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APPROVED BLD-BLD2021-1006+Architectural_Plan+7.20.2021_2.02.30_PM+2311342Project Number: 2021.021 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE Approved by Fire 08/10/2021 A F M / -/ F tt-erer ,................. Install per manufacturers specifications. Have all manufacturer documentation on site. Of Ed Address 7424 169TH PL SW - Building Official Qi(/1/f( QQii� /Qi Permit Number BLD2021-1006 - r � }AO r' J 01 L" 1 -/- 1 / , .00 �r -- f f r -, � ++ �.. i.r f F 1- 1. ' a - • �^,� 1 7424 169TH PL SW EDMONDS WA DESIGNER: CHASE MARSHALL ARCHITECTS CIVIL ENGINEER/ PROFESSIONAL OF RECORD: PACE GROUP LLC I� f r �0 f f` Ap u 1= R C: E ■ ■ ■ ■ 101 G R O U P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegroupllc.com RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Seal: I� U) --- 0 U Q Q U J = J > Q O 2Ir w0 U) LU U a- z W ° L1J Ir o 0 Cl) z J Q o ��ILL Cl) a- r Z O � w L1J Z _ � N W LD 0 Z J Nt 0 w > I� W o U 07/20/2021 _..................................... A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: INFORMATION SHEET Drawn: Drawing Number: Checked: Date: 20 JULY 2021 G�000 Scale: PERMIT SET Project Number: 2021.021 PROJECT DIRECTORY OWNER / REPRESENTATIVE MICHAEL AND JUDIE RICKUS 7424 169TH PL SW. EDMONDS,WA 98026 TEL: (714) 309 9501 iudie.rickus®gmail.com DESIGN ARCHITECT CHASE MARSHALL ARCHITECTS NICK MARSHALL 7222 SPRUCE ST NEW ORLEANS LA 70118 TEL: (504) 208 2676 FAX: nick.morshall@chosemarsholI.com CIVIL ENGINEER PACE GROUP LLC JOHANN PALACIOS 400 NORMAN C FRANCIS PARKWAY NEW ORLEANS LA 70119 TEL: (504) 206 3834 Johann@pacegroupllc.com> BUILDING INFORMATION PROJECT ADDRESS 7424 169TH PL SW. EDMONDS WA 98026 PROJECT DESCRIPTION INTERIOR RENOVATION INCLUDING BUT NOT LIMITED TO: NEW RESIDENTIAL 2 STOP ELEVATOR NEW KITCHEN CABINETS AND APPLIANCES NEW ARRANGEMENT OF PRIMARY BEDROOM AND BATH NEW ARRANGEMENT OF LAUNDRY ROOM BUILDING AREA SECOND FLOOR 3500 GSF INCLUDES GARAGE DOES NOT INCLUDE BALCONIES OR PORCHES FIRST FLOOR 2690 GSF DOES NOT INCLUDE COVERED PORCH AREA TOTAL 6190 GSF MAJOR APPLICABLE CODES AND REGULATIONS (NOT LIMITED TO THE FOLLOWING): 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) ZONING CLASSIFICATION RS-20 / PRD-1986 DRAFTING SYMBOLS ROOM NAME SFCURIT OFFIC ROOM NUMBER 23 A ROOM FINISH KEY 8'-0" CEILING HEIGHT A A NEW COLUMN COLUMN 1 REFERENCE LEXISTING EFERENCE GRID SECTION OR DETAIL NUMBER SIM. 1 6.1 DIRECTION OF CUTTING PLANE SHEET NUMBER ON WHICH SECTION OR DETAIL IS DRAWN SECTION OR DETAIL NUMBER 1 DRAWING TITLE 2.1 6.1 1 /8"=1'-0" INDICATES SCALE SHEET NUMBER ON WHICH SECTION OR DETAIL IS DRAWN SHEET NUMBER ON WHICH THIS SECTION OR DETAIL IS CUT OR REFERENCED (ONE SHEET ONLY) DIRECTION OF CUTTING PLANE LONGITUDINAL OR TRANSVERSE SIM. BUILDING SECTION NUMBER 1 5. SHEET NUMBER ON WHICH LONGITUDINAL OR TRANSVERSE BUILDING SECTION IS DRAWN SURFACE SHOWN IN ELEVATION SIM. 1 ELEVATION NUMBER 8.1 SHEET ON WHICH ELEVATION IS DRAWN DETAIL NUMBER SIM. 1 / � AREA OF DETAIL 6.2 SHEET NUMBER ON WHICH ENLARGED DETAIL IS DRAWN 9MhD00R FRAME DETAIL 1 3"=1'-0" DOOR FRAME DETAIL NUMBER MATERIALS CONCRETE CONCRETE MASONRY ® UNITS ® BRICK ® GLASS INSULATION E PLASTER INSULATION (RIGID) SOIL, EARTH METAL 2/6 2 INDICATES SECTION OR DETAIL NO. 2 APPEARING ON SHEET NO 6.2 O WINDOW TYPE / LOUVER TYPE DOOR OR OPENING NUMBER t12 24 �H�W12—HARDWARE SET NUMBER DOOR FRAME DETAIL NUMBER 8 REFERENCE NUMBER FOR WALLS, PARTITIONS, EQUIPMENT, CONSTRUCTION, ETC. OR ANY INFORMATION TO BE CONVEYED WHICH IS REPETITIVE OR SPACE AVAILABLE PROHIBITS A WRITTEN DESCRIPTION OF ANY ITEM 2 ITEMS NOT IN CONTRACT / FURNISHED BY OWNER / INSTALLED BY OWNER / INSTALLED UNDER THIS CONTRACT, ETC. (SEE CLARIFICATION OF THIS SYMBOL FOR ITS USE IN REGARD TO THIS PROJECT (09912) SPECIFICATION REFERENCE (FOUND IN PROJECT MANUAL) SPECIFICATION REFERENCES ARE INDICATED FOR THE CONTRACTORS CONVENIENCE. LACK OF REFERENCE OR MISREFERENCE DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO PROVIDE THAT MATERIAL 36.5' NEW OR REQUIRED POINT ELEVATION 36.5' EXISTING POINT ELEVATION / 365' EXISTING CONTOURS / 36 5 NEW OR REQUIRED CONTOURS �TB-2 TEST BORING A3 REVISION NUMBER INDICATES CASEWORK WHEN STANDARD C� SHEET OR PICTORIAL VIEWS ARE USED OR ELEVATIONS OF CASEWORK ARE DRAWN INDICATES A PARTICULAR TYPE T-0631 OF EQUIPMENT WHICH REQUIRES SEVERAL DIGITS 6 INDICATES FOOD SERVICE EQUIPMENT WOOD (ROUGH) WOOD (FINISH) SLATE, FLAGSTONE MARBLE RESILIENT MATERIAL ®ACOUSTICAL TILE OR PANELS GLASS IN ELEVATION = METAL IN ELEVATION NDEX OF DRAWINGS G-000 COVER SHEET G-100 INFORMATION SHEET G-101 SITE SURVEY A-100 FIRST FLOOR PLAN EXISTING FOUNDATION A-101 FIRST FLOOR PLAN EXISTING A-102 SECOND FLOOR PLAN EXISTING A-103 FIRST FLOOR PLAN EXISTING FRAMING A-104 SECOND FLOOR PLAN EXISTING FRAMING A-105 FIRST FLOOR PLAN EXISTING REFLECTED CEILING A-106 SECOND FLOOR PLAN EXISTING REFLECTED CEILING A-110 FIRST FLOOR PLAN DEMOLITION A-111 SECOND FLOOR PLAN DEMOLITION A-112 FIRST FLOOR PLAN A-113 SECOND FLOOR PLAN A-114 FIRST FLOOR REFLECTED CEILING PLAN A-115 SECOND FLOOR REFLECTED CEILING PLAN A-601 FIRST FLOOR PLAN ENLARGED A-602 SECTIONS A-800 SCHEDULES S-101 FRAMING PLANS S-102 ELEVATOR CUT SHEETS TOTAL 21 SHEETS RRC:E ■ ■ ■ ■ ■ ■ G R O U P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT .. H U W 2 U Q � Q U J > = J 02 Q 2 W O Iz CD Q UL z LLI 0 IY Lu W ILL O v J Z JQ o \� 5 LU W ILL O '— �/� VJ Q Ir tl T Z 0 LU Z 0 CV W z LD Z LU I� W In U Seal: ❑`:`��, rYlr 9P ,� 53573 0 W� �GISTER�' ��1dNAL ��G 07/20/2021 Copyright © 2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: INFORMATION SHEET Drawn: I Drawing Number: Checked: Date: 20 JULY 2021 G-1 00 Scale: PERMIT SET Project Number: 2021.021 LOT 1 EAGLE NEST ESTATES OBOIC74T10N SECTION 8.TWP.27N..R.4E.■W-M- ACKNOWLEDGEMENT XNOW_AL'L MEN.BY THESE -PRESENTS THAT WE, THE UNDERSIGNED, OWNERS CITY OF SOMONOD STATE OF WASHINGTON) ••k _XN-FEE $fMPU AND 146RTGAGEES OF THE LAND HEREBY PLATTED, DO SNOHOMISH COUNTY, WASHINGTON ) SS. COUNTY OF SNOHOMISH) _ - HERE$Y•T;ECLARE THIS PLAT AND DEDICATE TO THE USE OFTHE PUBLIC YOREVER, ALIT J9TIIEET'S AND• -EASEMENTS OR WHATEVER PUBLIC PROPERTY ���,�•yw� �C :THERE IS-SMbWWtt��4w-THIS PLAT AND'THE USE THEREOF FOR ANY AND ALL ON THIS DAY OP �/ 1988 BEFO E PERSONALLY PWBLI4' {UR�CISES. ALSO _THE, RIGHT -gO MAKE ALL NECESSARY SLOPES APPEARED, _ QD �% 1 r"IF&TO ME FORT CUTS 9R FILLS UPON THE ,SAYS AND TRACTS SHOWN HEREON, IN THE' KNOWN TO BE THESZI R l AND I_At4w.. REASONABLE GRApING OF ti,T• STREETS _SHOWN -•HEREON, z9-n---HE - ''- ALSO THE •RIGHT RESPECTIVELY OF PACIFIC FIRST FEDERAL SAVINGS BANK, THE CORPORATION THAT EXECUTED THE FOREGOING INSTRUMENT, AND OF ACCESS -OVER THE^LOTS TO .TNB'QTILITY EASEI4ENT3 AT -.ANY TIME ACKNOWLEDGED THE SAID INSTRUMENT TO HE THE FREE AND FOR THE STATED PURPOSES,_- _ _- ---- •• -- •� '~ APPROVALS VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES AND AN UNDIVIDED AND EQUA_Ia-Ofi-SEVENTj!-'IN1'EREBT •3N''TRACT 100"-S3 _ PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT THEY WERE HEREBY RESERVED UNTO- LOTS 1 THROUGH 7 YIESPECTIVELY, FOR THE C/L( 1988. AUTHORIZED TO EXECUTE THE SAID INSTRUMENT. PURPOSES OF INGRESS AND _EdliESS AND rFOR THE Z TiA _ EXAMINED AND APPROVED THIS �nAY OF vim, OPERATION, AND NAINTENAWC$ OF UTILITIES THEREIN. L»�1tTii, WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND - YEAR FIRST ABOVE WRITTEN. IN WITNESS WHEREOF, WE NEREU7FT0 •SET QUR SIGNATURE$ AND 'S%ALS O CITY GI Efi THIS Is DAY OF JULY , 1988:-. • .- _ _. _-- ~•-" --' EXAMINED AND APPROVED THIS OF , 1488. "PIMA- ______• NOTARY PUBLIC IN AND FOR THE STA E OF -- Wrl WASHINGTON, RESIDING_V,���c COMMISSION EXPIRES 1 THOMAS F. MAURICB AUERTA L. MAURIS.F.- -EDMONDS 111MILNG DIRECTOR ;, P EX_AxxyED~AND I�bROVBD THIS��DAY OF�'�•l•. , 1988. ROBERT AL SUS Elm' ,,--- xo>, E oxDS A EST, CITY CLERx MAINTENANCE PROVISION PACIFIC FIRST FEDERAL SAVINGS BANK ~ - '•z _•_• MAINTENANCE-; REPAIR, AND/OR RECONSTRUCTION OF ANY AND ALL STREET IMPROVEMENTS AND/OR UTILITY SYSTEMS LOCATED UPON OR WITHIN TRACTS 100 AND 200, EXCEPT FOR SUCH UTILITY SYSTEMS THAT �•_ / _ y - _ ARE MAINTAINED BY THOSE PURVEYORS PROVIDING SERVICE THEREBY, GGGIG Ci(/ AA SHALL BE THE COLLECTIVE RESPONSIBILITY OF AND THE COSTS OF SAID ALAN W. PRATT CHRISTINE A. FRAZIER _�~ •~• ~ _ MAINTENANCE, REPAIR, AND/OR RECONSTRUCTION BORNE IN EQUAL VICE PRESIDENT CREDIT ANALYST SHARES, BY THE OWNERS, THEIR HEIRS, SUCCESSORS, AND ASSIGNS, OF '-CjO V_ FNANT__-- LOTS 1 THROUGH 7 INCLUSIVE, EXCEPT THAT NO OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIR, AND/OR RECONSTRUCTION EASEMENT PROVISIONS - - OF THE PORTION OF ANY UTILITY SYSTEM LOCATED ABOVE OR BEYOND OWNERSr.406 ALL PERSONS HAVING ANY- PRESENT OR 6UBSEQUENT THAT RESPECTIVE OWNERS POINT OF CONNECTION TO SAME. OWNERSHIP INTEREST IN THESE LANDS AND THE SUCCESSORS AND EASEMENTS ARE HEREBY RESERVED FOR AND GRANTED TO THE CITY OF ASSIGNS OF OWNERS OR OTHER _PARTIES HAVIUr.•1Qii( SAID INTEREST, EDMONDS, A MUNICIPAL CORPORATION, PUBLIC UTILITY DISTRICT NO. 1 HEREBY AGREE THAT THE CET7l OF EDMONDS 'SHALL BE HELD H3RMLESS OF SNOHOMISH COUNTY, GENERAL TELEPHONE COMPANY OF THE IN ALL RESPECTS PROM ANY AND .Al.Z. CLAIMS Z'OR DAMAGES FOR NORTHWEST, INC., WASHINGTON NATURAL GAS COMPANY, AND CHAMBERS INJUNCTIVE RELIEF• WHICH N8Y` HE OCCASIONED NOW 09 IN THE CABLE OF EDMONDS, THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, FUTURE TO ADJACEN16~ LAND OA-IMPROVJWEI4'TS BY REASON OF THE UNDER AND UPON TRACTS 100 AND 200, AND UNDER AND UPON THE CONSTRUCTION, OPERATION AND )M-fATENANCE OE -`THE DRAINAGE EXTERIOR TEN (10) FEET OF TOTS 1 THROUGH 7 INCLUSIVE, PARALLEL SYSTEM, AND HEREBY WAIVE AND RELEASE THE'CI=-,OF--ED14ONDS TREASURER'S CERTIFICATE WITH AND ADJOINING THE PRIVATE AND/OR PUBLIC STREET FRONTAGE OF FROM ANY AND ALL CLAIMS FOR OAlI W,-EXtLUUTRc DAMAGE CAUSED SAID LOTS, WITHIN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, SOLELY BY AN ACT OR OMISSION OF SAID" CITY AND INJUNCTIV$ I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES HERETOFORE OPERATE AND MAINTAIN NECESSARY FACILITIES AND OTHER EQUIPMENT RELIEF WHICH THE OWNERS, OR THEIR SUBCESSORS.SR-ASSIGNS, NO IED AGAINST THE PROPERTY DESCRIBED HEREIN, ACCORDING TO LEV FOR THE PURPOSES OF SERVING THIS SUBDIVISION AND OTHER PROPERTY THEMSELVES HAVE NOW OR IN THE Pf/TURE -BY REASON' OF THE'LEVIED BOOKS AND RECORDS OF MY OFFICE, HAVE BEEN FULLY PAID AND WITH ELECTRIC SERVICE, GAS SERVICE, TELEPHONE SERVICE AND OTHER CONSTRUCTION. MAINTENANCE AND OPERATION --OF SA?D DRAINAGETHE DISCHARGED, INCLUDING TAXES. UNDERGROUND UTILITIES, TOGETHER WITH THE RIGHT TO ENTER UPON SYSTEM. _ - /989 THE LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSES STATED. •'- _~ _•_.-__�.-'""••-••-"- _ TRIAS R R, NOHOM7„CO T� ' ACKNOWLEDGEMENT ACKNOWLEDGEMENTMAC ACKNOWLEDGEMENT STATE OF WASHINGTON) ~--....._- -'+ ' - • •• ___ __ QQD�Sa� vl/ .. . -. STATE OF WASHINGTON) +.• O� / .Jug Ss. I SS. - - COUNTY OF SNOHOMISH) COUNTY OF SNOHOMISH) '-~RECORDIIVO•CERTIFICATE ON THIS DAY OF 1988, BEFORE ME ON THISME:K.N_.wN OF 1988, BEFORE ME FILED-FOR.RECORD~AT THE"REQUEST OF F PERSONALLY APPEARED ONAS MAURICE AND ROBERTA L. PERSONA ARED ROBE ALLE1 ID SUS" E. ALLEN, HIS ~--"AT_.�-MINUTES P_ASS_L". .Q M."-•HIS-n_DA OF , 1I1,�9,,��8, MAURICE, HIS WIFE, TO ME KNOWN TO BE THE INDIVIDUALSANEr RECORDED-sN VOLUb1E '#OF PLATS, PAGES DL7Q� WIFE, TO BE INDI DUALS DESCRIBED IN AND WHO DESCRIBED IN AND WHO EXECUTED THE WITHIN AND FOREGOING EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND 1HCLUSIVE1'RECO13DS'bF SNOHOMT911-COUNTY, WASHINGTON. INSTRUMENT, AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR FREE AND -- THEIR FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN PURPOSES THEREIN MENTIONED. MENTIONED. 6/MP•23e WITNESS MY RAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND SNOH°MISH OUNTC .X-AVD T.0'R YEAR FIRST ABOVE WRITTEN. YEAR FIRST ABOVE WRITTEN. /� � •-.- n DEPUTY SNOHOMISH COUNT AUDI'I,OR NOT PUBLIC IN AN FO T OF '. NOT Y PUBLIC IN AND FO F _ •• WAS INGTON. RESIDING A WA INGTON�RESIDING - ~ -- COMMISSION EXPIRES i, 1' , v-. -.. CO SSIONHXPIRHS Q . , LOVELL-SAU■RLANO AND ASSOCIATES,INC. 1775 _-L'AGLE NEST ESTATES —�' ~�-rrtr\c-r 103 SECTI'bN -,S,TWP.27N.,R.4E.,W.M.64.E 2'K " _'-� ELEADOWDA ~ CITY OF EDMONDS E _ S`Kk3.HQMISH COUNTY. WASHINGTOPOW IN N e,9a.7t7 �eEET SpE��CH � _R C1 - 1„1i%JlA4'SeOJag•_=�''Cb• ``W\� \\ LEgA DgSCA)RT4ON tI� oR>a qi �• 122. _ NATIVE �,,r /�./;--2a 5�AOe TO THE THAT ORPLA TOHEIt OFC RECORDEDTS NIR VLUM&D5 OF PLATS WDALE ONAPAGED38G _� •ve940�-W �P�'/r EA66e"IE �ErS(q,FUSEos`'�O�% RECORDS OF SUGHOMISH- COUNTY, YASHINGT�N, DESCRIBEII.AS FOLLOWS: W R B.T'4B W `/ // / TI/JG COMMENCING A'L° THE WS$T QUARTER CORNER• OF -SECTION'S, TOftSHIP 27 \ ; ,f, !• , ,v> xj/5(;L�y E 'j •g7B, 6 �" ��� `\ NORTH, RANGE °_4 EAST; -W. R., IN SNOHDMISH COUNTY, WASHIIIGTON3 L) 8-m / 5 /// !a,Ty.p `t2 THENCE N 0.20100" E, ALONG THE-WEST_L'INE OF SAID-- SECTION'S, A OK / .1?',y3/j/ �2,s9, 2-/V DISTANCE OF 642. db -2+HHTT-TBENC$ •5-87.07'55" E, •.4 D35TANC8.-QF el Nvj �55,L�� O 326.95 FEET TO AN INTERSECT#ON'WITH ALINE~DRAWja.-PA$Aii.$L WIT)('•_ _ BCALt e7•••a0• `� 00 ///k N 4�•= Q 3 AND LYING 326.61 FEET EASTERLY OF THLi-WEST I.fNE OF SAID SECTION /Z // ;u GROWTH 8, SAID INTERSECTION BEING THE XRUE POINT OE. %BEGINNING Qi�THIS�- -.-- // // ,� /'�• �'1 oq >> W DESCRIPTION; THENCE CONTIIJUING S 87'031.9NC 5% E, A DISTANCE Of: I RESTRICTION 345.09 FEET TO AN EXISTING ENCASED SONCRETE MONIIMM MARAING• AN'ti _ LLl j ,la / // " ' I 1. T__ BASIS OF BEARINGS / / / N �� m THE NATIVE GROWTH AREA SHOWN ANGLE POINT IN THE WESTERLY BOUNDARY OF EDX0NDS VIt4L.DIVISfbM ~ - b. N� O 21 ACCORDING To THE PLAT THEREOF RECORDED IN yOLIME 46 OF- - ASSUMED DATUM •6, /-// _ I 116 I .~ HEREON SHALL REMAIN IN ITS PRESENT PLATS,. ON PAGES 141 AND 142, Ir'HCORDS OF SNOHOMISH C9916Y, EL1 /�'--T _ I I \ I AREA` j STATE. THERE SHALL BE NO CUTTING - \> OF TREES UNLESS THEY ARE DEAD, WASHINGTON; THENCE N 2'11'28" E, ALONG TH8'WEST LINE -•OF EBLD....... 1 -_ /��---- —7 I N I I A HAZARD TO THE PLAT OF EDMONDS VIEW DIVISION 2, A DISTANCE 0E-199 _QO- FEET; . a --- ' L.Id PRIVATE.''"S -71 \ram., I I PUBLIC OR UNLDISEASED OR ESS OTHERWISE APPROVED THENCE N 87.03-55" W, A DISTANCE OF .17Q.80 F$HTi THENCE "•' - L_ J 1 .ES�J� FORtATs Ia• I I I I I BY THE CITY OF EDMONDS. N 2'll'28" 8, A DISTANCE OF 150.00 FEET; THENCE-H7.03'55d-B; - �ILp a A DISTANCE OF 170.00 FEET TO AN INTERSECTION WITH THE WEST LINE 1\I l,'W d O 1 I O I O ^ �I• OF SAID PLAT OF EDMONDS VIEW DIVISION 2; THENCE N 2'1'1'28" E, ALONG SAID WEST LINE, A DISTANCE OF 275.44=..FEET; -'PMENGE - - Ltl S 11 N S 78.52' 38 E, A DISTANCE OF 191.83 FEET TO AN~ NTERSECTIO y-�y C- -�• ~ ; J Q; \f E S / �p I t I I I I 0 ^,, WITH THE SOUTHERLY MARGIN OF MEADOWDALE BEACHw -RROAD.- •'`I rS A •i" 1 1 ^ 1 '" i "A 1� IO �� E,4 '4 I.0 t ESTABLISHED 40 FEET IN WIDTH BY SNOHOMISH COUNTY ROAD SURVEY- _ _l 144. 1 NO. 1320; THENCE WESTERLY, ALONG SAID SOUTHERLY MARGINr -X _~ - •p 9T0RI.J 111 , 41 G'!y !y. �91 1 _: DISTANCE OF 584 FEET, MORE OR LESS, TO AN INTERSECTION WITH A DRauAAE � 1- 1 N t. LINE DRAWN PARALLEL WITH AND LYING 326.61 FEET EASTERLY OF •1hI.E-- - - ~ 'w -•EASEAIE ; i�'2-rasC�~ ?m,I F ItiA 1 .Z i I Ll Lt) WEST LINE OF SAID SECTION 6; THENCE S 0.20'00" W, PARALLEL WITH y 0 1\ a->ti I ��?,a 'oa•- y J (rl THE WEST LINE OF SAID SECTION 8, A DISTANCE OF 640.06 FEET TO " rl THE TRUE POINT OF BEGINNING. II � \\ / Vv��` ,p,Po-I __-_-_- LIT TOGETHER WITH EASEMENTS FOR INGRESS AND EGRESS AND FOR THE •'��`q'i I ��Q `49�2>'�� e'��CT VQ• EASEAAE/�T Q j�alV�+�ESS, E62ESS �• _ - _ / L7Y EASEMEUT INSTALLATION, OPERATION, AND MAINTENANCE OF UTILITIES, AS i - �6 ® �` / TRA/OO'0e _-- 1 CA.F.°t�,52oa4n�) PROVIDED AND MORE FULLY SET FORTH IN THAT CERTAIN INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. BBOSZ00441, RECORDS OF i `n �` •ps37pf•/ 100 SNOHOMISH COUNTY, WASHINGTONi - - ,.J •• bl'-H AA97 a3'65'w / 200 AND, .b;, 07•4p'82 +{_ �474s' r-. /. SUBJECT TO EASEMENTS, RESTRICTIONS, AND RESERVATIONS OF RECORD. 0-'4 r r `:4° `, LAND SURVEYOR'S CERTIFICATE I HEREBY CE1ITIFY THAT THIS PLAT OF "EAGLB NEST ESTATES- IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 8, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., AS REQUIRED BY STATE STATUTES; THAT THE COURSES, ANGLES, AND DISTANCES ARE SHOWN CORRECTLY THEREON: THAT THE MONUMENTS WILL HE SET AND THE LOT, BLOCK AND TRACT CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED, AND THAT I HAVE FULLY COMPLIED WITH PROVISIONS OF THE STATE AND LOCAL STATUTES AND REGULATIONS GOVERNING PLATTING. W PRO. LAND LEGEND o - SET CASED CONCRETE MONUMENT WITH BRASS CAP MARKED "X" 41 - EXISTING CASED MONUMENT (M) - MEASURED (0) - DESCRIPTION e>b E4s&Z4 I`4 �' Is' It EI r_.....L. 4 NOT g INCLUDED g �ttl (o \ amp I; S' ... —� ■ � ■ � ■ L-�i ����- ��-,•'lrr, I - 10. UTILITY ,P _ EA66b(EIJT I 22. � - m -.-• 1 • = /7c, CO, I —) L� Al37 4eL72W - Va7•p3 •,PV �7 Q 10' S70_RAA -A~ 1 !3 !3' --I I.-•' - I z%' 0 r-DRAIAIASE ---_�� "7•- I _+; - I EASEAJGMT ,I 1-.if _I�B7.4HU21Y •--_ -'•; i LLl _ N II O L ■ Ii pII =m. 8p ,'s;�•s�E.N�eF- oe eO0,TeY 121 .i - ..• JII -.= o NOTE' SIDE YARD SET -BACKS SHOWN HEREON MAY BE MODIFIED AT TIME I I 1 I a s ,�• . ...... / rti :-~ ••� OF BUILDING PERMIT APPLICATION 1 J zs I i ~ O �ut� y20 �'V�p ess, f IN ACCORDANCE WITH THE EDMONDS r�CK cluEa I E/lsL�4!Ev7 • . COMMUNITY DEVELOPMENT CODE. I zs� I CRF. A1O..14!/A30) L_ _ I I CTYPrCAL) ■ I / ■ -:ALSO, - I----��p=bO— — ALL DRAINAGE EASEMENTS SHOWN HEREON ARE PRIVATE. I D. - 3 R L\C T 122 MAINTENANCE PROV731014 172nd STREET S.W. MAINTENANCE,RERQIRANO•JOR-RECONSYRUCTION-BEANYSANITARY SEWER PIPELINE AND7SPPORTENANCES LOCATED WITHIN THE PRIVATE LOVELL-SAU■RLANO AND ASSOCIATSS,INC. VEST OU4,QTE4' CoRNE2 CIA: WCTAOL/a, T.Z7".R.4E.. W.M. AND RECONSTRUCTION SHAI_LBEBORNEAQ1JALLY AND•00INT4jyjw-' BY THE BENEFICIARIES OF SAt6 EASEMENTS; EXCEE7`7HAT-NO OWNER SHALL BE RESPONSIBLE F 0 HATPOR_Mle OF THE -COMMONLY USED SEWER, ABOVE OR BEYOND HIM._ - POINTOFCONNECTIONTOSAME, ,S.H�■T_-1'�F S r_ _ LOT SURVEY G101 '1775 N PLAT PLAN N TS I=RC:E G R O U P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com Seal: RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT .. Cl) U W 2 U Q Q J > = J 02 QO G W Q UL z LU Ir ° W Ir LL Q W z C/)JQ W T Cl) W LL O i Q Ir W T Z 0 LU z (D CV W z Z LU I--- W W > o U 07/20/2021 Copyright © 2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: SITE SURVEY LEGAL DESCRIPTION Drawn: Drawing Number: Checked: Date: 20 JULY 2021 — 1 O1 Scale: PERMIT SET Project Number: 2021.021 Ll I I �-o -0 �� _4I, f , �I �-J 18r IU'-SII FT 6?xa" P057- W f 5i MF15CO . J 13A5E- 614 30 " * x 12" e-4W-. FAD W1 (3) * 4 n- EA, 14AY L_-J• --- ----- -- --------�-- gyp+ �tr M Allot II >' I I r It c Z. =` c0NS4l!-7T-;-` SLA5 �9c�K12og*P III az 0 f I I L I _ I 411I I �— - ---- - ��- I 1 , I I x 1 1 " G • ✓`� `' It i M .4 VL7w7S 5 �-S.JU , . I 2 I � ■, � ��� ��- 5 Ire. <��Y_ - _ � , � � ,, t • A) � � SSE: FfJ�+N6E�Zr1VC-� G,��S AFL ` 1:ErAIL l Q 1 I OR1 ' E4 I—$— F 0 R F iuNDERLA 1 U I 1 I da —77-7 1 1 F i r rr T f� P T C.v•c ,, POSE WI BAs� I, AL ri 4" Z� x LLJ L �L�rO N 0 F NUV I I II� N A L 1 SLO f F- TO OR&a1 N F1 NG LAYERi EFRENCE--- no JLY 1 I F=-<DLJ DA-IF IC�1 PL-AM Q 0 2cv�oGCL-- - - — IL '-t v m I' A 4 ■ , bd /f gar eve*• �pEPROpfrC•*i%� OF i�[5E PLANS =• i#driY er FE ORAL l WV1C'lAB 1r0k5 t • un a of Pul�iifhing 140me oesf Hers t Q 1 i 74$100.6%pER0F}EVSs- • Ck! L T L'E5�GMEd TO 0 R8T1iNi lfi l :is.be i# 0' THSQLilV 10 '� GAL S r FOUNDATION NOTES: I 1. ALL FOOTINGS TO BEAR ON FIRM LINDISTLIRSED SOIL- ASSUMED SOJL. BEARING C,,PACITY TO BE ~� 2000 P.S-F. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. i 3. ALL BEAMS TO BE 4X10 DF #2ON 4X4 POSTS (4X6 AT SPLICES) ON 24" DIA.X8" CONC- FADS UNLESS NOTED I I OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. C T C 8 SOLID BLOCK AT At- POINT LOADS FROM ABOVE- 1 ERLOOR PL9N / 7 � 0 I�- SPAN OF LL TER z A100 7. FLOOR JOISTS SHOLfL&(31155 S`10P15OR li ED LA T ER- ALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTI 1ER APPROVED I xa�Tunn RRC:E ■ ■ ■ ■ ► G R a u P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT .. 0 Cl) w FIIIIIIIIIIIIII= Q J > = J 0=a ¢ 2 LU O Er O UL z W 0 IY ° Lu Iz LL O v) z U� J Q Cl) W LL Ir T z LU z 0 CV Lu LD z LU I� Q w > W o U Seal: 53573 0 W� TONAL 07/20/2021 Copyright © 2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: FIRST FLOOR PLAN - EXISTING FOUNDATION Drawn: Drawing Number: Checked: A-1Date: 20 JULY 2021 O 0 Scale: PERMIT SET 4II ILI! 5 -P J u 1 �r 84 xo X OFFICE ts I 1 !I 3-� f~� �1�• Ir s OA! L O 6 STORAGE 0,.0 I rRl! I� f �l) p5-K C4Ni` LtNe_ AF bVF_ PATIO RECREATION ILA 5 1Ir F'T &xd' P05T 09AF F-D 7-0 I140 I45" Wit. GOL-UMIJ - TYPICAL (I ) PLACE5 +al 0u I P! S 1i I II S if I II k rr tD-g u ��4j1 L r It 141 Url 4/ r 4 00J�°xQ ` t JF i BEDROOM #3 r7 f BEDROOM #2 -� ROOM I�15�ftL i, F'�Q Mrc__ 5EC5 MIN. (F .5a. iN, OU 5ME iNr- 4, , \ ,� 114d BATH ' � OF c)W P � /Gilaul i 9 � -10 E -- FU - I I lz�' "WT ptw 3 I ORAGE Y. - t GARDEN GE 3a zq .g � I I t I II 1 d f L_ O W E R F L_ O O R P L_ A N ✓= 1 JfA11i11-011 Q0 W 1 N o r—I , O_ N � l 1ORIGINAL - ' 1 1 ' ii i UNDERLAYING y ' 1 ;f LAYER --IS FOR REFRENCE i Hill ONLY 11faf•faf•fa������f•faf•faf•faf•faf•faf•faf•faf•��������������� r1 EIETT FLOOR PLAN EXI_STING A101 SCALE: N.T.S. z r- Project Number: 2021.021 1= R C: E ■ ■ ■ ■ 10. G R a u P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 11� H W U rY Q � Q U J > = J 0 QO 2 W IY CD < = (.) Q UL LLI 0 Ir Lu W Ir ILL O v) z C/) J Q LU W ILL O �� ;- �/� VJ p Ir � T Z Cr Lu Z 0 CV z LD z LU "I't0w I� >_ W o U Seal: � �GISTER�' faNAl- 07/20/2021 Copyright © 2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: +�Isl.l 1 I l�lll le 1.114 Sheet Title: FIRST FLOOR PLAN - EXISTING ttflt•' r�lll� ,l l llw I I' u r.ti It Drawn: Drawing Number: .I II�J .Er,rxi Checked: EIIlo4 T A-11 O I' Date: 20 JULY 2021 Scale: PERMIT SET I'-- 5 18, dll LA& . or ~ `►�7 ! � C r rl I I° I 61 I °I ! A I f 11 l ° 1° r- . i4 - - -- --� I r' 1 1� - N � �°{ ° rl , ° r� " n--- - - - -- - - -- -- � r .iM t 1-0I 0 U ' "� -0 2r- dP 4• -� 4-7- 4-7 4-5 5-4 13 4'-4 $-�F -5`2 _ I � 'ryyl I- I DECK '` -+G•g �' nf�bl j i L li I j V I I r '2-L YP I Fly. �k `,/ j — GIN P�� �xo� [7 +lY �3"", I 'COVERED' PORCH 4 I I I� I , � r FA4i]LY MA$TER BEDROOM ° •-- --- I I MFr hlTt ��• . �' Ir'EF �E g ��,�A�.r1 d, SITTING DINING L. _— AEI- - T 41 $ LER1 Y PARLOR Ids f C� I.I r� 1 —J L - ! + [V _ -T 7 I loll tyt L ' ,p ,Nwep 1 Q -. - - - - -` ,r - f c� I1J P.0of 1 I UI�-� - - lot,f ` . � ` fi M. BATH 4` f 4 c� - - ' a G ENTRY _ _ {7 effNJ -rL7 C ti i'y,.• r`._ i/ '' F ' kf Yr ++1 i I +EV 1 I J t ,f 1 r - - - 6 — — -�-' --� KITCHENlow� FIK _ MUD 11, -- • i I y� 5 �I - -t! • l E i + A(� - ; - 4 IL �J3 _. _. _ iyl )i ► L �•{G f iU,NDERLAYINGIS FOR R -.FRE:.N :E - Ole 0 (N IF C) N ran-� i �. _ �. � � � _ _ • _ L A Irk 1 /41I'_ 1 l_011 a GARAGE y 4� c-} 4,_ . F E N u 160 J'A it �-I E GENERAL NOTES: i 11, ALL WORK TO BE JN CONFORMANCE WITH 1994 UBC 2. VENT ALL EXHALJST FANS, DRYER VENTS AND RANGES TO OUTSIDES. ' 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4, PROVIDE FIRE BLOCKING AT ALL PLUMBING AND I MECHANICAL PENETRATIONS, 5, ALL. SHOWER WALLS TO BE WATER PROOF TO MINIMUM 70" ABOVE DRAIN INLET, 6, SHOWER TO BE LIMITED TO MAXIMUM 3 G.P.M. i FLOV`I!, ' 7. ALL GLAZING WJTHIN 60" ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24" OF DOOR OR WITHIN 18" OFF THE FLOOR TO BE SAFETY GLASS, 9_ ALL SKYLIGHTS TO BE PER UBC SECTION 2409. MAIN LOWER TOTAL STORAGE GARAGE } I j 1 2656 SQ. FT. 1848 SQ. FT. 4504 SQ. FT. 752 SQ, FT. 809 SQ. FT. i I 1 SECOND ELOOv ,,y . AN EXISTING r A102 F1 is SCALE: N.T.S. z' l 5 *tiee*p*iRE T Project Number: 2021.021 1= R C: E ■ ■ ■ ■ ■ 11111 G R O U P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com Seal: RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT P. 0 w IE rz Q J J > = J 0Q a 2 wO O Ir UL z LLI 0 Ir Lu w Ir LL o v) z JQ o = W w LL O I— Ir_ T Z w z O 0 w z I� Q wo W U 07/20/2021 , . Copyright © 2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without " • Written Consent from Chase Marshall Architects Revisions: Sheet Title: SECOND FLOOR PLAN - EXISTING Drawn: Drawing Number: Checked: Date: 20 JULY 2021 0 2 Scale: PERMIT SET Project Number: 2021.021 1 d _C FAL t! Np ! MLTAL_ OA 1 'UNDERLAYING LAYER2! 1 IS FOR REFRENCE 1 ' ONLY 1 � 1 ' 1 ' 1 fa Illlllf• fa Illllllf• fa Illlllf• fa Illlllf• fa Illllllf• fa Illlllf• fa Illlllf• fa Illllllf• fa Illlllf• fa Illlllf• fa Illllllf• fa Illlllf• fa Illlllf• fa Illllllf• fa Illlllf• fa Illlllf• fa Illllllf• fa Illlllf• fa Illlllf• fa Illllllf• AIN FL_C>OFR FRAM1"G PLA" 1 f 4f!l ! _Ot! -AL-L- P- L 0012- E' 1Z► MJ "6_-7 TO I51 117/3" T-3112 r20 IC `I D.G. --r'(I'ICAi- (A•H.0 ,_)01 LOTS tg-> I ) i1 0-G• - TYf ICAq` 4 5 )OR ERAU H G J U STU E HTS S R �O R SE SHOWER S AREA iING NOTES: .L MULTIPLE JOISTS OR BEAMS MUST BE BOTH _LIED AND NAILED. _L HEADERS TO BE 4XIO DF NTUNLESS NOTED THERWISE. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE, SOLID BLOCK OR BRIDGE AT MIDSPAN OF ALL FLOOR JOISTS WITH SPANS GREATER THAN 10'-0* FLOOR JOISTS SHOULD BE SUPPORTED LATER- ALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD, j t�J�CATeS S[1ro40-lt..?uA, . 5F SGFSEb�JI.+� (� fb0— 5;t16A-F1J1 & Ufa r&art.,I i FIRST FLOOR PLAN EXISTING FRAMING SCALE: N.T.S. z RRC:E ■ ■ ■ ■ ■ ► G R O U P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 Cl) H U w U rY Q � Q U J > = J 0 Q 2 w Cn O Er w < U 0— Z W L rr ° Lu Ir LL O U� v) J Q z _C/) Cl) w LL � o 0 T Z O IY w w z CV w z LD z LU "'t0w I� W o >_ U Seal: 9P ,� 53571 0 W� Z�'GISTER_' 7aNAL 07/20/2021 Copyright © 2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: FIRST FLOOR PLAN - EXISTING FRAMINC Drawn: I Drawing Number: Checked: Date: 20 JULY 2021 A-101 A101 Scale: PERMIT SET Project Number: 2021.021 w a M 0 C) 44- fD,g�`r ii, s tf�rl s &A � -10 964A-1 TO TOP e-A RC>C>I` FRAr%A I NC3 P L..6HIV 1 /Alt_11_011 F1t C:" ­';! :fl �'A;� P� TGN m 7-' I r2 -r YF'lr�L_ rE�fA�l = Imo" TYP LCAL- JLL- rxx F TO 5E M rc:::,. TkUssf-s 6� � �� 6� .- TyL u.W-0. `T + PLAT e1 PF Q H;p s�R Al02 ORIGINAL NDERLAYING LA IS FOR REFREN( ONLY COLUMN FRAM NG D PACK -DO NOT OVE COLUMN D PACK OVE FRAM C DO NOT Roof FRAME NOTES, 1. ALL HEADERS TO HE 4X10 DF #'I UNLESS NOTED OTHERWISE. 2. ALL OTHER TRUSSES: ' SMALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFF CATIONS ON SITE FOR FRAME INSPECTION, SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PWOIL CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS M IN111lAUNI 22"X30" WITH MINIMUM 30" HEADROOM. 5. PROVIDE ATTIC VENTILATION PER UBC. ALL FRAMING TO COMPLY WITH UBC CHAPTER 23 NAIL SIZES AND SPACENG TO CONFORM TO UBC SEC- TION 2311.3 TABLE 23.1.Q AND SECTION 2311 BOLTS AND OTHER FASTENERS TO CONFORM TO UBC. SECTION! 2311.2 SECOND FLOOR PLAN EXISTING FRAMING SCALE: N.T.S. z RRC:E ■ ■ ■ ■ ■ ■ G R O U P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com 1 1 1 1 1 1mmomimp RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT .. U Lu U rY Q Q J = J 0 Q 2 � 0 ErLU (D LU < (.) 0- zU wLu L Ir Er LL C/) z JQ o Cl)LU LL I— cn o � T z 0 6E LU z CD Lu LD Z I� LU w o U Seal: 9P ,� 53573 0 W� �GISTER�' 1dNAL 07/20/2021 Copyright © 2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: SECOND FLOOR PLAN - EXISTING FRAMING Drawn: I Drawing Number: Checked: Date: 20 JULY 2021 A-1 04 Scale: PERMIT SET Project Number: 2021.021 LQ WER EL—C3OFR El—E -IF FZICAL PL N 1 f 411=1 1_01f a M m M 0 C) FIRST FLOOR PLAN A105 EXISTING REELECTED CEDING SCALE: N.T.S. I=RC:E ■ ■ ■ ■ ► G R a u P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 Cl) U w U rY Q � Q U J > = J 0 Q 2 w Cn O Er w < U 0- Z W L rr ° Lu Ir ILL O U� v) J Q z Cl) w ILL ° cn o � T z 0 Cr w Z CV z LD Z LU ,'1-0w I� W o >_ U Seal: �rrrr 9P ,� 53573 0 W� 7aNAL 07/20/2021 Copyright © 2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: FIRST FLOOR PLAN - EXISTING Drawn: Drawing Number: Checked: A-1Date: 20 JULY 2021 0 5 Scale: PERMIT SET Project Number: 2021.021 YI -an WF I r WP r 1 { t 1 f I � - Tr� [�b111_ 4 d \ I ��r 1 ---- -- - � Imo. � _ _ _ _ � ---- 6F - �- -- ---- r - -. • - -V 0 X31F +rw I - - _ - - - � I t I 1 +J I I� f I` 1 MALI FLC)C>Ft FEE LFEE CTFR IC L PLAN 1 1 /411=1,_011 l 4 �k 1 I 11-1 0 EPAG[7llCTICPI •� OF THWESE FUMEY • (i ANY �+EJIH5 ?5 PRO�kEITEQ Fi.��Ai LAYt. tiiOL,tT10N5 ± ►k?�P�N;Fi1�lE6YF:!1CSllP ofOu ncii —� irg�-d� En s I Z (�} � ' TO SiaaJ�oo PER OFfEMSE � � Ski TFE MWI`rER TO i 40,08TAIN LEGM C S Ili it 111E !SPl,W ,*+ Q "GAS , SECOND FLOOR PLAN EXISTING REELECTED CEDING SCALE: N.T.S. Z I=FICE G R a u P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT II { t 1 f I � - Tr� [�b111_ 4 d \ I ��r 1 ---- -- - � Imo. � _ _ _ _ � ---- 6F - �- -- ---- r - -. • - -V 0 X31F +rw I - - _ - - - � I t I 1 +J I I� f I` 1 MALI FLC)C>Ft FEE LFEE CTFR IC L PLAN 1 1 /411=1,_011 l 4 �k 1 I 11-1 0 EPAG[7llCTICPI •� OF THWESE FUMEY • (i ANY �+EJIH5 ?5 PRO�kEITEQ Fi.��Ai LAYt. tiiOL,tT10N5 ± ►k?�P�N;Fi1�lE6YF:!1CSllP ofOu ncii —� irg�-d� En s I Z (�} � ' TO SiaaJ�oo PER OFfEMSE � � Ski TFE MWI`rER TO i 40,08TAIN LEGM C S Ili it 111E !SPl,W ,*+ Q "GAS , SECOND FLOOR PLAN EXISTING REELECTED CEDING SCALE: N.T.S. Z I=FICE G R a u P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT II w U rY Q J = J ¢ 2 LU o lz 2 ¢ UL z W 0 IY ° Lu Ir ILL O C/) z U� J Q Cl) LU ILL � Q Ir � T z LU z 0 CV Lu z z LU "'t I� w>_ W In U Seal: �A� 9P ,� 53573 0 W� 7aNAL 07/20/2021 Copyright © 2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: SECOND FLOOR PLAN - EXISTING REFLECTED CEILING Drawn: Drawing Number: Checked: A-1Date: 20 JULY 2021 0 0 Scale: PERMIT SET r rf I h �4 --- — \�l rtx� \L t �I� 141 4.11 r h OFFICE 103 C EXIST OFFICE a. I� 'Ill' )0' ru N �G_ 110 I u AI L I, �81 a( ! f qqrl p cK C-ANrr LIKU-- A135vE�- N I �I I II PT. CoxCralr P05T W9AP'PEE) -rD 1'A" 1.8 1, - C-O L-U M ! J - TY P I C_AaL (I ) IPL-ACE5 - --- 18r01+- I Il r If f n I ri I n 1 PATIO is sp �x 26 RFFCREATION I G� ,4 Uae BAR 104 C 1 EXIST STAIR 02 c ST qT O 10 E EXI 4 � 8"I EXIST = I II I 11 122'-10" 1 II CLOSET 11� E EXIST BEDROOM #3 BEDROOM #2 ! _ 00 R/ f'� OREATION - BEDROOM 2 CLOSET BEDROOM 3 �J�,J EXIST EXIST EXIST �j� EXIST 1�45TAi_ F MFC 5PFC-5 � MI1"I. Cp SQ !N oursl�� AID I Q 8'-8"ol . ol 1 7 3/8" 2'-9 1 /2" _6 G.�.LIr� CL�2r✓ 2 2 BATHROOM ' -T-U 118 STORAGE 106 C EXIST - S;I-ORAGE I 55'-2" I �-- \ 11 D 8 ST X GAR E �... �r EI 6'-4 1 /4" / \ 5'-5 3/4" J • i II 78'_ 110„ rr L_ C) HIV E FZ F= LO O FA P LA N 1 / 11_ 1 1 —011 CD � I 00 --- — — A � IiY r"�''tril.L,;�Yf,.�'•,ti.4�l;JHS P i.� � Ar•ZE P� ySF11F� �_ 1"' � ;":EG UP � 9iu1 t L)-ji Hers z i tJ3':M�✓.'�'E,Z .fEtt�S� � GA:: U S7WR TO j 4�7 { 1 ` ' %. �rjTr;•':.I SAL f rP i ,.�`C �.% •* •YT71,,,'1�y 1ORIGINAL iUNDERLAYING LAYERi IS FOR REFRENCE ONLY 1 - 1 ' 00 CV GENERAL NOTES 1. SEE A-800 FOR PARTITION TYPES. 2. SEE A800 FOR DOOR SCHEDULE. 3. ALL INTERIOR AND EXTERIOR DIMENSIONS ARE TO FINISH EDGE. 4. ALL DIMENSIONS TO DOORS ARE TO EDGE OF DOOR FRAME. 5. ALL EXISTING DIMENSIONS SHOWN ARE PLUS OR MINUS AND SHOULD BE VERIFIED, IF NECESSARY, ON THE PROJECT SITE. EXISTING WALL TO REMAIN EXISTING TO BE REMOVED NEW WALL 003 NEW CONSTRUCTION PARTITION TYPE CLARIFICATION OF REFERENCE DESIGNATIONS PERTAINING TO DEMOLITION ( 1 REMOVE EXISTING WALL '� 22 REMOVE EXISTING PLUMBING FIXTURE �T_ REMOVE EXISTING DOOR AND FRAME REMOVE EXISTING FLOOR, SUBFLOOR AND FLOOR �\ JOISTS —SEE STRUCTURAL FRAMING PLANS ( 5 REMOVE CEILING OREMOVE EXISTING CASEWORK, COUNTERTOPS AND FIXTURES D7 REMOVE EXISTING FIREPLACE BOX. ORELOCATE DOOR AND FRAME &_ RELOCATE AV EQUIPMENT 1. ALL DIMENSIONS VERIFY IN FIELD. -c' 1 FIRST FLOOR PLAN DEMOLITION A112 A101 SCALE: 1 /4" — 1'-0" z Project Number: 2021.021 1= R C: E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1111111 G R D U P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com Seal: RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT r-A 0 I- w U Q J a J > 2 J 02 a 2 w 0 "- CD Q U� z W 0 ° w C� 0 O C/) z J O LU w ILL o � Q 0) r z � w Z O O _ CV w (D Z J I� C) w W o U 9P ,� 53573 0 W� � �GISTER�' ��1dNAL ��G 07/20/2021 Copyright © 2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: FIRST FLOOR PLAN -DEMOLITION Drawn: Drawing Number: Checked: Date: 20 JULY 2021 0 Scale: PERMIT SET GENERAL NOTES Project Number: 2021.021 VANITY/STONE -OFCI PLUMBING JRES— OFCI RELOACTED HI/LO VENTS LL —I U I OD —L 78'-0" CD 00 FINISH SCHEDULE KEY FLOOR BASE WALLS CEILING REMARKS EXISTING NEW EXISTING NEW EXISTING NEW EXISTING NEW CARPET A CERAMIC TILE T&G WOOD EXISTING TO REMAIN MATCH EXISTING GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD MATCH EXISTING PAPERLESS GYPSUM BOARD ELEC HEATED FLOORS IN PRIMARY CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE GYPSUM BOARD TO BE REMOVED 3CM STONE (PRIMARY BATHROOM ONLY) GYPSUM BOARD MATCH EXISTING BATHROOM AND SHOWER. SWITCHED CERAMIC TILE SEPARATELY. STAIR TO BE PREPARED FOR STAIN CARPET VINYL EXITING TO REMAIN EXISTING TO REMAIN GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD TO MATCH FLOOR AND NEW CERAMIC TILE CARPET AT STAIR CARPET ' TREADS rl 2 LAYERS 1 /2 GYPSUM AT THE EXPOSED CONCRETE EXISTING TO REMAIN RUBBER BASE EXISTING TO REMAIN GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD CEILING ROOMS 109,1 10,1 12,1414,1 15 CARPET CARPET EXISTING TO REMAIN EXISTING TO REMAIN GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD WINE ROOM: WALLS AND CEILING CERAMIC TILE WOOD WOOD/MATCH EXISTIN GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD TO BE INSULATED WITH CD POLYURETHANE SPRAY FOAM POLYURETHANE 00 N 1. SEE A-800 FOR PARTITION TYPES. 2. SEE A800 FOR DOOR SCHEDULE. 3. SEE A800 FOR FINISH SCHEDULE. 4. ALL INTERIOR AND EXTERIOR DIMENSIONS ARE TO FINISH EDGE. 5. ALL DIMENSIONS TO DOORS ARE TO EDGE OF DOOR FRAME. 6. ALL EXISTING DIMENSIONS SHOWN ARE PLUS OR MINUS AND SHOULD BE VERIFIED, IF NECESSARY, ON THE PROJECT SITE. 7. EXISTING TO REMAIN DOORS ARE NOT SCHEDULED 8. UNLESS OTHERWISE NOTED: ALL NEW DOOR TO MATCH EXISTING SEE A800 9. PATCH AND REPLACE ALL VAPOR BARRIER AT ANY INTERIOR SURFACE REMOVAL AT EXTERIOR WALLS LEGEND: EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED NEW WALL 003 < NEW CONSTRUCTION PARTITION TYPE 1 FIRST FLOOR PLAN A112 SCALE: 1 /4" — 1'-0" PACE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ G R D U P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com Seal: RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT .. 1-- 0 W U rY Q —J a U J = J a 2 W 0 0 O "- W U Z W rr ° w C� LL O v) z J Q o _ LU W LL 0rr' r) c� r Z 0 W W z _ N � W cD Z J ,'I- I� W w o U 07/2 1 Copyright © 2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: FIRST FLOOR PLAN Drawn: Drawing Number: Checked: Date: 20 JULY 2021 A-1 12 Scale: PERMIT SET IaCIVCrV1L IVV I CJ Project Number: 2021.021 FINISH SCHEDULE KEY FLOOR BASE WALLS CEILING REMARKS EXISTING NEW EXISTING NEW EXISTING NEW EXISTING NEW CARPET A CERAMIC TILE T&G WOOD EXISTING TO REMAIN MATCH EXISTING GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD MATCH EXISTING PAPERLESS GYPSUM BOARD ELEC HEATED FLOORS IN PRIMARY B CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE GYPSUM BOARD TO BE REMOVED 3CM STONE (PRIMARY BATHROOM ONLY) GYPSUM BOARD MATCH EXISTING BATHROOM AND SHOWER. SWITCHED CERAMIC TILE SEPARATELY. STAIR TO BE PREPARED FOR STAIN C CARPET VINYL EXITING TO REMAIN EXISTING TO REMAIN GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD TO MATCH FLOOR AND NEW CERAMIC TILE CARPET AT STAIR CARPET TREADS 2 LAYERS 1/2 GYPSUM AT THE D EXPOSED CONCRETE EXISTING TO REMAIN RUBBER BASE EXISTING TO REMAIN GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD CEILING ROOMS 109,1 10,1 12,1414,1 15 E CARPET CARPET EXISTING TO REMAIN EXISTING TO REMAIN GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD WINE ROOM: WALLS AND CEILING rE CARPET CERAMIC TILE WOOD WOOD/MATCH EXISTINC GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD TO BE INSULATED WITH POLYURETHANE SPRAY FOAM 1. SEE A-800 FOR PARTITION TYPES. 2. SEE A-800 FOR DOOR SCHEDULE. 3. SEE A-800 FOR FINISH SCHEDULE. 4. ALL INTERIOR AND EXTERIOR DIMENSIONS ARE TO FINISH EDGE. 5. ALL DIMENSIONS TO DOORS ARE TO EDGE OF DOOR FRAM E. 6. ALL EXISTING DIMENSIONS SHOWN ARE PLUS OR MINUS AND SHOULD BE VERIFIED, IF NECESSARY, ON THE PROJECT SITE. 7. EXISTING TO REMAIN DOORS ARE NOT SCHEDULED 8. UNLESS OTHERWISE NOTED: ALL NEW DOOR TO MATCH EXISTING SEE A-800 9. PATCH AND REPLACE ALL VAPOR BARRIER AT ANY INTERIOR SURFACE REMOVAL AT EXTERIOR WALLS LEGEND: EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED NEW WALL 003 NEW CONSTRUCTION PARTITION TYPE �Pi SECOND FLOOR PLAN113 SCALE: 1 /4" = 1'-0" RRC:E ■ ■ ■ ■ ■ ■ ■ ■ 101 G R D U P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com Seal: RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT .. 1-- 0 w 2 U Q Q U J r 0 121� J it =) Q 2", w 0 O w U Z W LU w 0 O C+ z Cl) J Q O W w LL \� W 0 0- \ T Z O � w w Z C3 CV W cD Z J I'--- LU w in U 07/2 1 Copyright © 2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: SECOND FLOOR PLAN Drawn: Drawing Number: Checked: Date: 20 JULY 2021 A-113 PERMIT SET NOTES Project Number: 2021.021 a 7 r 00 M N N CV C) N 78'-0' DD —L E > A1121A114 00 i LD CD 00 FIRST FLOOR PLAN 00 N 1. SMOKE DETECTORS TO BE INSTALLED AS PER LOCAL CODE REQUIREMENTS AND AS REQUIRED BY SEC R314.3 IRC 2018ED. — ELECTRICIAN TO LOCATE UNITS IN FIELD WITH ARCHITECT AND OWNER. 2. REMOVE AND REPLACE ALL 6" DOWNLIGHTS AND TRIMS WITH 2700 K DIMMABLE LED LAMPS. 3. ALL LIGHTS ON DIMMERS 4. AFCI IN ALL BEDROOMS 5. GFCI OUTLETS IN ALL WET LOCATIONS 5. ALL OUTLETS AND SWITCHES IN SHEETROCK WALLS TO BE WHITE DEVICES WITH WHITE COVER PLATES 6. ALL NEW DOWNLIGHTS 2700 K DIMMABLE 4" LED 7. REPLACE ALL 110 SMOKE DETECTORS IN EXISTING LOCATIONS CLARIFICATION OF SYMBOLS - REFLECTED CEILING PLAN 0 4" INTERIOR ROUND RECESSED DOWNLIGHT 0 4" INTERIOR DIRECTIONAL ROUND RECESSED DOWNLIGHT EXHAUST FAN © 4" ROUND RECESSED DOWNLIGHT — WET LOCATION OD OP— CEILING FAN — SPEED OCONTROL SWITCH TYP. 0 SURFACE MOUNTED PENDANT z SUPPLY AIR GRILL RETURN AIR GRILL LED STRIP VANITY FIXTURE 3 WAY DIMMER SWITCH 3 DIMMER SWITCH FAN SPEED SWITCH F WALL MOUNTED DUPLEX OUTLET (1 10) (� WALL OUTLET AT HIGH TMH ELEVATION ABOVE COUNTERTOP TO BE GFI POWER M CONNECTION/MECHANICAL GROUND FAULT 4GFI INDICATOR AT WET AREAS WALL OUTLET ELEVATION B BELOW COUNTERTOP A CABLE LINE REELECTED CEUNC/POWER SCALE: 1 /4" = 1'-0" 1= R C: E ■ ■ ■ ■ ■ ■ G R O U P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com Seal: RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT .. U w U Q � a U J = Cn J a_ Q 2 w Cl) O Iz (D w a_ ZU W L Ir LU w `L C+ Z Cl) J Q O Z Cn w LL � VJ 0 a_ 0) T 7 L � w w Z CD O CV w z Z J I� w W o U 07/2 1 Copyright © 2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: FIRST FLOOR PLAN REFLECTED CELING/POWER Drawn: Drawing Number: Checked: Date: 20 JULY 2021 A-1 14 PERMIT SET NOTES Project Number: 2021.021 L 7 r M CV CV CV CV C) CV 1. SMOKE DETECTORS TO BE INSTALLED AS PER LOCAL CODE REQUIREMENTS AND AS REQUIRED BY SEC R314.3 IRC 2018ED. — ELECTRICIAN TO LOCATE UNITS IN FIELD WITH ARCHITECT AND OWNER. 2. REMOVE AND REPLACE ALL 6" DOWNLIGHTS AND TRIMS WITH 2700 K DIMMABLE LED LAMPS. 3. ALL LIGHTS ON DIMMERS 4. AFCI IN ALL BEDROOMS 5. GFCI OUTLETS IN ALL WET LOCATIONS 5. ALL OUTLETS AND SWITCHES IN SHEETROCK WALLS TO BE WHITE DEVICES WITH WHITE COVER PLATES 6. ALL NEW DOWNLIGHTS 2700 K DIMMABLE 4" LED 7. REPLACE ALL 110 SMOKE DETECTORS IN EXISTING LOCATIONS CLARIFICATION OF SYMBOLS - REFLECTED CEILING PLAN 0 4" INTERIOR ROUND RECESSED DOWNLIGHT 4" INTERIOR DIRECTIONAL ROUND RECESSED DOWNLIGHT EXHAUST FAN © 4" ROUND RECESSED DOWNLIGHT — WET LOCATION OD — CEILING FAN — SPEED OOP CONTROL SWITCH TYP. 0 SURFACE MOUNTED PENDANT SUPPLY AIR GRILL RETURN AIR GRILL LED STRIP VANITY FIXTURE 3 3 WAY DIMMER SWITCH DIMMER SWITCH FAN SPEED SWITCH F WALL MOUNTED DUPLEX OUTLET (1 10) (� WALL OUTLET AT HIGH TMH ELEVATION ABOVE COUNTERTOP TO BE GFI POWER M CONNECTION/MECHANICAL 4GFI GROUND FAULT INDICATOR AT WET AREAS WALL OUTLET ELEVATION B BELOW COUNTERTOP A CABLE LINE SECOND FLOOR PLAN -REFLECTED CEU N C /POWER A113 I A115 SCALE: 1 /4" = V-0" 1= R C: E ■ ■ ■ ■ ■ ■ G R O U P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com Seal: RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT .. U w U Q � a U J = Cn J a_ Q 2 w Cl) O Iz (D w a_ ZU W L Ir LU w `L C+ Z Cl) J Q O Z Cn w LL � VJ a_ T 7 L O � w w Z CD CV w z Z J I� W w o U 07/2 1 Copyright © 2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: SECOND FLOOR PLAN REFLECTED CELING/POWER Drawn: Drawing Number: Checked: Date: 20 JULY 2021 A-1 15 PERMIT SET IUMNIZZMAL INU I CJ Project Number: 2021.021 � V O N IM111111M 1. SEE A-800 FOR PARTITION TYPES. 2. SEE A-800 FOR DOOR SCHEDULE. 3. SEE A-800 FOR FINISH SCHEDULE. 4. ALL INTERIOR AND EXTERIOR DIMENSIONS ARE TO FINISH EDGE. 5. ALL DIMENSIONS TO DOORS ARE TO EDGE OF DOOR FRAM E. 6. ALL EXISTING DIMENSIONS SHOWN ARE PLUS OR MINUS AND SHOULD BE VERIFIED, IF NECESSARY, ON THE PROJECT SITE. 7. EXISTING TO REMAIN DOORS ARE NOT SCHEDULED 8. UNLESS OTHERWISE NOTED: ALL NEW DOOR TO MATCH EXISTING SEE A-800 9. PATCH AND REPLACE ALL VAPOR BARRIER AT ANY INTERIOR SURFACE REMOVAL AT EXTERIOR WALLS LEGEND: EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED NEW WALL 003 NEW CONSTRUCTION PARTITION TYPE FIRST FLOOR PLAN -ENLARGED SCALE: 1 /4" = 1'-0" u I=RCE ■ ■ ■ ■ ■ ■ ■ ■ 101 G R O U P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com Seal: RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z H U w U Q � a U J = C/) Ir J a_ Z:) Q 2 W Cl) O Iz W a_ ZU W L Ir LU w 0 O Cl) C+ J Q z O LU w LL 0 a_ 0) t� T Z O � I ww Z O CV w cD Z J I� LU w o > U 07/2 1 Copyright © 2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: FIRST FLOOR PLAN -ENLARGED Drawn: Drawing Number: Checked: Date: 20 JULY 2021 A-601 PERMIT SET Project Number: 2021.021 RRC:E ■ ■ ■ ■ ■ ■ ■ ■ ■ G R O U P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com Seal: RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U w U Q � a U J = C/) Ir J a_ Z:) Q 2 W Cl) O Iz W a_ ZU W L Ir LU w O 0 Cl) C+ J Q z O 0 > LU w LL a_ t� T Z O � ww Z O CV w cD Z J I� 0 W Cl) o > U 07/2 1 Copyright © 2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: SECOND FLOOR PLAN ENLARGED Drawn: Drawing Number: Checked: Date: 20 JULY 2021 A-602 PERMIT SET Q nn O O N 1 /2" --� 1/2" CEMENTITIOUS =_____ BACKER BOARD ------- MEMBRANE- ------- WATERPROOFING - LATICRETE WATERPROOFING =_____ MEMBRANE NO# 9235 ------ AS BASIS OF DESIGN ------ CERAMIC TILE ------- ------- MORTAR BED __ SLURRY CO AT BONDING ADHESIIVE7 11: 1 /2" ± 1 3/82) ------ STONE SETTING 3CM STONE WALL PANEL MEMBRANE WATERPROOFING ------ LATICRETE WATERPROOFING ------- ------- MEMBRANE NO# 9235 AS ------- ------- BASIS OF DESIGN =_____ 1 /2" CEMENTITIOUS ------ ------- BACKER BOARD------- ------ 3/4" TREATED ------- ------- PLYWOOD SHEATHING =_____ MORTAR BED SLURRY COAT ______ BONDING ADHESIVE ______ 1 /2" CEMENTITIOUS ------ BACKER BOARD ------ - - cn W Ch 1 /2" CEMENTITIOUS w LLJ BACKER BOARD RUBBER PAN UMEMBRANE om o � 3/4" TREATED 11 U PLYWOOD SHEATHING N \ \z NI 007 +I 11 ELEC 3 1 /2" 1 /2" 3 1 /2" HIGH DENSITY POLYURETHANE SPRAY INSULATION (WC 2) 1 /2" TYPE X GYPSUM BOARD WOOD BASE 2X4 WOOD STUD ELEVATION C-0" HEATED FLOOR ELEC 3 1/2" MAT 1 /2" 2X4 WOOD BLOCKING 24" O.C. 3 1 /2" HIGH DENSITY POLYURETHANE SPRAY INSULATION 1 /2" TYPE X GYPSUM BOARD WOOD BASE TO MATCH EXISTING ELEVATION C-0" 2X4 WOOD STUD -EXISTING 3/4" PLYWOOD SHEATHING HEATED FLOOR ELEC MAT EXISTING DBL TJ NEW 24" LVL SEE STRUCTURAL FRAMING �ERS 1 /2" TYPE X vl BOARD- 1 HR RATED AS C 722.6 YPE X GYPSUM 'LYWOOD ]ING AT ELEVATOR WOOD STUD 'IT 009-JAMB 11 1 /2" 1 /2" 3/4" WALNUT WOOD WALL PANEL TO MATCH CABINETS WOOD DOOR JAMB 3/4" WALNUT WOOD WALL PANEL TO MATCH CABINETS 1 /2" TYPE X GYPSUM BOARD 3/4" WALNUT WOOD WALL PANEL TO MATCH CABINETS ALUM WALL PANEL CLEAT 24" O.C. (MONARCH Z CLIP) 1 /2" TYPE X GYPSUM BOARD 4" WOOD BASE 2X4 WOOD STUD WOOD FLOOR REF FINISH SCHEDULE YPE X GYPSUM ' HIGH DENSITY ETHANE SPRAY PION (WC 2) BASE TO MATCH G DOD STUD FINISH REF FINISH SCHEDULE � KAME AND DOOR SCHEDULE = w NOTES: UNLESS OTHERWISE NOTED, ALL DOORS SHALL BE 1 3/4" THICK FLUSH WOOD ONLY NEW DOORS AND = RELOCATED DOORS ARE SCHEDULED EXISTING DOORS WIDTH MARKS ON THE FLOOR PLANS ARE FOR REF ONLY. FRAME OPENING MARK DESCRIPTION REMARKS WIDTH HEIGHT MATCH 106 4'-0" EXIST CLOSET DOUBLE DOOR 106A 4'-0" EXIST CLOSET DOUBLE DOOR 108 3'-0" EXIST EXTERIOR DOOR WITH FULL LIGHT WITH ALL PERIMETER SEALS 109 3' —0" EXIST MATCH EXIST DOOR RELOCATED WITH ALL PERIMETER SEALS 110 5-0" MATCH EXIST DBL DOOR 112 2'-8" MATCH EXIST EXTERIOR TYPE DOOR ELEV MACHINE ROOM 113 3'-0" MATCH EXIST ELEVATOR DOOR OPTIONAL DOOR KIT BY ELEVATOR MANUF. 114 5'-0" MATCH EXIST DBL DOOR 208 2,_0" MATCH EXIST SWING WOOD DOOR SMALL CLOSET 209 3,_0» MATCH CLEAR WALNUT TO MATCH WALL EXIST SWING WOOD DOOR PANELS/CABINETS 213 3'-0„ MATCH EXIST ELEVATOR DOOR OPTIONAL DOOR KIT BY ELEVATOR MANUF. 216 4,_8» MATCH EXIST DOUBLE DOOR RELOCATED DOUBLE DOOR 217 2'-10 MATCH EXIST SWING WOOD DOOR 219 3, _ 6» MATCH EXIST SWING WOOD DOOR PRIMARY BEDROOM ENTRY DOOR 003 11 j VARIES 1 /2„ L --____ EXISTING BACK OF __==== WALL/ SHEETROCK OR CONC. =__ 1 /2" TYPE X GYPSUM =_---= BOARD 3 1 /2" HIGH DENSITY ir ------ POLYURETHANE SPRAY INSULATION WOOD BASE TO MATCH ===== EXISTING VINYL FLOOR \/APIFC YPE X GYPSUM BASE TO MATCH G DID STUD TO EXISTING WALL I LJJI. FINISH REF FINISH SCHEDULE Project Number: 2021.021 RRC:E G R 0 U P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Seal: Ong W H w U Ir Q U J = � J � 0 2 w Ir O Q U < U Z W O W w LL O �+ z (� J Q o = W w LL O Q ^0- LL (C)z T 0 � w Z O CV � w � z J I� 0 W cn w o U 07/2 1 Copyright © 2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: SCHEDULES Drawn: Drawing Number: Checked: Date: 20 JULY 2021 A-800 PERMIT SET Project Number: 2021.021 5'-5 3/4" 3/4" MAX INSIDE FACE OF HOISTWAY TO DOOR SILL — ALL STOPS 2X CEILING FRAMING —ATTACH TO NEW SHAFT WALLS 1/2" GYP BOARD 2X10 BLOCKING — SEE PLAN 1/2" GYP BOARD 1/2" EXT SHEATHING (PLYWOOD ONLY) 2X FRAMING SEE PLAN 1/2 GYP BOARD —FINISHED. ELEV MANUF INTERIOR DOOR KIT WOOD BASE —MATCH EXISTING WALNUT ENG WOOD FLOOR EXISTING PLYWOOD SUBFLOOR 3X12 LVL— SEE PLANS O I 0 2X12 FUR DOWN/ ATTACH TO STU D WALL I I I I I I I I (2) LAYERS TYPE X GYP BOARD SHEATHING 2X10 BLOCKING — SEE PLAN 1/2" GYP BOARD 1/2" EXT SHEATHING (PLYWOOD ONLY) 2X FRAMING SEE PLAN 1/2 GYP BOARD o —FINISHED. o 00 ELEV MANUF INTERIOR DOOR KIT CEMENTITIOUS WATERPROOFING EXISTING CONIC 3 8„ SLAB S 101 i 8" 3 11/4" 21 1 /4" #3 DOWELS 16" O.C./ EPDXY INTO EXIST SLAB 12"— 2" MIN FROM TOP OF SLAB I _ = (4) NO. 4 BARS TOP AND _ III III=III BOTTOM WITH NO. 3 IIIII=I =III=I STIRRUPS © 24" O.C. III —I �I_I=1 1=1 �H�I I I I� 11=III=11 III 11=III=III=1 III I III —I f-111-1 -1 = 1=1 1=1 �I I '=1 I — — 11 111 111—_ = 1/2 DIA. ANCHOR BOLT f=1 — I I-11 I I —III —III III —III, III WITH WASHER 24„ O.C. 10 MIL VAPOR Q BARRIER 5'-0 1 /4" 4" OF 1/2" M CRUSHED STONE 66 NO. 3 REBAR 12" O.C. EA WAY 4000 PSI CONIC ELEV PIT N p 5" thick slab CV 0 1 CROSS SECTION THROUGH ELEV SHAFT � S101 S101 SCALE: 1/2" = 1'-0" 0. 1ORIGINAL � 1 ' 1 ' iUNDERLAYING LAYERi i IS FOR REFRENCE i i ! iONLY ' ELEVATOR WORKPOINT INTERSECTION OF EXISTING FRAMING —VERIFY ALIGNMENT WITH UPPER FLOOR PASSAGE /4" 11 FRAMING TO REMAIN >1 2'-7„ 1 ' 5 1 /4" - 2X 10 WITH 1/2" PLYWOOD EACH SIDE GLUED AND SCREWED 8" O.C. III - LOCATE ELEVATOR SHAFT WALL CENTER LINE OF EXISTING PSL i%s 2 2 „ S 1 1 8 SIMPSON TIE LVL HANGER TO EXISTING SIMPSON PSL LOCATE ELEVATOR STRONG TIE HU JOIST SHAFT WALL CENTER HANGER OF DBL TJI FRAMING 3" X 12" LVL WITH 3/4" PLYWOOD EACH L ' — SIDE LL t (2) 2x12 ON 2X6 WOOD f FRAMED WALL — ATTACH ENDS /// OF EXISTING TJI FLOOR JOISTS— SIMPSON STRONG TIE IUS SERIES HANGERS TYP. / 0 WEB STIFFENER FILLER BLOCK FOR SIMPSON STRONG TIE TOP MOUNT HANGER w � W of 0 3- O LL cn N Z o �o N j UJ X J W N W Of 3 3/4" 8" WOOD BASE —MATCH EXISTING VINYL FLOORING #3 DOWELS 16" O.C./ EPDXY INTO EXIST SLAB 8"— 2" MIN FROM TOP OF SLAB c °O — � = o —I� I I- FQ 3 1 /4" Ma Fli Rw-- a 1/2" GYP BOARD 1/2" EXT SHEATHING (PLYWOOD ONLY) 2X TREATED SILL PLATE 1/2 GYP BOARD —FINISHED. 1/2 DIA. ANCHOR BOLT WITH WASHER 24" O.C. CRYSTALLINE CEMENTITIOUS WATERPROOFING 5" thick slab 4000 PSI CONIC #3 REINF. BARS 12" O.C. EA. WAY (4) NO. 4 BARS TOP AND BOTTOM WITH NO. 3 STIRRUPS @ 24" O.C. 4" OF 1/2" CRUSHED STONE 10 MIL VAPOR BARRIER Tols,SECTIONFOUNDATION THROUGH ELEV PIT S11 SCALE: 3" = 1'-0" 3 X 24 LVL WITH 3/4" PLYWOOD EACH SIDE (—)2" (2) 2X12 SET UNDER EXISTING DBL TJI FRAMING. 1/2" PLYWOOD OVER TJI AND 2X1 � EACH SIDE. L 1. ALL IN GLUE 2. ALL F- OTHE 1 FIRST FLOOR PLAN 11tt�'__ 3. OLlC 5101 SCALE: 1/2" = 1'-0" Z 4. SOLIC RRC:E ■ ■ ■ ■ ■ ■ G R D U P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegrouplic.com RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Seal: .. 0 H U W 2 U Q Q U J > = 0 121� J lil =) 0O Q 2 LU IY CD Q U � ZU W 6 Ir LU W 0 O W Z Cl) J Q O ZD T W W IL 1 0 � 0) T 7 L � W W Z CD O CV W LD Z J I'--- W o U W go 07/20/2021 Copyright © 2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: FIRST FLOOR PLAN FRAMING Drawn: Drawing Number: Checked: Date: 20 JULY 2021 S101 PERMIT SET Project Number: 2021.021 75 a 00 rn -I -I CV O C) CV sYmemeTRY i sYmemeTRY i sYmemeTRY � sYmemeTRY Section 14205 - Bid Specifications Section 14205 - Bid Specifications Section 14205 - Bid Specifications Section 14205 - Bid Specifications Residential Elevator - 1:2 Roped Hydraulic Residential Elevator - 1:2 Roped Hydraulic Residential Elevator - 1:2 Roped Hydraulic Residential Elevator - 1:2 Roped Hydraulic • 3/4" finished or unfinished factory installed hardwood car flooring 2.05 Metal Finishes: 2.02 Mechanical Equipment Part 1 General • Factory flooring insert for 1/4" flooring by others Car Operating panel, Hall call stations & phone box are available in _brushed stainless steel Brushed Brass Black Mechanical Equipment and Drive :1:2 Roped Hydraulic 1.01 Scope . Buffer springs (requires minimum of 10" pit depth) _Vintage Bronze Powder coat. Standard finishes . Modular 5 1/4# T-rail structure The scope of this section of work is the provision of and installation - residential elevator and all the necessary equipment • Upper and lower final limits, in addition to Normal up and down limits Optional Finish selections: Stainless Steel Brass Rubbed brass. Custom finish • Car frame assembly: Cantilever required to fully complete the installation and coordinate between the other associated work required by other trades. The • Key switch for COP and hall stations _Polished —Polished —Nickel —Oil request • 208/230VAC, 6OHz,15 amp single phase power supply for motor controller equipment specifications are based on the Symmetry Elevating Solutions product design - Hydraulic 1:2 roped drive system with cantilever sling. • 750# car capacity • 120 VAC, 60Hz,15 amp single phase power supply for lighting 1.02 References Car Features: 2 3/8" 7x19 galvanized aircraft cable 14400# breaking strength) with wedge rope shackles • () g [ g gt) g P A. Elevator equipment shall be designed, manufactured, installed and maintained in compliance and accordance with the 3.01 Work By Others: - Cab • Cab size to 18 square feet • 80mm diameter piston / 102mm diameter cylinder incl. l"-3/4" reducer bushing following National and local Standards: Verify with local AHJ. The installation of the elevator and its' hardware is the responsibility of the Elevator Contractor. The installation and preparation of • 7'0" interior standard car hei ht;7'11' optional interior car height at "no charge"; Custom car heights to 9'0" io g P g g g • 208/230, 3 H.P. submersed motor with 2-speed valve assembly (1750RPM, 17FL Amps] - Manual down valve for emergency 1. American National Standards Institute - ANSI A117.1 3.ICC/IBC - International Building Code - Chapter 301. NFPA 70- a suitable hoistway, main power, door installation, pit construction and structural support are Work by Others Interior Car Wall styles lowering 1999 National Electrical Code - NEC Chapter 620" A. Hoistway shall be constructed from dimensional lumber, concrete or concrete block to support loads listed in the shop A. Flat veneer interior walls with matching ceiling and Matching wood car sill • Screw Pump (300 micron screen) 2. American Society of Mechanical Engineers - ASME A17.1 Part 5.3 Private Residence Elevators drawings with elevator rail reaction and pit loading consideration by others. The hoistway must be plumb and square within B. Shaker style interior walls with matching ceiling and Matching wood car sill . Positive pressure switch 3. ICC / IBC - International Building Codes A117.1 1/4" top to bottom and side to side. C. Inset style interior walls with matching ceiling and Matching wood car sill *Code compliant electrical disconnects included 4. NFPA 70-1999 National Electrical Code - NEC B. All structural member locations in the hoistway walls are per the manufacturer's shop drawings. D. Raised style interior walls with matching ceiling and Matching wood car sill 1.03 Quality Assurance C. Door centerlines are listed on the shop drawings and are NOT the Center of the hoistway. E. Custom design interior wall panels, ceiling & sill 2.03 Safety Devices: A. Elevator equipment shall be designed and tested to meet or exceed the above standards and provide the following D. Main power from the main breaker panel to the elevator location shown in the shop drawings is "by others". Equipment (Select one style interior wall panel from above.] • Slackrope safety device specific components. All load ratings and safety factors shall meet or exceed those specified by local AHJ and be certified by disconnects are included with the controller. • Unfinished plywood floor with sill set for 3/4" [flooring by others] •Rupture valve (type "C" safety) an independent professional engineer. E. Installation of a live phone line and outlet to the elevator location, as shown on the shop drawings, is work "by others". • Motor ll l l controller supply disconnect (located in controller) B. Elevator Installer/ contractor shall be certified to install the equipment by the Manufacturer and have the appropriate F. Machine Space of approx. 4'x5' (or as required by local AHJ) shall be provided on a lower floor to contain the controller and Custom flooring • 2 energy saving recessed with black trim rings • Car light supply disconnect (located in controller] Local, State or National certifications to install this specific style of equipment. A minimum of 10 years industry experience is required to perform this type work including product and public liability insurance. Copies of current pump unit. The requirements for this room will be shown on the shop drawings and coordinated with the various trades prior to fabrication. See shop drawings for layout) P ( P g 4 ) • 7'0" vinyl accordion gate (light oak, dark oak, white, or antique white) • Pit stop switch Certificates of Insurance shall be provided with the contract prior to the start of work. G. Compact machines aces as allowed b local AHJ to conform with manufacturers layout. See shop drawings for P P 4 P 4 ( P g Optional Real hard wood veneer accordion gate panels Choose from sample kit. • Car top stop switch C. Elevator Inspection shall be performed prior to turn over to owner. Inspection shall be performed by the local AHJ or a competent person trained to perform this type inspection to comply with AMSE A17.2 as it relates to part 5.3 Private layout] All accordion gates except white have bronze hardware. • In -car emergency stop switch and alarm Residence Elevators. H. Pre -wire in the walls shall be coordinated with the builder prior to wall construction and drywall installation. White gates have aluminum hardware. • Safety switch for car gate(s) 1.04 Warranty • Battery backup emergency car lights and alarm A. The Manufacturer shall warranty component parts of the Symmetry Elevating Solutions equipment for a period of three (3) End of Section 2.07 Optional Features' • Electromechanical hoistway door interlocks (doors by others) years from completion of elevator installation. (Submit Warranty details with Owners Manual) • Inset panel car with matching ceiling * Uninterruptible Power Supply- (UPS) for car lowering and automatic gate operation (if auto gate operator provided) in the case B. A qualified Maintenance Program, complying with the manufacturer's recommended maintenance schedule, is required • Raised panel car with matching ceiling of power failure (to allow emergency lower of cab in case of main power supply) during the three(3) year period in order to maintain the warranty. • 4 recessed LED lights with black trim rings 2.04 Controls: 2.01 Product • Factory finished car wall panels Stain# Finish • Programmable Logic Controller (PLC) General: • COP with integrated phone box • Non -selective collective automatic operation . Travel: Maximum of 50' (minimum 12" between stops) Actual travel: feet inches • Custom wood interiors • Self Diagnostic System with digital display (at each landing and in car) • Speed: 40 FPM • Custom factory finishes (antiqued, distressed, &crackle) • Car Operating Panel (COP) with LED floor position indicator- Finishes see section 2.05 • Load Capacity: 950# (up to 50' of travel] • Green material alternatives and finishes for car interiors • Hall stations with call button and car arrival indicator. - Finishes see section 2.05 • Overhead: Minimum of 8' (96") • Scissor gate • Recessed phone box in same finish above (phone jack included) - Finishes see section 2.05 • Pit depth: 6" minimum • Hardwood veneer accordion gate • Automatic car lighting • Floors Served 23456 • Clear panel accordion gate All panels 3 center panels • Single floor designated car homing • Cab entrance Single opening Opposite openings 90 degree/ Adjacent openings • Autogate operator (available for use with accordion gate only) • Low oil run timer • Three year limited parts warranty SymmetryElevator.com 1 877-375-1428 ® Symmetrt►Elevator.com 1 877-375-1428 m SymmetryElevator.com 1 877-375-1428 ® Symmetrt►Elevator.com 1 877-375-1428 ,&, 1W symmeT!Zye Typical Machine Room Layouts Hydraulic Drive - Standard Machine Room 48 208/230-30 AMP SERVICE 115-15 AMP SERVICE TRAVEL CABLE TELEPHONE & 1/2"-3/4" PLYWOOD CONNECTION 71 HOISTWAY WIRING BACKING BEHIND DRYWALL MAIN 7 CONTROL BOX SEE NOTE 2 Q Ali g p HYDRAULIC I \ I POWER yUNIT 1 LIGHT SWITCH & DUPLEX LIGHT RECEPTACLE WOMEMMAIN HYDRAULIC / CONTROL BOX 18"H X 18"W X 10"D a'—o" MIN. SELF CLOSING, HYDRAULIC POWER UNIT SELF LOCKING, 332"H X 244"W X 1243"D ACCESS DOOR 208/230VAC, 30 AMP, Single Phase (3 Wire Dedicated Circuit) *Feeding breaker must not be a G.F.I. Car Light Disconnect (Fusible and Lockable) Motor Controller Disconnect (Fusible and Lockable) 7 Telephone Service For Elevator J 115VAC,15 AMP, Dedicated Single Phase *Feeding breaker must not be a G.F.I. NOTES: 1) THE ELEVATOR MACHINE ROOM LOCATION AND LAYOUT MUST MEET CODE REQUIREMENTS DEFINED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 2) 30" WIDE x 36" DEEP CLEAR WORKING SPACE REQUIRED IN FRONT OF THE MAIN CONTROL BOX BY NEC. 3) LIGHT SWITCH TO BE LOCATED ON THE STRIKE SIDE OF THE MACHINE ROOM DOOR. 4) THE HYDRAULIC POWER UNIT SHOULD BE LOCATED WITHIN 40' FROM THE CYLINDER. 5) MAXIMUM 360 DEGREES IN HARD PIPE BENDS. SymmetryElevator.com 1 877-375-1428 symemeT!ZyeLvaTin 1 1 1W 10" ,&, i 3" MAX* (INSIDE FACE OF HOISTWAY DOOR TO SILL) .5"-1.5"* RUN CLR (SILL TO SILL) *Dimensions are required by ASME A17.1 Bac CENTERLINE OF RAIL BACKING T11" 8'11"(107") 9'11"(119") Car Height Remote Controller Controller in Hoistway (Hydraulic&IGD) (Hydraulic&IGD) (IGDOnIy) 7'0" 8'0"(96") 9'0"(108") symmeT!Zye Typical Hoistway Construction Construction E Rail Backing Details Typical Hoistway Construction Details Subfloor Typical Rail Backing Construction Floor Joists 12" vertical screw spacing and 2" from each side off 2x10 centerline Construction Details of Rail Backing: • Laminate (2) 2x10's and (2) 2x4's using wood glue and #8x2-3/4" screws. • All joints must be staggeretl RECOMMENDED: Dr all For superior structural and acoustic performance,1/2" plywood is recommended Ll underneath the drywall on the rail wall T-RAIL REACTIONS 950# Allow for • R1=190 7 •a drywall O• i ('' .,yam' I; R2=350 thickness Rail Pit wall (pitflush Backing hoistway) FOR FIRE RATING REQUIREMENTS - Centerline / . PIT FLOOR DEPTH = CHECK LOCAL JURISDICTION Pit floor a 6" minimum required (8" preferred) • a PIT FLOOR LOADS Impact Load 4000 Ibs Static Load 2400lbs (950# Capacity) CENTERLINE OF RAIL BACKING Drywall 1 (shown cutaway) t1 • •Laminate (2) 2x10's and (2) 2x4's using wood glue and #8x2-3/4" screws. • •All joints must be staggered. � •For span exceeding 10' max of • � travel contact your Symmetry _o elevator contractor. 's SymmetryElevator.com 1877-375-1428 I=FICE111MIl G R a lJ P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegroupllc.com2 ", 0 < C/) Seal: RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Q � U Q J = J Q O W (D W U � Z W w O C/) z J Q o w W c� ° � z w T O � Z w C3 Z N � � J � 0 wo � I� W U 07/20/2021 Copyright ©2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: ELEVATOR BASIS OF DESIGN CUTSHEETS Drawn: Drawing Number: Checked: Date: 20 JULY 2021 S102 PERMIT SET 1W 10" ,&, i 3" MAX* (INSIDE FACE OF HOISTWAY DOOR TO SILL) .5"-1.5"* RUN CLR (SILL TO SILL) *Dimensions are required by ASME A17.1 Bac CENTERLINE OF RAIL BACKING T11" 8'11"(107") 9'11"(119") Car Height Remote Controller Controller in Hoistway (Hydraulic&IGD) (Hydraulic&IGD) (IGDOnIy) 7'0" 8'0"(96") 9'0"(108") symmeT!Zye Typical Hoistway Construction Construction E Rail Backing Details Typical Hoistway Construction Details Subfloor Typical Rail Backing Construction Floor Joists 12" vertical screw spacing and 2" from each side off 2x10 centerline Construction Details of Rail Backing: • Laminate (2) 2x10's and (2) 2x4's using wood glue and #8x2-3/4" screws. • All joints must be staggeretl RECOMMENDED: Dr all For superior structural and acoustic performance,1/2" plywood is recommended Ll underneath the drywall on the rail wall T-RAIL REACTIONS 950# Allow for • R1=190 7 •a drywall O• i ('' .,yam' I; R2=350 thickness Rail Pit wall (pitflush Backing hoistway) FOR FIRE RATING REQUIREMENTS - Centerline / . PIT FLOOR DEPTH = CHECK LOCAL JURISDICTION Pit floor a 6" minimum required (8" preferred) • a PIT FLOOR LOADS Impact Load 4000 Ibs Static Load 2400lbs (950# Capacity) CENTERLINE OF RAIL BACKING Drywall 1 (shown cutaway) t1 • •Laminate (2) 2x10's and (2) 2x4's using wood glue and #8x2-3/4" screws. • •All joints must be staggered. � •For span exceeding 10' max of • � travel contact your Symmetry _o elevator contractor. 's SymmetryElevator.com 1877-375-1428 I=FICE111MIl G R a lJ P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegroupllc.com2 ", 0 < C/) Seal: RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Q � U Q J = J Q O W (D W U � Z W w O C/) z J Q o w W c� ° � z w T O � Z w C3 Z N � � J � 0 wo � I� W U 07/20/2021 Copyright ©2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: ELEVATOR BASIS OF DESIGN CUTSHEETS Drawn: Drawing Number: Checked: Date: 20 JULY 2021 S102 PERMIT SET T11" 8'11"(107") 9'11"(119") Car Height Remote Controller Controller in Hoistway (Hydraulic&IGD) (Hydraulic&IGD) (IGDOnIy) 7'0" 8'0"(96") 9'0"(108") symmeT!Zye Typical Hoistway Construction Construction E Rail Backing Details Typical Hoistway Construction Details Subfloor Typical Rail Backing Construction Floor Joists 12" vertical screw spacing and 2" from each side off 2x10 centerline Construction Details of Rail Backing: • Laminate (2) 2x10's and (2) 2x4's using wood glue and #8x2-3/4" screws. • All joints must be staggeretl RECOMMENDED: Dr all For superior structural and acoustic performance,1/2" plywood is recommended Ll underneath the drywall on the rail wall T-RAIL REACTIONS 950# Allow for • R1=190 7 •a drywall O• i ('' .,yam' I; R2=350 thickness Rail Pit wall (pitflush Backing hoistway) FOR FIRE RATING REQUIREMENTS - Centerline / . PIT FLOOR DEPTH = CHECK LOCAL JURISDICTION Pit floor a 6" minimum required (8" preferred) • a PIT FLOOR LOADS Impact Load 4000 Ibs Static Load 2400lbs (950# Capacity) CENTERLINE OF RAIL BACKING Drywall 1 (shown cutaway) t1 • •Laminate (2) 2x10's and (2) 2x4's using wood glue and #8x2-3/4" screws. • •All joints must be staggered. � •For span exceeding 10' max of • � travel contact your Symmetry _o elevator contractor. 's SymmetryElevator.com 1877-375-1428 I=FICE111MIl G R a lJ P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegroupllc.com2 ", 0 < C/) Seal: RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Q � U Q J = J Q O W (D W U � Z W w O C/) z J Q o w W c� ° � z w T O � Z w C3 Z N � � J � 0 wo � I� W U 07/20/2021 Copyright ©2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: ELEVATOR BASIS OF DESIGN CUTSHEETS Drawn: Drawing Number: Checked: Date: 20 JULY 2021 S102 PERMIT SET symmeT!Zye Typical Hoistway Construction Construction E Rail Backing Details Typical Hoistway Construction Details Subfloor Typical Rail Backing Construction Floor Joists 12" vertical screw spacing and 2" from each side off 2x10 centerline Construction Details of Rail Backing: • Laminate (2) 2x10's and (2) 2x4's using wood glue and #8x2-3/4" screws. • All joints must be staggeretl RECOMMENDED: Dr all For superior structural and acoustic performance,1/2" plywood is recommended Ll underneath the drywall on the rail wall T-RAIL REACTIONS 950# Allow for • R1=190 7 •a drywall O• i ('' .,yam' I; R2=350 thickness Rail Pit wall (pitflush Backing hoistway) FOR FIRE RATING REQUIREMENTS - Centerline / . PIT FLOOR DEPTH = CHECK LOCAL JURISDICTION Pit floor a 6" minimum required (8" preferred) • a PIT FLOOR LOADS Impact Load 4000 Ibs Static Load 2400lbs (950# Capacity) CENTERLINE OF RAIL BACKING Drywall 1 (shown cutaway) t1 • •Laminate (2) 2x10's and (2) 2x4's using wood glue and #8x2-3/4" screws. • •All joints must be staggered. � •For span exceeding 10' max of • � travel contact your Symmetry _o elevator contractor. 's SymmetryElevator.com 1877-375-1428 I=FICE111MIl G R a lJ P L L C 400 S. Jefferson Davis Pkwy 504-206-3834 New Orleans, LA, 70119 www.pacegroupllc.com2 ", 0 < C/) Seal: RECEIVED Jul 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Q � U Q J = J Q O W (D W U � Z W w O C/) z J Q o w W c� ° � z w T O � Z w C3 Z N � � J � 0 wo � I� W U 07/20/2021 Copyright ©2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: ELEVATOR BASIS OF DESIGN CUTSHEETS Drawn: Drawing Number: Checked: Date: 20 JULY 2021 S102 PERMIT SET 07/20/2021 Copyright ©2021 Chase Marshall Architects A Professional Architecture Corporation This Document is the Property of Chase Marshall Architects This Document may NOT be Copied or Used for Construction without Written Consent from Chase Marshall Architects Revisions: Sheet Title: ELEVATOR BASIS OF DESIGN CUTSHEETS Drawn: Drawing Number: Checked: Date: 20 JULY 2021 S102 PERMIT SET