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APPROVED PLN ENG BLD RESUB1 BLD2023-0344+Architectural_Plan+4.7.2023_4.32.08_PM+3471207PROJECT DATA: LOT ZON I NG: PROJECTADDRESS: 8228 TALBOT ROAD LOTZONING: RS-20 EDMONDS, WA 98026 Applicant shall repair/replace all �� LOT SIZE: 20,473SF (0.47ACRES) damage to utilities or frontage PARCEL #: 00594400007902 improvements in City right-of-way LONG MAX BUILDING HT.: 25 FEET per city standards that is caused or occurs during the permitted project. MAN HOLE CONTACT: Sam Dahl MAX BUILDING COVERAGE: 35% 4329 4th Avenue NW Seattle, WA 98107 Ph: NC SE�ERE�NE / Email: il: sa uel.da 24 MIN PARKING: 2 Email: samuel.dahl@gmail.com 8CO PROPERTY OWNER: Elizabeth Miakinin & James Ogonowski OPQ 8228 TALBOT ROAD CATCH BASIN EDMONDS, WA 98026 O O Ph: (425)582-8725 or (248)229-8015 OWNER/CONTRACTOR IS RESPONSIBLE FOR �P��II Email:emiakinin@hotmail.com SETBACKS: EROSION CONTROL AND DRAINAGE I ARCHITECT: Sam Dahl Nimble Design LLC 43294th Avenue NW Seattle, WA 98107 STREET SETBACK: 25 FEET Ph: (425) 281-6924 1 Email: samuel.dahl@gmail.com �n PROVIDE FILTER SOCK STRUCTURAL ENGINEER: Blaze Bresko SIDE YARD SETBACK: 35FEET TOTAL,IOFEET MINIMUM Z O AT CATCH BASIN PER OQ�yL o, /� N 1 Swenson Say Faget REAR YARD SETBACK: 25 FEET U E R-902 DETAIL Q� I e 2124 Third Avenue, suite 10o a ct� 1 n Seattle, WA 98121 0� O i I (206) 443-6212 N U �2101, p Email: bbresko@ssfengineers.com LU H CATCH BASIN S G m I a CONTRACTOR: TBD LU OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY 10A REPLACE EXISTING UTILITIES MAY REQUIRE A SEPERATE PERMIT. 1 I co IMPERVIOUS 2ND INDEX OF DRAWINGS: Q o STORY DECK (384 SF) o 20'Ii 0�� 1 ARCHITECTURAL APPROVED BY PLANNING A1.0 SITE PLAN AREA OF WORK 7/ / 1 SIDE SEWER LINE A1.1 GENERAL NOTES /} 1 A2.0 FLOOR PLANS (/ UNDERTHIS PERMIT A3.0 ELEVATIONS ,11 �ti12 I STRUCTURAL Apr 17 23 / j n 11 Z S1.0 STRUCUTRAL NOTES S2.0 STRUCUTRAL PLANS & DETAILS 11 1 II Nothing in the permit approval process shall be U 014 15'-0° 11s — -- ---I interpreted as allowing or permitting the maintenance w O 1 I m of any currently existing illegal, nonconforming or 0 *_0011 � 0 014 r*_1 unpermitted building, structure or site condition which Q O 0 Q000 Z JURISDICTION: is outside the scope of the permit application, regardless OS 00 Q Q of whether such building, _ 0 11a I g, structure or condition is J SITE PLAN NOTES: °° QLq -1 Q Z w I9 w EDMONDS,WA shown on the site plan or drawing. Such building, „ 0-, a ILO >_ I _J structure or condition may be the subject of a separate J 0 0 LJ 1. ALL DISTU RBED AREAS TO BE COMPOST AMMENDED PER 2022 SWMMWW BMPT.5.13 Q w -1 z 0 2. INSTALLAND MAINTAINALLTESC MEASURES ACCORDING TO APPROVED PLANS. O I 1 m ii enforcement action. — 17 IN o VICINITYMAP: O m � Q J 3. CALL BEFORE YOU DIG TO CONFIRM EXISTING UTILITIES.1-800-424-5555 (or 811) 11 I m a N LIJ IZ Z VDU LLJ 9r - 'Snahnmish 122' O 1 I rn u 124' -�� 126' --128'- 1 ..t/ Eastmam -(D --_r__130' II 1 Pape v' FIeIC-Lake fti O hey 132' E?m P F k-'i ..�FAi7l Greek BA _ 5' ET a.h -0_ REAR YARD S N I 1 v r north creek. Fa, - -,_ Q o "al`°' ALL WORK SUBJECT z�8 7 �6' LINE1p5.98' MAN HOLE �, a.wA APPROVED TO FIELD o r e PLANS MUST BE PROPERT ENT 2114686 — — - INSPECTION FOR 15705 UTILITY EASEM SINE — — — ON JOB SITE CODE COMPLIANCE REGISTERED 10' 0 6'� CONC SEWER — — — — —it ARCHITECT °e CityOf EdmondsELLIOTO SATE OF WASHI GTO SAHL TATE OF WASHINGTON O O III. Building Department 00 00 O O Work DECK 00 GRATE Address 8228 TALBOT RD .. SITE PLAN Owner OGONOWSKI 0 1 ,r = ,r SCOPE OF WORK: ---- --------------------- �� (X FILTER SOCK WITH 1 20 _Q • O .� OVER FLOW HOLES � � cnP> Approved Date 4/12/2023 rl FILTER SOCK WITH bA OVER FLOW HOLES REPLACE EXISTINGDECK(384SF) ========= =========== 00 (TYP) CATCH BASIN gBuildin Official: W. W v4WeLic Q � 4 a. '---------------------------------------------------------- ' ----------------------------- > i Permit Number: BLD2023-0344 J E ------------------------------------------------------------- Q U0 LU Ln LEGAL DESCRIPTION.: REVISIONS W Z LU DATE PAGES CHANGES > N TALBOT PARK BLK 000 D-02 - PTN LOT 79 DAF BEG NW COR SD LOT TH SALG W LN 187.49 FTTH NELYLU TAP WH IS S 221.52 FT FROM NE COR TH N ALG E LN SD LOTTO NE COR TH SWLY ALG N LN TO TPB REV1 Q REV2 00 00 REV3 0` N NOTES: C14ENGINEERING DIVISION REV4 M Lri N CATCH BASIN 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING APPROVED AS NOTED REV5 CONSTRUCTION PERIOD. 2 SANY HALL SEDIMENT REMOVED CATCH BASIN INSERT � 1� 04/13/2023 ■ d ONE—THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL NO STORMWATER MANAGEMENT SYSTEM EROSION CONTROL METHODS BEFORE REQUIRED AT THIS TIME. IF NEW AND/OR OTHER WORK CAN BEGIN. REPLACED IMPERVIOUS SURFACE EQUALS 2000SQFT OR GREATER, A STORMWATER DRAWING NUMBER: REVISION DATE MANAGMEMENT SYSTEM MAY BE REQUIRED RES U B CITY OF EDMONDS Apr 10 2023 TEMPORARY JANUARY 2018 PER CITY CODES AND STANDARDS SEDIMENT TRAP CITY OFEDMONDS A1,0 � PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL DEVELOPMENT SERVICES 01 DEPARTMENT Fst, 18g� APPROVED BY: R. ENGLISH ER-902 ABBREVIATIONS: GENERAL: EXTERIOR FINISHES: THESE DRAWINGS ARE THE PROPERTY OF NIMBI LE DESIGN LLC AND MAY BE REPRODUCED EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL & AND GL GLASS ONLY WITH THE WRITTEN PERMISSION OF NIMBI LE DESIGN LLC. AUTHORIZED ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN (IRC) L ANGLE GLAM GLUE LAM REPRODUCTIONS MUST BEAR THE NAME OF NIMBI LE DESIGN LLC. THESE DRAWINGS ARE SECTION 703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN @ AT GND GROUND FULLY PROTECTED BY FEDERAL AND STATE COPYWRITE LAWS. SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY CENTERLINE GPL GYPSUM PLASTER BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY O DIAMETER OR ROUND GR GRID ALL CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) (IRC) SECTION 703.2. IRC R703. PERPENDICULAR GT GLAZED TILE AND 2018 INTERNATINAL BUILDING CODE (IBC) AS AMENDED BY THE STATE OF WASHINGTON # POUND OR NUMBER GTF GIN & TONIC FRIDAY AND BE IN ACCORDANCE WITH ALL WASHINGTON STATE LAWS, REGULATIONS AND VARIOUS 0 UNDERLAYMENT: APPLY TWO (2) LAYERS OF 60 MIN. BUILDING PAPER OVER AB ANCHOR BOLT GWB GYPSUM WALLBOARD CODES IMPOSED BY LOCAL AUTHORITIES. SHEATHING PRIOR TO INSTALLATION OF WINDOWS, WRAP INTO OPENINGS. AFTER ABV ABOVE GYP GYPSUM INSTALLATIONOF WINDOWS, APPLY SELF-ADHESIVE 'BLUESKIN' PER MANUFACTURER'S A/C AIR CONDITIONING DO NOT SCALE DRAWINGS OR DETAILS - USE DIMENSIONS SHOWN. INSTRUCTIONS. ACOUS ACOUSTICAL H&V HEATING AND VENTILATING 0 DIMENSIONS SHOWN ON PLANS ARE TO FACE OF FRAMING OR CONCRETE, OR ACT ACOUSTICAL CEILING TILE HB HOSE BIBB TO THE CENTERLINE OF COLUMNS UNLESS NOTED OTHERWISE. 0 CEMENT STUCCO: APPLY IN ACCORDANCE WITH IRC703.7. OVER UNDERLAYMENT. AD AREA DRAIN HC HANDICAPPED / CHECK DETAILS FOR LOCATIONS OF ALL ITEMS NOT DIMENSIONED ON THE PROVIDE FOR DRAINAGE ACCORDING TO MANUFACTURER'S RECOMMENDATION. ADJ ADJUSTABLE HOSE CABINET PLANS. DO NOT BACKFILL OR POUR CONCRETE AGAINST STUCCO. AFF ABOVE FINISH FLOOR HDBD HARDBOARD DOORS AND CASED OPENINGS WITHOUT DIMENSIONS ARE TO BE 41 /2" FROM AGGR AGGREGATE HDR HEADER FACE OF ADJACENT WALL OR CENTERED BETWEEN WALLS, UNLESS NOTED 0 ADHERED STONE VENEER: USE PRESSURE -TREATED SHEATHING BEHIND ADHERED STONE AL ALUMINUM HDWD HARDWOOD OTHERWISE. VENEER, TYP. APPLY ADHERED STONE VENEER OVER UNDERLAYMENT PER ANCH ANCHOR HDWE HARDWARE MANUFACTURER'S RECOMMENDATION. DO NOT BACKFILL OR POUR CONCRETE ANOD ANODIZED HGT HEIGHT THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING AGAINST STONE VENEER. APPROX ' APPROXIMATE HM HOLLOW METAL CONDITIONS BEFORE PROCEEDING WITH THE WORK. ANY CONFLICTS SHALL BE ARCH ARCHITECTURAL HMI HOLLOW METAL INSULATION IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT. VERIFY FIELD CONDITIONS 0 WOOD SIDING: INSTALL OVER UNDERLAYMENT IN ACCORDANCE WITH IRC R703.3. ASB ASBESTOS HCW HOLLOW CORE WOOD PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. ASPH ASPHALT HORIZ HORIZONTAL HR HOUR THE CONTRACTOR SHALL COORDINATE THE LOCATION OF MECHANICAL WORK, 0 FLASHING: INSTALL FLASHING IN ACCORDANCE WITH IRC R703.4. VERTICAL LEG OF BD BOARD HRL HANDRAIL ELECTRICAL WORK, AND OTHER SUBCONTRACTOR WORK TO INSURE COMPLIANCE WITH FLASHING SHALL BE 4" MIN. 'KICK -OUT' FLASHING TO GUTTERS SHALL EXTEND 3" MIN. BRK BRICK HVAC HEATING VENTILATING THE DRAWINGS, SPECIFICATIONS AND ALL CODES. CONTACT THE ARCHITECT FOR BEYOND WALL. BET BETWEEN AIR CONDITIONING RESOLUTION WITH ALL DISCREPANCIES PRIOR TO CONSTRUCTION. BITUM BITUMINOUS HW HOT WATER DECKS & EXTERIOR STAIRWAYS: BLDG BUILDING HWT HOT WATER TANK CONTRACTOR SHALL COORDINATE FRAMING LAYOUT WITH MECHANICAL, PLUMBING BILK BLOCK HYD HYDRANT AND ELECTRICAL SUB CONTRACTORS. WOODEN STRUCTURAL SUPPORTS AND MEMBERS THAT ARE EXPOSED TO WEATHER WITHOUT BLKG BLOCKING PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING THAT WOULD BM BEAM ID INSIDE DIAMETER / CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES PRIOR TO PREVENT MOISTURE OR WATER ACCUMULATION ON THE MEMBER SURFACE SHALL BE BOT BOTTOM DIMENSION CONSTRUCTION. INFORM THE ARHCITECT OF ANY DISCREPANCIES IN THE DRAWINGS OR PRESSURE TREATED OR CEDAR LUMBER. IRC R317.1.3. BRG BEARING INCL INCLUDE INCONSISTENCIES WITH THE CODES PRIOR TO CONSTRUCTION. BSMT BASEMENT INSUL INSULATION ALL METAL FRAMING CONNECTORS AND FASTENERS USED WITH PRESSURE TREATED LUMBER BUR BUILT-UP ROOFING INT INTERIOR CONTRACTOR SHALL COORDINATE ALL CHANGES WITH THE ARCHITECT AND SHALL BE CERTIFIED FOR USE WITH THE TREATED MATERIAL. IRC 317.3. STRUCTURAL ENGINEER PRIOR TO FABRICATION OR CONSTRUCTION. CB CATCH BASIN JAN JANITOR CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE CD CEILING DIFFUSER JST JOIST METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CEM CEMENT JT JOINT WORK. CER CERAMIC KID KILN DRIED CAB CABINET KIT KITCHEN ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO BE COMPOSED OF CG CORNER GUARD KIP KICK PLATE COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING CI CAST IRON MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE CIP CAST IN PLACE L&P LATH AND PLASTER WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. CJT CONSTRUCTION JOINT LAB LABORATORY CLG CEILING LAM LAMINATE SOILS: CLJ CONTROL JOINT LAV LAVATORY CLKG CAULKING LB LAG BOLT UNLESS ASOILS REPORT BY ASOILS ENGINEER IS PROVIDED AND ATTACHED THIS CLO CLOSET LF LINEAL FOOT OFFICE ASSUMES NO RESPONSIBILITY AS TO PHYSICAL CHARACTERISTICS OF THE SOIL. CLR CLEAR LKR LOCKER FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1,500 CMU CONCRETE MASONRY UNIT LM LINEAR METAL PSF. ALL FOOTINGS SHALL BE CAST ON UNDISTURBED FIRM NATURAL SOIL OR CNTR COUNTER LRV LIGHT REFLECTANCE VALUE COMPACTED SOIL OF 1,500 PSF BEARING CAPACITY AT LEAST V-6" BELOW LOWEST CO CLEAN OUT LT LIGHT ADJACENT GRADE, FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL BE COL COLUMN LTL LINTEL FREE OF LOOSE SOILS, DEBRIS, AND FREE OF WATER AT ALL TIMES. THIS OFFICE TAKES NO CONC CONCRETE LVR LOUVER RESPONSIBILITY IN VERIFYING ACCURACY OF ENGINEERING DATASUPPLIED BY CONN CONNECTION OTHERS. CONSTR CONSTRUCTION MAS MASONRY CONT CONTINUOUS MAT MATERIAL CLEARING & GRADING(T.E.S.C. MEASURES) CORR CORRIDOR MAX MAXIMUM CPT CARPET MB MACHINE BOLT ALL CLEARING AND GRADING MUST BE IN ACCORDANCE WITH LOCAL JURISDICTION CT CERAMIC TILE / CENTER MBR MEMBER CLEARING AND GRADING EROSION CONTROL STANDARDS, DEVELOPMENT STANDARDS, CTR CENTER MC MEDICINE CABINET LAND USE CODE, INTERNATIONAL BUILDING CODE, PERMIT CONDITIONS, AND ALL CSK COUNTERSUNK MDF MEDIUM DENSITY FIBERBOARD OTHER APPLICABLE CODES, ORDINANCES AND STANDARDS. THE DESIGN ELEMENTS WITH CW COLD WATER MDO MEDIUM DENSITY OVERLAY THESE PLANS HAVE BEEN REVIEWED TO THESE REQUIREMENTS. ANY VARIANCE FROM THE CY CUBIC YARD MECH MECHANICAL ADOPTED EROSION CONTROL STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY OPP HD OPPOSITE HAND APPROVED BY THE LOCAL JURISDICTION PRIOR TO CONSTRUCTION. DBL DOUBLE OTS OPEN TO STRUCTURE DEPT DEPARTMENT A COPY OF THE APPROVED PLANS MUST BE ON -SITE WHENEVER CONSTRUCTION IS IN DIET DETAIL PT PRESSURE TREATED PROGRESS. THE APPLICANT IS RESPONSIBLE FOR OBTAINING ANY OTHER REQUIRED OR DF DRINKING FOUNTAIN RELATED PERMITS PRIOR TO BEGINNING CONSTRUCTION. DH DOUBLE HANG RET RETURN DIA DIAMETER REV REVERSE ALL LOCAL EXISTING UTILITIES HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED DIFF DIFFUSER RFG ROOFING FROM AVAILABLE RECORDS AND SHOULD, THEREFORE, BE CONSIDERED ONLY DIM DIMENSION RGTR REGISTER APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE DISP DISPENSER RM ROOM CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS DIN DOWN RO ROUGH OPENING AND TO DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE DO DOOR OPENING ROW RIGHT OF WAY AFFECTED BY THE WORK. DR DOOR RWD REDWOOD DS DOWNSPOUT RWL RAIN WATER LEADER FINAL SITE DRAINAGE MUST DIRECT DRAINAGE AWAY FROM ALL BUILDING STRUCTURES DSP DRY STANDPIPE AT A MINIMUM SLOPE OF 6 INCHES WITHIN THE FIRST 10 FEET. IRC R401.3 DT DRAIN TILE S SOUTH DWG DRAWING SAN SANITARY DWR DRAWER SAT SUSPENDED ACOUSTICAL TILE SCW SOLD CORE WOOD GUARDRAILS: E EAST SCHED SCHEDULE (E) EXIST/ EXISTING SECT SECTION HANDRAIL SHALL BE INSTALLED TO COMPLY WITH IRC R311.7.8. EA EACH SD SOAP DISPENSER / EB EXPANSION BOLT SOAP DISH /STORM DRAIN GUARDRAILS: ANY WALKING SURFACE 30" OR MORE ABOVE GRADE OR ADJACENT EF EACH FACE SH SINGLE HANG SURFACE SHALL HAVE GUARDRAIL NOT LESS THAN 36" HIGH AND REQUIRED GUARDS SHALL EJ EXPANSION JOINT SHF SHELF NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD THAT EL ELEVATION SHR SHOWER ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER. IRC R312 ELEC ELECTRICAL SHR SHEET ELEV ELEVATOR / ELEVATION SHTG SHEATHING EMER EMERGENCY SIM SIMILAR ENCL ENCLOSURE SLR SEALER ENTR ENTRANCE SM SHEET METAL 01 EP ELECTRICAL PANELBOARD SND SANITARY NAPKIN DISPENSER EQ EQUAL SNGL SINGLE EQUIP EQUIPMENT SNR SANITARY NAPKIN RECEPTACLE ES EXPOSED STRUCTURE SNT SEALANT EWC ELECTRIC WATER COOLER SPEC SPECIFICATION EXH EXHAUST SPKR SPEAKER EXP EXPANSION SQ SQUARE EXPO EXPOSED SS SERVICE SINK EXST EXISTING SST STAINLESS STEEL EXT EXTERIOR STA STATION EXTD EXTRUDED STO STANDARD FA FIRE ALARM STL STEEL STOR STORAGE FB FLAT BAR STRUC STRUCTURAL FD FLOOR DRAIN / FIRE DAMPER SUSP SUSPENDED FND FOUNDATION SV SHEET VINYL FE FIRE EXTINGUISHER SYM SYMMETRICAL FEC FIRE EXTINGUISHER CABINET FF ACTORY FINISH T TOILET FFEL FINISH FLOOR ELEVATION T&G TONGUE AND GROOVE FH FIRE HYDRANT TB TOWEL BAR FHC FIRE HOSE CABINET TC TOP OF CURB FIO FURNISHED AND INSTALLED / TOP OF CONCRETE BY OWNER TD TOWEL DISPENSER FIN FINISH TOW TOWEL DISPENSER AND WASTE FIXT FIXTURE TEL TELEPHONE FLASH FLASHING TEMP TEMPERED FLR FLOOR TER TERRAllO FLUOR FLUORESCENT THK THICK FOC FACE OF CONCRETE THRES THRESHOLD FOF FACE OF FINISH TOC TOP OF CURB FTIC FURNISHED BY TENANT TOP TOP OF PLATE / INSTALLED BY TOS TOP OF STEEL CONTRACTOR TOW TOP OF WALL FTIT FURNISHED BY TENANT TP TOP OF PAVEMENT / INSTALLED BY TPD TOILET PAPER DISPENSER TENANT TPART TOILET PARTITION FOM FACE OF MASONRY TRD TREAD FOS FACE OF STUDS TV TELEVISION FPRP FIREPROOF TYP TYPICAL FRP FIBERGLASS REINFORCED PLASTIC UC UNDERCABINET FS FULL SIZE / FLOOR SINK UNF UNFINISHED FT FOOT / FEET LINO UNLESS NOTED OTHERWISE RES U B FTG FOOTING U R URINAL FURR FURRING Apr 10 2023 FLIT FUTURE VIF VERIFY IN FIELD ITYOFEDMOND D LOPMENT SER CE WNDW WINDOW EPAR N Z Z O O u U a w � O U W °a m w M W F- ° N o cli 4 �z u W N C) 1-0 Gscn W Q O O �0000 O`0 Q O O �: � Z m 0 Os 0 J Q Z O w Q00o� N2J LLJ Z Z N 00 0 u W O Q V a O 15705 REGISTERED ARCHITECT SAMUEL ELLIOT DAHL STATE OF WASHINGTON E O u O E o bA 00 � a>� ca (u L L.Li J � aV) W J zw Z W� N >00 00 G\ (N N Ln c') N a DRAWING NUMBER: A1.1 3-1/2' BOAR PT 2X 11.75' BOAR ECCQ CAP POST AREA OF WORK UNDER THIS PERMIT r/ I I 2'-0" j M I I Lo I I l 15'-3" LOWER FLOOR PLAN 1/4" = T-0" 16'-3" 11'-3" Entry 01 21' -11" Garage (D — — — — — — — — — — --- 6" 1 I I 0 I 5 A2.0 I I I in Q I I , — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- R'-11 A'_4" A'_4" 97'_R" 1 I I I I I AREA OF WORK I UNDER THIS PERMIT I a I I I I I I I I II l ARCH DECK SECTION @ POST 3/4" = T-0" MAIN FLOOR PLAN 1/4" = T-0" 3-1/2" HA BOARD F, PT 2X 10 11.75" HA BOARD F, APCI-I r)F(-V CF(-TIr)Wn RFOM 3/4" = T-0" (D (E) WALL (E) FLOOR JOISTS (E) WALL 4 a a 4 ARCH FOOTING DETAIL 3/411 = 1'-011 GENERAL FLOOR PLAN NOTES 1. EXISTING CONSTRUCTION TO REMAIN SHOWN HALF TONED. 2. NEW CONSTRUCTION SHOWN FULL TONE AND SHADED. 1.75"X7.25" CLEAR CEDAR TO COVER POST BASE COUNTER SINK SCREWS TO POST POST PER PLAN ABU-Z POST BASE COVERED BY PT 2X8 v r 2" 13/4'13/4" PT 2 X 5-1/2" POST CPT66Z POST BASE 1-3/4"X7-1/4" PT 22"x3" SDWS @ 12" O.C. PAINTED TO MATCH EXISTING. PLAN VIEW RESUB -Apr 10 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z Z 0 O u U � w O U v w U a �o m w U) co w � Q N o v u L.I.. N O Q O O 0�o Q Q 0 J O 3 a m Qo � < z0 O Q z DOJO Np J U LL O00w� a r^ V O 15705 REGISTERED ARCHITECT SAMUEL ELLIOT DAHL STATE OF WASHINGTON E O O E � bA go Q Q) L w v � J Q w W J u>l) Q > LLu Z w� > N r4 al N N vj M N a DRAWING NUMBER: A2,0 yROOF PLAN 16'-2" jk ROOF \16' - 2" MAIN F LOWER ol -oil jj ROOF PLAN 16'-2" � MAIN FLOOR PL \ �8' - 611 AREA OF WORK UNDER THIS PERMIT jj LOWER FLOOR 0' -oil NORTH ELEVATION 1/4" = 1'-0" EAST ELEVATION 1/4" = T-0" .A OF WORK DER THIS PERMIT RESUB z O a U (N W m W Q 0 M Q y u w N �� QOO � Op cn Z O V) �Q0 O mQo Q �ZO w O00OJJ Z Now W W u O Q V a O 15705 REGISTERED ARCHITECT SAMUEL ELLIOT DAHL STATE OF WASHINGTON E O u •� O E 0 aA rn� a� L(u =0 LL.i J = aJ) W J z z W� N >00 00 G\ (N N Ln c') N a DRAWING NUMBER: WEST ELEVATION 1/4" = T-0" Apr 10 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3.0 CRITERIA 19. WOOD FASTENERS 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SUbStI"IlCthlre/Pre pdrat 1011 SPECIFICATIONS, AND THE 2018 INTERNATIONAL BUILDING CODE. SIZE LENGTH DIAMETER Follow these guidelines for best deck installation: 2. DESIGN LOADING CRITERIA: 8d 2-1/2" 0.131" • As joists are installed, run string line frequently to ensure that the tops of the joists are in plane, as AZEK Decking RESIDENTIAL —ONE AND TWO-FAMILY DWELLINGS 16d 3-1/4" 0.131" will conform to the contour of the joists to which it is attached. It may be necessary to shim or plane joists due to size /I DECK LOAD 60 PSF 01 variations in lumber. Be sure to sort and exclude any extremely crowned joists/lumber material. _ , ROOF NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVENROOF DEAD LOAD 15 PSF FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. TOE -NAILS SHALL • Prior to installation, check to make sure all joists are level, structurally sound, and there are no nails or screws DEFLECTION CRITERIA BE DRIVEN AT AN ANGLE OF 30 DIGRESS WITH THE MEMBER AND STARTED 1/3 THE LENGTH protruding. LIVE LOAD DEFLECTION L/360 OF THE NAIL FROM THE MEMBER END. • Proper joist spacing is required for proper installation. Joist spacing should never exceed 16" on center (up to 24" on TOTAL LOAD DEFLECTION L/240 center for MAX boards). For a more rigid feel, 12" may be preferred. However, all angled or commercial installations ENVIRONMENTAL LOADS B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS SNOW 25 PSF UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. of decking require 12" on center maximum. WIND Kzt= 1.0, GCpi=0.18, 98 MPH, RISK CATEGORY II, EXPOSURE "B" INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION • Install solid wood blocking between each joist, placed in rows at maximum every 4' - 6' within the structure using EARTHQUAKE ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE exterior grade screws. Solid blocking will help reduce up or down movement and/or twisting of joists. Limiting joist LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG movement can help reduce excessive gapping and also ensure a more uniform finished surface of the AZEK Deck. SITE CLASS=D, Sds=1.0, Cs=0.154 SCREWS. • It is recommended to add additional framing, tighter joist spacing (6 to 8" maximum). Also, only use top -down SDC D, le=1.0 20. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: fastening in locations such as near glass, areas of high heat build or sunlight reflection. 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS • Reference the Deck Building Resource Center for more info: https://www,timbertech.com/resources/deck-bui[dinq FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THESE GENERAL NOTES AND MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH CONSTRUCTION MANUAL" AND THE AF&PA "NATIONAL DESIGN SPECIFICATION FOR DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. CONFORM TO IBC TABLE 2304.10.1. 16"BASIC INSTALLATION SUBSTRUCTURE 16" on center maximum joist spacing (up to 24" on center for MAX boards). (12" on center for commercial applications) PICTURE FRAME INSTALLATION SUBSTRUCTURE 16" on center maximum joist spacing (up to 24" on center for MAX boards) plus additional support for picture frame structure (12" on center for commercial applications) DIAGONAL INSTALLATION SUBSTRUCTURE 12" on center maximum joist spacing (up to 16" on center for MAX boards). More severe angles may require closer joist spacing. Additional diagrams can also be seen on https://www.timbertech.com/resources/deck-building/deck-joist-spacing/. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS 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 TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 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. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REQUEST ADDITIONAL INFORMATION. GEOTECHNICAL 9. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURES ARE\SSUMED BASED ON SOIL CONDITIONS CONSISTING OF SAND, SILTY SAND, OR CLAYEY SAND AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. 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 ADJACENIFINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. ALLOWABLE SOIL PRESSURE 1500 PSF CONCRETE 10. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH f'c = 2,500 PSI. 11. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60, FY=60,000 PSI. 12. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. ANCHORAGE 13. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2" WEDGE ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO VERIFY ANCHOR TYPE, DIMENSIONS, LOCATION, TIGHTENING TORQUE, HOLE DIMENSIONS, EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. WOOD 14. FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD, GRADING RULES FOR WEST COAST LUMBER NO. 17, OR WWPASTANDARD, WESTERN LUMBER GRADING RULES 2011. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JSTs-BMS (2X & 3X MEMBERS) HEM -FIR NO.2 MINIMUM BASE VALUE, Fb =850 PSI (4X MEMBERS) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI BEAMS (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI POSTS (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI (6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fc = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS-FIR-LARCH OR HEM -FIR NO. 2 15. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA-EWS CERTIFICATE OF CONFORMANCE. ALL BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv=265 PSI. 16. ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE. 17. PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPASTANDARD U1 TO THE USEATEGORY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA UC3B. 18. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TI E" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2021 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL RES U B BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "HU/HUCQ" SERIES JOIST HANGERS, UNO. Apr 10 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N Z Z O O U 11 w � O U U w U a m w Cl)'n W F— 0 N o Cli V U LU N o N w �o Q O O O 0000 O" Q O Z O 0 J Q CID 0O j Z 0 Q Z 00Oi� N Q w v w Q O0o Q V a V) O E O U O E � t)A O` @J a� � =0 LLi J aV) W J Zw Z W� N >00 00 Q` (N N N C') N a DRAWING NUMBER: S1.0 PT 2 X 5-1/2" POST CPT66Z POST BASE 1-3/4"X7-1/4" PT 22"x3" SDWS @ 12" O.C. PAINTED TO MATCH EXISTING PLAN VIEW POST & FOOTING DETAIL 3/4" = T-0" F- 3 TYP. S2.0 � L — 2'-6" X 2'-6" X 10" FTG W/ (3)#4 E.W. � Z FOOTING SIZE AND REIN. PER PLAN (E) FOUNDATION TO REMAIN FOUNDATION PLAN 1/4" = T-0" MAIN FLOOR FRAMING PLAN 1/4" = T-0" POST PER PLAN ABU-Z SIZED TO FIT OR CBS/CBSQ POST BASE OR 10" SQ PLINTH REINF W/ (4) #4 X L VERT & #3 X Ej @ 6" W/ (3)#31 N TOP 5" OF SLAB. (E) FOUNDATION TO REMAIN DTT2Z @ 48" O.C. 3-1/2" HARDIE BOARD FASCIA PT 2X 10 11-1/2" HARDIE BOARD FASCIA ECCQ POST CAP POST PER DETAI L 3/S2.0 n DECK SECTION 3/4" = T-0" Q- C, \S O 3 2'-6" X 2'-6" X 10" FTG W/ (3)#4 E.W. 3 TYP. S2.0 L — J (E) FOUNDATION TO REMAIN (E) 4" SLAB ON GRADE PREFAB DECK MOUNTED METAL RAILING PT 2X10 LEGDER W/ (2) ROWS SDWS X4" @ 8" O.C. TIMBERTECHAZEK 3-1/2" COMPOSITE DECKING N------- x m x ----- �x � x PT2X4FIRRING W/ 16d @ 12" O.C. HARDIE PLANK SOFFIT DECK JOISTSPER PLAN >[vl*1•*4la_1�14111111 LTT1Z @ 8'-0" O.C. MAX (STARTING AND ENDING AT FINAL JOIST) W/ 1/4 � LAG SCREW EMBEDDED 3" INTO TOP PLATE OS�Q3� 2'-6" X 2'-6" X 10" FTG W/ (3)#4 E.W. 3 TYP. S2.0 L--� Al (E) FOUNDATION TO REMAIN (E) WALL (E) FLOOR JOISTS (E) WALL ADD 2X7 SQUASH LEGEND: F J J INDICATES FOOTING INDICATES EXTENT OF FRAMING INDICATES FRAMING DIRECTION INDICATES SHEAR WALL PER Wx TYPICAL DETAIL INDICATES BEAM SPAN S- Q0, INDICATED POST SIZE AND b+bQ�O LOCATION ABOVE INDICATES HOLD DOWN PER TYPICAL HOLD DOWN DETAIL INDICATED STRAP HOLD DOWN PER TYPICAL STRAP HOLD DOWN DETAIL ] INDICATES STRUCTURAL HANGER STRUCTURAL PLAN NOTES 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. THE BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW GRADE. 3. PROVIDE CORNER BARS PER GENERAL STRUCTURAL NOTES AT ALL WALL AND FOOTING INTERSECTIONS. 4. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL HAVE CONTINUOUS FULL BEARING THROUGH FLOORS TO THE FOUNDATION. 5. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. (13).195" �z X 7-1/2" SDSW LAG SCREWS ATCORNER 2 2 N )RIM i (2)ROWS OF 6" CV CV SCREWS @ 12" O.C. FOR BALLANCE OF BEAM / 0 ML28Z ML28ZFARSIDE 01 RESUB �S�DECK BEAM DETAIL Apr 10 2023 �3/4�� = 1�-O�� CITY OF 1�_O�� CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT z Z O O U F— w O U W �a m w U) co w 1.- Q N o V) J Q u W O w O Q O O — o's Q O 0 V) Z O Q m V) 0 Ln J a Q Q ~ Ok O J z New � � ° wQ U O r ^ a U O V) 31728 cmm E O O E � bA O- Q LL Q) w v =; J Q w W J ul) Q > w Z > N > r4 00 O� N N 6 M N a DRAWING NUMBER: S2,0