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APPROVED PLN RESUB1 BLD2024-0627+SITE & Architectural_Plan+6.8.2024_3.19.20_PM+4309846ABBREVIATIONS @ AT FBOIC FURNISHED BY OWNER PASS. PASSENGER q CENTERLINE INSTALLED BY CONTRACTOR P.B. PANIC BAR R PROPERTY LINE FBOIO FURNISHED BY OWNER P.BD. PARTICLE BOARD D PENNY INSTALLED BY OWNER P.C. PRECAST CONCRETE l PERPENDICULAR FCB FIBER CEMENT BOARD PERF. PERFORATE(D) # POUND OR NUMBER F.D. FLOOR DRAIN PERT. PERIMETER 0 DIAMETER FDN FOUNDATION PL PLATE SQUARE FEET F.E. FIRE EXTINGUISHER P.L. PROPERTY LINE F.E.C. FIRE EXTINGUISHER CABINET RLAM PLASTIC LAMINATE A.B. ANCHOR BOLT F.F. FACTORY FINISH PLAS. PLASTER A/C AIR CONDITIONING FIN FINISH(ED) PLYWD PLYWOOD ACC. ACCESSIBLE FLR('G) FLOOR(ING) PNL PANEL ACOUS. ACOUSTICAL FLSH'G FLASHING P.O. PURCHASE ORDER ACT ACOUSTIC TILE FLUOR. FLUORESCENT PR. PAIR A.D. AREA DRAIN F.O.S. FACE OF STUDS P.S.F. POUNDS PER SQ. FOOT ADD. ADDENDUM F.O.C. FACE OF CONCRETE P.S.I. POUNDS PER SQ. INCH ADJ ADJACENT F.O.F. FACE OF FINISH PT POINT ADJUS ADJUSTABLE F.O.B. FACE OF BRICK P.T. PRESSURE TREATED AFF ABOVE FINISH FLOOR F.O.M. FACE OF MASONRY PD. PLANTER DRAIN AGGR. AGGREGATE FP. FIREPROOF PTN. PARTITION ALT ALTERNATE FT FOOT, FEET PVMT PAVEMENT AL., ALUM ALUMINUM FTG FOOTING P.T.D. PAPER TOWEL DISPENSER ANOD ANODIZED F.T.V. FIXED SECURITY TELEVISION APPROX. APPROXIMATE FURR FURRED, FURRING Q.T. QUARRY TILE ARCH ARCHITECT FUT. FUTURE ARCH'L ARCHITECTURAL F.R.G. FIBERGLASS REINF. GYPSUM (R) REUSED, RELOCATED ASPH ASPHALT FV FIELD VERIFY R. RISER AN AUDIONISUAL F.W.C. FABRIC WALLCOVERING R.A. RETURN AIR RAID. RADIUS BRD, BD BOARD GA. GAGE R.T. RESILIENT TILE BTWN BETWEEN GALV. GALVANIZED R.D. ROOF DRAIN BLDG BUILDING G.B. GRAB BAR REF. REFERENCE BLK. BLOCK GEN. GENERAL REFL. REFLECTED BLKG BLOCKING GL. GLASS, GLAZING REFR. REFRIGERATOR BM BEAM GND. GROUND REG. REGISTER B.M. BENCH MARK GR. GRADE, GRADING REINF. REINFORCING BOT BOTTOM GWB GYPSUM WALL BOARD REQ'D. REQUIRED BRIG BEARING GYP. GYPSUM REV REVISION BRZ BRONZE GFRC. GLASS FIBER REINF. CONC. R.H. RIGHT HAND BSMT BASEMENT RM ROOM B.U.R. BUILT UP ROOF H.B. HOSE BIBB RO ROUGH OPENING H.C. HOLLOW CORE R.O.W. RIGHT OF WAY CAB. CABINET HD. HEAD RCP REFLECTED CLNG PLAN C.B. CATCH BASIN HDBD. HARDBOARD CMNT CEMENT HDR HEADER SAM SELF ADHERED MEMBRANE CER. CERAMIC HDWD HARDWOOD S. SOUTH C.G. CORNER GUARD HDWR HARDWARE S.C. SOLID CORE CHAMF. CHAMFER HM HOLLOW METAL S.C.D SEE CIVIL DRAWINGS C.I. CAST IRON HORIZ HORIZONTAL SCHUL SCHEDULE C.I.P. CAST-IN-PLACE(CONCRETE) HR HOUR S.D. STORM DRAIN CIRC. CIRCLE HT HEIGHT SLNT SEALANT C.JT. CONTROL JOINT HTG HEATING SECT. SECTION CLG, CLNG CEILING HVAC HEATINGNENTILATING/ SF SQUARE FEET CLR CLEAR(ANCE) AIR CONDITIONING SH. SHELF CMU CONCRETE MASONRY UNIT HW HOT WATER HEATER SHT. SHEET CNTR COUNTER SHTG SHEATHING C.O. CLEAN OUT I.D. INSIDE DIAMETER SIM SIMILAR COL COLUMN INCL. INCLUDING SL. SLOPE CONC CONCRETE INSUL INSULATION S.L.D SEE LANDSCAPE DRAWINGS CONN. CONNECTION INT INTERIOR SP STAND PIPE CONST. CONSTRUCTION INV. INVERT SPEC SPECIFICATION CONT CONTINUOUS SQ SQUARE CONTR. CONTRACTOR JAN. JANITOR S.S. SERVICE SINK CORR. CORRIDOR JST JOIST S.S.D SEE STRUCTURAL DRAWINGS CPT CARPET JT JOINT S.STL STAINLESS STEEL CRS. COURSING STD. STANDARD CSMT CASEMENT KIT. KITCHEN STL STEEL C.T. CERAMIC TILE KO. KNOCKOUT STOR. STORAGE CTR. CENTER KPL. KICKPLATE STRUCT'L STRUCTURAL CSK. COUNTER SINK SUSP. SUSPENDED CU FT CUBIC FOOT LAM. LAMINATE(D) CU YD CUBIC YARD LAV. LAVATORY T. TREAD L.H. LEFT HAND T.B. TOWEL BAR D/B DESIGN BUILD L. LENGTH, LONG TEL. TELEPHONE DEMO DEMOLITION L.L. LIVE LOAD TEMP TEMPERED DBL DOUBLE LT. LIGHT TERR. TERRAllO D.L. DEAD LOAD LTL. LINTEL TEX. TEXTURE(D) DETL DETAIL LVR. LOUVER T&G TONGUE AND GROOVE D.F. DRINKING FOUNTAIN THK THICK(NESS) D.H. DOUBLE HUNG MARB. MARBLE THRESH. THRESHOLD DIAG DIAGONAL MAS. MASONRY T.JT. TOOLED JOINT DIAM. DIAMETER MAX MAXIMUM TKBD. TACKBOARD DIM DIMENSION M.C. MEDICINE CABINET T.O.B. TOP OF BRICK DIV. DIVISION MECH('L) MECHANIC(AL) TV TELEVISION DN DOWN MED. MEDIUM TYP TYPICAL DP. DAMPPROOFING MEMB. MEMBRANE T.O.C. TOP OF CONCRETE DPR. DISPENSER MEZZ. MEZZANINE T.O.S. TOP OF STL. DR DOOR MFR. MANUFACTURE(R) DS DOWNSPOUT M.F.B. MINERAL FIBER BD. UNFIN. UNFINISHED D.T. DRAIN TILE MH. MANHOLE LON UNLESS OTHERWISE NOTED DWG DRAWING MIN MINIMUM DWR. DRAWER MISC MISCELLANEOUS VAR. VARNISH MTD MOUNTED VCT VINYL COMPOSITION TILE E. EAST MTL METAL VIF VERIFY IN FIELD EA EACH MULL MULLION VNR. VENEER E.I.F.S. EXTERIOR INSULATED VRFY VERIFY FINISH SYSTEM (N) NEW VERT. VERTICAL E.JT. EXPANSION JOINT N. NORTH VEST. VESTIBULE ELEV ELEVATION N.I.C. NOT IN CONTRACT V.G. VISION GRILLE ELEC('L) ELECTRIC(AL) NO. NUMBER V.W.C. VINYL WALL COVERING ELEV. ELEVATOR NOM. NOMINAL ENCL. ENCLOSE(URE) N.T.S. NOT TO SCALE W. WEST, WIDE ENG ENGINEER w/ WITH EQ EQUAL O.A. OVERALL WAB WATERIAIR BARRIER EQUIP EQUIPMENT OC ON CENTER W.C. WATER CLOSET ESC. ESCALATOR O.D. OUTSIDE DIAMETER WD WOOD EST. ESTIMATE O.F.R.D. OVERFLOW ROOF DRAIN W.H. WATER HEATER EXCAV. EXCAVATE OH. OVERHEAD W/O WITHOUT EXH. EXHAUST OPNG OPENING WP('G) WATERPROOF(ING) (E), EXIST EXISTING OPP OPPOSITE WRB WATER RESISTANT BARRIER EXP. EXPANSION O.T.S. OPEN TO STRUCTURE WSCT. WAINSCOT EXT EXTERIOR WT. WEIGHT W.W.F. WELDED WIRE FABRIC VICINITY MAP r EXISTING FOURPLEX EDMONDS MULTIFAMILY DECKS 23615 79TH AVE W, EDMONDS, WA 98026 PERMIT SET BUILDING CODE INFORMATION 1. THIS TENANT IMPROVEMENT IS DESIGNED IN COMPLIANCE WITH THE FOLLOWING CODES AND REGULATIONS: 2021 INTERNATIONAL BUILDING CODE (IBC) 2021 INTERNATIONAL RESIDNETIAL CODE (IRC) 2021 WASHINGTON STATE RESIDENTIAL ENERGY CODE - (WSEC-R) 2021 INTERNATIONAL FIRE CODE (IFC) 2021 INTERNATIONAL MECHANICAL CODE (IMC) 2020 NATIONAL ELECTRICAL CODE 2021 WASHINGTON STATE PLUMBING CODE 2017 ACCESSIBLE & USABLE BUILDINGS & FACILITIES (ICC/ANSI A117.1) WAC 51-50 WA STATE AMENDMENTS (IBC) WAC 51.50.1100 WA STATE REGULATIONS FOR BARRIER -FREE FACILITIES WAC 51.51 WA STATE AMENDMENTS (IRC) WAC 51.52 WA STATE AMENDMENTS (IMC) WAC 51.54 WA STATE AMENDMENTS (IFC) WAC 51.56-51.57 WA STATE PLUMBING CODE & STANDARDS WAC 51.11 WA STATE ENERGY CODE (WSEC) WAC 51.12 WA STATE VENTILATION & INDOOR AIR QUALITY CODE WAC 296.46B ELECTRICAL SAFETY STANDARDS, ADMINISTRATION AND INSTALLATION ��e1�►1�:L1�:1111��]I►[Hr]x.Yil:�l��[�7► A. CONSTRUCTION TYPE: TO REMAIN B. OCCUPANCY TYPE: TO REMAIN C. FIRE PROTECTION: TO REMAIN D. EXISTING BUILDING CONSTRUCTION TYPE: TO REMAIN E. SEISMIC ZONE: D F. BUILDING HEIGHT: TO REMAIN SYMBOL LEGEND COLUMN GRID LINE 0 DETAIL BUG 1 of DETAIL NUMBER 10 SHEET NUMBER BUILDING SECTION/ 1 Ref SECTION DESIGNATION ELEVATION 101 SHEET NUMBER WALL SECTION 1 Ref SECTION DESIGNATION 101 SHEET NUMBER DATUM SCOPE OF WORK DIAGRAM 0 SITE PLAN AO.1 J 1 " = 20'-0" ADDITIONAL ENGERY CREDIT INFORMATION 3. WSEC IS NOT APPLICABLE IN THIS PROJECT SEE TITLE BLOCK FOR REVISION CLOUD REVISION. MOST RECENT REVISIONS SHOWN CLOUDED. REVISION NUMBER Nv PROJECT NORTH NORTH ARROW TRUE NORTH 1 — DRAWING NUMBER INTERIOR ELEVATION REFERENCE 1 A8.1 1 SHEET NUMBER 1 DRAWING NUMBER 3D VIEW REFERENCE A10 SHEET NUMBER EROSION HAZARD AREA PER PLANNING (HATCHED) PROPOSED REPLACED DECK LOCTION (RED DASHED) LOT LINE DIMENSION FROM PREVIOUS PERMIT # PLN197700001-4016 EXISTING BUILDING (GREY, NIC) WINDOW NUMBER 1 i WALL/ PARTITION TYPE FA3 1 MATCH LINE 1 / A1.1-- VIEW REFERENCE DECK 1 FOR UNIT 1 &2 05/08/2024 PROJECT INFORMATION TOTAL EXISTING FLOOR AREA: 3,230 SF TOTAL NEW FLOOR AREA: 0 SF TOTAL NEW DECK AREA: 0 SF NEW DECK. KEEP EXISTING DECK FOOTPRINT AND DESIGN DECK 1: 100SF DECK 2: 130SF DESCRIPTION: NO SCOPE OF WORK ON EXISTING BUILDING. REBUILD EXISTING DAMAGED ENTRY DECKS WITH EXACT SAME FOOTPRINT, DIMENSION AND DESIGN. LEGAL DESCRIPTION PARCEL NUMBER: 00424400000200 LEGAL DESCRIPTION: WILLOWBROOK DIV NO 1 BLK 000-D00 - LOT 2 TGW THAT PTN LOT 3 DAF - BEG NE COR SDLOT 3 TH N70*49 46W ALG N LN SD LOT 3 FOR 59.02FT TH S01*29 40W 19.17FT TH S84*37 53E 39.46FT TH S05*22 07W 4.40FT TH S84*37 53E 17.31 FT TO INT E LN SDLOT 3 TH N00*51 07E ALG SD E LN 9.47FT TPB SUBJ ESE PUD & GEN TEL GENERAL NOTES 1. DO NOT SCALE DRAWINGS. 2. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT ALL WORK COMPLY w/ THE STATE OF LOCAL BUILDING CODE, THE LOCAL ENERGY CODE & OTHER APPLICABLE CODES, RULES & REGULATIONS OF JURISDICTIONS HAVING AUTHORITY. 3. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPENCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER PROVIDED INFORMATION, SITE CONDITIONS, MANUFACTURER RECOMMENDATIONS, OR CODE REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY 4. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CONTRACT DOCUMENTS, OWNER PROVIDED INFORMATION AND SITE CONDITIONS, INCLUDING TAKING FIELD MEASUREMENTS AS NECCESSARY. 5. THE CONTRACTOR SHALL PAY AND SECURE & ALL GOVERNMENTAL PERMITS, FEES, LICENSES, AND INSPECTION NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK EXCEPT FOR THE GENERAL BUILDING PERMIT. 6. ALL DIMENSIONS ARE TO FACE OF FINISH, UNLESS OTHERWISE NOTED. CONTACT ARCHITECT FOR CLARIFICATIONS IF NEEDED. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. DECK 2 FOR UNIT 3&4 ---------------------- OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE Hardware and fasteners in contact with 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. DRAWING INDEX ARCHITECTURAL 1 C E P OJ CT F R T A0.2 TEMPORARY EROSION CONTROL MEASURES 1 A2.0 ELEVATIONS & DETAILS APPROVED BY PLANNING Jun 17 2024 Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. Zone CG Corner Flag Setbacks: Required Actual Front 10, no rhangP Sides 0f no r-hangP 15' no Rear change Other 75' no Height change Like for like replacement. PROJECT DIRECTORY Owner: 23615 79 W LLC 23615 79TH AVE W EDMONDS, WA 98026 Design Architect: General Contractor: Ni 1 ARCHITECTS N _4-_ C..) N J_ A.— w Cl) Z 00 i O O J Q :E-rn c M U �O U c6 � Y Q c�2 Y U 0 U ca c 0 U a� c a) c� 21026910 REGISTERED � ARC TECT YIN LU TE OF WASHINGTON RESUB Jun 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Yining Architects 13434110th PL NE J o Kirkland, WA 98034 LU M w P 401.837.9330 rn Q Q 3: = U5 Contact: Yin Lu i C u7 O O N w c,4 TBD N ca Streetcc N 0 Seattle, WA 981 0 0 P 206. F 206. City Of Edmonds Building Department I r ------------ Work DECKS --- ---------------- - ----- Address 23615 79TH AVE W --- Owner BALLINGER PARK TOWNHOME APTS L F_ Approved Date 6/10/2024 -- Building Official ------------------------------------ Permit Number' BLD2024-0627 preservative -treated wood shall be of ■ hot -dipped zinc galvanized steel, ENGINEERING DIVISION I stainless steel, silicon bronze or copper. ■ In the absence of manufacturer's APPROVED AS NOTED I recommendations a minimum of ASTM A 653 �¢VV U/ 06/11/2024 ■ type G185 zinc -coated galvanized steel, or ✓in.e:�e equivalent, shall be used. ■ IRC R317.3.1 IBC 2304.10.5.1 ■ APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE U) Cn M U W O 0 in w LO Co w 4 C) Q Q O � o Z LL = `" 6 w O II— co 0') 04 0 o cn U J LO W U LO 0 H Cn O 0 a3 o a W ch Q ca o w a COVER, PROJECT INFORMATION AOO 1 2" x 2" WOOD/STEEL CONTOUR LINE FILTER FABRIC SECURED _ � (TYP) TO 2" x 2" 14 GA \o' ANGLE TERMINAL WIRE FABRIC EQUAL Q ��F, END UPHILL 24" TO 48" O �JP �±� TO PREVENT FLOW AV/ AROUND WATTLE (TYP) CV 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, WIRE MESH FENCE TO SUPPORT FILTER of FABRIC (V co \— BURY BOTTOM OF FILTER N MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE FILTRATION SYSTEMS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-900 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. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-902 \<q'of ` WATTLE \� o' . �O�1 TRENCH, SEE NOTE 2 2" MIN - a i STAGGER �,�� G• o' 5" MAX OVERLAPS �QP O Z (TYP) �6 2"x2"x24" UN —TREATED cV • �� WOODEN STAKE (TYP) PLAN VIEW AREA AVAILABLE FOR SEDIMENT TRAPPING (TYP) SPACING VARIES SEE WATTLE SPACING TABLE (TYP) WATTLE (TYP) SEE DETAIL SECTION A —A W WATTLE INSTALLATION ON SLOPES NOTES: 2"x2"x24" UN —TREATED WOODEN STAKE (TYP) 3" MIN 4" MAX 8" DIAMETER MIN WATTLE DETAIL 8" DIAMETER SPACING WATTLE TABLE SLOPE MAXIMUM SPACING 1H:1V 10'-0" 2H:1 V 20'-0" 3H:1 V 30'-0" 4H:1V 40'- 0" >4H:1V ONE RUN ONLY 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. `St. 18y- REVISION DATE CITY OF EDMONDS JANUARY 2018 WATTLE INSTALLATION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R - 9 03 1 ARCHITECTS W co Z 0 00 M (L CD co J Q o 3: M 6- C 1 co cq � cu V Y CD C6 co O 21026910 REGI TER T � ARC ITECT YIN LU TE OF WASHINGTON 0 U cu c O U N s= aD cD RESUB Jun 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT co N 0 rn LLJ Q Q � 2 Cn rn C) � Z Ln O co q M 0 CV W CV N O CB co r) O V J / U) � U LLI O 0 � o w L o zo- M U) W Q Q 0 No oo W 0 cfl p o CD U)� � J rn H CD .o -2 d' ET w W co co Q CV w TEMPORARY EROSION CONTROL MEASURES FLOOR PLAN GENERAL NOTES 2 A2.0 44 POST WITH 12X12 CONCRETE FOOTING, TYP, U.O.N. TRIBUTARY AREA 26 SF 44 POST WITH 16X16 CONCRETE FOOTING (E) 7.5"x3.5" POST TO REMAIN, V.I.F. W 2X6 FRAME AROUND RAILING, TYP (E) 3.5"x5.5" POE TO REMAIN, V.I. 5 A2.0 1. DOUGLAS FIR #2 OR SIMILAR MATERIAL FOR FRAMING 2. ALL WOOD MUST BE PRESSURE -TREATED OR NATURALLY RESISTANT TO DECAY. 3. ALL TREAT CUTS, HOLES, AND NOTCHES WITH END -CUT SOLUTION. 4. FASTENERS, HANGERS, NAILS, ETC., MUST BE STAINLESS STEEL, HOT - DIPPED GALVANIZED, OR AS SPECIFICALLY 5. REQUIRED FOR THE SPECIFIED WOOD PRESERVATIVE USED. THE COATING WEIGHTS FOR ZINC -COATED 6. FASTENERS TO BE IN ACCORDANCE WITH ASTM A 153. 7. USE TREK DECK FINISH OR SIMILAR ANTI -SLIP PRODUCT 1 ARCHITECTS U _• W M i Z co L M CD co J Q Q co M i 7 c _ coU cu V Y (U6 C Q �2 Y U 0 U CB i C O U aD aD (D 21026910 REGI TER T � ARC ITECT YIN LU TE OF WASHINGTON RESUB Jun 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J N J o rn w Q Q � ui C) Lf7 rn Cfl Ln O OCV co CN w N N O CB co C) O i N E Z V J / U) C W O 0 � o w L o zo- M W Q Q O No Z L.L oo W 0 cfl o = o U)p � J � rn 5 O H Q .o -2 d' o W � co Q CV cv W FLOOR PLANS - DECK FLOOR PLAN - DECK 1 3/4" = 1'-0" FLOOR PLAN - DECK 2 3/4" = 1'-0" Al ml BUILD ON SITE HANDRAIL AND (E) COLUMN (E) COLUMN GUARDRAIL OR USE 12 Sim TO REMAIN TO REMAIN MANUFACTURED PRODUCTS TYP. T ARCHITECTS 10 A2.0 i (E) HOUSE (E) HOUSE `" -A-- U W Z U 0 0 EL ch 13 lE U60 _ Y 2 p ¢� CONCRETE LANDING v c:t 1 I L� - J 1 v �,._____ � 21026910 REGI TERED AR ITECT _, _ _ l� •b�•:"°_l; • -�.� - • - - - •� • - = � - - ' - I.- -, °=1 , ' - • - -. - - • -. - - - ,I•.- .1; - - - - - I I - I s - I . •• r_ �_ �( •- 'a I-": .- r-- J L-. ri.:- -•J r �'•,', :�_a_�, .- L= --� _ ._ L� _ L- 1�-J L,_J.' YINLU 1•�„' - TE OF WASHINGTON S UA E" •S UA E 1 DECK 1 - SIDE ELEVATION JOIST WITH DROPPED BEA 1 2 DECK 1 - SECTION JOIST WITH DROPPED BEAM 3 DECK 1 - FRONT E L EVAT I O JOIST WITH DROPPED BEA 1 A2.0 3/8" = 1'-0" A2.0 3/8" = 1'-0" A2.0 3/8" = 1'-0" 0 U C� L 0 U L (E) COLUMN cD BUILD ON SITE HANDRAIL AND TO REMAIN GUARDRAIL OR USE MANUFACTURED PRODUCTS TYP. 12 2.0 10 1 A2.0 I _ I _ _ (E) HOUSE (E) HOUSE I _ I j °o °o CONCRETE LANDING `°o 2.0 ° = _ I I 0 0 JEL_TYP ! io 3'70 a°J �.—:� 1 TYP ; 10" 10" / s6pilE 4 DECK 2 - SIDE ELEVATION JOIST WITH FLUSH BEAM Q 5 DECK 2 -SECTION JOIST WITH FLUSH BEAM 0 6 DECK 2 -FRONT ELEVATION JOIST WITH FLUSH BEAM A2.0 3/8" = 1'-0" A2.0 3/8" = 1'-0" A2.0 3/8" = 1'-0" RESUB Jun 10 2024 TYPICAL DETAILS CITYMONDS DEVELOPMENT SERVICES DEPARTEPART MENT SIMPSON STRONG -TIE EPB 4X 4 WOOD TO CONCRETE BASE INSTALLED PER MANUF. REQUIREMENT M 2 3/4" J EXISTING WALL, FLOOR LEDGER FLASHING NOT IN SCOPE (GREY) TREK DECK FINISH 2X8 DECK JOIST (2) #4 EACH WAY, 3" CLEAR TO BOTTOM OF 1 /2" HURRICAN CLIP TOP OF JOIST FLUSH co W rn Q 3:� Q FOOTING WITH TOP OF BEAM v5- (2) ROWS LAG SCREW LEDGER LAG SCREW FOOTING TO BEAR ON UNDISTURBED EARTH rn Z DECK JOIST 2X8 N —------Q------ — --� °° a •°a. I;h - °, "_; a : = JOIST HANGER M M o O C11 c'4 W LEDGER 2X8 I ° BEAM ------------- "^" �. 8D WOOD SCREW M SIMPSON JOIST HANGER - - - _d -° °• ` JOIST N a, o �2„ 16" O.C. 2" _ :;° ;- ,_ °_ :�a, .. a_. _. •- ° o , , a • a' _ ^ JOIST W DROPPED BEAM JOIST W FLUSH BEAM ;_ ° d a — OR PURCHASE MANUFACTURED HANDRAIL 7 LEDGER AND EXISTING HOUSE CONNECTION - TYP 8 LEDGER BOARD SCREW PATTERN - TYP 9 FOOTING - TYP 10 HANDRAIL SECTION - TYP 1 JOIST AND BEAM CONNECTION 0 U) A2.0 1 1/2" = 1'-O" A2.0 1 1/2" = 1'-O" A2.0 1 1/2" = 1'-0" A2.0 3" = 1'-0" 2X8 DECK JOIST E POST AT CENTER OF BEAM JOINT (D of EL 6-10" AA RAILING ATTACHED W GUARD POST CORROSION RESISTANT METAL � 4X4 POST WITH (3) #12 BY 3" LONG SCREW /- COLUMN CAP. E MIN. 1800#TENSION DEVICE _--- ". FOLLOW MANUFACTURER z ° 0 0 ° ° ° ° \ \ `�" INSTALLATION INSTRUCTION 2X8 JOIST AND RIM \\ \\ 0 0 .. 0 0 O 0 _i'"� 5/8" O.D. GALVANIZED B L \ \ 0 0 0 0 U) � C/) WASHER, TYP. NO MORE THAN 4" DIA OPENING 0 4X8 DECK BEAM U z W 0 ,- 0 0 SECTION A —A ,_ ATTACHED BALUSTER AT TOP AND 2X4 KNEE BRACE FACE NAILED ON J � Co BOTTOM WITH (1) #8 WOOD SCREW EACH SIDE OF POST AND BEAM WITH — W cl w _.---" 4-16D NAILS AT EACH FACE AND > o 0 QCR B-B 2X4 TOP AND BOTTOM ATTACHED TO CONNECTION, TYP. Z L.L = No N GUARD POST WITH (2) 8d THREADED O �-- � C.0o L0 2X8 FRAMEL_:L —T NAILS J Lo 0 o � =17 4X4 GUARD POST, NO NOTCH! co.•, Q � w W F— F— a �° �° 1`00A THROUGH BOLT AND WASHER � I ELEVATIONS & DETAILS 0 0 0 0 x0 1 GUARDRAIL CONNECTION - TYP SECTION B-B 12 GUARDRAIL - TYP 13 KNEE BRACE - DECK 1 A2.0 1 1/2" = 1'-0" A2.0 1" = 1'-01, A2.0 1" = 1'-0"