<br /> AIR BARRIER.) � NUMBER
<br /> FURNISHED BY OWNER SPECS SPECIFICATIONS A SECTION TAG 104
<br /> INSTALLED BY OWNER SF SQUARE FEET * GENERAL CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY HIMSELF OR A1.1
<br /> FO FINISH OPENING See Notes on A2.1.1 for Wei hted Fenestration U-value calculations OTHER TRADES. D
<br /> SHTH'G SHEATHING g
<br /> F.R. FIRE RATED SOG SLAB-ON-GRADE ` ` �` " ° `' , �� ** Install R-13 continuous rigid insulation at roof deck. +10'-0" CEILING HT.I
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<br /> Install R-38 at rafter areas. 12 INTERIOR GWB MATERIAL PERMIT SET
<br /> FRC FIBER REINFORCED CEMENT STOR STORAGE � ^ . � " ' HOURS OF PROJECT CONSTRUCTION SHALL BE LIMITED IN ACCORDANCE WITH C A ELEVATION TAG
<br /> r,F�.�� � .. : , � � �;�.> .,�'� , �. . � : , : > k;• �,.� `' A7.1
<br /> FRT FIRE RETARDANTTREATED � f,< ,> `�� �� � � ¢,�,�. � .. .. .. Y .;� . .,� , �� .� � ��� � . � '�'� : .
<br /> STRUCT STRUCTURAL ,x�; ��>�� - 3. �. THE LOCAL JURISDICTION
<br /> ��.,.: ��r �� � ��;���� �;.:� 4� � �_ � -� �"���r;xh3.� ,$am S NOISE ORDINANCE IF ANY.
<br /> F.S. FIRE SPRINKLER �Y.�f��..�� �- ,r �� � � ��: , INSULATION:ALL NEW INSULATION SHALL BEAR MARKINGS INDICATING � ) M1 C1 MATERIAL I COLOR
<br /> � �' B drawing title
<br /> SUSP SUSPENDED �� � � `�� � � R-VALUE PER WSEC. �,a„
<br /> � � � ELEVATION TAG
<br /> FRC FIBER REINFORCED CEMENT SQ SQUARE � e - F�RST F�oOR
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<br /> GA GAUGE �' `
<br /> _�> , �
<br /> TEMP TEMPORARY, ` �� , , . * � � �� ` COVE R S H E ET
<br /> TEMPERATURE ' ' � � , • FENESTRATION:ALL WINDOWS SHALL BEAR NFRC LABELS AND SHALL
<br /> GALV G�A�LVANIZED TOC TOP OF CONCRETE � ��� �° "`" ' �� r COMPLY WITH MAXIMUM U-VALUES PER TABLE C402.4
<br /> S S T O S T O P O F S L A B � � �
<br /> " � ' � GENERAL NOTES
<br /> � NON METAL FRAMING U-.30
<br /> � �� �`�'� ��"'�� � � METAL FRAMING (FIXED) U=.38
<br /> GWB GYPSUM WALLBOARD TOW TOP OF WALL " � � � �'�
<br /> � , �. .s. . �y �
<br /> HC HOLLOW CORE TYP TYPICAL ��' �� � �� �� � " ��� '" � ,;�=-� METAL FRAMING (�NTRANCE) U=.60
<br /> HDWD HARDWOOD UNFIN UNFINISHED � k �s�
<br /> HDWE HARDWARE " '
<br /> ,�
<br /> �"�� � iNSTALL INSULATfON AND AIR BARRIER PER CRITERIA ON A4.1.
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<br /> HM HOLLOW METAL VB VAPOR BARRIER < � , .���� y _ _
<br /> HOR HORIZONTAL VCT VINYL COMPOSi i ION TILE ` � � ��' �� �� �� - �� MANDATORY MEASURES. ,
<br /> HT HEIGHT � , �. �� :��. �, ,'� �, , � ��� °� �
<br /> VERT VERTICAL � � � � � ' . �,<'� �
<br /> .., , . :.� : , .,
<br /> � $ W ''� � � � � ' ' ° 'w�V.� -CERTIFICATE: Per C401.3 the Builder shall post a certificate within 3' of the � �
<br /> HTSAFF HI-TEMP SELF-ADHERED WC WATER CLOSET ��tt->
<br /> FLEXIBLE FLASHING Wp WATERPROOF � y� electrical panel listing predominant insulation values for all insulated ,
<br /> HTSAM HI-TEMP SELF-ADHERED ' �� buildin g com ponents,fen e s tr a ti o n U-v a l u e s, a n d t h e re s u l t s o f a n y d u c t
<br /> WI WITH � �� � � � . , ,
<br /> MEMBRANE Wll WITH IN . ,..�` ` system or envelope air leakage testing.
<br /> HW HOT WATER � , , _ ,� ,; ��� � x � -AIR LEAKAGE TESTING: No Air Barrier testin g re quired per C503.3 Ex.#1
<br /> � �� ��� CONTROLS:A
<br /> HWT HOT WATER TANK 1/�g WEAT�HER RESISTANT BARRIER �_ " ` f"4 ' ` = ,.w, � ` - programmable thermostat shall be provided for the heating
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<br /> INSUL INSULATION �= �2� ,� ��. , ` �`;'� and cooling unit, per C403.1. drawn by 1TB
<br /> � � Y� • � '� � �$� . 'A -DUCTS: Per C403.2.8 Ducts shall be insulated to a value of R-8, except for
<br /> INT INTERIOR fi �3: , � • �;` ducts located entirely within the conditioned envelope. Ducts shall be checked by MlA
<br /> � =��a1 , ' � ; : ���,, sealed and tested for air leakage per C403.2.2 and the requirements of WSU
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<br /> � Y; f,,, , ��� RS-33. Building framing cavities shall not be used as ducts or plenums. Ducts
<br /> > �,� ''�� � � '� ''�� � � �� � �`-_� '�� "���� � � � �� in framing cavities shall not displace required insulation.
<br /> '��� . � -VENTILATION: Per C403.2,the building shal) be provided with ventilation
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<br /> 'x�- , *- , ` �` that meets the applicable requirements of the IRC and/or the IMC.
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<br /> �,� �. • :���" . � r�������� �' LIGHTING NOTES:
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<br /> SEE A2.2 FOR LfGHTING SCHEDULE AND ENERGY CODE REQUIREMENTS.
<br /> PROJECT LOCATION
<br /> 7/18/18 PERMIT SET
<br /> N OUTBACK STEAKHOUSE iss�ed aate description
<br /> w E VICINITY MAP
<br /> � N.T.S.
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