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APPROVED ENG BLD BLD2024-1249+ARCHITECTURAL Plan+9.23.2024_7.22.32_AM+4516027PROJECT DATA: SCOPE OF DECK ADDITION WORK: BUILDING 2021 IRC CODE: PROJECT NUMBER: DESIGN ARK DESIGN TEAM: WWW.ARKDESIGNSERVICES.COM STRUCTURAL ENGINEER: CONTRACTOR GENERAL NOTES • THESE PLANS ARE BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION PROVIDED BY CLIENT AND TO THE BEST KNOWLEDGE OF ARK DESIGN TEAM. • WHILE EVERY EFFORT HAS BEEN MADE TO ENSURE ACCURACY AND COMPLETENESS, THEY MAY CONTAIN ERRORS, OMISSIONS, OR DISCREPANCIES. • THE PLANS ARE SUBJECT TO CHANGE, AND THE FINAL CONSTRUCTION DOCUMENTS MUST BE VERIFIED AND COORDINATED BY LICENSED PROFESSIONALS BEFORE CONSTRUCTION COMMENCES. • ACTUAL SITE CONDITIONS MAY VARY FROM THE INFORMATION SHOWN ON THE PLANS. THE ARK DESIGN IS NOT RESPONSIBLE FOR ANY DISCREPANCIES THAT ARISE DUE TO CHANGES IN SITE CONDITIONS, TERRAIN, UTILITY LOCATIONS, OR OTHER FACTORS DISCOVERED DURING CONSTRUCTION. • ARK DESIGN ASSUMES NO RESPONSIBILITY OR LIABILITY AS TO THE OF BOUNDARIES, CONTOURS, OR LOCATIONS OF THE SITE FEATURES. • UTILITIES SHOWN ON THIS SITE PLAN ARE BASED UPON ABOVE GROUND OBSERVATIONS AND ASBUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS PLAN MAY EXIST ON THIS SITE. • WHEREAS ARK DESIGN HAS EXERTED REASONABLE EFFORTS TO OBSERVE AND ADHERE TO THE PERTINENT BUILDING CODES AND REGULATIONS IT IS IMPERATIVE TO ACKNOWLEDGE THAT LOCAL BUILDING CODES, ZONING REGULATIONS, AND OTHER REQUIREMENTS ARE SUSCEPTIBLE TO MODIFICATIONS OR VARIED INTERPRETATIONS. AS SUCH, THE ONUS LIES WITH THE OWNER AND THE CONTRACTOR TO DILIGENTLY VERIFY AND SCRUPULOUSLY COMPLY WITH ALL PPLICABLE CODES AND REGULATIONS IN A LEGALLY BINDING MANNER. • THESE PLANS, DRAWINGS, AND ASSOCIATED DOCUMENTS ARE THE INTELLECTUAL PROPERTY OF ARK DESIGN AND SHALL NOT BE USED ON ANY OTHER JOB THAN FOR WHICH THEY WERE INTENDED. UNAUTHORIZED USE, REPRODUCTION, OR DISTRIBUTIO OF THESE MATERIALS IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN CONSENT. • ARK DESIGN SHALL NOT BE HELD LIABLE FOR ANY DAMAGES, LOSSES, OR COSTS ARISING FROM THE USE OR RELIANCE ON THESE PLANS, EITHER DIRECTLY OR INDIRECTLY. • THE CONTRACTOR SHALL EXAMINE THE SITE AND BECOME FAMILIAR WITH THE FEATURES OF THE SITE AND DRAWINGS PRIOR TO BEGINNING ANY WORK AND COMPLY WITH CODES AFTER THE WORK STARTS. • THE OWNER AND ANY PARTIES INVOLVED IN THE PROJECT ASSUME ALL RISKS ASSOCIATED WITH THE USE OF THESE PLANS. SHEET INDEX SHEET No. SHEET NAME A0.00 COVER A0.01 SITE PLAN A2.00 EXISTING/PROPOSED PLANS A2.01 DECK FRAMING PLAN / ELEVATIONS A2.02 SECTIONS/DETAILS A3.00 ELEV. PROPOSED 1 ARK DESIGN ENGINEERING DIVISION APPROVED AS NOTED MY W4a* <U 10/10/2024 VV APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work DECK ------------------------------------- -------------------------------------- Address 18201 76TH AVE W ------------- Owner BANNISTER Approved Date 09/27/2024 -------------------- Building ------------- Official . ---------------------------------- Permit Number BLD2024-1249 ------------------------------- ABBREVIATIONS A.F.F. ABOVE FINISHED FLOOR ADJ. ADJUSTABLE ALUM. ALUMINUM A.B. ANCHOR BOLT ANOD. ANODIZED APPROX. APPROXIMATELY ARCH. ARCHITECT BTWN. BETWEEN BLK. BLOCK, BLOCKING BD. BOARD BLDG. BUILDING CAB. CABINET CPT. CARPET C.B. CATCH BASIN C.T. CERAMIC TILE CLG. CEILING CL. CENTER LINE C.O. CLEANOUT CLR. CLEAR COL. COLUMN CONC. CONCRETE CMU. CONCRETE MASONRY UNIT CONT. CONTINUOUS C.J. CONTROL JOINT EA. EACH ELEC. ELECTRIC ELEV./EL. ELEVATION EQ. EQUAL EQUIP. EQUIPMENT EXIST./(E) EXISTING EXP. JT. EXPANSION JOINT EXT. EXTERIOR FT. FIN. FLR. F.D. FLUOR FTG. FNDN. GALV GA. G.C. GL. GYP. HDCP. HDW. HDWD HVAC DIET. DETAIL DIA. DIAMETER HT. DIM. DIMENSION H.P. DN. DOWN H.C. D.S. DOWN SPOUT H.M. DWG. DRAWING HORIZ H R. FEET FINISH FLOOR FLOOR DRAIN FLUORESCENT FOOTING FOUNDATION GALVANIZED GAUGE GENERAL CONTRACTOR GLASS GYPSUM HANDICAPPED HARDWARE HARDWOOD HEATING / VENTILATION AIR CONDITIONING HEIGHT HIGH POINT HOLLOW CORE HOLLOW METAL HORIZONTAL HOUR 18201 76th Ave W, Edmonds, WA 98026 IN. INCHES PT. PAINT U.L. UNDERWRITERS LABORATORY INCL. INCLUDING PLAS. PLASTER U.N.O. UNLESS NOTED OTHERWISE INFO. INFORMATION P.LAM. PLASTIC LAMINATE I.D. INSIDE DIMENSION PL. PLATE VENT. VENTILATION INSUL. INSULATION PLYWD. PLYWOOD VIER. VERIFY INT. INTERIOR PR. PAIR V.I.F. VERIFY IN FIELD VERT. VERTICAL JT. JOINT R RADIUS V.C.T. VINYL COMPOSITION TILE JST. JST. REC. RECOMMENDATION REINF. REINFORCED, REINFORCING W.P. WATER PROOF KDHM KNOCK DOWN HOLLOW METAL REQ'D. REQUIRED WWF WELDED WIRE FABRIC REV. REVISION W/ WITH LAM. LAMINATE R.D. ROOF DRAIN W/O WITHOUT LIN. LINEAR RM ROOM WD. WOOD L.P. LOW POINT R.O. ROUGH OPENING SEC. SECTION MFR. MANUFACTURER SIM. SIMILAR M.O. MASONRY OPENING SHT. SHEET MAT. MATERIAL S.C. SOLID CORE MAX. MAXIMUM SM SHEET METAL MECH. MECHANICAL SPECS. SPECIFICATIONS MIN. MINIMUM S.S. STAINLESS STEEL MISC. MISCELLANEOUS STD. STANDARD MTD. MOUNTED STL. STEEL STRUCT. STRUCTURAL (N) NEW NOM. NOMINAL N.I.C. NOT IN CONTRACT SQ. SQUARE NO. NUMBER SUSP. SUSPENDED THK. THICK, THICKNESS O.C. ON CENTER TYP. TYPICAL DISCLAIMER "ARK DESIGN SHALL NOT BE HELD LIABLE FOR ANY DIRECT, INDIRECT, INCIDENTAL, OR CONSEQUENTIAL DAMAGES ARISING FROM THE USE OF THE DESIGN SERVICES OR DOCUMENTS" NOTICE: TEAM R.Y DRAWING REVISION DESCRIPTION NO. PERMIT SET DATE 2024-08-23 RECEIVED Sep 23 2024 CITY OF EDMONDS COVER DEVELOPMENT SERVICES DEPARTMENT A0.00 BUILDING DRAFTING & DRAWINGS CHECKED 1. LEVEL 2 EXISTING A2.00 SCALE: 1/4" = 1'-0" c N 2. LEVEL 2 PROPOSED A2.00 SCALE: 1/4" = 1'-0" 1 ARK DESIGN BUILDING DRAFTING & DRAWINGS TRUE NORTH TRUE NORTH DISCLAIMER "ARK DESIGN SHALL NOT BE HELD LIABLE FOR ANY DIRECT, INDIRECT, INCIDENTAL, OR CONSEQUENTIAL DAMAGES ARISING FROM THE USE OF THE DESIGN SERVICES OR DOCUMENTS" 18201 76th Ave W, Edmonds, WA 98026 NOTICE: TEAM CHECKED R.Y DRAWING REVISION DESCRIPTION NO. PERMIT SET DATE 2024-08-23 RECEIVED Sep 23 2024 EXISTING/PROP0 ED PLANS DEVELOPMENT DE DEPARTMENTSERVICES A2.00 c LSi 4 1. LEVEL 2 DECK FRAMING PLAN A2.01 SCALE: 3/8" = V-0" 1 ARK DESIGN BUILDING DRAFTING & DRAWINGS TRUE NORTH HARDWARE & FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF ASTM A 653 TYPE G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. IRC R317.3.1 IBC 2304.10.5.1 2. SOUTH ELEVATION PROPOSED A2.01 SCALE: 1/8" = V-0" _ LEVEL 3 LEVEL 2 10'-01, LEVEL 1 &� U, - U" v 3. EAST ELEVATION PROPOSED A2.01 SCALE: 1/8" = V-0" DISCLAIMER "ARK DESIGN SHALL NOT BE HELD LIABLE FOR ANY DIRECT, INDIRECT, INCIDENTAL, OR CONSEQUENTIAL DAMAGES ARISING FROM THE USE OF THE DESIGN SERVICES OR DOCUMENTS" 18201 76th Ave W Edmonds, WA 98026 NOTICE: TEAM CHECKED R.Y DRAWING REVISION DESCRIPTION NO. PERMIT SET DATE 2024-08-23 LEVEL 3 19'-01, LEVEL 2 10'-01, LEVEL 1 0'-0" RECEIVED Sep 23 2024 DECK FRANUNGEDMONDS PLAN / EL&kfl6 "'s A2.01 DECKING PER SOLID BLOCKING ARCH. PC4Z POST CAP (OR I SIMILAR POSITIVE CONNECTION) POST DECK JOIST PER PLAN PER PLAN 10"x10" PLINTH BEAM PER OR 10"0 PLAN SONG —TUBE PBS44 POST BASE (OR SIMILAR) #3 STRIRRUPS ° ® 4" O.C. ° (2) #4 VERTICAL HOOKS FOONG PERTIPLAN W JCL i PER PLAN ---+ TYPICAL DECK POST RAIL POST PER ARCH. FASCIA BO/ PER ARCH. N TYPICAL DECK RAIL (PARALLEL JOIST) DTT2Z DECK TENSION TIE EACH POST 1 PROVIDE FLASHING ABOVE AND BELOW LEDGER BORAD. ; EXISTING FLOOR FRAMING (E) WALL PER PLAN COMPOSITE DECKING PER PLAN HANGER PER PLAN DTT1Z DECK TIE JOIST TO WALL PER PLAN. MIN EMBED OF LAG INTO WALL TO BE DEPTH OF (E) WALL FRAMING. DECK JOIST PER PLAN P.T. 2x10 LEDGER w/ (4) SDS X"0x4Y" WOOD SCREWS @ 24" O.0 (E) WALL PER PLAN 2> DECK LEDGER @ EXTERIOR WALL FRAMING RAIL POST PER ARCH. DECK JOIST I FASCIA BOP PER PLAN PER ARCH. DOUBLE SOLID BLOCKING EACH RAIL POST F47 1 HARDWARE & FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED 1 1 WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF 1 MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF ASTM A 653 TYPE G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. 1 IRC R317.3.1 IBC 2304.10.5.1 1 DTT2Z DECK TENSION TTE EACH POST DECK JOIST PER PLAN BEAM PER PLAN TYPICAL DECK RAIL (PERPENDICULAR JOIST) 1 1 GUARDS SHALL NOT HAVE AN OPENING FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE IN ACCORDANCE WITH 2O21 IRC R312.1.3. 1 STRUCTURAL NOTES CODE: PRESSURE TREATED WOOD: DESIGN IS IN ACCORDANCE WITH THE 2021 INTERNAl10NAL BUILDING CODE ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, EARTH, OR EXPOSED TO (I.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. WEATHER SHALL BE PRESERVATIVE TREATED WOOD IN ACCORDANCE WITH AWPA U1 AND M4 STANDARDS. LIVE LOADS: DECK......................................................60 PSF MISCELLANEOUS HARDWARE: ALL MISCELLANEOUS HANGERS AND HARDWARE TO BE SIMPSON OR APPROVED DEAD LOADS: EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS AND DECK......................................................15 PSF ALL NAIL HOLES FILLED. ALL NAILS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE BE HOT DIPPED GALVANIZED PER ASTM STANDARD 153 AND I.B.C. SECTION 2304.9.5. ALL METAL CONNECTORS IN CONTACT WITH PRESSURE LATERAL: TREATED WOOD SHALL BE ZMAX (HDG PER ASTM A653, CLASS G-185) OR WIND ....................................................... BASIC WIND SPEED,110 MPH EQUAL. ASCE 7-16 Ch. 26-27) EXPOSURE CATEGORY, B DIRECTIONAL PROCEDURE) KZt= 1.67 GLUED —LAMINATED TIMBERS: LAMINATED TIMBERS SHALL BE DOUGLAS—FIR/LARCH KILN DRIED STRESS SEISMIC...................................................SS = 130.7 GRADED COMBINATION 24F—V4 (Fb = 2400 PSI, Fv = 109 PSI) FOR SIMPLE ASCE 7-16 Ch. 12.14) SDS = 104.6 SPANS AND 24F—V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. SIMPLIFIED METHOD) SEISMIC DESIGN CATEGORY, D CERTIFICATE OF PERFORMANCE REQUIRED. COLUMNS SHALL CONFORM TO TO SITE CLASS, D A.I.T.C. STANDARDS 117. SITE COEFFICIENT, Fa =1.2 STRUCTURAL TIMBERS: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN FOUNDATIONS: LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS ASSUMED BEARING CAPACITY OF 1500PSF. ALL EXTERIOR FOOTINGS SHALL BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE EXTEND A MINIMUM OF 1'-6" BELOW ADJACENT EXTERIOR FINISHED GRADE. PRESSURE TREATED. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: CAST —IN —PLACE —CONCRETE: FRAMING GRADES: F'c = 3000 PSI @ 28 DAYS. MINIMUM 5Y SACKS OF CEMENT PER CUBIC YARD 2x ROOF RAFTERS DOUG—FIR/LARCH #2....... Fb=90OPSI OF CONCRETE AND A MAXIMUM OF 6% GALLONS OF WATER PER 94# SACK OF 2x FLOOR/DECK JOIST DOUG—FIR/ARCH #2....... Fb=90OPSI CEMENT. F'C = 3000 PSI IS USED FOR EXPOSURE PURPOSES ONLY. MAXIMUM 4x BEAMS DOUG—FIR/ARCH #2....... Fb=90OPSI SIZED AGGREGATE IS 1" MAXIMUM SLUMP IS 4". ALL PHASES OF WORK 6x BEAMS DOUG—FIR/LARCH #1....... Fb=1350PSI PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE 4x COLUMNS DOUG—FIR/LARCH #1....... Fb=1000PSI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCED 6x COLUMNS DOUG—FIR/LARCH #1....... Fb=120OPSI STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN 2x STUDS HEM —FIR ........................... Fb=675PSI POSITION PRIOR T POURING CONCRETE. ANCHOR BOLTS FOR SILL PLATES TO LSL LSL 1.55E......................... Fb=2325PSI FOUNDATION WALLS SHALL BE A MINIMUM OF WO WITH A MINIMUM OF 7" LVL LVL 2.OE.......................... Fb=2600PSI EMBEDMENT INTO CONCRETE AND A MAXIMUM SPACING OF 48" O.C. MINIMUM PSL PSL 2.2E...........................Fb=2900PSI OF 2 BOLTS PER SILL PLATE. ONE BOLT TO BE PLACED WITHIN 12" OF EACH GLB GLU—LAM (24F—V4).......... Fb=2400PSI END OF THE SILL PLATE. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM GRADE 60. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS. CORNER BARS (2'-0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH..............................3" CONCRETE EXPOSED TO EARTH OR WEATHER #6 THRU #18 BARS.........................................2" #5 BAR AND SMALLER....................................1Y2 CONCRETE NOT EXPOSED TO EARTH OR WEATHER #11 BAR AND SMALLER ..................................... SLAB ON GRADE (FROM THE SURFACE)....................1Y2 .N o v O� ' N 'cJ O �u 0 L 0 �\ ■ _ K1 W T v , >✓ ^, W y N E � 00 W © Copyright 2024 The drawings and documents on this sheet shall remain the property of Stoney Point Eng. The use of these drawings are limited to the construction for: Bannister Deck Addition Any use or reuse of these drawings without permission is prohibited. Issued Date Permit Plans 8/06/2 24-033 ep 3 202, ITY EDMONDS DE LOP ENT SERVI( DE RTMENT STRUCTURAL DETAILS