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SEE REV1 APPROVED BLD ENG PLN RESUB3 BLD2023-0098+Arch & SITE_Plans+9.6.2023_1.48.01_PM+3767010COUPE ENGINEERING DIVISION APPROVED AS NOTED 10/05/2022 SEE ENGINEERING APPROVAL ON CIVIL PAGES 5,6, & 7 OF THIS DOCUMENT. M ME "Mwnm� Kleven Residence: 734 Fir Street, Edmonds, WA 98020 M r 1 k\wJwJ! erformM by a on all epoxied - welding done onsit ports e provided to the ci pector for review. ity of BI ''ding Department • Work EXTERIOR REMODEL Address 734 FIR ST Owner KLEVEN Approved Date 09/13/2023 Buildinq Official Erg C4wfer it ---------------------------- Permit Number BLD2023-0098 APPROVED BY PLANNING Sep 07 2023 REVISIONS DATE - PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 ARCHITECTURE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL 9931 REGISTERED ARCH!CT rBRANDON JES Y,.. STATE OF WASH TON SHEET TITLE EXTERIOR PERSPECTIVE PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER ABBREVIATION LIST REFERENCE SYMBOLS GENERAL NOTES SHEET INDEX NOTE: THE STANDARD LIST BELOW INCLUDES ITEMS THAT MAY NOT OCCUR IN THIS PROJECT. 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE COVER A5.61 - RAILING DETAILS X X BUILDING SECTION INDICATOR AB ANCHOR BOLT LVR LOUVER 2. DRAWINGS HAVE BEEN PRPARED ON AN ORIGINAL SHEET SIZE OF 24"X36". A0.00 - PROJECT INFORMATION & GENERAL NOTES A6.01 - DOOR SCHEDULE ADJ ADJUSTABLE �XxXX.XX AFF ABOVE FINISH FLOOR MATL MATERIAL 3. PROJECT WAS PREPARED USING THE FOLLOWING CODES: TOPOGRAPHIC & BOUNDARY SURVEY A6.02 - WINDOW SCHEDULE ALUM ALUMINUM MDF MEDIUM DENSITY A. 2018 INTERNATIONAL RESIDENTIAL CODE PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, ASSY ASSEMBLY FIBERBOARD INC., AS ADOPTED BY THE WASHINGTON STATE BUILDING CODE COUNCIL IN CHAPTER 51-51 A1.01 - SITE PLANS A6.03 - WINDOW WALL SYSTEM M.O. MASONRY OPENING X WALL SECTION INDICATOR WAC BD BOARD MTL METAL B. 2018 WASHINGTON STATE ENERGY CODE CIVIL A9.01 - PROJECT RENDERINGS B.O. BOTTOM OF MWP METAL WALL PANEL �Xx BT BATHTUB 4. HORIZONTAL DIMENSIONS SHOWN INDICATE FACE OF (F.O.) CONCRETE, F.O. MASONRY, F.O. FRAMING, C1.0 - TESC & DEMOLITION STRUCTURAL BTW BETWEEN NIC NOT IN CONTRACT CENTERLINE OF COLUMN GRIDLINE, OR F.O. FINISH, UNO. VERTICAL DIMENSIONS INDICATE TOP OF (T.O.) NTS NOT TO SCALE SLAB, T.O. FRAMING, T.O. STEEL, UNO. C1.1 -TESC DETAILS &NOTES CIP CAST IN PLACE WINDOW TYPE IDENTIFIERS S1.0 -GENERAL NOTES CJ CONTROL JOINT O.C. ON CENTER A L2 5. "M.O." ON A DIMENSION LINE INDICATES "MASONRY OPENING' WITH DIMENSION POINTS TO THE C2.0 -DRAINAGE S1.1 NOTES CL CENTERLINE OCC OCCUPANTS (1" = LOUVER TYPE) CENTERLINE OF IMPLIED MASONRY JOINT, NOT TO THE FACE OF THE MASONRY UNIT. THIS MODULAR -GENERAL CLR CLEAR OFCI OWNER FURNISHED DIMENSIONING SYSTEM IS BASED ON THE NOMINAL SIZE(S) OF THE MASONRY UNITS INDICATED. VERIFY C3.0 - DETAILS COL COLUMN CONTRACTOR INSTALLED ACTUAL OPENING SIZE IN THE FIELD. S2.0 -FOUNDATION PLAN CONC CONCRETE OH OVERHEAD CONT CONTINUOUS 6. INFORMATION REGARDING EXISTING CONDITIONS USED TO PREPARE THESE DRAWINGS HAVE BEEN ARCHITECTURAL S2.1 - MAIN FLOOR FRAMING CPT CARPET P PAINT PROVIDED BY OTHERS. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING CT CERAMIC TILE PL PROPERTY LINE 5 DOOR IDENTIFIERS CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES BETWEEN A1.10 - EXISTING BASEMENT PLAN S2.2 -UPPER FLOOR FRAMING PLAM PLASTIC LAMINATE EXISTING CONDITIONS AND THE DRAWINGS. THE ARCHITECT WILL ISSUE A WRITTEN DIRECTIVE IF DIA DIAMETER PT PRESSURE TREATED FURTHER CLARIFICATION IS REQUIRED. A1.11 - EXISTING MAIN LEVEL PLAN S2.3 - ROOF FRAMING DIM PT DIMENSION POINT PW PLYWOOD DN DOWN 7. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, DATUM, LEVELS AND CONDITIONS PERTAINING TO THE A1.12 - EXISTING UPPER LEVEL PLAN S3.0 - CONCRETE DETAILS DR DOOR R RADIUS; RISER /W\ WORK PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF IDS DOWNSPOUT RD ROOF DRAIN \2// ASSEMBLY INDICATOR ANY DISCREPANCIES WITH THE DOCUMENTS. THE ARCHITECT WILL ISSUE A WRITTEN DIRECTIVE IF A1.13 - EXISTING ROOF PLAN S4.0 -STEEL DETAILS DW DISHWASHER REF REFRIGERATORFURTHER CLARIFICATION IS REQUIRED. A1.50 - NEW BASEMENT PLAN S6.0 - WOOD DETAILS EJ EXPANSION JOINT S STAIN 8. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF COUPE ARCHITECTURE, PLLC AND HAVE BEEN EL ELEVATION SAFF SELF -ADHERED PREPARED FOR USE IN THE EXECUTION OF THE ENCLOSED PROJECT AT THIS SPECIFIC PROJECT A1.51 - NEW MAIN LEVEL PLAN S6.1 -WOOD DETAILS ELEC ELECTRICAL FLEXIBLE FLASHING p_1 LOCATION. USE OR REPRODUCTION FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF EQ EQUAL S&BR SEALANT & BACKER ROD FINISH INDICATOR COUPE ARCHITECTURE, PLLC IS PROHIBITED, AND WILL BE CHALLENGED TO THE FULLEST EXTENT OF THE A1.52 - NEW UPPER LEVEL PLAN EX EXISTING SG SAFETY GLAZING LAW. EXH EXHAUST SIM SIMILAR A1.53 - NEW ROOF PLAN EXT EXTERIOR SM SHEET METAL SOG SLAB ON GRADE X A2.01 - EXISTING NORTH & SOUTH ELEVATIONS F.O. FACE OF SS SOLID SURFACE FD FLOOR DRAIN STST STAINLESS STEEL XX.XX EXTERIOR ELEVATION INDICATOR A2.02 - EXISTING EAST ELEVATION FIN FINISH STL STEEL FF FINISH FLOOR A2.03 - EXISTING WEST ELEVATION FTG FOOTING T TREAD FV FIELD VERIFY TEL TELEPHONE A2.11 - NEW NORTH & SOUTH ELEVATIONS T.O. TOP OF 3 GA GAUGE TOC TOP OF CONCRETE _ >A8.1 A2.12 - NEW EAST ELEVATION GALV GALVANIZED TOS TOP OF STEEL 1 INTERIOR ELEVATION INDICATOR GL GLASS TS TUBE STEEL 0 A2.13 - NEW WEST ELEVATION GWB GYPSUM WALL BOARD TYP TYPICAL A2.14 - ENTRY STAIR SLATTED WALL ELEVATIONS HB HOSE BIB UNO UNLESS NOTED HDR HEADER OTHERWISE _ A5.42 - WINDOW & DOOR DETAILS HDW HARDWARE HIM HOLLOW METAL VAN VANITY X INS INSULATION VCR VTR VINYL COMPOSITION TILE VENT THROUGH ROOF �Xx DETAIL INDICATORS PROJECT TEAM INT INTERIOR = _ WB WOOD BASE JST JOIST WC WATER CLOSET X OWNER JT JOINT WD WOOD �Xx WDW WINDOW JOHN & LENA KLEVEN KC KITCHEN CABINET WRB WEATHER -RESISTANT 734 FIR STREET KIT KITCHEN BARRIER EDMONDS, WA 98020 WWF WELDED -WIRE FABRIC (206) 295-6300 LAV LAVATORY WWM WELDED -WIRE MESH CONTACT: JOHN & LENA KLEVEN LT LIGHT 1 REVISION INDICATOR PROJECT NOTES John@metropoIitandetaiI.com IrkIeven@gmaiI.com ARCHITECT 1. NIA COUPE ARCHITECTURE, PLLC P.O. BOX 50645 FIRST FLOOR ELEVATION ELEVATION & LEVEL INDICATOR BELLEVUE, WA 98015 100,-0" (206) 512-4686 CONTACT: BRANDON J. KELLY, RA, NCARB, LEED AP brandon@C0UPEarchitecture.com CIVIL CPT WD FINISH TRANSITION INDICATOR LPD ENGINEERING, PLLC 1932 FIRST AVENUE, SUITE 201 SEATTLE, WA 98101 (206) 725-1211 CONTACT: LAURIE PFARR laurieIpdenineerin.com p@gg 9 KEYNOTE INDICATOR STRUCTURAL BYKONEN CARTER QUINN 2033 SIXTH AVENUE, SUITE 995 / SEATTLE, WA 98121 1 BARRIER FREE 60" CLEARANCE (206) 264-7784 / CONTACT: NATOSHA NORLIN CIRCLE INDICATOR nIn@bcq-se.com 4 B GRID INDICATORS COUPE ARCHTECTURE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL 9931 REGISTERED ARCHjT�CT BRANDON JA ES Y STATE OF WASH TON SHEET TITLE PROJECT INFORMATION AND GENERAL NOTES PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER A0n00 n 0no0 ('01 IDPorr kifnr+i iro 00011�"ALDESCRIPTIO (PER DEED OF TRUST RECORDING #202109220922) LOT 10, BLOCK 10, YOST'S FIRST ADDITION TO EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 6, RECORDS OF THE AUDITOR OF THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON; EXCEPT THE WEST 75 FEET THEREOF. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. MOK:B:A:SIS OF BEARINGS NAD 83(2011) WASHINGTON NORTH STATE PLANE COORDINATES PER GPS OBSERVATIONS REFERENCES R1. YOST'S FIRST ADDITION TO EDMONDS, VOL. 8, OF PLATS, PG. 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. R2. RECORD OF SURVEY, AUDITOR'S FILE NO. 202104025006, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. MMr!!;::V:E:RTICAL DATUM NAVD 88 PER GPS OBSERVATIONS SITE TEMP. BENCHMARK DESCRIPTION: SET PK W/ RED WASHER LOCATION: IN ASPH NEAR NW CORNER OF DRIVEWAY ELEVATION: 234.12' SURVEYOR'S NOTES 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN JULY OF 2022. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE SERVICE (800-424-5555). 4. SUBJECT PROPERTY TAX PARCEL NO. 00619401001001 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 5,976 ±S.F. (0.14 ACRES) 6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN HEREON. 7. EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS ARE MEASURED FROM THE FACE OF THE SIDING UNLESS OTHERWISE NOTED. 8. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. EGEND 00 r 0 z WE GRAPHIC & BOUNDARY SURVEY SDMH RIM=221.71' IE 12"CONC(N.)=217.11' IE 8"CONC(NE.)=216.81' SDMH IE 12"CONC(E.)=216.91' o CURB � CURB CU G RIM=257.97' IE 8"CONC(SE.)=216.96' to �6. o° g0 ti IE 8"CONC(NE.)=253.22' IE 12"CONC(W.=216.21' _ IE 12"CONC(E.)=253.42' IE 8"CONC(S.)=253.17' r70 SD SD SD SD -SL SD -SD SD SD SD SD SD SD SD SD IE 12SCDONC(W)=SD2 97 o S� APPROX. LOCAT ON OF RI MH SD - RIM=239.14' AS LINE, PE PSE IE 8"PVC(E./W.) FOUND MON IN CASE MAP NO. Q1 4066=232.54'(C.C.) v TACK/LEAD, DOWN 0.9' N 88'43'17" W 329.73' MEAS. SS SS S - (330.00' R1) (329.75' R2) SS S-`' SS S� SS SS SS S _ SS oo� N 88'44'02" W 3 .49' MEAS. (330.00' R1) 29.48' R2) SSMH 105.00' I � �' ti��. RIM=220.87' ASPH FIR ST ASPH FOUND MON IN CASE IE 213 52E./W.) BRASS DISK, DOWN 0.6 =213.52'(C.C.) FOUND MON IN CASE BRASS DISK, DOWN 0.3' o �I o PPROX. LOCATION w M M O SITE TBM OF WATER LINE, PER W N ELEV=234.12' RECORDS (TYP) o w 00 W-W W---W W W W W Q W W W �'� � CUR ti"'� 4. s CURB ��ti� kti"���� CURB W o m z r 27 • 240.56 N CONC 240.as 3 Z SET �. 240.33 REBAR/CAP �� M 3.00' OFFSET NOF TH N SET oFROM PROP COR � z3a.s3 REBAR CAP WM N 3.00' FFS ORTW,, L FROM COR xs PH FENCE COR 0.12'S OF LINE & 0.65'W FROM PROP COR 2S �6 ASPH ti 0 o N ,o �^1 CKERY aka ti ti x o� 2`?9 o �� ROCKERY 2 oar 38.37 1. 5' E ass . o CONC rysh. cal .:..... zg 1.2' W FF EL=235.g' 9 Q., CO WOOD ROCKERY FENCE STEPS 0. 5' W 0. 6' W > N w G 235.3 x ryko9 x �. ASPHALT SURFACE PAVER SURFACE BENCHMARK P ❑ POWER METER XS�SZX5ZS� BUILDING PH POWER UTILITY (EXISTING) CENTERLINE ROW 0 REBAR & CAP (SET) coo CLEANOUT RETAINING WALL 0 CONCRETE SURFACE ROCKERY DECK SS SEWER LINE FENCE LINE (WOOD) (^) SEWER MANHOLE FIRE HYDRANT SD - STORM DRAIN LINE G GAS LINE Q STORM MANHOLE G ❑ GAS METER W WATER LINE ® MAILBOX (RESIDENTIAL) WM ❑ WATER METER ►fit MONUMENT (IN CASE, FOUND) WATER VALVE NAIL AS NOTED VICINITY MAP N.T.S. Fine .St P N Pine St Q Pine. London House Staging and Design n IIIC �J J �{ Playfiettl - a I fv (kdwford's Forsyth" Sk. Care and Waxing , 3.89 HELD I_oQ erman SITE PER R2 FOUND MON IN CASE al 5 Firs, > Edmonds. First BRASS DISK, DOWN 0.8' Fir Pi w' WA 98020. USA < �rlh, � F • L L-1 a I_ N ome services Lic 1 STEEP SLOPE/BUFFER DISCLAIMER: Sea y , P, L Pes THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR I ConsuHnig - n = - a N Q m/ M el r. tty J� Edmonds Psychiatry 07, ._ INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR 1p0t b9P0� - m 7rh8 ,E th rtintematonal Bartery Re Keiser Permanente E• N. - �, -Elm Pars -. ; a..,.�,e.. CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT ARE BASED SOLELY ON OUR Authonzed Agent Sims-~' =- Ernst Ein,s, 2zom s, sw zzan St sw GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE - PUBLIC DOCUMENTS; AS SUCH, TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR Po9�Pane shLega Secbs�� Einway � f VZL.� F,L THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY, Temp°aP.Iy icy THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY SETBACKS OR \ " P' ! OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED 0 P o PJl LA BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR. y I Go i INDEXING INFORMATION a IV E a SW4 SE a SE 1 /4 NW 1 /4 SECTION: 25 TOWNSHIP: 27N RANGE: 03E, W.M. COUNTY: KING O \ O O N FENCE W 0. 5' W n N o h� �� . 00 8.0' 0 cn x 0 z I FENCE 0. 4' W ROCKERY 3. 0' E FENCE POST 0.19'W FROM PROP COR Fl•SY C BRC WOOD HOUSE NO. 734 STEPS FOOTPRINT=1,372 ±S.F. Qc �® 11 W< x 0100, 0 5g1� P 0 APPROX. LOCATION PER PAINT MARKS (TYP) �^ti � 2R) 2y� ° CO 2A1 J / 243.7 x243.3 �59 BROKEN a tip. WAL o zatz� 237. P O/ 237.61 O 237,a237.7 gz-\�Q 242.92 CONC Zg95" N 24 242.96 STEPS ac� ti �x P POP OP SLOPE KERY i o s N 88'44'21 " W 49.77' 0 wz w z Z W LL ASPH 20' ALLEY 2A CONC 1. 5' E CONC 2.7' W CONC �k� 0 1.1 ' E ASPH SET PK NAIL z z W/ WASHER W O N 88'40'30" W 659.52' MEAS. (660.00' R1) (659.49' R2) ELM ST FOUND MON IN CASE BRASS DISK, DOWN 0.6' N x r- N r- 4 N .E4 N N Q w Z o N CD Uj V J W N o U Q o z o LJ o f- O (0 M L 06 z z M W v UuJ S' R�J _ LU Sep 06 j cj- J CITY OFF f DEVELOPMEN I DEPART im-c )98 O tQ SHEET NUMBER 1 OF 1 SHEET NUMBER 1 OF 1 SHEET NOTES 1. ORIGINAL SHEET SIZE IS 24"x36". 2. DO NOT SCALE DRAWINGS. 3. INFORMATION FOR THE EXISTING SITE PLAN (DEPICTED HERE) WAS TAKEN DIRECTLY FROM LICENSED SURVEYOR DRAWING (BYTERRANE), THE CITY OF EDMONDS PUBLIC RECORDS AND GIS INFORMATION. PLEASE REFER TO THE OFFICIAL TOPOGRAPHIC SURVEY (CONTAINED WITHIN THIS DRAWING SET) FOR ANY ADDITIONAL SITE & UTILITY INFORMATION. 4. CONTRACTOR IS NOT TO RELY ON THESE DRAWINGS & MEASUREMENTS, AND SHOULD FIELD VERIFY ALL EXISTING CONDITIONS & MEASUREMENTS PRIOR TO ORDERING MATERIALS OR PERFORMING ANY WORK. 5. PROJECT IS LOCATED IN RS-6 ZONING AREA 6. TAX PARCEL NUMBER FOR PROJECT IS: 00619401001001 7. NO CHANGES TO EXISTING GRADING IS SLATED TO OCCUR, NOR ARE ANY TREES TO BE REMOVED. IF THE DESIGN OF THE ENTRY STAIR REBUILD AND UNCOVERED DECK REBUILD CONFLICTS WITH THIS, THEN A DEFERRED SUBMITTAL SHALL BE SUBMITTED TO (AND APPROVED BY) THE CITY OF EDMONDS BY LICENSED LANDSCAPE CONTRACTOR PRIOR TO PROCEEDING WITH ANY WORK. 8. BUILDING HEIGHT / AVERAGE GRADE PLANE CALCULATIONS: A: 235.9' B : 235.5' C : 240.5' D : 242' TOTAL = 953.9' AVERAGE GRADE = 238.48' (953.9 / 4) EXISTING ROOF RIDGE ELEV (PER SURVEYOR) = 263.9' HEIGHT LIMIT = 263.48' NOTE: EXISTING HOUSE ROOF ELEVATION ISN'T BEING ALTERED AS PART OF THIS PROJECT. 9. TEMPORARY EROSION CONTROL & TREE PROTECTION SHALL BE INSTALLED PER CITY OF EDMONDS STANDARDS BY GENERAL CONTRACTOR PRIOR TO BEGINNING ANY WORK. 10. LICENSED SURVEYOR (TERRANE) DID NOT IDENTIFY ANY TREES ON THE PROPERTY WITH TRUNKS 6" IN DIAMETER (OR GREATER) AT BREAST HEIGHT (4 -0 ). i� I I BOLD DASHED LINE RECTANGLE ERTYLENGTH) 20-0" FRONT YARD REPRESENTS BUILDING HEIGHT/ AVERAGE PER ECDC16.20.030) GRADE PLANE CALCULATION. I I � ' I 15 p REAR YARD (PER ECDC 16.20.030) 120'-1 118" (PROP I - PAR9..E1,.-- _�---- 194 010 010 01 -_� ' _-- I 17-718" ET C—L _�- CURB TO STREp (FO- m c - _ I I I I --A f — Gacn)� � -o GAS ��n c GAS � o o - � — n' o -"238 0 m - -- .-- I I EXISTING , Q � C G7 ---- --- Now — I � C o - WATER—' - o w ❑ - - - WATE METER I_ I I / � 4 _ UNCOVERED \��0 a � ? DECK �// 2 -0 3/4" FRONT PL TO N m D CORNER _{ '` Q URTH I " EXIS ING // HOUSE �I I REAR PL 1 � I 1l8 UNCo OR \I S I D NC IN F 1 4 r---- 1 \� // 1 I I I II DRIVEWAY I �T� 236 IL==_J �_ _ I m � --� �� cn I -o , N 4 �� � ff � \1 n z n I O =m � b 1 ��� q \ a �I��II II I I 1 o�°;-� zo�� I ���� rn I ,,I J m of \\ R - ---�II o Om0 11 Imo -- 'm ' rn I \\ I �10 I �F_� ��I 900 11 - - Ny I R LTO E H 1) --- Ij 11 1 `I 11 1 1 0 4 I I 37-0 11 w 5V a Q I q COVERED --� - -- q� 1 '--EN RY 4 -^1 I U yr — lXJ W Q mama I on so ° q Q so q --, qP on q� \ II � ' '—\------------------------- - - - - -- N I ALLEY EXISTING SITE PLAN SCALE: 1/8" = 1'-0" I 20'-0" FRONT 20 .030) YARD I DASHED LINE REPRESENTS (PER EC GTH)DC EXENTS OF STRUCTURE 120'_1 118 (PROPERTY LEN N _ z U) N LOT COVERAGE. 2,020 SF 1 o OF TH T IS PARC�1._- _ COVERED = 33.1 % LOT ..... wow Q AR YARD o m� COVERAGE = PROJECT _ ��-�-� 19401001001 _ ' I 17'-10718 I - 15-0" RE p COMPLIES -� q I 16.20.030) —����_ _�-� � I (FIIO. CURB TO STREET CL) o ( c� _ 1 (PER ECDC n -+O �/ ��ie, \�1 --- I _�- rn 0-o GAS - t— - I m O I �- - - - �l (n 238 ��-�-� m 1 -� : , , , - 1 0 EXISTING , �' I PRIMARY BR DECK (BELOW) �U_DY-DEO BELOW) I o C WATER ATE METER , I_ -U I a �\ �I I ; UNCOVERED �� � ri1 D I — Q MAIN LEVEL F] \\ // , I � m I Q I\\ PECK �� EXISTING // II Ll 1-5 ;I I SID NC 718" AR PL F D D 11T� R� �� a �� VA 1p = I I , DRIVEWAY \ ` MAINTAIN SAME RIDGE VENT AREA J ---- R, N m QI Q---- �/ -)01 / f= -1 � \\ �I —7/ ` R, ran b /� , ��� \\ 1 q� \\ a ill \\ \\\�i 1 1 n I ml n rn I I \\ ill II0 F m II L - - - - - - -sue-JL---- 11 _E1 _ _ I 1 COVERED ENTRY ROOF ��_ q 1 = D D o -� D o q 4 1 4 _ - __ qEG ER _u41 I I I 'Q 4 DOTTED LINon -�- \ NEW SITE PLAN SCALE: 1/8" = 1'-0" TS EXENTS OF EXISTING DECKS - -- VSTAtRS- O BE \\`J� REMOVED 4 a I I I N ' I I ALLEY N� COUPE ARCHTECTURE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL 9931 REGISTERED ARCHI CT BRANDON J�AIGIES Y /' STATE OF WASH TON SHEET TITLE SITE PLANS PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER Al ■ 0l ©2022 COUPEarchitecture SDMH v1=221.71' )=217.11 )=216.81' \ =216.91' /T )-216.96' .)=216.21' G' SD SD SD SD SD SD SD SD SD SD SD SO 0 SS SS SS SS SS SS SS Ss SS SS Ss SS IN ti Section 25, Township 27N, Range 3E W.M. O CUR — / / RB CU) C C i / SD SD SD —�— SD SD SD SD SD SD — �— SD SD 11 � / SD SSMH APPROX. LOCAT/ON OF / / RIM-239.14' COD AS LINE, PEIR/ PSE / / IE 8"PVC(E./W.) MAP NO. Q1�4066 /=232.54'(C.C.) _SS —SS /s s ss SS —SS ss Ss �" s � _ ss / / N 88°44'02" W 24.49' MEAS. (330.00' R1) 329.48' R2) 105.00' AS F /R S T I ASPH I I � I 0 APPROX. LOCATION N �' O I SITE TBM I OF (WATER LINE, PER LLJ c I ELEV=234.12' II I RECORDS (TYP) _ ww wow w o w w� UTILIZE EX DRIVEWAY AS VW w� CUR CURB CONSTRUCTION ACCESS SAVE AND PROTECT EX =uR6 1 FABRIC FENCE FILTRATION I I STORM DRAINAGE SYSTEM TO REMAIN UNLESS OTHERWISE NOTED (TYP) REBAR/CAP 3.00' OFFSET NO)T FROM PROP CO/ C _I WMI N c� Cd N C� C I I I I r I I I A I I PAVING PAVER TO REMAIN )NC a % SET / REBAR CAP 3.00' FFSE� ORTH FROM P COR — — I/ C) I / / ASPH I / ROCKERY / I � / I / I REMOVE EX CONCRETE FF EL=231 5. CC WOOD STEPS WOOD HOUSE NO. 734 STEPS FOOTPRINT=1,372 ±S.F. o N II I% W OLD 0 OO�ti�' XS�5� N CJ G� 8. o' W S N P L 401 0 APPROX. LOCATION O PER PAINT MARKS �o (TYP) C0 SQ� STAIRS AND LANDING RU r -r< r 1.5' E CONC 1.2' W ROCKERY 0.5' W REMOVE EX DECK AND WOOD STAIRS / I / CO p I N / w /Io I� z I I I 20' I I ALLEY / I _ CONC 1.5' E _CONC 2.7' W _CONC 1.1' E ASPH N 88°44'21 " W 49.77' 0 .19 W F Li z SET PK NA L PROP COR z W/ WASHER z Li zo w Li I Li 10 0 5 10 20 SD — Scale 121=10' LEGEND Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. — — PROPERTY LINE --230— _ EX CONTOUR (INDEX) —23>— _ _ EX CONTOUR EX BUILDING CONCRETE REMOVAL FABRIC FENCE STRAW WATTLE/ROLL PROVIDE TEMPORARY SEDIMENT TRAP FOR CATCH BASINS WITHIN 300' DOWNSTREAM OF PROJECT SITE AND ALONG HAUL ROUTE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE Know what's below. Call before you dig. Dial 811 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 10/05/2022 BY: CITY ENGINEERING DIVISION 1932 First Ave, Suite 201, NIM Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering p I I c www.lpdengineering.com Stamp U J. p J ii 0) sql� aJ w 0766 3TB� 1—NAL � a M N U No. Revisions Date 0 1" 2" Two Inches At Full Scale If Not Scale Accordingly Project Name 0 LJ.J �ES U C3ep 06 V 202 CITY OF EDMONDS �FLOPMENT S C Z � DEPARTME� } tN V) V) WN O ZLL.0 LU LU W Z o >M0 LU v LU Project No. _ Issue Date 09/06/2023 Scale As Noted Designed UP Checked UP Drawn KES Approved UP Description TESC & DEMOLITION Sheet C I • SDMH v1=221.71' )=217.11 )=216.81' \ =216.91' /T )-216.96' .)-216.21' G' SD SD SD SD SD SD SD SD SD SD SD SO 0 SS SS SS SS SS SS SS Ss SS SS Ss SS 111 9 C� ASSUMED CURB DISCHARGE L (CATION TO B AVENUE S I I r-- 'W; I& A_ A ft Section 25, Township 27N, Range 3E W.M. O CUR — / / RB / CU) C C i / SD SD SD —�— SD SD SD SD SD SD — �— SD SD 11 � / SD APPROX. SSMH / ROX. LOCAT/ON OF / / RIM-239.14' COD AS LINE, PEIR/ PSE / / IE 8"PVC(E./W.) MAP NO. Q1�4066 /=232.54'(C.C.) ss Ss /s s Ss SS —SS Ss ss"SS � _ SS / / / N 88-44'02" W 24.49' MEAS. (330.00' R1) 329.48' R2) 105.00' AS F /R S T I ASPH \ I I I \ 0 APPROX. LOCATION N �' raj O I SITE TBM I OF (WATER LINE, PER c� c I ELEV-234.12' II I RECORDS (TYP) w W; w�w w w w�w w 1 w w w W� N o CUR CURB I CURB REBAR/CAP - 3.00' OFFSET NO)T 01FROM PROP CO/CD -- -- — — -- — — I / WM I N %a LETTER FROM NEIGHBOR APPROVING STORM LINE REPAIR IN ADDRESS FILE. / 0 c� Cd � N TE DOWNSPOUT SPLASH BLOCK DISPERSION I DS NECT TO EX SD I I I I I I I . r I I ;GONG % SET / REBAR CAP 3.00' FFS�ORTH � FROM P COR — — I/ C) / ASPH I I I I I / LIMITS OF PROPOSED o ROOF II I I HOUSE NO. 134 FOOTPRINT=1,37,2 ±S.F. � � F S ARATION ON ADJACENT PROPERTY 01 ED UPON VIDEO INVESTIGATION 'ROX 42 LF FROM PROPERTY LINE APPROX. I,ATION CONNECT DOWNSPOUT I PER PAIN-1 I ° RKS TO EX SID \o (TYP) 1 I I SQk PROP COR • 19 •'I � '1/� II I, IIIIT' I I -_.' .Ie11111 ,. Irllllllll � > / FOP OF SLOPE p R CKERY I � / o / I I / I / 10 0 5 10 20 SD — Scale 1"=10' LEGEND — — PROPERTY LINE --230--- _ EX CONTOUR (INDEX) —239 — EX CONTOUR EX BUILDING a CONCRETE PAVEMENT CONCRETE PAVEMENT STORM DRAINAGE PIPE DS• DOWNSPOUTS 49.75' CAP EX 44DSr CONNECTION Z�OKEI LROMIPRBCORF- ROPOSED IMPERVIOUS ROOF REA TRIBUTARY TO DS1 ND SPLASH BLOCK PROPOSEDIMPERVIOUS ROOF AREA LIMITS OF EXISTING RESIDENCE TO REMAIN /PD IROPOSEIIMPERVIOUS / ROOF AREA TRIBUTARY / TO DS2 LJ r✓ 0} Z 20' CONNECT o� I ALLEY TO EX SD / G C / 1.5' 3 CONC EXISTING 2.7' W C°NE IMPERVIOUS y� ROOF OUTLINE o pe t NO S S PROPOSED IMPERVIOUS ROOF AREA TRIBUTARY TO DS3 / ASPH CONNECT TO EX SD NC N 88'44'21" W 49.77' N 88'44'21" W 49.77' Q� 1.1' E I FENCE POST FENCE POST 0.19'W FROM SET PK NAIL 0.19'W FROM AI SET PI NL / PROP COR z W/ WASHER PROP COR z W/ WASHER ° 00 °e RECONNECT DOWNSPOUT — I EXISTING CONDITIONS PROPOSED CONDITIONS SCONICTEPS I I TO EX SD EXISTING IMPERVIOUS 1,577 SF PROPOSED IMPERVIOUS 1,974 SF STEP/ I J I DRAINAGE MITIGATION IMPERVIOUS COVERAGE AND ROUTING / I 1 " = 20' / I ASPH I I LI I — t N 88°4421 " W 49.77' — — 0 w z SET PK NAIL _ z W/ WASHER w z_0 w z w� LL z W w OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE I OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. o ROCKERY _ 1.5' E CONIC 1.2' W / CO RocKER CONCRETE WALKWAY 1 0TION 3 I OF�WATER LINER PEN o 03 I OF�WATER LINE, PER n I I SITE TBM I ' RECORDS LINE,( � '� I M I SITE TBM I I RECORDS (TYP) / W ELEV=234.12' W ELEV=234.12' C R W CURB IW w 1 Cu w C R W CURB IW W' CU B AILBOX AILBOX / SPLASH BLOCK.•....::. CLAY SSS PER / z REBAR/CAPCLAY/ z REBAR/CAP rT 1 COE SIDESEWE 3.00' OFFSET N T S55 PER3.00' OFFSET N DRAWING FROM PROP CO SET COE SI DRAWLING FROM PROP CO T REBAR CAP N 88'44''02" W /49.75' 3.00' FFs ORTH � FROM R COR FENCE CDR / 0 / FENCE COR / � 0.12'S OF LINE / \ I 0.12'S OF LINE & 0.65'FROM R. & 0.65'W FROM PROW P COR ^ \ I PROP CDR ^ ASPH / PAVERS / 0 " [CKE�Y � / I <I 9 I / AND STAIRS PER ARCH 4" PVC "` PF` I EXISTING G ROOKERY 1.5' E 4 'II / I IMPERVIOUS CONS STEPS CONC 1 2' W / ROOF AREA C 9 ' — / FENCE WOOD W STEPS ROCKERY °V d. a WOOD HOUSE NO. 34 STEPS CO I ()) Y]J I FOOTPRINT=1,37 ±S.F. I _GS 0 V) po .- ASPH 4 LF 4" @ 2.0% MIN 5°W °, °� /o W / N I I ° ° I, I THROUGH NEIGHBORS 80, 5C)o P ° z ° a!, ID / c'� PROPERTY ASSUMED Z TO CURB DISCHARGE 4" PVC SSS PER COE SIDESEWER DRAWING J I CONNECT TO EX SD I (TR PX. PAINT LD ARKS I I 20' I CONNECT EARKS ` / SYSTEM I I / ALLEY TO EX SD CONE / CO,�, �0 C 1.5E S% CONC �+ w 2.7' W J < CONC !^ I BROKE -- ^ " FENCE C WAL �5� FENCE C 0.4' W O �OQ 0.4' W I 2�, BRO�LL '� ., �F' � s EXISTING STORM BR° LL ALLEY I / s°P I DRAINAGE SYSTEM / � 1 / CONC / I/ -240' •/ M1' STEPS I ' i / -24CY •/'. / ooP LANTER PER ARCH R3.0' EY _ PROPOSED IMPERVIOUS—TD OF SLOPE / 1.5' E I NKERY / roP OF —SLOPE ROOF AREA TRIBUTARY KERY D 3 / CONCONICI / ASPH TO DS4 I / / co Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. NO STORMWATER MANAGEMENT SYSTEM REQUIRED AT THIS TIME. IF NEW AND/OR REPLACED IMPERVIOUS SURFACE EQUALS 2000SQFT OR GREATER, A STORMWATER MANAGMEMENT SYSTEM MAY BE REQUIRED PER CITY CODES AND STANDARDS IMPERVIOUS AREA SUMMARY r 7 EXISTING IMPERVIOUS 1,577 SF L— —J _ C _ _ ::1 PROPOSED IMPERVIOUS 1,974 SF TOTAL INCREASED IMPERVIOUS 397 SF +++++++++++++++++ ++++++++++++++++ +++++++++++++++ ++++++++++++++++ IMPERVIOUS ROUTED 486 SF > 397 SF + + ++++++++ + + +++ + + TO SPLASH BLOCK 0 Know what's below. Call before you dig. Dial 811 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 10/05/2022 BY: CITY ENGINEERING DIVISION 1932 First Ave, Suite 201, NIM Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering p I I c www•Ipdengineering.com Stamp U J. p J a_ 0) sql� ai w 0766 3TB�� a 10NAL M N U No. Revisions Date 0 1" 2" Two Inches At Full Scale If Not Scale Accordingly Project Name O LJ.J �ES U C3ep 06 202 V CITY OF EDMONDS PMENT S C Z EPARTME 00 D ui_ tN V) V) W O E LL. Z 0 LU LU W Z L� o >M0 LU v LU Project No. _ Issue Date 09/06/2023 Scale As Noted Designed UP Checked UP Drawn KES Approved UP Description DRAINAGE Sheet C2*0 1 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL a NATIVE BACKFILL MATERIAL FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS 1 WIRE MESH FENCE TO SUPPORT FILTER FABRIC co `BURY BOTTOM OF FILTER N MATERIAL 8" TO 12" NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN `St. 18y- REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R- 9 0 0 'St. 18y" CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. REVISION DATE TEMPORARY JANUARY 2018 SEDIMENT TRAP FOR CATCH BASINS STANDARD DETAIL APPROVED BY: R. ENGLISH E R - 9 02 NTS NTs COE FILTER FABRIC FENCE FILTRATION SYSTEMS STD DTL ER-9001 COE TEMPORARY SEDIMENT TRAP FOR CATCH BASINS STD DTL ER-902 2 CITY OF EDMONDS GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - 2020 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (2014 EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 16. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPROT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZE BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS IS REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGH-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. NTS 6 COE GENERAL NOTES CONTOUR LINE (TYP) �0 ANGLE TERMINAL END UPHILL 24" TO 48" JP TO PREVENT FLOW AROUND WATTLE (TYP) 2"x2"x24" UN -TREATED WOODEN STAKE (TYP) 9\�Q WATTLE 1 \ p 1 TRENCH, SEE NOTE 2 3" MIN MAX 2" MIN STAGGER G\� G. i o- 5" MAX OVERLAPS (TYP) 2"x2"x24" UN -TREATED cV\� WOODEN STAKE (TYP) 8" DIAMETER PLAN VIEW MIN WATTLE DETAIL AREA AVAILABLE FOR SPACING VARIES SEDIMENT TRAPPING SEE WATTLE SPACING (TYP) TABLE (TYP) \ \ WATTLE (TYP) SEE DETAIL SECTION A-A\�\' WATTLE INSTALLATION ON SLOPES NOTES: 1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION. 2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS. INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10). 3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT UNDERCUTTING. 4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. REVISION DATE ;,CITY OF EDMONDS JANUARY 2018 -� WATTLE INSTALLATION PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t. 18 9 APPROVED BY: R. ENGLISH E R- 9 0 3 mmm J. 8" DIAMETER WATTLE SPACING TABLE SLOPE MAXIMUM SPACING 1H:1V 10'-0" 2H:1 V 20'-O" 3H:1 V 30'-0" 4H:1V 40'-0" >4H:1V ONE RUN ONLY 0LU 766 LU NTS COE WATTLE INSTALLATION STD DTL ER-903 3 DOWNSPOUT SEE ARCH PLANS AND SPECIFICATIONS DOWNSPOUT SHALL BE ATTACHED SUCH THAT IT CAN BE MOVED CLEAR OF THE CONNECTION BELOW GRADE W/OUT DAMAGING CONNECTION TO THE ROOF GUTTER 'CONCRETE BELL END OR APPROVED EQUAL COORDINATE WITH ARCHITECT FERNCO BOOT IF REQUIRED 4" SD WITH LONG SWEEP AS REQUIRED NTS 7 DOWNSPOUT TESC NOTES 1. CONSTRUCTION ACCESS ROUTE: CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 2. STABILIZATION OF EXPOSED AREAS: ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30. 3. PROTECTION OF ADJACENT PROPERTIES: ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS. 4. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 5. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED. 6. UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING: A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS; B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS); D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; E. DAILY CLEANUP AND STREET MAINTENANCE. 7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS: ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING ACTIVITIES OF GREATER THAN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW. 8. DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD, MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS, SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES. 9. SEDIMENT TRAPPING: PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE. 10.CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH ESC NOTE NO. 2. 11.CONTROLLING OFF -SITE EROSION: PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE. 12.STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS: ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS. 13.STORM DRAIN INLET PROTECTION: ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 14.REMOVAL OF TEMPORARY BMPS: ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. 15.DEWATERING CONSTRUCTION SITES: DEWATERING SYSTEMS SHALL DISCHARGE INTO AN APPROVED SEDIMENT FILTRATION OR SETTLING FACILITY 16.CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER. 17.FINANCIAL LIABILITY: PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. [ORD. 3792, 2010]. 18.ALL SITE WORK MUST COMPLY WITH CITY OF EDMONDS DEVELOPMENT CODE. 19.THE TEMPORARY EROSION AND SEDIMENTATION CONTROL SYSTEM SHALL BE INSTALLED AND INSPECTED BY THE ENGINEERING INSPECTOR PRIOR TO ALL OTHER CONSTRUCTION 20. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED BY THE CITY TO ENSURE EFFECTIVE AND FUNCTIONAL EROSION/SEDIMENTATION CONTROL 21. TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND / OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. 22. ALL DISTURBED LAND AREAS SHALL BE STABILIZED AS REQUIRED BY THE CITY OF EDMONDS AS NOTED ELSEWHERE IN THIS PLAN SET. 23. WHERE POSSIBLE NATURAL VEGETATION WILL BE MAINTAINED FOR SILT CONTROL. 24. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED BY TEMPORARY SEEDING AND MULCHING. HYDROSEED PREFERRED. 25. THE PUBLIC ROW SHALL BE KEPT CLEAN. TRACKING OF MUD AND/OR DEBRIS FROM THE SITE WILL RESULT IN WORK STOPPAGE. NOTES: 1. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. 2. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13 NTS TESC NOTES 8 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 10/05/2022 CITY ENGINEERING DIVISION 1932 First Ave, Suite 201, Seattle, WA 98101 p, 206.725.1211 f. 206.973.5344 engineering pllc www•Ipdengineering.com Stamp U J J w � 'j'0 �CISTER� N No. Revisions Date 0 1 " z" Two Inches At Full Scale If Not Scale Accordingly Project Name 0 LJ.J �ES U �ep 06 202 V CITY OF EDMONDS Z _LOPMENT S�C W DEPARTME } W O Z 0 W � Z o >MOW rS1V** v Project No. _ Issue Date 09/06/2023 Scale As Noted Designed UP Checked UP Drawn KES Approved LJ P Description DETAILS & NOTES Sheet C3*0 NTS COE WATTLE INSTALLATION STD DTL ER-903 3 DOWNSPOUT SEE ARCH PLANS AND SPECIFICATIONS DOWNSPOUT SHALL BE ATTACHED SUCH THAT IT CAN BE MOVED CLEAR OF THE CONNECTION BELOW GRADE W/OUT DAMAGING CONNECTION TO THE ROOF GUTTER 'CONCRETE BELL END OR APPROVED EQUAL COORDINATE WITH ARCHITECT FERNCO BOOT IF REQUIRED 4" SD WITH LONG SWEEP AS REQUIRED NTS 7 DOWNSPOUT TESC NOTES 1. CONSTRUCTION ACCESS ROUTE: CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 2. STABILIZATION OF EXPOSED AREAS: ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30. 3. PROTECTION OF ADJACENT PROPERTIES: ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS. 4. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 5. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED. 6. UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING: A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS; B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS); D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; E. DAILY CLEANUP AND STREET MAINTENANCE. 7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS: ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING ACTIVITIES OF GREATER THAN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW. 8. DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD, MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS, SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES. 9. SEDIMENT TRAPPING: PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE. 10.CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH ESC NOTE NO. 2. 11.CONTROLLING OFF -SITE EROSION: PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE. 12.STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS: ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS. 13.STORM DRAIN INLET PROTECTION: ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 14.REMOVAL OF TEMPORARY BMPS: ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. 15.DEWATERING CONSTRUCTION SITES: DEWATERING SYSTEMS SHALL DISCHARGE INTO AN APPROVED SEDIMENT FILTRATION OR SETTLING FACILITY 16.CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER. 17.FINANCIAL LIABILITY: PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. [ORD. 3792, 2010]. 18.ALL SITE WORK MUST COMPLY WITH CITY OF EDMONDS DEVELOPMENT CODE. 19.THE TEMPORARY EROSION AND SEDIMENTATION CONTROL SYSTEM SHALL BE INSTALLED AND INSPECTED BY THE ENGINEERING INSPECTOR PRIOR TO ALL OTHER CONSTRUCTION 20. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED BY THE CITY TO ENSURE EFFECTIVE AND FUNCTIONAL EROSION/SEDIMENTATION CONTROL 21. TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND / OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. 22. ALL DISTURBED LAND AREAS SHALL BE STABILIZED AS REQUIRED BY THE CITY OF EDMONDS AS NOTED ELSEWHERE IN THIS PLAN SET. 23. WHERE POSSIBLE NATURAL VEGETATION WILL BE MAINTAINED FOR SILT CONTROL. 24. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED BY TEMPORARY SEEDING AND MULCHING. HYDROSEED PREFERRED. 25. THE PUBLIC ROW SHALL BE KEPT CLEAN. TRACKING OF MUD AND/OR DEBRIS FROM THE SITE WILL RESULT IN WORK STOPPAGE. NOTES: 1. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. 2. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13 NTS TESC NOTES 8 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 10/05/2022 CITY ENGINEERING DIVISION 1932 First Ave, Suite 201, Seattle, WA 98101 p, 206.725.1211 f. 206.973.5344 engineering pllc www•Ipdengineering.com Stamp U J J w � 'j'0 �CISTER� N No. Revisions Date 0 1 " z" Two Inches At Full Scale If Not Scale Accordingly Project Name 0 LJ.J �ES U �ep 06 202 V CITY OF EDMONDS Z _LOPMENT S�C W DEPARTME } W O Z 0 W � Z o >MOW rS1V** v Project No. _ Issue Date 09/06/2023 Scale As Noted Designed UP Checked UP Drawn KES Approved LJ P Description DETAILS & NOTES Sheet C3*0 SHEET NOTES 1. ORIGINAL SHEET SIZE IS 24"x36' . 2. DO NOT SCALE DRAWINGS. 3. INFORMATION FOR THE EXISTING FLOOR PLAN (DEPICTED HERE) WAS TAKEN DIRECTLY FROM THE ORIGINAL ARCHITECTURAL DRAWINGS (SUPPLIED BY THE HOMEOWNER). CONTRACTOR IS NOT TO RELY ON THESE DRAWINGS & MEASUREMENTS, AND SHOULD FIELD VERIFY ALL EXISTING CONDITIONS & MEASUREMENTS PRIOR TO ORDERING MATERIALS OR PERFORMING ANY WORK. co N A Kw- 1 A2.03 14'-0" I, 24'-4" 8 1/2" 8 1/2" 4'-8" 4'-0" 1, 5'-411 3'-0" I, 3'-2 1/2" 1, 3'-0" I 4'-611 3'-0" , 3'-2 1/2" I, 3'-0" 52'-4" F a � � J DASHED LINES REPRESENT DECK (ABOVE) EXISTING BASEMENT FLOOR PLAN SCALE: 1/4" =1'-0" 5'-4" 14'-0" 4'-0"1,4'-8" N iY) N N co MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL 9931 REGISTERED ARCHCT rBRANDON J ES Y STATE OF WASH TON SHEET TITLE EXISTING BASEMENT PLAN PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER A1n10 ©2022 COUPEarchitecture SHEET NOTES 1. ORIGINAL SHEET SIZE IS 24"x36' . 2. DO NOT SCALE DRAWINGS. 3. INFORMATION FOR THE EXISTING FLOOR PLAN (DEPICTED HERE) WAS TAKEN DIRECTLY FROM THE ORIGINAL ARCHITECTURAL DRAWINGS (SUPPLIED BY THE HOMEOWNER). CONTRACTOR IS NOT TO RELY ON THESE DRAWINGS & MEASUREMENTS, AND SHOULD FIELD VERIFY ALL EXISTING CONDITIONS & MEASUREMENTS PRIOR TO ORDERING MATERIALS OR PERFORMING ANY WORK. 1 A2.03 00, 18'-0" 14'-0" 24'-0" 14'-0" *10 6 1/2" 6 1/2" 00 6 1/2" 7'-11 112" 5'-6" 3'-0" 3'-2 1 /2" 3'-0" 4'-6" 3'-0" 3'-2 1 /2" 3'-0" 5'-5 1 /2" 8'-0" 6 1/2" '00 00 � (V O CID �rb N N co Q i � 00 N ti LO LO 9 LIVING ROOM 9 DINING BEDROOM N ' N 2 0 �7 N CLOSET CLOSET 1 `V A2.01 N O CO i DW UP KITCHEN 9 LED\ BEDROOM 0 BATH - 0 COATS CO REF O M � 80 N 22'-11 " 3'-0" 7' 11 1 / " 3'-5 M 1'-0" 00, 00,1'-0" 1'-0" 1'-0" N M 7" 7" 2'-0 3/4" 1'-0" 6 1/2" M1'-0" 5" co Ile 4'-0" 7'-3" 6'-0" 3'-101/8" 3'-1 7/8" 3'-17/8" el oo 20'-3" 11'-3" 52'-0" 1 �.O EXISTING MAIN LEVEL FLOOR PLAN SCALE: 1/4" =1'-0" v COUPE A INVE1 C��UlR MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL V�9�931 REGISTERED ARCHjj�CT . 0- — - rBRANDON J JES YE OF WASH TON SHEET TITLE EXISTING MAIN LEVEL PLAN PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER Almll ©2022 COUPEarchitecture SHEET NOTES 1. ORIGINAL SHEET SIZE IS 24"x36' . 2. DO NOT SCALE DRAWINGS. 3. INFORMATION FOR THE EXISTING FLOOR PLAN (DEPICTED HERE) WAS TAKEN DIRECTLY FROM THE ORIGINAL ARCHITECTURAL DRAWINGS (SUPPLIED BY THE HOMEOWNER). CONTRACTOR IS NOT TO RELY ON THESE DRAWINGS & MEASUREMENTS, AND SHOULD FIELD VERIFY ALL EXISTING CONDITIONS & MEASUREMENTS PRIOR TO ORDERING MATERIALS OR PERFORMING ANY WORK. O 2 O N Is 14 A2.01 q N o N � 1 A2.03 52'-0" 14'-0" 24'-0" 14'-0" 2'-11 " 4'-0" 4'-0" 6'-011 3'-5 1 /2" 4'-0" 3'-5 1/2" 6'-011 4'-0" 4'-0" 4'-0" 40 1'-0" 2'-1" 6 1/2" 6 1/2" 4 1/2" , , 6 1/2" 6 1/2" 7'-6" 12'-6" I 52'-0" 9'-10" KIM 1'-0" 1'-0" 3'-5 3/4" 3'-5 3/4" 1 '-8" 6 1/2" 6 1/2" N O N N MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL V;99�31 REGISTERED ARCHjj�CT rBRANDON J ES Y STATE OF WASH TON SHEET TITLE EXISTING UPPER LEVEL VWTI 0 PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 EXISTING UPPER LEVEL FLOOR PLAN SCALE: 1/4" =1'-0" N, SHEET NUMBER Aln12 ©2022 COUPEarchitecture SHEET NOTES COUPE 1. ORIGINAL SHEET SIZE IS 2411x36' . 2. DO NOT SCALE DRAWINGS. 3. INFORMATION FOR THE EXISTING FLOOR PLAN (DEPICTED HERE) WAS TAKEN DIRECTLY FROM THE ORIGINAL ARCHITECTURAL DRAWINGS (SUPPLIED BY THE HOMEOWNER). CONTRACTOR IS NOT TO RELY ON THESE DRAWINGS & MEASUREMENTS, AND SHOULD FIELD VERIFY ALL EXISTING CONDITIONS & MEASUREMENTS PRIOR TO ORDERING MATERIALS OR PERFORMING ANY WORK. / / / / / W LL / Q LL / Lu zc \ U)LL \ \ LL w C 2 \ A2.01 W LL Q LL W UC Z - F LL U) LL W C H EXISTING ROOF PLAN SCALE: 114" =1'-0" EXISTING EAVE (2'-0", FIELD VERIFY) EXISTING EAVE (2--0", FIELD VERIFY) W u- W � z-j U)u- w b N W LL Q W W > CD 0 Z J H W U) u- W N 1 A2.01 :01 RZCHIlTIE�CITIUJR O MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL 9931 REGISTERED ARCHACT BRANDON J ES KTOyt STATE OF WASH SHEET TITLE EXISTING ROOF PLAN PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER Aln13 SHEET NOTES COUPE 1. ORIGINAL SHEET SIZE IS 24"x36' . 2. DO NOT SCALE DRAWINGS. 3. INFORMATION FOR THE EXISTING FLOOR PLAN (DEPICTED HERE) WAS TAKEN DIRECTLY FROM THE ORIGINAL ARCHITECTURAL DRAWINGS (SUPPLIED BY THE HOMEOWNER). CONTRACTOR IS NOT TO RELY ON THESE DRAWINGS & MEASUREMENTS, AND SHOULD FIELD VERIFY ALL EXISTING CONDITIONS & MEASUREMENTS PRIOR TO ORDERING MATERIALS OR PERFORMING ANY WORK. POST $,-6„ DASHED LINE REPRESENTS EDGE OF DECK (OFF KITCHEN) ABOVE POST I EXIST. $,-6„ POST 4'- 1 " on 4'-1" D rn 4'-9 5/8" R.O. (FV) ALIGN FRAMES WITH MULLIONS AQn\iQ 1 A2.13 4'-9 5/8" R.O. (FV) ALIGN FRAMES WITH MULLIONS AQn\iG 4'-9 5/8" R.O. (FV) ALIGN FRAMES WITH MULLIONS AQn\iQ 4'-1 " an POST 4'-1" on EXIST. POST tswc;K--DOWN- POST _ _ _ _ � SPOUT & _ (ABOVE) 1-1/2" POST � LEDGER I I (n cfl 2 p 04 BLOCKH FACE-APPLOIEDDTO Lo X CV co E EXISTING WALL, co LLJ � EXTENDING OUT TO DECK POST POST Eo nr POST 0: ao r2% A2.11 POST z U) w C7 J ALIGN WINDOW WITH KITCHEN DOOR ABOVE 3T @ 12" EA. = 3'-0" DASHED LINE REPRESENTS EDGE OF DECK (OFF BEDROOM) ABOVE SEE SHEET A2-14 FOR STAIR / ENTRY CANOPY DETAILS QRCHITEC7URE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. Al 9/4/2023 CITY OF EDMONDS CYCLE 4 REPONSES ARCHITECT SEAL V;99�31 REGISTERED ARCHjj�CT BRANDON J ES Y STATE OF WASH TON SHEET TITLE NEW BASEMENT PLAN PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 BASEMENT FLOOR PLAN SCALE: 1/4" =1'-0" N, SHEET NUMBER Al ■ 50 ©2022 COUPEarchitecture SHEET NOTES 1. ORIGINAL SHEET SIZE IS 24"x36' . 2. DO NOT SCALE DRAWINGS. 3. INFORMATION FOR THE EXISTING FLOOR PLAN (DEPICTED HERE) WAS TAKEN DIRECTLY FROM THE ORIGINAL ARCHITECTURAL DRAWINGS (SUPPLIED BY THE HOMEOWNER). CONTRACTOR IS NOT TO RELY ON THESE DRAWINGS & MEASUREMENTS, AND SHOULD FIELD VERIFY ALL EXISTING CONDITIONS & MEASUREMENTS PRIOR TO ORDERING MATERIALS OR PERFORMING ANY WORK. q q POST $,-6„ POST I� Ir I I EXIST SEE SHEET Ax-xx FOR -4 DECK DETAILS I POST EDGE OF DECK ABOVE �I I Eo z_ - z w POST DECK _ 0 4 I io ao 2 A2.11 I � � > W CV LL POST wp H = E: -. oz9 z > z�-w:;tno - q 8,-6„ POST 4'-1" 1 4'-1" 1 A2.13 (i "i Ct (i Ct Ct q q MULLION MULLION MULLION MULLION MULLION MULLION POST 8,-6„ POST EXIST. EXIST. I I I I I 2'-8" 2'-7" I 4'-1" 1 R.O. R.O. EQUAL , EQUAL , EQUAL EQUAL EQUAL 3'-5" (FV) R.O. R.O. R.O. 614 EXIST. 4 1/2" 1 ALIGN � W DOWN 1 SPOUT = O co I LLJ 4 1/2" SEE SHEET Ax-xx FOR ALIGN I DECK DETAILS W 11 ---41 L - DOWN POST CN G o D SPOUT ^ I DECK I U) M , B X - ,� \ W m 2 POST cy L N O LIVING ROOM u- - - N BEDROOM B DINING �> N d co 0 OO `\ CLOSET CLOSET 1 A2.11 CV "t N DW UP �> 1-- O KITCHEN \� BEDROOM o �0 BATH 4'-1" COATS R.O. FolREF � RECESSED LANDSCAPE AREA z UP Z EXISTING R.O. DIN DIN DOWN SPOUT & SPLASH BLOCK (DIVERTED INTO 4'-0" LANDSCAPING) E0 �DN DOWN SPOUT & SPLASH EDGE OF ROOF ABOVE BLOCK (DIVERTED INTO LANDSCAPING) 8'-0" LANDING LANDING LANDING 00, 2T @ 12" EA. 3T @ 12" EA. 3T @ 12" EA. = 2'-0" = 3'-0" = 3'-0" SEE SHEET A2-14 FOR STAIR / ENTRY CANOPY DETAILS MAIN LEVEL FLOOR PLAN SCALE: 1/4" =1'-0" COUPE ARCHTECTURE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL 9931 REGISTERED ARCHI CT BRANDON J ES Y STATE OF WASH TON SHEET TITLE NEW MAIN LEVEL PLAN PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER Al ■ 5l ©2022 COUPEarchitecture SHEET NOTES 1. ORIGINAL SHEET SIZE IS 24"x36' . 2. DO NOT SCALE DRAWINGS. 3. INFORMATION FOR THE EXISTING FLOOR PLAN (DEPICTED HERE) WAS TAKEN DIRECTLY FROM THE ORIGINAL ARCHITECTURAL DRAWINGS (SUPPLIED BY THE HOMEOWNER). CONTRACTOR IS NOT TO RELY ON THESE DRAWINGS & MEASUREMENTS, AND SHOULD FIELD VERIFY ALL EXISTING CONDITIONS & MEASUREMENTS PRIOR TO ORDERING MATERIALS OR PERFORMING ANY WORK. i MULLION MULLION EXIST. 4'-1" 4'-1" EXIST. R.O. R.O. EQUAL EQUAL 1401 4 1/2" 2'-8" of SEE SHEET Ax-xx FOR R.O. DECK DETAILS U' w DECK DOWN SPOUT D 0 I Cu w w "t 6" PRIMARY BEDROOM ROOF 1 A2.13 MULLION EQUAL MULLION OPEN TO 2ND FLOOR BELOW EQUAL CL CL MULLION MULLION EXIST. 2'-8" 2'-7" 4'-1" EQUAL 3'-5" (FV) e R.O. R.O. R.O. 0,V EXIST. 4 1/2" SEE SHEET Ax-xx FOR U' W DECK DETAILS o ❑ DOWN ^ DECK co coSPOUT �' \\ W I ❑ L O STUDY z A2.11 CLOSET CLOSET CLOSET a �� � W d W w BATH ` ( ��c Lu 7i—II . DOWNSPOUT DIN 7 8 9 10 11 12 13 77/77/77/77/77/77/7777 4 3 2 1 4 1/2" 4 1/2" 4'-1" 4'-1" 4'-1" R.O. R.O. R.O. NEW WINDOW UTILIZES EXISTING WINDOW LOCATION DOWNSPOUT / W N o_ 011 U ❑ a ENTRY CANOPY ROOF a a a "A -STYLE" GUTTER All > i BEDROOM ' 4'-1" R.O. W N 011 c o a O N � �0� > U- A DOWN SPOUT & ELBOW KICK -OUT ONTO ENTRY ROOF SURFACE 0 N COUPE QRCHITEC7URE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL 9931 REGISTERED ARCHI CT rBRANDON J ES Y STATE OF WASH TON SHEET TITLE NEW UPPER LEVEL PLAN PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 UPPER LEVEL FLOOR PLAN SCALE: 1/4" =1'-0" N, SHEET NUMBER Al ■ 52 ©2022 COUPEarchitecture SHEET NOTES COUPE 1. ORIGINAL SHEET SIZE IS 24"x36' . 2. DO NOT SCALE DRAWINGS. 3. INFORMATION FOR THE EXISTING FLOOR PLAN (DEPICTED HERE) WAS TAKEN DIRECTLY FROM THE ORIGINAL ARCHITECTURAL DRAWINGS (SUPPLIED BY THE HOMEOWNER). CONTRACTOR IS NOT TO RELY ON THESE DRAWINGS & MEASUREMENTS, AND SHOULD FIELD VERIFY ALL EXISTING CONDITIONS & MEASUREMENTS PRIOR TO ORDERING MATERIALS OR PERFORMING ANY WORK. 3 w Qz NEW 4'-0" EAVE w EXTENSION o z >N W X X ww z "A -STYLE" GUTTER PRIMARY BEDROOM DECK (BE' OW) w U- w w > 00 Z w U) Z uj X O MAIN LEVEL DECK (BELOW) L— RIDGE EXISTING EAVE (2--0", FIELD VERIFY) DOWNSPOUT EXISTING SLOPE 3 w c� 0 1 A2.13 EXISTING EAVE (2'-0", FIELD VERIFY) EXISTING SLOPE DOWNSPOUT w Qz w� cn o Z >N W X X W W z NEW 4'-0" EAVE EXTENSION "A -STYLE" GUTTER STUDY DECK (BELOW �w z� �0 L J w �' RIDGE MAINTAIN SAME MAINTAIN SAME RIDGE VENT AREA ; RIDGE VENT AREA J �= � a_ a l� X U) wi JP w X cn wi n EXISTING _EXISTING SLOPE SLOPE � L ENTRY CANOPY "A -STYLE" GUTTER 3 � "A -STYLE" GUTTER ROOF (BELOW) L ° ❑ - ❑ - ❑ NEW 4'-0" EAVE NEW 4'-0" EAVE EXTENSION EXTENSION OCEDAR SOFFIT. 1"x4" CLEAR CEDAR TONGUE -AND -GROOVE SIDING, MAHOGANY STAIN, BLIND NAILED. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. wU- Q w w > 0 0 Z J �Lu - X o W , N W W 0 0 Z J W_ _W W X- W , N DI 3 QRCHITEC7URE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL 9931 REGISTERED ARCHI CT BRANDON J�AKAES Y ✓ STATE OF WASH TON SHEET TITLE NEW ROOF PLAN PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 ROOF PLAN SCALE: 1/4" =1'-0" N, Al SHEET NUMBER ■ 53 ©2022 COUPEarchitecture SHEET NOTES 1. ORIGINAL SHEET SIZE IS 2411x36' . 2. DO NOT SCALE OFF OF DRAWINGS. IF LOCATION OF A WALL / ELEMENT / ETC. IS UNKNOWN, CONTACT ARCHITECT. EXISTING NORTH ELEVATION SCALE: 1 /4" =1'-0" 0 2' 4' 8' 16' EXISTING SOUTH ELEVATION SCALE: 1/4" =1'-0" LL ry �w �o J LLI LL ry Lu > F- p J LLI 25-0" HEIGHT LIMIT (ELEV. 263.48') UPPER LEVEL CEILING = +24'-8" UPPER LEVEL FINISH FLOOR = +16'-11" MAIN LEVEL CEILING = +16-1" MAIN LEVEL FINISH FLOOR = +8'-4" (ELEV. 244.9') BASEMENT LEVEL \ CEILING = +7'-6" LL Fy > AVERAGE GRADE PLANE o (ELEV. 238.48') LL BASEMENT LEVEL FINISH FLOOR = 0'-0" (ELEV. 235.8') OGARAGE DOOR. DEMO DOOR, TRACK & MOTOR. OGARAGE DOOR TRIM. DEMO 2"x10" (FIELD VERIFY) DOOR JAMB & HEAD TRIM. (�) SIDING & TRIM. DEMO ALL SIDING & TRIM ON ENTIRE FACADE. (�) ROOFING. DEMO ALL ROOFING & FELT / UNDERLAYMENT. OENTRY ROOF & STAIRS. DEMO ALL ASPECTS OF THE MAIN ENTRANCE ROOF & STAIRS. OWINDOWS & DOORS. DEMO ALL WINDOWS & DOORS (�) DECKS. DEMO ALL DECKS & RAILINGS 0 2' 4' 8' 16' COUPE ARCHTECTURE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL 9931 REGISTERED ARCHACT BRANDON 41i�14 SQKTON STATE OF ASH SHEET TITLE EXISTING NORTH / SOUTH ELEVATIONS PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER A2n0l ©2022 COUPEarchitecture SHEET NOTES 1. ORIGINAL SHEET SIZE IS 24"x36' . 2. DO NOT SCALE OFF OF DRAWINGS. IF LOCATION OF A WALL / ELEMENT/ ETC. IS UNKNOWN, CONTACT ARCHITECT. EXISTING EAST ELEVATION 0 2' 4' 8' 16' LL ry �w r` ❑ J w 25-0" HEIGHT LIMIT (ELEV. 263.48') UPPER LEVEL CEILING = +24'-8" UPPER LEVEL FINISH FLOOR = +16'-11" MAIN LEVEL CEILING = +16'-1" MAIN LEVEL FINISH FLOOR = +8'-4" (ELEV. 244.9') BASEMENT LEVEL \ CEILING = +7'-6" LL Fy > AVERAGE GRADE PLANE r 0 (ELEV. 238.48') � Y `J BASEMENT LEVEL FINISH FLOOR = 0'-0" (ELEV. 235.8') OGARAGE DOOR. DEMO DOOR, TRACK & MOTOR. OGARAGE DOOR TRIM. DEMO 2"x10" (FIELD VERIFY) DOOR JAMB & HEAD TRIM. (:�) SIDING & TRIM. DEMO ALL SIDING & TRIM ON ENTIRE FACADE. (:�) ROOFING. DEMO ALL ROOFING & FELT / UNDERLAYMENT. 05 ENTRY ROOF & STAIRS. DEMO ALL ASPECTS OF THE MAIN ENTRANCE ROOF & STAIRS. OWINDOWS & DOORS. DEMO ALL WINDOWS & DOORS 07 DECKS. DEMO ALL DECKS & RAILINGS COUPE ARCHTECTURE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL 9931 REGISTERED FARCHI CT DON J ES YE OF WASH TON SHEET TITLE EXISTING EAST ELEVATION PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER A2n02 SCALE: 1/4" =1'-0" SHEET NOTES 1. ORIGINAL SHEET SIZE IS 2411x36' . 2. DO NOT SCALE OFF OF DRAWINGS. IF LOCATION OF A WALL / ELEMENT / ETC. IS UNKNOWN, CONTACT ARCHITECT. EXISTING WEST ELEVATION 0 2' 4' 8' 16' LL ry �w �o J LLI LL ry Lu > F- p J LLI 25-0" HEIGHT LIMIT (ELEV. 263.48') UPPER LEVEL CEILING = +24'-8" UPPER LEVEL FINISH FLOOR = +16'-11" MAIN LEVEL CEILING = +16-1" MAIN LEVEL FINISH FLOOR = +8'-4" (ELEV. 244.9') BASEMENT LEVEL \ CEILING = +7'-6" LL Fy > AVERAGE GRADE PLANE o (ELEV. 238.48') LL BASEMENT LEVEL FINISH FLOOR = 0'-0" (ELEV. 235.8') OGARAGE DOOR. DEMO DOOR, TRACK & MOTOR. OGARAGE DOOR TRIM. DEMO 2"x10" (FIELD VERIFY) DOOR JAMB & HEAD TRIM. (�) SIDING & TRIM. DEMO ALL SIDING & TRIM ON ENTIRE FACADE. (�) ROOFING. DEMO ALL ROOFING & FELT / UNDERLAYMENT. OENTRY ROOF & STAIRS. DEMO ALL ASPECTS OF THE MAIN ENTRANCE ROOF & STAIRS. OWINDOWS & DOORS. DEMO ALL WINDOWS & DOORS (�) DECKS. DEMO ALL DECKS & RAILINGS COUPE ARCHTECTURE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL 9931 REGISTERED ARCHACT rBRANDON J�S�E OF v3ASH TON SHEET TITLE EXISTING WEST ELEVATION PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER SCALE: 1 /4" =1'-0" A2n03 ©2022 COUPEarchitecture SHEET NOTES NOTE: FOR CLARIFCATION OF THE BUILDING COLORS, REFERENCE THE PROJECT RENDERING IMAGES IN THE A9-SERIES DRAWINGS. COUPE 1. ORIGINAL SHEET SIZE IS 24"x36' . 2. DO NOT SCALE OFF OF DRAWINGS. LOCATION OF A WALL / ELEMENT / ETC UNKNOWN, CONTACT ARCHITECT. IF IS 01 LAP BOARD SIDING(DARKGRAY). JAMES HARDIE "HARDI-PLANK" LAP �O SIDING, "SMOOTH", PRIMED FOR PAINT . 6 EXPOSURE. INSTALL AS A RAINSCREEN SYSTEM. COLOR = SHERWIN WILLIAMS "SW-7068 GRIZZLE GRAY". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. 02 PANEL SIDING (DARK GRAY). JAMES HARDIE "HARDI-PANEL". INSTALL AS A RAINSCREEN SYSTEM. UTILIZE MANUFACTURER -APPROVED STAINLESS STEEL JOINTS. JOINTS SHOULD BE LOCATED AS SHOWN (DASHED) ON DRAWINGS. IF NO JOINTS ARE SHOWN, CONTACT ARCHITECT FIRST FOR CLARIFICATION. PANEL SIZES SHOULD NEVER O EXCEED MANUFACTURER'S RECOMMENDATIONS. COLOR = SHERWIN WILLIAMS "SW-7068 GRIZZLE GRAY". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. 3 CEDAR SOFFIT. 1"x4" CLEAR CEDAR TONGUE -AND -GROOVE SIDING, O O MAHOGANY STAIN, BLIND NAILED. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. OSTEEL. SIZE PER STRUCTURAL DRAWINGS. COAT WITH EXTERIOR -GRADE PRIMER. PAINT WITH EXTERIOR STEEL -GRADE PAINT. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". NORTH ELEVATION (NEW) 0 1 SCALE: 1 /4" =1'-0" PANEL SIDING (BLACK). JAMES HARDIE "HARD I -PANEL". INSTALL AS A RAINSCREEN SYSTEM. UTILIZE MANUFACTURER -APPROVED STAINLESS STEEL JOINTS. JOINTS SHOULD BE LOCATED AS SHOWN ON DRAWINGS. IF NO JOINTS ARE SHOWN, CONTACT ARCHITECT FIRST FOR CLARIFICATION. PANEL SIZES SHOULD NEVER EXCEED MANUFACTURER'S RECOMMENDATIONS. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. COLUMN WRAPS. WRAP COLUMNS WITH 1 "x WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. TRIM. UTILIZE 2"x WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. 2' 4' 8' 16' 08 BOARD &BATTEN SIDING (DARK GRAY). JAMES HARDIE VERTICAL SIDING, A11 SMOOTH , PRIMED FOR PAINT . BATTENS AT 16 O.C. (STUD -SPACING) OVER JAMES HARDIE 4'-0" PANEL SHEETS. INSTALL AS A RAINSCREEN SYSTEM. COLOR = SHERWIN WILLIAMS "SW-7068 GRIZZLE GRAY". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. (i) 2 PLYWOOD PANEL. 1/2" 4'x8' OKUME BS-1088 PLYWOOD - SOURCE FROM CROSSCUT HARDWOODS (4100 1ST AVE S., SEATTLE, WA). INSTALL AS A RAINSCREEN SYSTEM. ALL PANEL FACES & EDGES (FIELD -CUT OR NOT) SHALL BE SEALED WITH CLEAR -COAT EXTERIOR POLYURETHANE, MATTE SHEEN. EDGE -SEALING TO BE DONE (AND COMPLETELY CURED) PRIOR TO INSTALLATION. UTILIZE JAMES HARDIE SYSTEM STAINLESS STEEL JOINTS. JOINTS SHOULD BE LOCATED AS SHOWN ON DRAWINGS. IF NO JOINTS ARE SHOWN, CONTACT ARCHITECT FIRST FOR CLARIFICATION. COLOR = CHERRY. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. ASPHALT SHINGLE ROOF. CERTAINTEED "LANDMARK" SERIES. COLOR = MAX DEF MOIRE BLACK. ROOF SHEATHING SHOULD BE COVERED WITH MINIMUM OF 30-POUND FELT PAPER AND CORRESPONDING ICE SHIELD, AND CARRY A MINIMUM 30-YEAR WARRANTY. VALLEYS TO BE COLOR -MATCHED METAL. RIDGE VENTS TO BE INSTALLED WITH LAPS FACING EAST OR NORTH (SO THAT PROMINENT WINDS DON'T LIFT ANY SHINGLES). CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. SOUTH ELEVATION (NEW) SCALE: 1 /4" =1'-0" U LL Fy �w > �o J W 25-0" HEIGHT LIMIT (ELEV. 263.48') Ilk UPPER LEVEL CEILING = +24'-8" UPPER LEVEL FINISH FLOOR = +16-11" MAIN LEVEL CEILING = +16-1" MAIN LEVEL FINISH FLOOR = +8'-4" (ELEV. 244.9') BASEMENT LEVEL \ CEILING = +7'-6" LL Fy Lu T > AVERAGE GRADE PLANE o (ELEV. 238.48') FL BASEMENT LEVEL FINISH FLOOR = 0'-0" (ELEV. 235.8') ROOF FASCIA BOARDS & GUTTERS. FASCIA BOARD TO BE 1" x 10" WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). GUTTERS TO BE CUSTOM RECTANGULAR (3" DEEP BY 6" TALL), WITH 2" BY 2" SQUARE DOWNSPOUTS (LOCATION PER CIVIL & ARCHITECT). DOWNSPOUT COLOR TO MATCH ADJACENT FACADE SURFACE. PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. DECK FASCIA. FASCIA BOARD TO BE 1" x 12" WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. CEDAR TRELLIS. CLEAR CEDAR 2x6 BOARDS, SPACED 8" ON CENTER (WITH TOP OF TOP BOARD NEAR SOFFIT SPACED 2-1/2" DOWN FROM SOFFIT). STAIN TO MATCH MAHOGANY CEDAR SIDING. STEEL TUBES HAVE THREADED STUDS WELDED TO THEM FOR MOUNTING OF BOARDS. CONCRETE. CONCRETE PER STRUCTURAL DRAWINGS. CLEAN & UNDAMAGED FORM BOARDS TO BE UTILIZED, TO ENSURE A HIGH -QUALITY FINISH AESTHETIC. PROPER VIBRATION OF CONCRETE TO BE UTILIZED DURING PLACEMENT, SO THAT NO 'HONEYCOMBING' OCCURS (THEREFORE AVOIDING ANY'SACKING & PATCH' FIXES). BLACK TAR/RUBBER ROLL-ON WATERPROOFING (NOT DAMPPROOFING) TO STOP 2" ABOVE FINISH GRADE. DRAINAGE MAT TO BE INSTALLED OVER WATERPROOFING (GRADE DOWN TO BOTTOM OF FOOTING) 2' 4' 8' 16' ARCHITECTURE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL {9931 REGISTERED ARCHI CT BRANDON J ES Y STATE OF WASH TON SHEET TITLE NEW NORTH / SOUTH ELEVATIONS PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER A2n1 SHEET NOTES NOTE: FOR CLARIFICATION OF THE BUILDING COLORS, REFERENCE THE PROJECT RENDERING IMAGES IN THE A9-SERIES DRAWINGS. COUPE 1. ORIGINAL SHEET SIZE IS 24"x36' . 2. DO NOT SCALE OFF OF DRAWINGS. LOCATION OF A WALL / ELEMENT/ ETC UNKNOWN, CONTACT ARCHITECT. T IS 01 LAP BOARD SIDING (DARK GRAY). JAMES HARDIE "HARDI-PLANK" LAP SIDING, "SMOOTH", PRIMED FOR PAINT". 6 EXPOSURE. INSTALL AS A RAINSCREEN SYSTEM. COLOR = SHERWIN WILLIAMS "SW-7068 GRIZZLE GRAY". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. 02 PANEL SIDING (DARK GRAY). JAMES HARDIE "HARD I -PANEL". INSTALL AS A RAINSCREEN SYSTEM. UTILIZE MANUFACTURER -APPROVED STAINLESS STEEL JOINTS. JOINTS SHOULD BE LOCATED AS SHOWN (DASHED) ON DRAWINGS. IF NO JOINTS ARE SHOWN, CONTACT ARCHITECT FIRST FOR CLARIFICATION. PANEL SIZES SHOULD NEVER EXCEED MANUFACTURER'S RECOMMENDATIONS. COLOR = SHERWIN WILLIAMS "SW-7068 GRIZZLE GRAY". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. OCEDAR SOFFIT. 1"x4" CLEAR CEDAR TONGUE -AND -GROOVE SIDING, MAHOGANY STAIN, BLIND NAILED. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. OSTEEL. SIZE PER STRUCTURAL DRAWINGS. COAT WITH EXTERIOR -GRADE PRIMER. PAINT WITH EXTERIOR STEEL -GRADE PAINT. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". EAST ELEVATION (NEW) OPANEL SIDING (BLACK). JAMES HARDIE "HARD I -PANEL". INSTALL AS A 08 BOARD & BATTEN SIDING (DARKGRAY). JAMES HARDIE VERTICAL SIDING, 11 RAINSCREEN SYSTEM. UTILIZE MANUFACTURER -APPROVED "SMOOTH", "PRIMED FOR PAINT". BATTENS AT 16" O.C. (STUD -SPACING) STAINLESS STEEL JOINTS. JOINTS SHOULD BE LOCATED AS SHOWN ON OVER JAMES HARDIE 4'-0" PANEL SHEETS. INSTALL AS A RAINSCREEN DRAWINGS. IF NO JOINTS ARE SHOWN, CONTACT ARCHITECT FIRST SYSTEM. COLOR = SHERWIN WILLIAMS "SW-7068 GRIZZLE GRAY". FOR CLARIFICATION. PANEL SIZES SHOULD NEVER EXCEED PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) MANUFACTURER'S RECOMMENDATIONS. COLOR = SHERWIN WILLIAMS WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT SUSPECTED DESIGN DEVIATIONS. MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. O O COLUMN WRAPS. WRAP COLUMNS WITH 1"x WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. TRIM. UTILIZE 2"x WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. 0 2' 4' 8' 16' PLYWOOD PANEL. 1/2" 4'x8' OKUME BS-1088 PLYWOOD -SOURCE FROM CROSSCUT HARDWOODS (4100 1ST AVE S., SEATTLE, WA). INSTALL AS A RAINSCREEN SYSTEM. ALL PANEL FACES & EDGES (FIELD -CUT OR NOT) SHALL BE SEALED WITH CLEAR -COAT EXTERIOR POLYURETHANE, MATTE SHEEN. EDGE -SEALING TO BE DONE (AND COMPLETELY CURED) PRIOR TO INSTALLATION. UTILIZE JAMES HARDIE SYSTEM STAINLESS STEEL JOINTS. JOINTS SHOULD BE LOCATED AS SHOWN ON DRAWINGS. IF NO JOINTS ARE SHOWN, CONTACT ARCHITECT FIRST FOR CLARIFICATION. COLOR = CHERRY. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. ASPHALT SHINGLE ROOF. CERTAINTEED "LANDMARK" SERIES. COLOR = MAX DEF MOIRE BLACK. ROOF SHEATHING SHOULD BE COVERED WITH MINIMUM OF 30-POUND FELT PAPER AND CORRESPONDING ICE SHIELD, AND CARRY A MINIMUM 30-YEAR WARRANTY. VALLEYS TO BE COLOR -MATCHED METAL. RIDGE VENTS TO BE INSTALLED WITH LAPS FACING EAST OR NORTH (SO THAT PROMINENT WINDS DON'T LIFT ANY SHINGLES). CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. 25-0" HEIGHT LIMIT (ELEV. 263.48') =NTS 42" HIGH \ UPPER LEVEL GLASS RAILING CEILING = +24'-8" LL ry �w > r` ❑ J w UPPER LEVEL FINISH FLOOR = +16'-11" MAIN LEVEL CEILING = +16-1" MAIN LEVEL FINISH FLOOR = +8'-4" (ELEV. 244.9') BASEMENT LEVEL \ CEILING = +7'-6" LL Fy > AVERAGE GRADE PLANE r o (ELEV. 238.48') LL BASEMENT LEVEL FINISH FLOOR = 0'-0" (ELEV. 235.8') ROOF FASCIA BOARDS & GUTTERS. FASCIA BOARD TO BE 1" x 10" WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). GUTTERS TO BE CUSTOM RECTANGULAR (3" DEEP BY 6" TALL), WITH 2" BY 2" SQUARE DOWNSPOUTS (LOCATION PER CIVIL & ARCHITECT). DOWNSPOUT COLOR TO MATCH ADJACENT FACADE SURFACE. PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. DECK FASCIA. FASCIA BOARD TO BE 1" x 12" WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. CEDAR TRELLIS. CLEAR CEDAR 2x6 BOARDS, SPACED 8" ON CENTER (WITH TOP OF TOP BOARD NEAR SOFFIT SPACED 2-1/2" DOWN FROM SOFFIT). STAIN TO MATCH MAHOGANY CEDAR SIDING. STEEL TUBES HAVE THREADED STUDS WELDED TO THEM FOR MOUNTING OF BOARDS. CONCRETE. CONCRETE PER STRUCTURAL DRAWINGS. CLEAN & UNDAMAGED FORM BOARDS TO BE UTILIZED, TO ENSURE A HIGH -QUALITY FINISH AESTHETIC. PROPER VIBRATION OF CONCRETE TO BE UTILIZED DURING PLACEMENT, SO THAT NO 'HONEYCOMBING' OCCURS (THEREFORE AVOIDING ANY'SACKING & PATCH' FIXES). BLACK TAR/RUBBER ROLL-ON WATERPROOFING (NOT DAMPPROOFING) TO STOP 2" ABOVE FINISH GRADE. DRAINAGE MAT TO BE INSTALLED OVER WATERPROOFING (GRADE DOWN TO BOTTOM OF FOOTING) ARCHITECTURE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL 9931 REGISTERED FARCHI CT DON J ES YE OF WASH TON SHEET TITLE NEW EAST ELEVATION PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER A2ml SCALE: 1/4" =1'-0" SHEET NOTES NOTE: FOR CLARIFCATION OF THE BUILDING COLORS, REFERENCE THE PROJECT RENDERING IMAGES IN THE A9-SERIES DRAWINGS. COUPE 1. ORIGINAL SHEET SIZE IS 24"x36' . 2. DO NOT SCALE OFF OF DRAWINGS. LOCATION OF A WALL / ELEMENT / ETC UNKNOWN, CONTACT ARCHITECT. DASHED LINE REPRES (RIM -JOIST MOUNTED) C SYS' 01 LAP BOARD SIDING(DARKGRAY). JAMES HARDIE "HARDI-PLANK" LAP SIDING, SMOOTH'"PRIMED PRIMED FOR PAINT . 6 EXPOSURE. INSTALL AS A RAINSCREEN SYSTEM. COLOR = SHERWIN WILLIAMS "SW-7068 GRIZZLE GRAY". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. 02 PANEL SIDING (DARK GRAY). JAMES HARDIE "HARDI-PANEL". INSTALL AS A RAINSCREEN SYSTEM. UTILIZE MANUFACTURER -APPROVED STAINLESS STEEL JOINTS. JOINTS SHOULD BE LOCATED AS SHOWN (DASHED) ON DRAWINGS. IF NO JOINTS ARE SHOWN, CONTACT ARCHITECT FIRST FOR CLARIFICATION. PANEL SIZES SHOULD NEVER EXCEED MANUFACTURER'S RECOMMENDATIONS. COLOR = SHERWIN WILLIAMS "SW-7068 GRIZZLE GRAY". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. OCEDAR SOFFIT. 1"x4" CLEAR CEDAR TONGUE -AND -GROOVE SIDING, MAHOGANY STAIN, BLIND NAILED. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. OSTEEL. SIZE PER STRUCTURAL DRAWINGS. COAT WITH EXTERIOR -GRADE PRIMER. PAINT WITH EXTERIOR STEEL -GRADE PAINT. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". WEST ELEVATION (NEW) OPANEL SIDING (BLACK). JAMES HARDIE "HARD I -PANEL". INSTALL AS A 08 BOARD & BATTEN SIDING (DARK GRAY). JAMES HARDIE VERTICAL SIDING, 11 RAINSCREEN SYSTEM. UTILIZE MANUFACTURER -APPROVED "SMOOTH", "PRIMED FOR PAINT". BATTENS AT 16" O.C. (STUD -SPACING) STAINLESS STEEL JOINTS. JOINTS SHOULD BE LOCATED AS SHOWN ON OVER JAMES HARDIE 4'-0" PANEL SHEETS. INSTALL AS A RAINSCREEN DRAWINGS. IF NO JOINTS ARE SHOWN, CONTACT ARCHITECT FIRST SYSTEM. COLOR = SHERWIN WILLIAMS "SW-7068 GRIZZLE GRAY". FOR CLARIFICATION. PANEL SIZES SHOULD NEVER EXCEED PRIME SURFACE (IF NOT ALREADY PRE -PRIMED BY JAMES HARDIE) MANUFACTURER'S RECOMMENDATIONS. COLOR = SHERWIN WILLIAMS WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED PRE -PRIMED BY JAMES HARDIE) WITH APPROVED EXTERIOR SHERWIN OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT SUSPECTED DESIGN DEVIATIONS. MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. O O COLUMN WRAPS. WRAP COLUMNS WITH 1"x WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. TRIM. UTILIZE 2"x WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. 0 2' 4' 8' 16' PLYWOOD PANEL. 1/2" 4'x8' OKUME BS-1088 PLYWOOD - SOURCE FROM CROSSCUT HARDWOODS (4100 1ST AVE S., SEATTLE, WA). INSTALL AS A RAINSCREEN SYSTEM. ALL PANEL FACES & EDGES (FIELD -CUT OR NOT) SHALL BE SEALED WITH CLEAR -COAT EXTERIOR POLYURETHANE, MATTE SHEEN. EDGE -SEALING TO BE DONE (AND COMPLETELY CURED) PRIOR TO INSTALLATION. UTILIZE JAMES HARDIE SYSTEM STAINLESS STEEL JOINTS. JOINTS SHOULD BE LOCATED AS SHOWN ON DRAWINGS. IF NO JOINTS ARE SHOWN, CONTACT ARCHITECT FIRST FOR CLARIFICATION. COLOR = CHERRY. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. ASPHALT SHINGLE ROOF. CERTAINTEED "LANDMARK" SERIES. COLOR = MAX DEF MOIRE BLACK. ROOF SHEATHING SHOULD BE COVERED WITH MINIMUM OF 30-POUND FELT PAPER AND CORRESPONDING ICE SHIELD, AND CARRY A MINIMUM 30-YEAR WARRANTY. VALLEYS TO BE COLOR -MATCHED METAL. RIDGE VENTS TO BE INSTALLED WITH LAPS FACING EAST OR NORTH (SO THAT PROMINENT WINDS DON'T LIFT ANY SHINGLES). CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. 25-0" HEIGHT LIMIT (ELEV. 263.48') TENTS 42" HIGH GLASS RAILING LL E Lu J Lu LL ry Lu > r 0 J Lu UPPER LEVEL CEILING = +24'-8" UPPER LEVEL FINISH FLOOR = +16-11" MAIN LEVEL CEILING = +16-1" MAIN LEVEL FINISH FLOOR = +8'-4" (ELEV. 244.9') BASEMENT LEVEL \ CEILING = +T-6" i LL Fy > AVERAGE GRADE PLANE (ELEV. 238.48') LL BASEMENT LEVEL FINISH FLOOR = 0'-0" (ELEV. 235.8') ROOF FASCIA BOARDS & GUTTERS. FASCIA BOARD TO BE 1" x 10" WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). GUTTERS TO BE CUSTOM RECTANGULAR (3" DEEP BY 6" TALL), WITH 2" BY 2" SQUARE DOWNSPOUTS (LOCATION PER CIVIL & ARCHITECT). DOWNSPOUT COLOR TO MATCH ADJACENT FACADE SURFACE. PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. DECK FASCIA. FASCIA BOARD TO BE 1" x 12" WINDSOR ONE TRIM BOARD. COLOR = SHERWIN WILLIAMS "SW-6258 TRICORN BLACK". PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH APPROVED EXTERIOR SHERWIN WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CONSULT ARCHITECT WITH ANY CONTRADICTING INFORMATION OR SUSPECTED DESIGN DEVIATIONS. CEDAR TRELLIS. CLEAR CEDAR 2x6 BOARDS, SPACED 8" ON CENTER (WITH TOP OF TOP BOARD NEAR SOFFIT SPACED 2-1/2" DOWN FROM SOFFIT). STAIN TO MATCH MAHOGANY CEDAR SIDING. STEEL TUBES HAVE THREADED STUDS WELDED TO THEM FOR MOUNTING OF BOARDS. CONCRETE. CONCRETE PER STRUCTURAL DRAWINGS. CLEAN & UNDAMAGED FORM BOARDS TO BE UTILIZED, TO ENSURE A HIGH -QUALITY FINISH AESTHETIC. PROPER VIBRATION OF CONCRETE TO BE UTILIZED DURING PLACEMENT, SO THAT NO 'HONEYCOMBING' OCCURS (THEREFORE AVOIDING ANY'SACKING & PATCH' FIXES). BLACK TAR/RUBBER ROLL-ON WATERPROOFING (NOT DAMPPROOFING) TO STOP 2" ABOVE FINISH GRADE. DRAINAGE MAT TO BE INSTALLED OVER WATERPROOFING (GRADE DOWN TO BOTTOM OF FOOTING) ARCH TECTURE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL 9931 REGISTERED ARCHI CT BRANDON J� ES Y STATE OF WASH TON SHEET TITLE NEW WEST ELEVATION PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER A2n1 SCALE: 1 /4" =1'-0" COUPE ARCHTECTURE i •.': w Q U Lu • : z ., ::.. U) z ,, • . . • , Cf)❑w W CO Cl) ... ..7777-7777777777 0 ofmW_ • •.: o❑w �u� N (/) Q W '^ -. -... ..' • • .... N ❑ L.L 71 v''^^ Q l O ,.. '.. .. ..., ., J W .. .. 4. - ° ° . b ° .. .. .. °- °.- °' .. ...•, ,.... ... _< ..., :., .,': _fir. • �.' • •.. ° RECESSED ° ° ° d Q UCn )° PLANTER °. ° _..:.,...., w AREA ° c SEE PLANS)Q < d 44uj ° ° • , r o ❑ .. O ° ... U Q N U) Q U)° ❑ d ° - Ll (h O W Of d • • •:. �ZZ 00 Lu OO Qw Q ° d ° d°a • _ _�� w Lu U)O d ''° q ° U)af m Q J cc) - - 'a 'b. - '• • •- J DO Z Q U Q d'° J w Q W UU ❑ Q d ° • " �H 0Cn wU' O ❑ .° °° • . • •- Q OLL Q m W _ 0 0 ° O LU LU W i U w m ° 'd °'.° ° .° .. °' ° ° d °' ° ° ad a° d m O J d .°. Z N Q ❑ Z ❑ CO 0 0U � w a0 ❑— 1/2" DIAMETER THREADED STUDS (1-1/2" LONG) WELDED TO 0 0 m w 0 CENTERLINE OF STEEL HSS TUBES / POSTS FOR MOUNTING OF u- p p Q Q CEDAR BOARDS (WHERE OCCURS), TYPICAL. CENTERLINE OF ~ w o cwn O THREADED STUDS ARE TO BE 1-1/4" FROM TOP AND BOTTOM m F U DO OF 2x6 (1-1/2" x 5-1/2" ACTUAL) CEDAR BOARD. CEDAR BOARDS J Oz X J Q U Q (AT THREADED STUD HOLE LOCATIONS) TO BE ROUTED OUT `� z0 WITH 1-1/8" BIT, HALF OF THE DEPTH OF THE CEDAR BOARD 0 U U (I.E. 3/4"), IN ORDER FOR NUT & 1/2"x1"OD WASHER TO BE 00 COUNTERSUNK. ALL STEEL AND HARDWARE TO BE PREPARED 0 w 2E & PRIMED FOR MARINE AIR RESISTANCE, AS WELL AS PAINTED LL 00 BLACK ("SW-6258 TRICORN BLACK"). 0 m CUSTOM CEDI TO SUP AESTHETIC AND CEDAR 2x6 BO/ ENTRY STAIR SLATTED WALLS MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL 9931 REGISTERED ARCHI CT BRANDON J ES Y STATE OF WASH TON SHEET TITLE STAIR SLATTED WALL ELEVATIONS PROJECT NO. EDS : COUPE: 202105 SHEET DATE 12 / 10 / 2022 SHEET NUMBER A2ml SCALE: 118" =1'-0" SHEET NOTES EXTERIOR INTERIOR EXTERIOR INTERIOR S.A.F.F. (APPLIED 1 FOURTH AFTER 3 1. ORIGINAL SHEET SIZE IS 24"x36". STAINLESS STEEL 8 3 /W\ r HEAD FLASHING) ROUGH 8 R-10 RIGID R-10 RIGID 2. REFER TO SHEET A5.41 FOR WALL TYPES (DESIGNATED B ). AIII OPENING 4 - WEATHER BARRIER INSULATION DIMENSION 4 INSULATION KEYNOTES (NOTES APPLY TO THIS SHEET ONLY) _ ` POINT = 11 N 5 ,r _ 5 WRAP INTO 7 2 1 WINDOW. SEE SCHEDULES IN A6-Ox SERIES. O () I ROUGH 9 WINDOW HEAD OPENING 7 WRAP INTO AND JAMB 8 9 2 WINDOW HEADER. TWO 2 2"x8" STUDS DOUG. FIR #2 WITH ONE 1 () ( ) () O I I DIMENSION POINT ROUGH WINDOW HEAD I 8 OPENING - SHEETS OF 1/2 CDX PLYWOOD AND 2 OF R 10 RIGID INSULATION STAINLESS TEFL S SS S 8 SANDWICHED IN-BETWEEN STUDS. BOX / CAP HEADER USING 2"x6" STUDS (DOUG. FIR #2) -BOTH TOP &BOTTOM. USE ADHESIVE (PL I I FLASHING (APPLIED THIRD AFTER JAMB 6 1 DIMENSION POINT 6 8 PREMIUM) ON EVERY INTERIOR SURFACE OF HEADER. SISTER ENTIRE S.A.F.F. S) - THIS HEADER TOGETHER WITH 16d NAILS STAGGERED AT 12" ON CENTER - LOCATION WHERE 1 OR DOOR BOTH SIDES OF HEADER. I OCCURS. 3 WEATHER BARRIER. BASIS OF DESIGN = TYVEK HOME WRAP & TYVEK S.A.F.F. (APPLIED SECOND AFTER SILL INTERMEDIATE WINDOW HEAD O TYP. WINDOW(AND DOOR HEAD ) TAPE. INSTALL PER MANUFACTURER SPECIFICATIONS, UNLESS SAFF)2 SCALE: 3" = V-0" SCALE: 3" = V-0" DIMENSIONS/NOTES ON DRAWINGS CONFLICT, THEN CONTACT ARCHITECT FOR CLARIFICATION. TAPE OVER ALL STAPLE / FASTENER PENETRATIONS. WRAP INTO ALL EXTERIOR OPENINGS FOR THE FULL OVERLAP WEATHER DEPTH OF FRAMING. BARRIER PER MANUFACTURER 4 SHEATHING. 1/2" OSB (ORIENTED STRAND BOARD) OR 1/2" CDX O SPECIFICATIONS EXTERIOR 10 INTERIOR PLYWOOD. REFER TO STRUCTURAL NOTES FOR FASTENER SIZE & ,I I 5 1 5 10 NAILING PATTERN. O EXTERIOR FINISH. REFER TO ELEVATIONS. \ — ROUGH 8 8 OUG 1 OR DOOR O FLASHING. STAINLESS STEEL "Z" WINDOW HEAD FLASHING. EXTEND O OIL OPENING „ 3/4 EXTENSION DIMENSION 7 � �H AA 8 __2 ROUGH 8 FLASHING 1" PAST WINDOW OR JAMB TRIM (WHICHEVER IS GREATER) I POINT 12 OPENING 3/4" EXTENSION O SELF ADHERED FLEXIBLE FLASHING (S.A.F.F.). BASIS OF DESIGN = 5 WRAP INTO ROUGH 9 DIMENSION 7 WINDOW (PER WINDOW JAMB POINT GRACE VYCOR PLUS. INSTALL PER MANUFACTURER SPECIFICATIONS, SCHEDULE) OgL OPENING 4 UNLESS DIMENSIONS/NOTES ON DRAWINGS CONFLICT, THEN CONTACT DIMENSION 3/4" EXTENSION WRAP INTO ARCHITECT FOR CLARIFICATION. UTILIZE MANUFACTURER'S SPECIFIED _ J S.A.F.F. — SELF WINDOW NAIL POINT 8 8 9 4 WINDOW JAMB WIDTH OF S.A.F.F. PER AREA OF INSTALLATION. SEE DETAIL 7 (THIS ADHERED FLEXIBLE FLANGE SHEET) FOR INSTALLATION SEQUENCE. FLASHING 3 1 5 /W\\\ Og CAULKING. BASIS OF DESIGN = DAP ALEX. INSTALL PER S.A.F.F. (APPLIED 5 10 2 3 MANUFACTURER SPECIFICATIONS, UNLESS DIMENSIONS/NOTES ON FIRST) DRAWINGS CONFLICT, THEN CONTACT ARCHITECT FOR CLARIFICATION. S.A.F.F. DETAIL (TYPICAL. ALL FILL GAP COMPLETELY (UTILIZE BACKER ROD IF NEEDED), SAND SMOOTH, PAINT. WINDOWS) INTERMEDIATE WINDOW JAMB TYP. WINDOW JAMB OGYPSUM BOARD. SEE WALL TYPES FOR DETAILED INFORMATION. SCALE: 3" = V-0" SCALE: 3" = V-0" 5 SCALE: 3" = 1'-0" 10 WINDOWSILL. 1" NOMINAL (3/4" ACTUAL) THICK PRE -PRIMED SOLID WOOD SILL. CAULK AROUND ENTIRE PERIMETER, SAND SMOOTH, PRIME & PAINT. BASIS OF DESIGN = WINDSOR ONE. 11 INTERMEDIATE WINDOW HEADER. TWO (2) 2"x4" STUDS (DOUG. FIR #2) DOUBLE TOP PLATE DOUBLE TOP PLATE WITH ONE (1) SHEET OF 1/2 CDX PLYWOOD AND 2 OF R-10 RIGID 1 INSULATION SANDWICHED IN-BETWEEN STUDS. BOX / CAP HEADER USING 1/2" CDX PLYWOOD - BOTH TOP AND BOTTOM (TO PROVIDE 8 NEEDED AESTHETIC DIMENSION). USE ADHESIVE (PL PREMIUM) ON CRIPPLE STUD(S) CRIPPLE STUD(S) ROUGH 8 EVERY INTERIOR SURFACE OF HEADER. SISTER ENTIRE HEADER mk OPENING 10 TOGETHER WITH 16d NAILS STAGGERED AT 12" ON CENTER - BOTH SIDES DIMENSION OF HEADER. 1 WINDOW 1 WINDOW POINT 7 8 12 INTERMEDIATE WINDOW JAMB. THREE (3) 2"x6" STUDS (DOUG. FIR #2). - OR DOOR � OR DOORHEAD - HEAD 3/4" EXTENSION SISTER ENTIRE JAMB TOGETHER WITH 16d NAILS STAGGERED AT 12" ON CENTER - BOTH SIDES OF JAMB. %3 9 2 INTERMED. KING STUD WINDOW 4 W JACK STUD - HEAD 2 5 y 5 WINDOW OR DOOR(�5 WINDOW TYP. WINDOW SILL - JAMB OR DOOR - JAMB „ _ ,- „ SCALE:3 1 0 INTERMED. 6 WINDOW INTERMED. 6 WINDOW JAMB - (WHERE JAMB OCCURS) - (WHERE OCCURS) KING STUD KING STUD JACK STUD JACK STUD r (___9� WINDOW � 9 WINDOW J _ SILL _ SILL CRIPPLE STUD(S) CRIPPLE STUD(S) SILL PLATE SILL PLATE — TYPICAL WINDOW FRAMING ADJACENT WINDOWS FRAMING NOT TO SCALE 14 NOT TO SCALE COUPE ARCHITECTURE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NO DATE REV. ARCHITECT SEAL 9931 ._. REGISTERED ARCHt CT BRANDON J ES Y STATE OF WASH TON SHEET TITLE WINDOW & DOOR DETAILS PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER A5n42 ©2022 COUPEarchitecture SHEET NOTES 1. ORIGINAL SHEET SIZE IS 24"x36". COUPE ARCHITECTURE KEYNOTES (NOTES APPLY TO THIS SHEET ONLY) NOTE: STEEL & GLASS RAILINGS ARE "DESIGN, ENGINEER & BUILD" AND A DEFERRED SUBMITTAL. RAILING CONTRACTOR SHALL DESIGN & ENGINEER RAILINGS TO MEET ALL BUILDING CODE REQUIREMENTS (INCLUDING COMPLIANCE WITH IRC TABLE R301.5. CONTRACTOR SHALL ALSO WORK WITH ARCHITECT TO ENSURE DESIGN INTENT IS BEING MET, PROVIDE ARCHITECT WITH SHOP DRAWINGS, BEFORE PROCEEDING WITH ANY FABRICATION. OSTAIR TREAD. 3-1/2" x 11" ARCHITECTURAL -GRADE LVL STAIR TREAD. PROVIDE 1/8" TOLERANCE AT STRINGER LOCATIONS. ROUTER OUT THE BOTTOM OF THE TREAD TO RECEIVE THE TREAD MOUNTING PLATE (SO THAT BOTTOM OF TREAD & PLATE ARE FLUSH. OSTRINGER. 2-1/2" x 11" STEEL C-CHANNEL STAIR STRINGER. 3/8" THICKNESS SHOWN FOR INTENT, BUT STAIR CONTRACTOR'S ENGINEER TO PROVIDE ENGINEERED C-CHANNEL TO COMPLY WITH BUILDING CODE DEFLECTION & LOAD REQUIREMENTS. PRIME & PAINT AFTER ALL WELDING IS COMPLETED. ALL STEEL TO BE BLACK IN COLOR. STAIR CONTRACTOR TO PROVIDE ARCHITECT & INTERIOR DESIGNER WITH APPLICABLE PAINT SAMPLES PRIOR TO PAINTING. OFASTENER. 2" LONG WOOD SCREW TO SECURE TREAD TO STRINGER MOUNTING PLATE. OTREAD MOUNTING PLATE. 1/4" x 2" x 7" STEEL TREAD MOUNTING PLATE WELDED TO STAIR STRINGER PER STAIR SECTIONS. PRIME & PAINT AFTER ALL WELDING IS COMPLETED. ALL STEEL TO BE BLACK IN COLOR. STAIR CONTRACTOR TO PROVIDE ARCHITECT & INTERIOR DESIGNER WITH APPLICABLE PAINT SAMPLES PRIOR TO PAINTING. OWELD. FILLET WELD (BOTH SIDES) ENTIRE LENGTH OF STEEL MATERIAL. GRIND & BUFF SMOOTH. ONEWEL / BALUSTER. STEEL NEWEL / BALUSTER (1/4" THICK, UNLESS OTHERWISE NOTED). STAIR & RAILING CONTRACTOR TO PROVIDE ENGINEERED SHOP DRAWINGS THAT COMPLY WITH BUILDING CODE DEFLECTION & LOAD REQUIREMENTS. IF 1/4" THICKNESS DOES NOT SATISFY LOADING REQUIREMENTS, CONTACT ARCHITECT. PRIME & PAINT AFTER ALL WELDING IS COMPLETED. ALL STEEL TO BE BLACK IN COLOR. 07 GLASS RAILING SYSTEM. 1/2" THICK LAMINATED CLEAR GLASS RAILING SYSTEM (AND ASSOCIATED CLIPS). RAILING CONTRACTOR TO PROVIDE ENGINEERED SHOP DRAWINGS THAT COMPLY WITH BUILDING CODE DEFLECTION & LOAD REQUIREMENTS. IF SPACING SHOWN DOES NOT SATISFY LOADING & SAFETY REQUIREMENTS, CONTACT ARCHITECT. 08 FASTENER. EXPANSION BOLT (INTO CONCRETE) OR LAG BOLT (INTO BEAM). SIZE & LENGTH PER STAIR CONTRACTORS' ENGINEER. PAINT ALL FASTENERS BLACK TO MATCH ADJACENT STEEL. OTOP RAIL. 2" x 1" STEEL TOP RAIL. WELD TO TOP OF NEWEL / BALUSTERS. WELD TO MEET REQUIREMENTS OF NOTE 5 ABOVE. 10 EDGE FLASHING. 20-GAUGE ALUMINUM FLASHING WITH DRIP -EDGE. LOCATIONS ARE SHORT ENOUGH TO ALLOW FOR ONE CONTINUOUS PIECE (I.E. NO JOINTS / OVERLAPS SHALL BE ALLOWED). PAINT TO MATCH EXTERIOR SURFACE BEING COVERED OVER. 11 DECK COATING. ROLL -APPLIED WATERPROOF DECK COATING WITH GRANULATES (FOR TREAD GRIP). BASIS OF DESIGN SANI-TRED PERMAFLEX (GRAY). CONTRACTOR TO PREPARE SURFACE & FOLLOW ALL MANUFACTURERS SPECIFICATIONS DURING INSTALL. 12 FASTENER. 1/2" BOLTS FASTENED COMPLETELY THROUGH FASCIA BEAM. CONNECTION TO MEET ALL BUILDING CODE HORIZONTAL FORCE REQUIREMENTS. 13 SPACERS. WASHERS/SPACERS TO ALLOW RAILING TO BE INSTALLED COMPLETELY PLUMB. SPACE RAILING CONNECTION PLATE A MINIMUM OF 1/2" FROM EXTERIOR SURFACE FACE. 14 CONNECTION PLATE. PART OF ENTIRE RAILING SYSTEM (FABRICATED AS ONE PIECE) RAILING CONNECTION PLATE TO BE "' THICK (TO MATCH NEWEL / BALUSTER) x 7" WIDE x 8" TALL. STAIR & RAILING CONTRACTOR TO PROVIDE ENGINEERED SHOP DRAWINGS THAT COMPLY WITH BUILDING CODE DEFLECTION & LOAD REQUIREMENTS. IF PLATE DOES NOT SATISFY LOADING & SAFETY REQUIREMENTS, CONTACT ARCHITECT. PRIME & PAINT AFTER ALL WELDING IS COMPLETED. ALL STEEL TO BE BLACK IN COLOR. STAIR CONTRACTOR TO PROVIDE ARCHITECT & INTERIOR DESIGNER WITH APPLICABLE PAINT SAMPLES PRIOR TO PAINTING. Q C w Q w 13 RAILING DETAIL SCALE: 1-1/2" =1'-0" MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NO DATE REV. ARCHITECT SEAL 9931 REGISTERED F ARCHI CT DON JES YE OF WASH TON SHEET TITLE RAILING DETAILS PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER A5■ SHEET NOTES: DOOR SCHEDULE 1. ORIGINAL DRAWING SIZE IS 24" 06". MARK WIDTH HEIGHT THICKNESS JAMB/WALL TYPE BASIS OF DESIGN MANUFACTURER & MODEL RATING U-VALUE CLOSURE SWING NOTES 2. ALL NEW (OR REPLACEMENT) EXTERIOR DOORS SHALL CARRY 1 6'-0" 6'-8" 1-3/4" FIELD VERIFY E SIMPSON 7002, 7403 OR 7404 _ 0.28 _ SEE PLANS SOLID WOOD, PAINT GRADE (PAINT BLACK), PANES TO -0 LEAF WITH TWO 18 SIDE LITES) OR LESS BE SATIN -ETCHED TEMPERED GLASS. A U-VALUE OF 0.30 (OR LESS) - COMPLYING WITH THE w REQUIREMENTS OF TABLE R402.1.1 OF THE 2015 WSEC , 2 2'-6" 6'-8" 1-3/4" FIELD VERIFY F SIMPSON 7002, 7403 OR 7404 EQUIVALENT _ 0.28 _ SEE PLANS HOMEOWNER TO SELECT DOOR MODEL (WASHINGTON STATE ENERGY CODE). REFER TO PLANS FOR DUTCH DOOR OR LESS ADDITIONAL REDUCTION IN U-VALUE TO ACHIEVE ENERGY CONTRACTOR TO ENSURE THAT SELECTED DOOR CREDITS. 3 2'-6" 6'-8" 1-3/4" FIELD VERIFY E SIMPSON 7002, 7403 OR 7404 _ 0.28 _ SEE PLANS MODEL CAN INCORPORATE DUTCH DOOR FUNCTION IN OR LESS KITCHEN. 3. ALL NEW (OR REPLACEMENT) EXTERIOR DOOR HEADERS SHALL BE INSULATED TO A MINIMUM OF R-10. SEE DETAILS IN A5-SERIES. 4. ALL NEW (OR REPLACEMENT) DOORS SHALL COMPLY WITH THE REQUIREMENTS OF R308.4 FOR SAFETY/TEMPERED GLAZING. 5. ALL SWING -DOORS ARE TO BE PRE -HUNG AND TO HAVE THREE w (3) BLACK HINGES. 6. EXTERIOR SWING -DOOR HARDWARE TO BE "MODERN RECTANGULAR ENTRY SET WITH DISC KNOBS" IN MATTE BLACK. THESE CAN BE FOUND ONLINE AT "HOUSE OF ANTIQUE HARDWARE", ITEM #RS-05EM-8114R000S19-2-3/8. CONTRACTOR TO SUPPLY HARDWARE SUBMITTAL TO BOTH ARCHITECT & HOMEOWNER PRIOR TO PLACING ORDER. 7. INTERIOR SWING -DOOR HARDWARE TO BE "SQUARE ROSETTE DOOR SET WITH DISC KNOBS" IN MATTE BLACK. THESE CAN BE - FOUND ONLINE AT "HOUSE OF ANTIQUE HARDWARE", ITEM #RS-01 EM-5110ROUX. FUNCTION TO BE DETERMINED BY 12 18'-0" 7'-0" PER FIELD VERIFY K SOLID WOOD DOOR. HOMEOWNER TO SELECT. _ _ SIDE WALL -MOUNT _ SOLID WOOD DOOR. HOMEOWNER TO SELECT DOOR HARDWARE TYPE AS SHOWN IN SCHEDULE & PLANS. MANUF. OPERATOR STYLE & COLOR. CONTRACTOR TO SUPPLY HARDWARE SUBMITTAL TO BOTH W ARCHITECT & HOMEOWNER PRIOR TO PLACING ORDER. - CD 8. ALL KEYED EXTERIOR ENTRANCES ARE TO BE KEYED THE SAME - (BOTH DOOR KNOB & DEADBOLT) PER DOOR, AND ARE ALSO TO BE KEYED THE SAME AS THE EXISTING HOUSE EXTERIOR LOCKSETS DOOR TYPES: (IF APPLICABLE). THIS EXCLUDES THE SLIDING GLASS DOORS WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH (WHICH SHOULD ALSO BE KEYED ALIKE). 9. COLOR "WHITE" (IN THE NOTES SECTION OF THE SCHEDULE) SHALL BE SHERWIN-WILLIAMS "HIGH REFLECTIVE WHITE" (SW-7757). PRIME SURFACE (IF NOT ALREADY PRE -PRIMED) WITH = APPROVED SHERWIN-WILLIAMS PRIMER, THEN PAINT SURFACE WITH AT LEAST TWO (2) COATS OF PAINT (UNLESS DIRECTED = OTHERWISE BY PAINT MANUFACTURER). PAINT SHEEN TO BE SATIN. CD w 10. GLASS WALL (WITH DOOR) HARDWARE TO BE SELECTED BY HOMEOWNER AT TIME OF ORDER WITH CONTRACTOR A B C D E F G FLUSH /SLAB HARDWARE TYPES: �a LETTER DESIGNATES HARDWARE TYPE a. KEYED LOCKING HANDSET & DEADBOLT b. KEYED LOCKING HANDSET c. PRIVACY LOCKSET d. PASSAGE HALL &CLOSET LOCKSET e. SLIDER HARDWARE f. DOUBLE -DOOR CLOSET LOCKSET g. BARN DOOR HARDWARE _ w w WIDTH X ,' `, 0 PINNED LEAF H FRENCH (DOUBLE -PANE INSULATED GLASS) SINGLE -PANEL w w TWO -PANEL CD w 0 X 0 ,/j / i GLASS WALL WITH DOOR THREE -PANEL C� w z SINGLE -PANEL (DOUBLE -PANE INSULATED GLASS) _ w CD w SINGLE -PANEL (DOUBLE -PANE INSULATED GLASS) DUTCH DOOR WIDTH THREE -PANEL (DOUBLE -PANE INSULATED GLASS) K WOOD GARAGE DOOR COUPE ARCHTECTURE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL 9931 REGISTERED ARCHI CT BRANDON J� ES Y STATE OF WASH TON SHEET TITLE DOOR SCHEDULE PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER A6n0l 0)0000 (011DGornhifonfiiro SHEET NOTES: WINDOW SCHEDULE 1. ORIGINAL DRAWING SIZE IS 24" 06". MARK ROUGH ROUGH TYPE (PER PLANS & OPENING OPENING FINISH WIDTH FINISH HEIGHT (SEE BASIS OF DESIGN MANUFACTURER & MODEL COLOR (EXT / INT) OPERATION EGRESS U-VALUE SCREEN NOTES 2. DIMENSIONS WITHIN WINDOW SCHEDULE ARE DEPICTING WIDTH HEIGHT BELOW) ELEVS) DESIGN INTENT. ARCHITECT IS NOT RESPONSIBLE FOR QUANTITIES. CONTRACTOR TO FIELD MEASURE ALL ROUGH BLACK BEAN / 0.28 OR OPENINGS PRIOR TO PLACING WINDOW ORDER. CONTRACTOR TO q < > 2'-7" 4'-1" 2'-6" 4'-0" 3 MILGARD ULTRA BLACK BEAN CASEMENT YES LESS YES - CONTACT ARCHITECT WITH ANY FIELD ISSUES THAT WOULD BLACK BEAN / 0.28 OR FORCE DEVIATION FROM DESIGN INTENT. < > B 4'-1" 4'-1" 4'-0" 4'-0" 1 MILGARD ULTRA BLACK BEAN FIXED - LESS - - 3. ALL NEW (OR REPLACEMENT) WINDOWS SHALL CARRY A C < > 4'-9 5/8" 4'-1" 4'-8 5/8" 4'-0" 1 MILGARD ULTRA BLACK BEAN / FIXED - 0.28 OR - WINDOWS TO MATCH THE FRAME ALIGNMENT OF U-VALUE OF 0.30 (OR LESS) - COMPLYING WITH THE BLACK BEAN LESS THE STOREFRONT SYSTEM ABOVE. REQUIREMENTS OF TABLE R402.1.1 OF THE ENERGY CODE. BLACK BEAN / 0.28 OR REFER TO PLANS FOR ADDITIONAL REDUCTION IN U-VALUE TO D 3'-1" 4'-1" 3'-0" 4'-0" 1 MILGARD ULTRA BLACK BEAN FIXED - LESS - - ACHIEVE ENERGY CREDITS. < > E 4'-1" 2'-1" 4'-0" 2'-0" 4 MILGARD ULTRA BLACK BEAN / AWNING - 0.28 OR YES - BLACK BEAN LESS 4. ALL NEW (OR REPLACEMENT) WINDOW HEADERS SHALL BE INSULATED TO A MINIMUM OF R-10. SEE DETAILS IN A5-SERIES. < > F 2'-7" 4'-1" 2'-6" 4'-0" 2 MILGARD ULTRA BLACK BEAN / BLACK BEAN CASEMENT YES 0.28 OR LESS YES - 5. ALL NEW (OR REPLACEMENT) WINDOWS SHALL COMPLY WITH 0.28 OR SEE A6.03 FOR ELEVATIONS &DETAILS. SYSTEM THE REQUIREMENTS OF R308.4 (OF THE IRC) FOR SAFETY / G 23'-0" 13'-7" 22'-11" 13'-6" - WESTERN WINDOW SYSTEMS - 7630 WINDOW WALL BRONZE ANODIZED WINDOW WALL - LESS _ SILL TO ALIGN WITH SILL OF ADJACENT MAIN TEMPERED GLAZING. LEVEL WINDOWS. SYSTEM HEAD TO ALIGN WITH HEAD OF ADJACENT UPPER LEVEL WINDOWS. 6. IMMEDIATELY UPON INSTALLATION OF WINDOWS, CONTRACTOR TO GAIN APPROVAL FROM JURISDICTION TO REMOVE "BRAND" STICKERS FROM WINDOWS (SO THAT STICKER SHAPE DOESN'T GET "BURNT" INTO THE GLAZING BY NATURAL SUNLIGHT), LABEL & CATALOG THE STICKERS (TO SHOW COMPLIANCE & ALIGNMENT WITH THIS SCHEDULE & BUILDING CODE), AND STORE ON -SITE (FOR THE BUILDING INSPECTOR). THESE STICKERS ARE TO TRANSFER TO THE HOMEOWNER UPON SUBSTANTIAL COMPLETION. 7. WIDTH & HEIGHT DIMENSIONS OF WINDOW WALL SYSTEM IS ESTIMATED. CONTRACTOR TO DETERMINE EXACT ROUGH OPENING WIDTH & HEIGHT PRIOR TO ORDERING & INSTALLING SYSTEM. WINDOW TYPES 1 2 3 4 5 6 7 FIXED CASEMENT CASEMENT AWNING FIXED OVER FIXED FIXED OVER FIXED SLIDER (RIGHT-HAND OPERATION) (LEFT-HAND OPERATION) LINE REPRESENTS FINISH HEAD HEIGHT, WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WHICH IS ALWAYS 6-8" ABOVE FINISH FLOOR ELEVATION --------------------- --------- -- ----- -- ---- HINGE - - ----- ,/ ---------- -- -- SEE _ = W CD Lu = _ "NOTES" w w _ / \ = _ w 0 ABOVE CD o _ W \ / W fV LINE REPRESENTS TOP OF FLOOR SHEATHING WIDTH KEYNOTES (NOTES APPLY TO THIS SHEET ONLY) INTERIOR INTERIOR SEE "NOTES" (ABOVE) & PLANS O TEMPERED GLASS. REFER TO R308.4 OF THE INTERNATIONAL FOR SLIDING RESIDENTIAL CODE (IRC) FOR CRITERIA. EXTERIOR i/ \� EXTERIOR DIRECTION COUPE ARCHTECTURE MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL 9931 REGISTERED ARCHI CT BRANDON J� ES Y STATE OF WASH TON SHEET TITLE WINDOW SCHEDULE PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER A6n02 0)0000 (011DGornhifonfiiro SHEET NOTES: COUPE ARCHITECTURE 1.ORIGINAL DRAWING SIZE IS 2411x3611 . 2. DIMENSIONS WITHIN WINDOW SCHEDULE ARE DEPICTING DESIGN INTENT. ARCHITECT IS NOT RESPONSIBLE FOR QUANTITIES. CONTRACTOR TO FIELD MEASURE ALL ROUGH OPENINGS PRIOR TO PLACING WINDOW ORDER. CONTRACTOR TO CONTACT ARCHITECT WITH ANY FIELD ISSUES THAT WOULD FORCE DEVIATION FROM DESIGN INTENT. 3. ALL NEW (OR REPLACEMENT) WINDOWS SHALL CARRY A U-VALUE OF 0.30 (OR LESS) - COMPLYING WITH THE REQUIREMENTS OF TABLE R402.1.1 OF THE ENERGY CODE. REFER TO PLANS FOR ADDITIONAL REDUCTION IN U-VALUE TO ACHIEVE ENERGY CREDITS. 4. ALL NEW (OR REPLACEMENT) WINDOW HEADERS SHALL BE INSULATED TO A MINIMUM OF R-10. SEE DETAILS IN A5-SERIES. 5. ALL NEW (OR REPLACEMENT) WINDOWS SHALL COMPLY WITH THE REQUIREMENTS OF R308.4 (OF THE IRC) FOR SAFETY / TEMPERED GLAZING. 6. IMMEDIATELY UPON INSTALLATION OF WINDOWS, CONTRACTOR TO GAIN APPROVAL FROM JURISDICTION TO REMOVE "BRAND" STICKERS FROM WINDOWS (SO THAT STICKER SHAPE DOESN'T GET "BURNT" INTO THE GLAZING BY NATURAL SUNLIGHT), LABEL & CATALOG THE STICKERS (TO SHOW COMPLIANCE & ALIGNMENT WITH THIS SCHEDULE & BUILDING CODE), AND STORE ON -SITE (FOR THE BUILDING INSPECTOR). THESE STICKERS ARE TO TRANSFER TO THE HOMEOWNER UPON SUBSTANTIAL COMPLETION. 7. WIDTH & HEIGHT DIMENSIONS OF WINDOW WALL SYSTEM IS ESTIMATED. CONTRACTOR TO DETERMINE EXACT ROUGH OPENING WIDTH & HEIGHT PRIOR TO ORDERING & INSTALLING SYSTEM. CL MULLION 4'-6 5/8" (FIELD VERIFY) rt MULLION WINDOW WALL SYSTEM ELEVATION SCALE: 1/2" =1'-0" 4'-6 5/8" (FIELD VERIFY) ICE MULLION 4'-6 5/8" (FIELD VERIFY) Ct MULLION 4'-6 5/8" (FIELD VERIFY) 91 MULLION 4'-6 5/8" (FIELD VERIFY) CL MULLION TOP OF WINDOW WALL SYSTEM AND ADJACENT WINDOW / DOOR HEADS @ 6-8" AFF) = +23'-7" BOTTOM OF MULLION (ALIGNING WITH SILL OF ADJACENT WINDOWS @ 2'-8" AFF) = +19'-7" JINDOWN WALL SYSTEM = +11'-0" MAIN LEVEL FINISH FLOOR = +8'-4" MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT No. DATE REV. ARCHITECT SEAL 9931 REGISTERED FARCHI CT DON J ES YE OF WASH TON SHEET TITLE WINDOW WALL SYSTEM PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER A6n03 k, EXTERIOR (NW corner) 1(2 NO SCALE EXTERIOR (SE corner) �♦'�.�-,.}}y .1ey�xtM1 } � a �+ EXTERIOR (NE corner) NO SCALE EXTERIOR (SW corner) MAPLE VALLEY I WALLA WALLA P.O. Box 560 Maple Valley, WA 98038 www.000PEarchitecture.com CONSULTANT CLIENT KLEVEN RESIDENCE 734 Fir Street Edmonds, WA 98020 This space reserved for: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0098 NO. DATE REV. ARCHITECT SEAL 9931 REGISTERED ARCH�CT . ,- BRANDON J., ES KFdY STATE OF WASN TON SHEET TITLE PROJECT IMAGERY PROJECT NO. EDS : COUPE: 202105 SHEET DATE 6/6/2022 SHEET NUMBER NO SCALE NO SCALE A9n0l ©2022 COUPEarchitecture -GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA 1. ALL MATERIALS WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2018 INTERNATIONAL BUILDING CODE (IBC) INCLUDING WASHINGTON STATE MODIFICATIONS. 2. DESIGN LOADING CRITERIA SNOW LOAD FLOOR LIVE LOAD (GARAGES FPR PASSENGER VEHICLES ONLY) FLOOR LIVE LOAD (RESIDENTIAL) FLOOR LIVE LOAD (RESIDENTIAL BALCONIES AND DECKS) GUARDRAILS/BALCONY RAILS (RESIDENTIAL) WIND (MAIN WIND FORCE RESISTING SYSTEM) EARTHQUAKE (EQUIVALENT LATERAL FORCE PROCEDURE) ROOF SNOW LOAD, Pf = 25 PSF 40 PSF OR 3,000 LBS. 40 PSF 60 PSF 200 LBS. BASIC WIND SPEED = 97 MPH ALLOWABLE STRESS DESIGN WIND SPEED = 76 MPH IMPORTANCE FACTOR, IW= 1.0 RISK CATEGORY = II TOPOGRAPHIC FACTOR, KZt = 1 EXPOSURE CATEGORY = B INTERNAL PRESSURE COEFFICIENT, (GCp;)= 0.18/-0.18 WIND BASE SHEAR = 11.54 KIPS SS= 1.281 Sds = 1.025 S, _ . 45 Sd, _ .555 IMPORTANCE FACTOR, le= 1.0 SITE CLASS D SEISMIC DESIGN CATEGORY= D RISK CATEGORY = II R = 6.5 FOR WOOD STRUCTURAL PANEL SHEAR WALLS OVER STRENGTH FACTOR, Oo = 3.0 DEFLECTION AMPLIFICATION FACTOR, Cd = 4.0 REDUNDANCY FACTOR = 1.0 SEISMIC RESPONSE COEFFICIENT, CS = .158 SEISMIC BASE SHEAR = 9 KIPS 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED FOR REFERENCE ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SUBMITTAL REVIEW PERIOD: SUBMITTALS SHALL BE MADE IN TIME TO ALLOW MINIMUM OF TWO WEEKS FOR REVIEW BY THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. 11. GENERAL CONTRACTOR'S PRIOR REVIEW OF SUBMITTALS: PRIOR TO SUBMISSION TO THE ARCHITECT/ENGINEER THE CONTRACTOR SHALL REVIEW THE SUBMITTAL FOR COMPLETENESS. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER AND THEREFORE MUST BE VERIFIED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY DIMENSIONAL INFORMATION REQUESTED BY THE DETAILER AND SHALL PROVIDE THE GENERAL CONTRACTOR'S REVIEW STAMP AND SIGNATURE PRIOR TO FORWARDING THE SUBMITTAL TO THE ARCHITECT/ENGINEER. 12. SHOP DRAWINGS FOR: A. REINFORCING STEEL B. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. CONTRACTOR SHALL ALSO SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT AS REQUIRED. SHOP DRAWINGS FOR CONNECTOR PLATE WOOD ROOF TRUSSES SHALL ALSO BE SUBMITTED TO THE MECHANICAL ENGINEER FOR COORDINATION. CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1/8" = V-0" SCALE INDICATING CONNECTION EMBEDMENTS AND WALL OPENINGS FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH REINFORCEMENT SHOP DRAWINGS. 13. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE, MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL, THERETO. SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. DEFERRED SUBMITTALS FOR BUILDING COMPONENTS INCLUDING, BUT NOT IMITATED TO, STAIRS, PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES, AND EXTERIOR CLADDING SHALL INCLUDE THE ENGINEER'S STAMP FOR THE STATE OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. DEFERRED SUBMITTALS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE INCLUDED IN THE SUBMITTAL. 14. STATEMENT SPECIAL INSPECTIONS: THE FOLLOWING CONSTRUCTION TYPES ARE TO BE REVIEWED BY A SPECIAL INSPECTOR DESIGNATED BY THE OWNER OR ARCHITECT. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. SPECIAL INSPECTION SHALL CONFORM TO SECTION 1704 OF THE 2018 INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION AGENCY SHALL BE RESPONSIBLE FOR KEEPING RECORDS OF SPECIAL INSPECTIONS AND TESTS. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. STEEL CONSTRUCTION AND WELDING: SHALL BE SPECIAL INSPECTED AS REQUIRED IN THE INTERNATIONAL BUILDING CODE SECTION 1705.2, AISC 360-16, AISC 341-16, AWS D1.1, AND AWS D1.8. POST INSTALLED ANCHORS: PERIODIC SPECIAL INSPECTION IN ACCORDANCE WITH THE PRODUCTS APPROVED ICC-ES REPORT. 15. THE CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND OR SEISMIC FORCE RESISTING SYSTEM, DESIGNATED WIND OR SEISMIC SYSTEM, OR SEISMIC FORCE RESISTING COMPONENT SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK AS REQUIRED BY SECTION 1704.4 OF THE INTERNATIONAL BUILDING CODE. GEOTECHNICAL 16. FOUNDATION NOTES: ALLOWABLE BEARING PRESSURE AND COEFFICIENT OF FRICTION HAVE BEEN ASSUMED PER IBC TABLE 1806.2. LATERAL EARTH PRESSURES HAVE BEEN ASSUMED PER IBC TABLE 1610.1. IT HAS BEEN ASSUMED THAT EXISTING SOILS ARE A COMBINATION OF SAND, SILTY SAND, AND POORLY GRADED SAND-SILT/SAND GRAVEL MIXES. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE, UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 2,000 PSF LATERAL EARTH PRESSURE 60 PCF/45 PCF (RESTRAINED/UNRESTRAINED) LATERAL EARTH PRESSURE (SEISMIC) 8H (ULTIMATE LOAD) PASSIVE EARTH PRESSURE (INCLUDES FACTOR OF 150 PCF SAFETY = 1.5) COEFFICIENT OF FRICTION (INCLUDES FACTOR OF 0.25 SAFETY = 1.5) RENOVATION 17. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED, AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. a. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. OVERCUTTING AT CORNERS SHALL NOT BE PERMITTED. b. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. c. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. d. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, THREADED BARS INTO THREADED EXPANSION INSERTS IN EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. 18. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND WALLS, AREAS SHOWING WATER STAINS, AND ALL WOOD MEMBERS IN BASEMENT AND CRAWL SPACES. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER. 19. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL BRING ALL CONFLICTS AND DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. 20. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH ACI 318-14 AND ACI 301-16. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH (f'c) OF 3500 PSI BASED ON EXPOSURE CLASS F1, SHALL CONTAIN NO LESS THAN 5-1/2 SACKS OF CEMENT, HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.45, MAXIMUM AGGREGATE OF 3/4-INCH, AND A SLUMP OF 5 INCHES OR LESS. CONCRETE HAS BEEN DESIGNED BASED ON A CONCRETE STRENGTH (f'c) OF 2500 PSI PER INTERNATIONAL BUILDING CODE SECTION 1705.3 EXCEPTION 2.3 TO AVOID SPECIAL INSPECTIONS AND MATERIAL TESTING. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494M, AND C618. UNLESS OTHERWISE NOTED THE TOTAL AIR CONTENT SHALL BE 5%. AIR CONTENT SHALL BE SAMPLED IN ACCORDANCE WITH ASTM C172 AND AIR CONTENT MEASURED IN ACCORDANCE WITH ASTM C231 OR C173. 21. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENTS S1), GRADE 60, Fy = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, Fy = 40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 22. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI SP-66-04 AND ACI 318-14 CHAPTER 25. LAP ALL REINFORCEMENTS AS FOLLOWS: BAR SIZE MINIMUM LAP LENGTH MINIMUM HOOK EMBEDMENT #3 24-INCHES 6-INCHES #4 31-INCHES 8-INCHES #5 39-INCHES 11-INCHES PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. FIELD BENDING OF GRADE 60 REINFORCEMENT SHALL NOT BE ALLOWED. 23. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY 3" EXPOSED TO EARTH ALL OTHER CASES 1-1/2" 24. SLABS -ON -GRADE: UNLESS NOTED OTHERWISE SHALL BE 4" CONCRETE, REINFORCED WITH 6X6 W1.4XW1.4 WELDED WIRE FABRIC CENTERED IN SLAB. UNLESS OTHERWISE DIRECTED BY SOILS REPORT PROVIDE MINIMUM 10 MIL VAPOR BARRIER OVER 4" OF COMPACTED SAND OR GRAVEL. 25. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. TOLERANCES FOR ALL STRUCTURAL CONCRETE AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 117-10 AND ACI 117.1R-14. 26. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). POST INSTALLED ANCHORS 27. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REINFORCEMENT. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND ICC-ES REPORT. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER -OF -RECORD ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE INTERNATIONAL BUILDING CODE. SUBSTITUTIONS SHALL HAVE CURRENT ICC-ES APPROVAL. A. CONCRETE ANCHORS 1. MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193. PRE -APPROVED MECHANICAL ANCHORS INCLUDE: a. SIMPSON STRONG -TIE "STRONG -BOLT 2" (ICC-ES ESR-3037) b. SIMPSON STRONG -TIE "TITEN-HD" (ICC-ES ESR-2713) 2. ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: a. SIMPSON STRONG -TIE "SET-XP" (ICC-ES ESR-2508) b. SIMPSON STRONG -TIE "SET-3G" (ICC-ES ESR-4057) c. SIMPSON STRONG -TIE "AT-XP" (IAPMO UES ER-263) 28. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES AS FOLLOWS: 1. AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. 2. AISC 303-16 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1: "THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS." 3. AISC 341-16 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS 4. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 5. AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE D1.1 AND D1.4 29. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER ASTM SPECIFICATION Fy PLATES, ANGLES, AND RODS A36 36 KSI WIDE FLANGE SHAPES AND CHANNELS A992 50 KSI PIPE COLUMNS A53 (TYPE E OR S. GRADE B) 35 KSI STRUCTURAL TUBING (SQUARE OR RECTANGULAR) A500 (GRADE B) 46 KSI ANCHOR BOLTS (EMBEDDED IN MASONRY OR A307 CONCRETE) CONNECTION BOLTS (3/4" ROUND, UNLESS SHOWN A325-N OTHERWISE) THREADED RODS FOR EPDXY GROUTED CONNECTIONS A36 OR A307 GRADE C 36 KSI 30. ALL BEAM PENETRATIONS NOT SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. CO M x 04 N W N F_ w w W J Q Z (D Of 0 BMNEN CARTER QUINN STROMMI. EMINEENNG 2033 6th Avenue, #995 Seattle, WA 98109 A AI L No O of wase o 4 45868 NAL RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ?023-0098 W U Z W 0 V) W 0 N Z o 0 rn W w<w c! a W W Z J EL 0 It tiw N0. DA'E REVISION PROJECT NO. BLDG DEPTPROJECT NO. CHECK PROJECT TEAM MEMBERS NN JS PERMIT SET 12/28/2022 General Notes DPD APPROVAL STAMP S1.0 BRONEN CARTER QUINN 31. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC 303-10. ANY STRUCTURAL STEEL THAT IS EXPOSED TO VIEW UPON COMPLETION OF THE PROJECT SHALL BE CONSIDERED ARCHITECTURALLY EXPOSED. SEE PROJECT SPECIFICATIONS FOR SPECIFIC FABRICATION AND ERECTION REQUIREMENTS. 32. ALL A-325 CONNECTION BOLTS SHALL BE INSTALLED TO THE SNUG -TIGHT CONDITION PER AISC SPECIFICATIONS. INSTALL IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. 33. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70 XX ELECTRODES UNLESS OTHERWISE NOTED. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. 34. ORDINARY MOMENT RESISTING FRAME SYSTEMS A. SUBMITTALS: IN ADDITION TO THE REQUIRED SHOP DRAWINGS THE FOLLOWING INFORMATION SHALL BE PROVIDED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION: a. WELDING PROCEDURE SPECIFICATIONS b. COPIES OF MANUFACTURE'S TYPICAL CERTIFICATE OF CONFORMANCE FOR ALL ELECTRODES, FLUXES, AND SHIELDING GASSES. c. MANUFACTURER'S CERTIFICATION THAT THE FILLER METAL MEETS THE SUPPLEMENTAL NOTCH TOUGHNESS REQUIREMENTS FOR DEMAND CRITICAL WELDS. d. MANUFACTURERS PRODUCT DATA SHEETS OR CATALOG DATA FOR SMAW, FCAW, AND GMAW COMPOSITE FILLER METALS. B. WELD MATERIAL SHALL HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT -POUNDS AT ZERO DEGREES FAHRENHEIT. WHERE WELDS ARE DESIGNATED AS DEMAND CRITICAL WELD MATERIAL SHALL HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT -POUNDS AT -20 DEGREES FAHRENHEIT AND 40 FT -POUNDS AT 70 DEGREES FAHRENHEIT. IN ADDITION, WELDS SHALL CONFORM TO THE REQUIREMENTS OF AISC 341-16, AWS D1.1, AND AWS D1.8. C. AGENCY RESPONSIBLE FOR QUALITY ASSURANCE SHALL SUBMIT THE FOLLOWING DOCUMENTS TO THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT: a. AGENCY'S WRITTEN PRACTICES FOR MONITORING AND CONTROL OF THE AGENCY'S OPERATIONS. WRITTEN PRACTICES SHALL INCLUDE THE AGENCY'S PROCEDURES FOR THE SELECTION AND ADMINISTRATION OF INSPECTION PERSONNEL, DESCRIPTION OF TRAINING, EXPERIENCE AND EXAMINATION REQUIREMENTS, AND AGENCY INSPECTION PROCEDURES. b. QUALIFICATIONS OF MANAGEMENT AND INSPECTION PERSONNEL DESIGNATED TO THE PROJECT. c. QUALIFICATION RECORDS FOR INSPECTORS AND NON-DESTRUCTIVE TESTING TECHNICIANS DESIGNATED TO THE PROJECT. d. NON-DESTRUCTIVE TESTING PROCEDURES AND EQUIPMENT CALIBRATION RECORDS FOR TESTING TO BE PERFORMED AND EQUIPMENT TO BE USED FOR THIS PROJECT. e. DAILY OR WEEKLY INSPECTION REPORTS. f. NON-CONFORMANCE REPORTS. WOOD 35. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS. JOISTS: (2X, 3X, AND 4X MEMBERS) BEAM AND STRINGERS: (6 X AND LARGER MEMBERS) POSTS AND TIMBERS: (6 X AND LARGER MEMBERS) STUDS PLATES & MISCELLANEOUS LIGHT FRAMING HEM -FIR NO. 2 MINIMUM BASE VALUE, Fb = 850 PSI DOUGLAS FIR LARCH NO. 1 MINIMUM BASIC DESIGN STRESS, Fb = 1,350 PSI DOUGLAS FIR LARCH NO. 1 MINIMUM BASIC DESIGN STRESS, Fb = 1,200 PSI, Fc = 1,000 PSI DOUGLAS FIR LARCH OR HEM -FIR NO. 2, MINIMUM BASIC DESIGN STRESS Fb = 850 PSI, Fc = 1,300 PSI 36. LAMINATED VENEER LUMBER (LVL� EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, PRODUCT DESIGNATION OR TYPE, THE PRODUCTION DATE, SPECIES OR SPECIES GROUP DESIGNATION, AND THE QUALITY CONTROL AGENCY. MEMBERS SHALL BE GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. STRUCTURAL CAPACITIES SHALL BE ESTABLISHED IN ACCORDANCE WITH ASTM D5456 AND PRODUCT SHALL HAVE AN APPROVED ICC-ES EVALUATION REPORT. MEMBERS SHALL BE TRANSPORTED AND STORED PER MANUFACTURERS RECOMMENDATIONS AND SHALL NOT BE EXPOSED TO PROLONGED MOISTURE. MINIMUM REQUIRED DESIGN PROPERTIES: Fb = 2600 PSI, Fv = 285 PSI, E = 2,000,000 PSI. DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY WEYERHAEUSER. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION", ANSI / TP 1-2014 FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: TOP CHORD LIVE LOAD REFER TO DESIGN LOADING CRITERIA MINIMUM TOP CHORD DEAD LOAD 10 PSF MINIMUM BOTTOM CHORD DEAD LOAD 5 PSF WIND UPLIFT (TOP CHORD) VARIES, TO BE CALCULATED BY TRUSS MANUFACTURER REFER TO DESIGN LOADING CRITERIA WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANG -NAIL OR EQUAL) AND SHALL BE CONFIGURED SUCH THAT THE MAXIMUM OPENING BETWEEN MEMBERS DOES NOT EXCEED 42"X24". SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS MEETING THE REQUIREMENTS OF INTERNATIONAL BUILDING CODE SECTION 2303.4 TO THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC. SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS -TO -TRUSS AND TRUSS -TO -GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. THE TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS AND SUPPORT CONFIGURATIONS OF PLUMBING, MECHANICAL UNITS, DUCT WORK, AND OTHER MISCELLANEOUS ITEMS WITH THE CONTRACTOR PRIOR TO FABRICATION. TRUSSES SHALL BE DESIGNED TO SUPPORT ALL LOADS ASSOCIATED WITH SUCH ITEMS. THE TRUSS SHOP DRAWINGS SHALL INCLUDE ALL DESIGN LOADS AND APPROVED HANGER CONNECTION DETAILS TO TRUSS CHORDS FOR SUPPORT OF HUNG MECHANICAL SYSTEM COMPONENTS. ANY VARIATION FROM THE BEARING POINTS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL. 37. LAMINATED STRAND LUMBER (LSL): EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, PRODUCT DESIGNATION OR TYPE, THE PRODUCTION DATE, SPECIES OR SPECIES GROUP DESIGNATION, AND THE QUALITY CONTROL AGENCY. MEMBERS SHALL BE GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. STRUCTURAL CAPACITIES SHALL BE ESTABLISHED IN ACCORDANCE WITH ASTM D5456 AND PRODUCT SHALL HAVE AN APPROVED ICC-ES EVALUATION REPORT. MEMBERS SHALL BE TRANSPORTED AND STORED PER MANUFACTURERS RECOMMENDATIONS AND SHALL NOT BE EXPOSED TO PROLONGED MOISTURE. MINIMUM REQUIRED DESIGN PROPERTIES: Fb = 2325 PSI, Fv = 310 PSI, E = 1,550,000 PSI, LSL RIM JOISTS SHALL CONFORM TO ANSI/APA PRR 410 AND SHALL BE MARKED IN ACCORDANCE WITH THE STANDARD. DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY WEYERHAEUSER. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. 38. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1-09 OR PS 2-18 AND AMERICAN PLYWOOD ASSOCIATION PERFORMANCE STANDARD PRP-108. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. EACH PANEL SHALL BE IDENTIFIED FOR GRADE AND GLUE TYPE BY THE TRADEMARKS OF AN APPROVED TESTING AND GRADING AGENCY. 39. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE, PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC. AND CONCRETE OR MASONRY. PRESSURE TREATED LUMBER SHALL COMPLY WITH THE AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) STANDARD U1, COMMODITY SPECIFICATION A AS INDICATED BELOW OR HAVE EQUIVALENT ICC-ES APPROVAL. PROPOSED USE AWPA USE CATEGORY RESIDENTIAL DECKS DECKING 313 JOISTS ABOVE GROUND 313 JOISTS IN CONTACT WITH GROUND 4A POSTS 4A RAILING 3B LEDGERS 3B SAWN LUMBER ABOVE GROUND 3B GROUND CONTACT 4A PLYWOOD DAMP ABOVE GROUND 2 EXTERIOR ABOVE GROUND 3B GROUND CONTACT 4A POLES ROUND 413 SAWN 313 FENCING PICKETS, SLATS, AND TRIM 313 SAWN POSTS 4A ROUND POSTS 4A RAILS 313 SILL PLATES IN CONTACT WITH CONCRETE OR 2 MASONRY INTERIOR LEDGERS IN CONTACT WITH CONCRETE OR 2 MASONRY ALL TREATED LUMBER SHALL BEAR THE QUALITY MARK OF AN ACCREDITED INSPECTION AGENCY. THE QUALITY MARK SHALL INCLUDE: A. IDENTIFICATION OF TREATING MANUFACTURER B. TYPE OF PRESERVATIVE USED C. MINIMUM PRESERVATIVE RETENTION (PCF) D. END USE FOR WHICH THE PRODUCT IS TREATED E. IDENTITY OF THE ACCREDITED INSPECTION AGENCY F. STANDARD TO WHICH THE PRODUCT IS TREATED 40. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER TO ACHIEVE THE MAXIMUM PUBLISHED ALLOWABLE LOAD. ALL CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. SHIMS, WHERE REQUIRED, SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL LAG SCREWS SHALL BE INSTALLED IN PRE -DRILLED HOLES. UNLESS NOTED OTHERWISE ALL SAWN LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS AND ALL PREFABRICATED PLYWOOD WEB JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "IUS" SERIES JOIST HANGERS. ALL CONNECTIONS/FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED OR FIRE -RETARDANT - TREATED WOOD, SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. HOT DIPPED GALVANIZED FASTENERS SHOULD CONFORM TO ASTM STANDARD 153, AND HOT DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM STANDARD A653 (CLASS G-185). STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OR 316. NOTE: ELECTROPLATED GALVANIZED FASTENERS AND CONNECTORS ARE NOT TO BE USED WITH PRESSURE TREATED WOOD. SIMPSON PRODUCT FINISHES CORRESPONDING TO THE ABOVE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST300 (STAINLESS STEEL). STAINLESS STEEL HARDWARE AND FASTENERS SHALL NOT BE COMBINED WITH UNTREATED OR GALVANIZED MATERIAL. 41. WOOD FASTENERS: A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2" 0.113" 8d 2-1/2" 0.131 " 10d 3" 0.148" 12d 3-1 /4" 0.148" 16d 3-1/2" 0.162" DESIGN IS BASED ON COMMON STEEL WIRE NAILS MEETING THE REQUIREMENTS OF ASTM F1667. USE OF ALTERNATE FASTENERS MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO THE START OF CONSTRUCTION. B. NAILS — PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 42. WOOD FRAMING NOTES —THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE AS SPECIFIED ABOVE. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF BOLTS AND LAG SCREWS SHALL CONFORM TO SECTIONS 12.1.3 AND 12.1.4 OF THE 2018 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. NATURALLY DURABLE OR PRESSURE TREATED WOOD SHALL BE PROVIDED WHERE REQUIRED BY SECTION 2304.12 OF THE INTERNATIONAL BUILDING CODE. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X6 AT 16" O.C. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 x 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED AND SHALL BEAR FULLY ON A MINIMUM OF TWO STUDS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE SOLID BLOCKING BETWEEN STUDS AT MID HEIGHT OF ALL STUD WALLS OVER 10' IN HEIGHT. STUDS MAY BE NOTCHED, CUT, OR PENETRATED WITH ROUND BORED HOLES AS FOLLOWS: STUD SIZE 2X4 2X6 MAXIMUM NOTCH / CUT 7/8" 1-3/8" MAXIMUM BORED HOLE 1-3/8" 2-1/8" BORED HOLES SHALL NOT BE LOCATED WITH 5/8" FROM THE EDGE OF THE STUD OR AT THE SAME LOCATION AS A NOTCH OR CUT. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d AT 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS AT 4" O.C. EACH SIDE OF JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/81, DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) @ 4'_0" O.C. UNLESS INDICATED OTHERWISE. PROVIDE 3"x3" x1/4" HOT -DIPPED GALVANIZED PLATE WASHERS AT ALL ANCHOR BOLTS. INDIVIDUAL MEMBERS OF BUILT UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d NAILS @ 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE 5d COOLER NAILS FOR 1/2" GWB AND 6d COOLER NAILS FOR 5/8" GWB. PROVIDE 15/32" APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 8d NAILS @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH NAILS @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. NOTCHES AT THE END OF JOISTS AND RAFTERS SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. NOTCHES IN THE TOP OR BOTTOM SHALL NOT EXCEED 1/6 THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED WITHIN THE MIDDLE 1/3 OF THE SPAN. THE DIAMETER OF ROUND HOLES BORED IN JOISTS AND RAFTERS SHALL NOT EXCEED 1/3 OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED WITHIN 2" FROM THE TOP OR BOTTOM EDGE. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI —JOIST BEAMS TOGETHER WITH TWO ROWS OF 16d @ 12" O.C. ATTACH RAFTERS AND ROOF TRUSSES AT BEARING LINES WITH H2.5 @ 24" O.C. UNLESS OTHER METAL CONNECTIONS ARE INDICATED. UNLESS OTHERWISE NOTED ON THE PLANS, APA RATED ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND ATTACHED WITH 10d NAILS @ 6" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 121, O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE_ AND GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS @ 12" O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND FASTEN SHEATHING TO FRAMING/BLOCKING AS SPECIFIED. w CO M x 04 N w N_ H W W 2 J Q Z (D Of 0 EMRAL INEENGNG N 2033 6th Avenue, #995 Seattle, WA 98109 �O of wasy� . 45868 `�`�I�NAL RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ?023-0098 W U Z W 0 V) W 0 N Z o 0 W rn w<w U)o W W Z J LL he �o tiw N0. CA-E REVISION PROJECT NO. BLDG DEPTPROJECT NO. CHECK PROJECT TEAM MEMBERS NN JS PERMIT SET 12/28/2022 General Notes DPD APPROVAL STAMP S1.1 MUNEN CARTER QUINN ERIRAL INEENGNG N 1. SLAB ON GRADE ELEVATION VARIES PER ARCHITECTURAL PLAN. SLAB SHALL BE 4" THICK WITH 6x6 W1.4xW1.4 WWM CENTERED, U.O.N. PREPARE SOILS AND PROVIDE MINIMUM 6-MIL VISQUEEN VAPOR BARRIER UNDER ALL SLABS. SLABS SHALL BE SUPORTED ON MINIMUM 4 INCHES OF FREE DRAINING MATERIAL. SLOPE GARAGE SLAB TO DRAIN, REFER TO ARCH. 2. REFER ARCHITECTURAL SHEETS FOR DIMENSIONS AND ADDITIONAL TOP OF SLAB/CURB ELEVATIONS. S3.0 S3.0 osl 6� �sF o��y 10 .�P pG ,off oA�,p�s ti0 S3.0 11 F®-1 S3.0 Basement 1 /4" = 1'-0" 3. AT ALL EXTERIOR WALLS NOT ALREADY INDICATED AS SHEARWALL, PROVIDE 5/8" DIA. ANCHOR BOLTS @ 48" oc. 4. AT HOLDOWNS PROVIDE THE FOLLOWING ANCHOR BOLTS: HOLDOWN ANCHOR HDU5 PAB5 (EMBED 9") HDU8 PAB7 (EMBED 9") HDU11 PAB8 (EMBED 12") 5. ALL ANCHORS TO BE INSTALLED AS REQUIRED BY MANUFACTURER. MINIMUM (2) 2X STUDS UNLESS OTHERWISE NOTED ON PLANS. P�0J�. P�0J�. C C/711 11 F —1 — — — — — — — — — S3.0 L 8 — — — — — — — — — — — — — — — — — — 71 1 S3.0 S I ® 1 1 ®K =:::r--$ L I L 1rt II II 11 .F®-1 S3.0 �P F00 ING YP UNO z 1' - 0' LE GTH o J o 12' DE P z , S3.0 J Special inspection shall be performed by a certified 3rd party inspector on all epoxied hold downs and welding done onsite. Reports shall be provided to the city inspector for review. 2033 6th Avenue, #995 Seattle, WA 98109 Sg A L A 45868 RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Z W 0 V) W 0 N Z00 LU W < >LU U)o W W Z It� � tio W N0. CA-E REVISION PROJECT NO. BLDG DEPTPROJECT NO. CHECK PROJECT TEAM MEMBERS NN JS PERMIT SET 12/28/2022 Foundation Plan DPD APPROVAL STAMP M X 04 N W N_ U) F- III w J a z c� 0 S2.0 0 MUNEN CARTER QUINN ERIRAL INEENGNG N FRAMING PLAN NOTES: (TYPICAL UNLESS NOTED OTHERWISE) 1. ROOF SHEATHING SHALL BE 23/32" APA RATED SHEATHING (SPAN RATING 24/0). NAIL @ ALL FRAMED PANEL EDGES AND OVER SHEARWALLS w/ 8d @ 6°oc AND 12"oc TO ALL INTERMEDIATE FRAMING. 2. FLOOR SHEATHING SHALL BE 23/32" APA, STURDI-I-FLOOR WITH A PANEL INDEX OF 40/20. NAIL TO FRAMING WITH 10d COMMON NAILS @ 6" @ PANEL EDGES AND 12" oc IN FIELD UNLESS NOTED OTHERWISE ON PLANS. 3. EXTERIOR WALL SHEATHING SHALL BE 15/32" APA RATED SHEATHING WITH A PANEL INDEX OF 24/0 (OREINTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING, AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD AT CONTRACTORS OPTION). 4. SW- INDICATES STRUCTURAL WALL TYPE PER SCHEDULE 12/S6.0. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. 5. ALL HEADERS AND BEAMS ARE MARKED ON PLAN. REFER NOTE 6 FOR SUPPORT REQUIRMENTS. 6. COLUMNS SHALL BE DOUBLE STUDS MINIMUM, U.N.O., WITH BEAM OR HEADER BEARING FULLY ON COLUMN. 7. DESIGN BUILD HANDRAILS SHALL CONFORM TO SRC R301.5- DESIGNED TO RESIST A 2001b CONCENTRATED LOAD ON THE TOP RAIL AND 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS. Main Level Framin 1/4" = 1'-0" FRAMING PLAN LEGEND ' WALLS BELOW X INDICATES DETAIL X ON SHEET SX.XX WALLS ABOVE SX.XX COLUMNS BELOW SPAN AND EXTENTS COLUMNS ABOVE n , n HANGER SPAN AND EXTENTS THROUGHOUT 77-177 ABRUPT CHANGE IN SLAB/FRAMING ELEVATION J� INDICATES SIMPSON HOLDOWN. REFER TO FLUSH INDICATES FLUSH BEAM �� HOLDOWN SCHEDULE (X/SX.X) FOR THREADED ROD CALLOUT & EMBEDMENT INTO CONCRETE DROP INDICATES DROPPED BEAM v 1SWX INDICATES SINGLE -SIDED SHEARWALL PER INDICATES SIMPSON STRAP HOEDOWN SCHEDULE X/SX.X. 2SWX INDICATES DOUBLE -SIDED SHEARWALL PER SCHEDULE X/SX.X. I'm 1\L I Y%IIVIIVV WALL PER 10/S3.00 I'm 2033 6th Avenue, #995 Seattle, WA 98109 Sg N L 0 W A Shr . c 45868 PU RAL ��q`t �t� . RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U z W 0 V) W DC 0 N o Z LU W < >LU U)o W W Z It� �o tiW N0. CA-E REVISION PROJECT NO. BLDG DEPTPROJECT NO. CHECK PROJECT TEAM MEMBERS NN JS PERMIT SET 12/28/2022 Main Floor Framing DPD APPROVAL STAMP M X 04 N W N_ U) F- w w J a z c� 0 0 S2.1 MUNEN CARTER QUINN ERIRAL INEENGNG N FRAMING PLAN NOTES: (TYPICAL UNLESS NOTED OTHERWISE) 1. ROOF SHEATHING SHALL BE 23/32" APA RATED SHEATHING (SPAN RATING 24/0). NAIL @ ALL FRAMED PANEL EDGES AND OVER SHEARWALLS w/ 8d @ 6"oc AND 12"oc TO ALL INTERMEDIATE FRAMING. 2. FLOOR SHEATHING SHALL BE 23/32" APA, STURDI-I-FLOOR WITH A PANEL INDEX OF 40/20. NAIL TO FRAMING WITH 10d COMMON NAILS @ 6" @ PANEL EDGES AND 12" oc IN FIELD UNLESS NOTED OTHERWISE ON PLANS. 3. EXTERIOR WALL SHEATHING SHALL BE 15/32" APA RATED SHEATHING WITH A PANEL INDEX OF 24/0 (OREINTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING, AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD AT CONTRACTORS OPTION). 4. SW- INDICATES STRUCTURAL WALL TYPE PER SCHEDULE 12/S6.0. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. 5. ALL HEADERS AND BEAMS ARE MARKED ON PLAN. REFER NOTE 6 FOR SUPPORT REQUIRMENTS. 6. COLUMNS SHALL BE DOUBLE STUDS MINIMUM, U.N.O., WITH BEAM OR HEADER BEARING FULLY ON COLUMN. 7. DESIGN BUILD HANDRAILS SHALL CONFORM TO SRC R301.5- DESIGNED TO RESIST A 2001b CONCENTRATED LOAD ON THE TOP RAIL AND 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS. LUS48 H/ Upper Floor Framin 1/4" = 1'-0" FRAMING PLAN LEGEND ' WALLS BELOW X INDICATES DETAIL X ON SHEET SX.XX WALLS ABOVE SX.XX COLUMNS BELOW SPAN AND EXTENTS COLUMNS ABOVE n , n HANGER SPAN AND EXTENTS THROUGHOUT 77-177 ABRUPT CHANGE IN SLAB/FRAMING ELEVATION J� INDICATES SIMPSON HOLDOWN. REFER TO FLUSH INDICATES FLUSH BEAM �� HOLDOWN SCHEDULE (X/SX.X) FOR THREADED ROD CALLOUT & EMBEDMENT INTO CONCRETE DROP INDICATES DROPPED BEAM v 1SWX INDICATES SINGLE -SIDED SHEARWALL PER INDICATES SIMPSON STRAP HOEDOWN SCHEDULE X/SX.X. 2SWX INDICATES DOUBLE -SIDED SHEARWALL PER SCHEDULE X/SX.X. 2033 6th Avenue, #995 Seattle, WA 98109 Sg N L 0 W A Shr . c 45868 PU RAL ��q`t �t� . RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U z W 0 V) W DC 0 N o Z LU W < >LU U)o W W Z It� �o tiW N0. CA-E REVISION PROJECT NO. BLDG DEPTPROJECT NO. CHECK PROJECT TEAM MEMBERS NN JS PERMIT SET 12/28/2022 Upper Floor Framing DPD APPROVAL STAMP M X 04 N W N_ U) F- w w J a z c� 0 0 S2.2 FRAMING PLAN NOTES: (TYPICAL UNLESS NOTED OTHERWISE) 1. ROOF SHEATHING SHALL BE 23/32" APA RATED SHEATHING (SPAN RATING 24/0). NAIL @ ALL FRAMED PANEL EDGES AND OVER SHEARWALLS w/ 8d @ 6"oc AND 12"oc TO ALL INTERMEDIATE FRAMING. 2. SW INDICATES STRUCTURAL WALL TYPE PER SCHEDULE 12/S6.0. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. 3. ALL HEADERS AND BEAMS ARE MARKED ON PLAN. REFER NOTE 4 FOR SUPPORT REQUIRMENTS. 4. COLUMNS SHALL BE DOUBLE STUDS MINIMUM, U.N.O., WITH BEAM OR HEADER BEARING FULLY ON COLUMN. Roof Frami 1 /4" = 1'-0" FRAMING PLAN LEGEND ' WALLS BELOW X INDICATES DETAIL X ON SHEET SX.XX WALLS ABOVE SX.XX COLUMNS BELOW SPAN AND EXTENTS COLUMNS ABOVE n , n HANGER SPAN AND EXTENTS THROUGHOUT 77-177 ABRUPT CHANGE IN SLAB/FRAMING ELEVATION J� INDICATES SIMPSON HOLDOWN. REFER TO FLUSH INDICATES FLUSH BEAM �� HOLDOWN SCHEDULE (X/SX.X) FOR THREADED ROD CALLOUT & EMBEDMENT INTO CONCRETE DROP INDICATES DROPPED BEAM v 1SWX INDICATES SINGLE -SIDED SHEARWALL PER INDICATES SIMPSON STRAP HOEDOWN SCHEDULE X/SX.X. 2SWX INDICATES DOUBLE -SIDED SHEARWALL PER SCHEDULE X/SX.X. MONEN CARTER QUINN SiRUCiURAL EMINEENNG 2033 6th Avenue, #995 Seattle, WA 98109 Sg N L 0 W A Shr . c 45868 PU RAL ��q`t �t� . RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U z W 0 V) W DC 0 N Z00 LU W < >LU U)o W W Z It� � tio W N0. CA-E REVISION PROJECT NO. BLDG DEPTPROJECT NO. CHECK PROJECT TEAM MEMBERS NN JS PERMIT SET 12/28/2022 Roof Framing DPD APPROVAL STAMP M X (V W N_ U) F- w w cn J a z c� 0 0 S2.3 MONEN CARTER QUINN N. T. S. U) LU 0- Q E W c Q z 0-CO U 0 = N. T. S. E■ N. T. S. CORNER BARS TO MATCH EXTERIOR HORIZ. REINF. MATCH CROSS WALL HORIZ. REINF. ADDITIONAL VERT. BARS CROSS WALL TYP. C( BAR: `c PIPE SLEEVES AS REQUIRED I/ I - 0 M� I 2'-011 MIN. DOUBLE CURTAIN ALLOWED BELOW THIS LINE CORNER BARS TO MATCH EXTERIOR HORIZ. REINF. RNER ADDITIONAL 24 VERT. BARS F CROSS WALL - Pipe and Trench Location Conditions 51 N.r.s. & #5's SINGLE CURTAIN NORMA REINFO ADD BARE MATCH NC REINFORC LINE C CORNER BARS TO MATCH EXTERIOR HORIZ. REINF. (ALT. HOOKS) Typical Corner Bars at Concrete Walls 2 LL Typical Stepped Footing RETAINING WALL SCHEDULE H (Ft.) B1 is B2 tf STEM REINFORCING FOOTING REINFORCING VERT. HORIZ. TOP LONGIT. UP TO 4' 6" 6" 2'-6" 15" #4 @ 12" #4 @ 12" - (5)#5 5' 9" 6" 3'-�" 15" #4 @ 12" #4 @ 12" @ 15" (5)#5 NOTE TO ENGINEER: EQUIVALENT FLUID PRESSURE LATERAL EARTH PRESSURE (SEISMIC) MINIMUM ALLOWABLE BEARING COEFFICIENT OF FRICTION = 55 PCF = 8H = 3000 PSF = 0.30 (WITHOUT FACTOR OF SAFETY) = 0.45 (WITH FACTOR OF SAFETY) 24 #4x@�� 18"oc (1) #4 EACH NOSE FLOOR FRAMING PER PLAN JOIST PER PLAN ANCHOR BOLT PER SW SCHED., 5/8"x7" ANCHOR BOLT @ 48" oc ELSEWHERE - (E) CONCRETE WALL 6 N. T. S. 10 (2) #4 CONT. EA. WAY BOT #4 @ 18"oc E.W. SHEAR WALL WHERE OCCURS PER PLAN WATER PROOFING PER ARCH PER PLAN Stair On Grade EPS-15 GEOFOAM SLAB ON GRADE PER PLAN d• - `- A d — 1 - a <14 ; n a RETAINING WALL PER SCHEDULE 3 �l (3) #4 CONT. SEE PLAN FOR SLAB THICKNESS AND REINFORCING. (TYP.) cc PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN Typical Slab Edge 4 HDU PER PLAN II U w . (3) #4 BOTTOM EA MATCH (E) FOOTING WIDTH 1'-6" MIN 4"x 4" x 1 /4" BA; 'OST & POST W/ (1)1/2" DIA SASE PER PLAN 10" SQUARE PLINTH. REINF. w/ (4)#4x & #3 TIES @ 4"oc 11 REINFORCEMENT PER RETAINING WAL SCHEDULE (E) STEM WALL (E) FOOTING NEW FOOTING DIM PER PLAN EMBED ANCHOR BOLT PER PLAN STRUMM ENBINEENN6 2033 6th Avenue, #995 Seattle, WA 98109 SgNLNo -10 45868 0 NAL RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Z W In W DC 8 N N o Z 00 LU W >W U)o W Z W It� � o tiW N0. CA-E REVISION STAIR ON =R PLAN PROJECT NO. LL, BLDG DEPTPROJECT NO. )0 CHECK PROJECT TEAM MEMBERS NN is PERMIT SET 12/28/2022 Concrete Details DPD APPROVAL STAMP fo M x 04 N W N_ co H W W 2 co J a 12 0 0 S3.0 MUNEN CARTER QUINN (E) FRAMING PER PLAN 10d @6"oc 1 1 8112" t3 11L PLAN VIEW FRAMING PER PLAN PLATE 3/8" x 8" x20" wl (6) 3/8" 0 PLAN VIEW 'I' EMBED 4" INTO CONCRETE 2x BLOCKING @ 32"oc , 1" GROUT II. CLIP PER SHEARWALL / NAILING PER SW-1 I SCHEDULE Q I I z (e) foundation (e) WALL � I 2x NAILER TO MATCH BEAM WIDTH WI %"0 WELDED 1' THREADED STUDS @ 24"oc -6" VIF 11 CONTINUITY PL EA. SIDE CJP, T yp 1/z' Min. RADIUS kf COL. Min. + 1/2" MAX. COLUMN PER PLAN '/4' NO WELD k COL. + 1'/z" (Typ.) (MIN.) TYP 3/8 TOLERANCES SHALL NOT ACCUMULATE TO THE EXTENT THAT ANGLE OF THE ACCESS HOLE CUT TO THE FLANGE SURFACE EXCEEDS 25°. U If NOTES: 1. BEVEL AS REQUIRED BY AWS D1.1 FOR SELECTED GROOVE WELD PROCEDURE. 2. LARGER OF tf OR 1/2" (PLUS'/2 tf, OR MINUS '/4 tf) 3. 3/4" tf TO tf, 3/4" MINIMUM (±'/4") 4. %" MINIMUM RADIUS (PLUS NOT LIMITED, OR MINUS 0) 5. 3 tf. (±'/2") 6. WELD ACCESS HOLES SHALL MEET THE DIMENSIONAL, SURFACE FINISH, AND TESTING REQUIREMENTS OF AISC LRFD SPECIFICATION SECTION 1.6 AND AWS D1.1, SECTION 5.17.1 AND FIGURE 5.2 1 5 0] DI3 0 HOLES (MAX.) 1" RADIUS CORNERS 10 5 L_j o� z o + 2/3 D MAX. 1. CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF ALL BEAM PENETRATIONS, ALL PENETRATIONS LARGER THAN 2"0 SHALL BE SHOWN ON SHOP DRAWINGS OR SKETCHES AND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. FIELD CUTTING NOT PERMITTED WITHOUT APPROVAL. 2. OPENINGS MAY OCCUR IN MIDDLE HALF OF BEAM LENGTH ONLY. 3. NO CUTTING MAY OCCUR IN TOP OR BOTTOM QUARTER OF BEAM DEPTH. 4. ADJACENT OPENINGS MUST BE SPACED AT THE LESSER OF, 12" OR 2.5 x LARGER OPENING SIZE, EDGE TO EDGE. 5. MAXIMUM SIZES OF OPENINGS SHALL BE DI3 0 OR DI3 x 2DI3 AS SHOWN. 6. NO OPENINGS SHALL OCCUR WITHIN 12" OF AN ADJACENT BEAM CONNECTION. 7. REQUIRED OPENINGS NOT MEETING ABOVE CRITERIA SHALL BE SUBMITTED TO ENGINEER FOR REINFORCING DESIGN. CONTINUTIY PLATE PER 51S4.00 PLAN VIEW PLAN VIEW COLUMN PER ELEVATION SHEARTAB PER 10/S4.00 BEAM PER ELEVATION 2 I 3 Steel Beam Openings 6 SHEAR PLATE SCHEDULE BEAM SIZE NO. OF BOLT PLATE WELD CAPACITY BOLTS SIZE* THICKNESS SIZE W8 2 3/4"QS 3/8" 3/16" 20.8K W14 3 3/110 3/8" 3/16" 30.3K CONNECTION NOTES: 1. REMOVE WELD BACKING, BACKGOUGE AND ADD 5/16" FILLET WELD AS SHOWN 2. COMPLETE JOINT PENETRATION GROOVE WELD BETWEEN WEB ACCESS HOLES. PROVIDE NON -FUSIBLE WELD TABS. REMOVE WELD TABS AFTER WELDING AND GRIND END OF WELD CMOOTH AT WEB ACES HOLE 3. SHEAR TABS SHALL HAVE SUFFICIENT LENGTH TO OVER LAP 1/8" WITH WEB ACCESS HOLD TOP AND BOTTOM 4. ALL PLATES AND SHAPES SHALL BE ASTM A572 GRADE 50, Fy = 50 ksi MATERIAL 5. REFER TO GENERAL NOTES FOR ADDTIONAL REQUIRMENTS. WELD INSPECTION REQUIREMENTS: REFER TO GENERAL NOTES COLUMN PER PLAN COLUMN PER PLAN BASE PLATE PER 21S4.00 BEAM PER PLAN CENTERLINE 121S4.00 CENTERLINE i T.O.S. W14x38 _ tj = z ¢ z =5 a oLU oLU Z J Z QJ = =D0- oU oL T.O.S. _ W14x38 121S4.00 =� o w l O w 21S4.00 C' 0 12/S4.00 Roof - 24' - 811 Upper Floor 16' - 11" Main Level 8'-4' 121S4.00 21S4.00 Basement � 0'-0, C� DOUBLER PLATE TO CONTINUITY PLATE DOUBLER PLATE PER SCHEDULE CJP PER NOTE 1 WEB ACCESS HOLD PER 9/S4.00 PLAN VIEW O 5/16 NOTE 1 O O-------- SHEAR TAB PER SCHEDULE CONTINUITY PLATE ► PER SCHEDULE REFER 5/S4.00 5/16 NOTE 1 WEB ACCESS HOLD BACKING BAR (TYP) PER 91S4.00 TYP CJP PER NOTE 1 5/16 DETAIL'A' CONTINUITY PLATE PER Sf l Irnl II r BEVEL PLATE (TYP) DOUR TO COLUIVIII CJP PER NOTE 2 PER SCHEDULE SCHEDULE: BEAM COLUMN SHEAR TAB* SHEAR TAB WELD DOUBLER PLATE CONTINUITY PLATE W12x22 W12x40 3/8" 3/8" 1/2" 3/4" W12x19 W12x40 3/8" 3/8" 1/2" 3/4" *REFER TO 5/S4.00 FOR ADDTIONAL INFOMATION - STRUMIRAL ENBINEENNG 2033 6th Avenue, #995 Seattle, WA 98109 SANLN0 W A Sh't 45868ALt �SI6NAL r�P RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Z W 0 V) W 0 N Z co o LU W >W cno W W Z J E: 0 �o tiw N0. CA-E REVISION PROJECT NO. BLDG DEPTPROJECT NO. CHECK PROJECT TEAM MEMBERS NN JS PERMIT SET 12/28/2022 Steel Details DPD APPROVAL STAMP S4.0 MUNEN CARTER QUINN NOTE: BORED HOLES SHALL NOT BE LOCATED @ THE SAME SECTION OF STUD AS A NOTCH. SINGLE STUD 2Y811 1%" MAX (NO REINF. MAX HOLE REQUIRED) HOLE 0 MIN %" MIN 2'/a' MAX DOUBLE STUDS 3% MAX HOLE (NO MORE THAN TWO HOLE ro SUCCESSIVE STUDS V MIN MAY BE BORED) V MIN 2x4 STUDS (3x4 SIMILAR) N. T. S. NOTE: NOTCHES SHALL NOT OCCUR IN MORE THAN (2) SUCCESSIVE STUDS E: 2x4 STUDS (3x4 SIMILAR) ANY NOTCH OR HOLE THRU STUDS EXCEEDING ABOVE DETAIL SHALL GET E.O.R. APPROVAL FOR POSSIBLE REINFORCING REQUIREMENTS PRIOR TO DRILLING/NOTCHING N. T. S. 2x6 STUDS (3x6 SIMILAR) 1V MAX 2x6 STUDS (34 SIMILAR) NAILING TO SUPPORTED DIAPHRAGM PLYWOOD PANEL PLYWOOD PANEL EDGES rnnr PPP PI ANI /NID11 C (tl All RAINI 1 PLYWO( PANEL NAILING DIAPHR/ BOUNDA NAILS @ NAILING INTERMI FRAMIN( NAILS @ JOISTS I PLAN NOTE: BEARING AND SHEAR WALL INTERSECTIONS SHALL BE CONSIDERED DIAPHRAGM BOUNDARIES, TYP N. T. S. 1 5 N0 PRI WI[ STUDS N. T. S. PROVIDF PANFI FDGF NA PLYWOOD PANEL (MAY BE EITHER VERT. OR HORIZ.) NAILING TO INTERMEDIATE FRAMING MEMBER TOP OF FOUNDATION END OF SHEARWALL 0- AArAADrD 1A'HERE NAILING LS OUT (2) ROWS RWALL LAN 7., NArNAnrn'NHERE NAILING LLS OUT (2) ROWS nvLuvuuly rLrt rLr%Iv BEAM PER PLAN TOENAIL TO SUPPORT w/(2)16d EA. SIDE 2 WEB STIFFENERS PER JOIST MFR. BEAM PER PL HANGER PER GEN. NOTES 0— KArnnDro iAiuCRE NAILING OUT (2) ROWS BLOCKING AT ALL PANEL EDGES - REFER NOT�2) BLOCKING OR RIM JOIST DOUBLE TOPIE PANEL EDGE NAILING AT ALL JAMB, CORNER, & WALL END MEMBERS INTERMEDIATE FRAMING MEMBERS BOTTOM E ANCHOR BOLT PER SHEARWALL SCHEDULE Typical Shearwall Panel Elevation �1J PLYWOOD PANEL EDGE NAILING PER SHEARWALL SCHEDULE TO MATCH BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE SHEATHING PER PLAN I JOIST DIRECTION VARIES PER PLAN. PROVIDE (1) BAY BLK'G @ 48"oc w/(4)8d NAILS WHEN JOIST RUN PARALLEL TO BEAM JOIST PER PLAN 3 3x MEMBER WHERE NAILING SHEARWALL 2 ROWS PER PLAN 3x MEMBER WHERE NAILING TYPE 2 CALLS OUT () \ TYPE CALLS OUT (2) ROWS — — INTERSECTING WALL (SEE LEFT IF SHEARWALL) SHEARWALL PER PLAN — - INTERSECTING WALL (SEE LEFT IF SHEARWALL) SHEAR WALL SCHEDULE SW# SHEATHING BLOCKING PANEL EDGE NAILING(1 ATTACHMENT TO TOP PLATE(2 BOTTOM PLATE ATTACHMENT RIM BOARD FACENAILING TO ANCHOR BOLTING REQ'D WOOD BELOW43 TO CONC. BELOW 4 CAPACITY ( SEISMIC SW1 15/32" APA RATED SHEATHING YES 8d @ 6"oc CLIP @ 24"oc 20%" LSL 16d @ 6"oc %110 @ 48"oc 240 PLF SW2 15/32" APA RATED SHEATHING YES 8d @ 4"oc CLIP @ 20"oc 203/" LSL 16d @ 43/"oc VO @ 48"oc 355 PLF SW3 15/32" APA RATED SHEATHING YES 8d @ 3"oc CLIP @ 16"oc 13/4" LSL 16d @ 4"oc V0 @ 36"oc 455 PLF SW4 15/32" APA RATED SHEATHING YES 8d @ 2"oc CLIP @ 12"oc 4x/3'/z LSL (2) ROWS 16d @ 53/4'oc VO @ 24"oc 595 PLF SW5 15/32" APA RATED SHEATHING (EACH SIDE) YES 8d @ 4"oc CLIP @ 9"oc 4x/3'/z LSL (2) Rows 16d @ 4'/2'oc VO @ 24"oc 705 PLF SW6 15/32" APA RATED SHEATHING (EACH SIDE) YES 8d @ 3"oc CLIP @ 8"oc 4x/3'h LSL (2) Rows 16d @ 3'/2'oc VO @ 18"oc 910 PLF (� NAILS SHALL BE 8d COMMON. NAILING APPLIES TO ALL PANEL EDGES (BLOCK ALL UNSUPPORTED PANEL EDGES), TOP & BOTTOM PLATES AND BLOCKING. NAIL TO INTERMEDIATE FRAMING MEMBERS w/8d @ 12"oc. (2) CLIP SHALL BE EITHER A35 OR LTP4 NAILS SHALL BE 10d COMMON (0.1480 x 3") (3� SCREWS SHALL BE SIMPSON SDS25300 (�/4"0 x 3" MIN.) `4) PROVIDE 3"x3"x0.229" PLATE WASHER AT ALL ANCHOR BOLTS. ANCHOR BOLTS SHALL BE POSITIONED SUCH THAT PLATE EDGE OF PALTE WASHER IS WITHIN''/2 OF THE EDGE OF THE BOTTOM PLATE (PLATE WASHERS MAY BE DIAGONALLY SLOTTED WITH A WIDTH OF UP T013/16" AND A LENGTH NOT TO EXCEED 13/4") C! STRUMIRAL ENBINEENNG 2033 6th Avenue, #995 Seattle, WA 98109 'ffim 11•: Sg A L 0 W A Shr . 45868 �RAL , (� RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Z W 0 V) W DC 8 N N o Z LU W >W 3: Cno W WZ J 0 �o tiw N0. CA-E REVISION PROJECT NO. BLDG DEPTPROJECT NO. CHECK PROJECT TEAM MEMBERS NN JS PERMIT SET 12/28/2022 Wood Details DPD APPROVAL STAMP M x It (V w N co w w J a 12 0 S6.0 MUNEN CARTER QUINN 11 _y 1'/" TYP SECTION SECTION i 6x 3'/2 x'/4 BASE PLATE ATTACH W/ (1) %"0 x 6" LAGS COLUMN PER PLAN 11 K �ffI. IV' TYP JOIST OMITTED FOR CLARITY SECTION 9x 31/2 x'/4 BASE PLATE I ATTACH W/ (2) %"0 x 6" LAGS BEAM PER PLAN LCE POST SECTION CAP SERIES POST PER PLAN COLUMN PER PLAN 1 5 NAILING SHEARV SCHEDL LEDGER SHEARV PER PLA WHERE POST PER PLAN BEAM PER PLAN AC POST CAP SERIES )CKING )IST PER PLAN HEATHING ER PLAN M JOIST PER ZWALL SCHED LIP PER SHEARWALL "�HEDULE WHERE EQ'D. 2 0 DESIGN BUILD HANDRAIL VERIFY HANDRAIL CONFORMS w/ SRC PER PLANS U Q ch N LEDG NAILIN, SHEAR SCHEC SHEAR PER PL) WHERE COLUMN PER ELEVATION DTT2Z @ EACH GUARDRAIL POST LOCATION, MAX 4'-0" oc. BEAM PER PLAN (2)'/2"0 THRU-BOLTS & WASHER, MAY BE COUNTERSUNK JOIST PER PLAN 2x BLOCKING @ 24" oc ►CKING )IST PER PLAN HEATHING ER PLAN M JOIST PER ZWALL SCHED _IP PER SHEARWALL 'aHEDULE WHERE EQ'D. ')ERIES HANGER :AM PFR FI FVATION 3 7 11 DESIGN BUILD HANDRAIL VERIFY HANDRAIL CONFORMS w/ SRC PER PLANS LU 'Q N LEDGER PER PLAN DTT2Z PER PLAN DECK FRAMING & SHEATHING PER PLA SHEARWALL PER PLAN WHERE SHOWI DTT2Z @ EACH GUARDRAIL POST LOCATION, MAX 4'-0" oc. --�— JOIST PER PLAN LUS SERIES HANGER BEAM PER PLAN (2)'/2"0 THRU-BOLTS & WASHER, MAY BE COUNTERSUNK ROOF SHEATHING 10d @ 6"oc PER PLAN LUS SERIES HANGER - CONT. BLOCKING MAYBE NOTCHED OR DRILLED FOR CLIP PER VENTING SHEAR WALL SCHEDULE - E )DITIONAL 4x OCKING @ DECK )NNETION FRAMING & SHEATHING PER PLAN .IP PER SHEARWALL ;HEDULE WHERE :Q'D. JOIST PER PLAN SHEAR WALL (E) TRUSS PER PLAN PER PLAN ��1 12 STRUCTURAL ENBINEENNG 2033 6th Avenue, #995 Seattle, WA 98109 Sg N L V0 W A Sh't 45 868AL AL RESUB Sep 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Z W 0 V) W DC 0 N Z00 L U LU < >LU U)o W W Z It� � tio w N0. CA-E REVISION PROJECT NO. BLDG DEPTPROJECT NO. CHECK PROJECT TEAM MEMBERS NN JS PERMIT SET 12/28/2022 Wood Details CN N W N_ co H W W 2 cn J a z c� 0 0 S6.1