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APPROVED BLD-RESUB 1-BLD2022-1233+Architectural_Plan+12.15.2022_3.56.12_PM+3272034ABBREVIATIONS PROJECT DATA DIRECTORY DRAWING INDEX @ AT FRP FIBERGLASS REINFORCED PANEL PTN PARTITION 0 DIAMETER / ROUND FRDT FIRE RETARDANT Q AQTR FRZR FREEZER QUARTER AB AIR BARRIER FSD FIRE SEPARATION DISTANCE QTY QUANTITY ABE AVERAGE BUILDING ELEVATION FT FOOT OR FEET R ABV ABOVE FTG FOOTING G R RISER / RADIUS / RANGE ACC ACCESSIBLE RB RUBBER BASE ACP ACOUSTIC CEILING PANEL GA GAUGE RD ROOF DRAIN ACT ACOUSTIC CEILING TILE GAL GALLON REC RECEIVER / RECYCLE ACW ALUMINUM -CLAD WOOD GALV GALVANIZED REF REFERENCE / REFRIGERATOR AD AREA DRAIN GEN GENERAL REINF REINFORCED ADA AMERICANS WITH DISABILITIES ACT GFI GROUND FAULT INTERRUPTER REQ REQUIRED ADJ ADJUSTABLE /ADJACENT GFRC GLASS FIBER REINFORCED RESI RESIDENTIAL AFF ABOVE FINISH FLOOR CONCRETE RET RETURN AHJ AUTHORITY HAVING GL GLASS REV REVERSE / REVISED / REVISION JURISDICTION GND GROUND RF ROOF AHU AIR HANDLING UNIT GOVT GOVERNMENT RFG ROOFING ALT ALTERNATE GR GRADE RH RIGHT HAND ALUM ALUMINUM GSM GALVANIZED SHEET METAL RIGID RIGID INSULATION AP ACCESS PANEL GWB GYPSUM WALL BOARD RM ROOM APPD APPROVED GYP GYPSUM RND ROUND APPROX APPROXIMATE H RO ROUGH OPENING ARCH ARCHITECTURAL HB HOSE BIB ROW RIGHT-OF-WAY AVG AVERAGE HC HANDICAP / HOLLOW CORE RUB RUBBER B HD HEAD / HEAVY DUTY RWL RAINWATER LEADER (INTERIOR) BD BOARD/BED/BEDROOM HDR HEADER S BE BUILDING ENVELOPE HDWD HARDWOOD S SOUTH BEL BELOW HDWR HARDWARE SAW SALVAGE (D) BEY BEYOND HM HOLLOW METAL SAM SELF-ADHESIVE MEMBRANE BLDG BUILDING HOL HOLLOW SBC IBC w/ SEATTLE AMENDMENTS BLK BLOCK, BLOCKING HORIZ HORIZONTAL SC SOLID CORE BO BOTTOM OF HP HIGH POINT SCHED SCHEDULE BOD BASIS OF DESIGN HR HOUR SCW SOLID CORE WOOD BOT BOTTOM HT HEIGHT SD SMOKE DETECTOR / SOAP DISPENSER BR BACKER ROD HWH HOT WATER HEATER SEC SEATTLE ENERGY CODE BRK MTL BRAKE METAL I SECT SECTION BTW BETWEEN IBC INTERNATIONAL BUILDING CODE SF SQUARE FEET / STOREFRONT C ID INSIDE DIAMETER SH SHELF CAB CABINET IN INCHES SHT SHEET CG CORNER GUARD INCL INCLUDE / INCLUDED / INCLUDING SHTG SHEATHING CIP CAST -IN -PLACE CONCRETE INSUL INSULATION SID SIDING CJ CONTROL JOINT INT INTERIOR SIM SIMILAR CL CENTERLINE / CLOSET INTM INTERMEDIATE SL SLOPE CLG CEILING INTUM INTUMESCENT SLNT SEALANT CLKG CAULKING J SM SHEET METAL CLO CLOSET JST JOIST SPEC SPECIFICATIONS CLR CLEAR JT JOINT SQ SQUARE CMU CONCRETE MASONRY UNIT J-BOX JUNCTION BOX SS STAINLESS STEEL COL COLUMN STC SOUND TRANSMISSION CLASS COMM COMMUNICATION L STD STANDARD / STUD CONIC CONCRETE L LONG/LENGTH STIFF STIFFENER COND CONDITION LA LANDSCAPE STL STEEL CONN CONNECTION LAM LAMINATE STOR STORAGE CONST CONSTRUCTION LAV LAVATORY STU STUDIO CONT CONTINUOUS LB POUND STRUCT STRUCTURAL CONTR CONTRACTOR LH LEFT HAND SUB SUBSTITUTE / SUBMITTAL CORR CORRIDOR / CORRUGATED / CORRECTION LIN LINEAR/LINEAL SUSP SUSPENDED CPT CARPET LOC LOCATION SYM SYMMETRICALSYMBOL CT CERAMIC TILE LP LOW POINT SYS SYSTEM CTR CENTER LT LIGHT T CUST CUSTOM LTG LIGHTING T TOP/TREAD/TEMPERED D LVL LEVEL D DEPTH / DRYER M TB TG TOWEL BAR TONGUE & GROOVE DEPT DEPARTMENT MATL MATERIAL T-STAT THERMOSTAT DIET DETAIL MAX MAXIMUM TD TRENCH DRAIN DF DRINKING FOUNTAIN MC MEDICINE CABINET TEMP TEMPORARY / TEMPERATURE DIA DIAMETER MDF MEDIUM DENSITY FIBERBOARD THK THICK(NESS) DIAG DIAGONAL MECH MECHANICAL THRU THROUGH DIM DIMENSION MEMB MEMBRANE T.O. TOP OF DIR DIRECTION MFR MANUFACTURER TOC TOP OF CONCRETE DIV DIVISION MI MIRROR TOP TOPPING DN DOWN MIN MINIMUM TOW TOP OF WALL DOM DOMESTIC MISC MISCELLANEOUS TPH TOILET PAPER HOLDER DR DOOR MO MASONRY OPENING TR TRASH / TRASH ROOM IDS DOWNSPOUT (EXTERIOR) MOT MOTORIZED TRANSL TRANSLUCENT DW DISHWASHER MTD MOUNTED TRANSP TRANSPARENT/TRANSPARENCY DWG DRAWING MTL METAL TRTD TREATED E N TIS TOPSIDE (E) EXISTING N NORTH TV TELEVISION E EAST (N) NEW TWP TRANSLUCENT WALL PANEL EA EACH NAT NATURAL TYP TYPICAL EJ EXPANSION JOINT NEG NEGATIVE U EL ELEVATION (GRADE) NIC NOT IN CONTRACT UL UNDERWRITERS' LABORATORY ELEC ELECTRICAL No. or# NUMBER UNFIN UNFINISHED ELEV ELEVATOR NOM NOMINAL UNO UNLESS NOTED OTHERWISE EMER EMERGENCY NTS NOT TO SCALE UIS UNDERSIDE EMIR ELEVATOR MACHINE ROOM 0 V ENV ENVELOPE / ENVIRONMENT(AL) OA OVERALL VAP VAPOR BARRIER EQ EQUAL OC ON CENTER VAR VARIES / VARIABLE EQUIP EQUIPMENT OCC OCCUPANCY / OCCUPANT VB VINYL BASE EST ESTIMATE / ESTIMATED OD OUTSIDE DIAMETER VCT VINYL COMPOSITION TILE EXC EXCAVATED OFD OVERFLOW DRAIN VENT VENTILATION EXH EXHAUST OH OVERHEAD VERT VERTICAL EXP EXPOSED/EXPANDED OPNG OPENING VEST VESTIBULE EXT EXTERIOR OPP OPPOSITE VFY VERIFY F OWSJ OPEN -WEB STEEL JOIST VIF VERIFY IN FIELD FAB FABRICATED OZ OUNCE VG VERTICAL GRAIN FACP FIRE ACCESS CONTROL PANEL P VOC VOLATILE ORGANIC COMPOUNDS FC FIBER CEMENT COMPOSITE (P) PROPOSED VOL VOLUME FD FLOOR DRAIN PAR PARALLEL VS VINYL SHEET / SHEET VINYL FIE FIRE EXTINGUISHER PART PARTITION W FEC FE CABINET PC PRECAST W WEST / WIDE / WASHER FF FINISH FLOOR / FACTORY FINISHED PERF PERFORATED W/ WITH FF&E FURNITURE, FIXTURES & EQUIPMENT PERP PERPENDICULAR WID WASHER/DRYER FIG FINISH GRADE PKG PARKING / PACKAGE W/o WITHOUT FIN FINISH(ED) PL PLATE / PROPERTY LINE / PLASTIC WAIN WAINSCOT FLASH FLASHING PLAM PLASTIC LAMINATE WC WATER CLOSET FLEX FLEXIBLE PLY PLYWOOD WD WOOD FLR FLOOR PNL PANEL WIN WINDOW FOC FACE OF CONCRETE POL POLISH / POLISHED WSEC WASHINGTON STATE ENERGY CODE FOF FACE OF FINISH PR PAIR WH WALL HUNG FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR PREFAB PREFABRICATE(D) WRB WEATHER RESISTANT BARRIER FOIO FURNISHED BY OWNER, INSTALLED BY OWNER PRELIM PRELIMINARY WS WEATHERSTRIP FOM FACE OF MASONRY PROJ PROJECT / PROJECTION WT WEIGHT FOS FACE OF STUD PROP PROPERTY WWM WELDED WIRE MESH FP FIREPROOF/FIRE PROTECTION PSI POUNDS PER SQUARE INCH Y FPHB FROST PROOF HOSE BIB PT POINT / PRESSURE TREATED / POST -TENSIONED FIRM FRAMING PTD FIELD PAINTED (NOT FACTORY FINISHED) YD YARD DRAIN TYP MOUNTING HEIGHTS HORIZ SWITCHES OUTLET TYP POCKET THERMOSTAT SHOWER IN SPLASH DOOR HANDLE DOOR HANDLE OTHER TYP. CONTROL TUB FILLER CNTRD (0 a o 0 TYP _ M Q OUTLET M PROJECT LOCATION 8718 242nd St SW Edmonds WA 98026 PARCEL NUMBER(S 00463302600402 LEGAL DESCRIPTIONS QUARTER SECTION T&R: SW 31 T27N R 4E PROJECT DESCRIPTION 490SF ADDITION TO EXISTING SINGLE FAMILY RESIDENCE WITH SELECT FINISH ADDITIONS AND MODIFICATION (ALL NON BEARING) WITHIN EXISTING STRUCTURE AND 190SF EXTERIOR ROOF ADDED FOR DECK COVERAGE ALONG EAST PROPERTY LINE. NEW DECK (BELOW 30" AFF) ADDED ALONG EAST PROPERTY LINE W/ STEPS TO EXISTING LEVEL 1 GRADE. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES GENERAL NOTES OWNER Sherese & Filby Folk 8718 242nd St SW Edmonds WA 98026 T: #Client Phone Number E: #Client E-mail Untitled Architects 5906 Kirkwood PL N Seattle, WA 98103 Peter Gray T: 574.276.9506 E: peterg@untitledarch.com GENERAL CONTRACTOR TBD STRUCTURAL ENGINEER L120 ENGINEERING 8383 158th Ave NE Redmond WA 98052 Mans Thurjell T: 206.790.9502 E: mthurjfell@Ll20engineering.com ARCHITECTURAL 001 COVER SHEET 002 SITE PLAN 003 FLOOR PLANS 004 EXTERIOR ELEVATIONS & SECTIONS 005 DETAILS STRUCTURAL S-0 COVER SHEET S-1 GENERAL NOTES S-2 FOUNDATION PLAN S-3 FIRST FLOOR FRAMING PLAN S-4 FIRST FLOOR WALL FRAMING & SHEAR WALL PLAN S-5 ROOF FRAMING PLAN SD-1 STRUCTURAL DETAILS SD-2 STRUCTURAL DETAILS Interconnected Smoke Alarms Are A Requirement " Of This Permit In Accordance With R314.2.2 i n .-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-- ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE 1. ALL WORK SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF THE 2018 INTERNATIONAL RESIDENTIAL CODE (SBC), 2018 WA ENERGY CODE, AND ALL OTHER APPLICABLE CODES 2. CONTRACTOR SHALL FIELD CHECK ALL DIMENSIONS AND VERIFY LOCATION OF WORK WITH THE ARCHITECTS. NO SCALE MEASUREMENTS SHALL BE USED AS DIMENSIONS FOR WORK. LARGER SCALED DETAILS AND DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER. NOTIFY THE ARCHITECT WHENEVER DIMENSION DISCREPANCIES ARISE. 3. CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITION OF THE JOB SITE, INCLUDING SAFETY, PROTECTION OF THE PROPERTY, AND THE LIKE DURING PERFORMANCE OF THE WORK 4. CONTRACTOR SHALL PROVIDED METHODS, MEANS, AND FACILITIES REQUIRED TO PREVENT CONTAMINATION OF SOIL, WATER OR ATMOSPHERE. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S WORK AND/OR SUPPLIED ITEMS THATARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTS OR ARE NOT IN CONTRACT, BUTARE ATTACHED TO THE CONTRACTOR'S WORK. 6. ALL FURRED WALLS SHALL HAVE VERTICAL AND LATERAL DRAFTSTOPS PER SBC. 7. DRAWINGS ISSUED FOR CONSTRUCTION PRIOR TO FINAL PERMITTING APPROVALARE SUBJECT TO REVISIONS. VERIFY CONSTRUCTION DOCUMENTS CONFORM TO PERMIT DRAWINGS BEFORE PROCEEDING WITH WORK. NOTIFY ARCHITECT WHENEVER DISCREPANCIES ARISE. 8. DIMENSIONS ARE TO: FACE OF MASONRY (FOM), FACE OF CONCRETE (FOC), OR FACE OR STUD (FOS) UNLESS NOTED OTHERWISE (UNO) DIMENSIONS INDICATED AS CLEAR (CLR) OR FINISH (FIN) ARE TO FINISH FACE. APPROVED PLANS MUST BE ON JOB SITE ENERGY CODE REQUIREMENTS pity Ut mdmonds Building Department Work ADDITION, REMODEL, DECK Address 8718 242ND ST SW Owner FOLK ------------------------------------------ -------------------------------------------- Approved Date 01/09/2023 ------------------ ---------------- Building Official Permit Number BLD2022-1233 ---------------------------------------------- PRESCRIPTIVE APPROACH USED: PRESCRIPTIVE OPTION, PER WSEC R402.1 WILL BE USED TO DETERMINE REQUIRED U- VALUES AND R-VALUES FOR THE STRUCTURE. MAXIMUM VERTICAL FENESTRATION U-FACTOR .30 UP TO 15SF EXEMPT PER R.402.3.3 SKYLIGHT U-FACTOR .50 MAXIMUM OPAQUE WOOD DOOR U-FACTOR .30 ONE 24SF OPAQUE DOOR EXEMPT PER R402.3.4 REQUIRED R-VALUE FOR CEILING R-49MIN R-38C SINGLE RAFTER/VAULTS REQUIRED R-VALUE FOR WALLS ABOVE GRADE R-21 MIN REQUIRED R-VALUE FOR FLOORS R-30 REQUIRED R-VALUE FOR SLAB ON GRADE R-10, 2' MIN R406 CREDIT REQUIREMENTS - ADDITION LESS THAN 500SF = 1.5 CREDITS REQUIRED SYSTEM 2 - FUEL NORMALIZATION CREDIT (1 CREDIT) SYSTEM 3.4 -DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM (1.5 CREDITS) MIN HSPF 10.0 (2.5) CREDITS TOTAL PROVIDED GRAPHIC SYMBOLS VICINITY MAP DETAIL MARKER X1 RCP SYMBOLS ° XX DETAIL NUMBER EXT / THERMAL ASSEMBLY MKR ° �.� XX SHEET NUMBER REFER TO SHEETA401 LIGHTING r ` X1.X r or SURFACE MOUNTED LIGHT FIXTURE ELEVATION MARKER PARTITION TYPE MARKER XX � DETAIL NUMBER REFER TO SHEETA701 E or RECESSED LIGHT FIXTURE XX SHEET NUMBER 01 FLOOR ASSEMBLY MARKER PENDANT LIGHT r _ Y REFER TO SHEETS A402 & A702 FLUORESCENT }" ENLARGED ELEVATION MARKER XX � DETAIL NUMBER WINDOW 1 STOREFRONT TYPE MKR �� DOUBLE FLUORESCENT XX .0SHEET NUMBER REFER TO SHEETS A411 & A413 0 INDIRECT FIXTURE (CEILING) X LOUVER TYPE MARKER I� INDIRECT FIXTURE (WALL) XX X X XX INTERIOR ELEVATION MARKER DETAIL NUMBER SHEET NUMBER REFER TO SHEETS A411 & A413 (9 ILLUMINATED EXIT LIGHT I ELEVATION NUMBER XXX DOOR TYPE MARKER — j WALL MTD ILLUMINATED EXIT LIGHT X REFER TO SHEETA901 99 BUILDING SECTION MARKER .;_ PHOTO CELL244th St SW XX DETAIL NUMBER - — - — GRID LINE oc OCCUPANCY SENSOR XX SHEET NUMBER ' PROPERTY LINE vs VACANCY SENSOR + Axxlll ENLARGED WALL SECTION MARKER FLOOR LINE DETAIL NUMBER MECHANICAL XX � SHEET NUMBER OVERHEAD LINE DIFFUSER - SUPPLY AIR — — — — — CENTERLINE RENDER 1-HOUR FIRE RATED � DIFFUSER - RETURN AIR DIFFUSER - EXHAUST 2-HOUR FIRE RATED FAN - - - ) �/ LAYOUT GRID 3-HOUR FIRE RATED THERMOSTAT POWER FIRE SWITCH 3:�sP SPRINKLER DOUBLE SWITCH a WALL SPRINKLER CONCRETE FILL STEEL FILL j j FIBER CEMENT FILL d) SINGLE WALL OUTLET Os SMOKE DETECTOR CMU FILL ® ALUMINUM FILL RIGID INSULATION FILL db DOUBLE WALL OUTLET ELECTRICAL � GFCI (GROUND -FAULT CIRCUIT INTERRUPTER) W J-BOX BRICK FILL ® ❑ PLYWOOD FILL FIBER INSULATION FILL �b QUAD WALL OUTLET 00 or ol SPEAKER � DATA OUTLET (CABLE (PHONE / INTERNET) F7WOOD FILL 1:1GWB FILL GYP SHEATHING FILL ❑® FLOOR OUTLET OUTLET RESUB Dec 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Rev Date Issue CONSULTANT'b LOGO FOLK RES ADDITION 8718 242nd St SW Edmonds WA 98026 22003 Untitled Architects 5906 Kirkwood PL N Seattle, WA 98103 574.276.9506 untitledarch.com © 2022 Untitled Architects LLC - These documents have been prepared specifically for the above named project. They are not suitable for use on other projects or in other locations without the approval and participation of the Architect. JURISDICTIONA_ APPROVAL STAI 12420 REGISTERED .ARCHITECT PETER GRAY STATE OF WASHINGTON PERMIT Issue 12/15/22 Issue Date COVER SHEET Sheet Title 001 E TYP BASE © TYPICAL WOOD PARTITION - 6" STUDS W PAINT BATT INSUL TYP. STUD PER STRUCT W PAINT BATT INSUL TYP. STUD PER STRUCT 0 TYPICAL WOOD PARTITION - 4" STUDS 003 S`Q ASPHALT SHINGLES - MATCH SHEATHING TO EXIS ' ICE AND WATER BARRIER PER SHINGLE MFR REQUIREMENTS ON 3:12 ROOF SLOPE ' 1/2" PLYWOOD MIN 1"AIR GAP BETWEEN INSULATION AND UNDERSIDE OF PLYWOOD EXISTING OR PROPOSED FRAMING PER STIR 1/2" GWB CEILING Cl X05]FRAMED ROOF STRUCTURE TPO OR EQUAL FULLY ADHERED MEMBRANE 1.12 MIN ROOFING PRODUCT SLOPE 11 WRB PER MEMBRANE MFR (AS REQD) 1/2" PLYWOOD MIN 1"AIR GAP BETWEEN PLY & INSUL �LVL OR TRUSS PER STIR �BATT INSULATION (R-49) 1/2" GWB CEILING _xo_41 LOW SLOPE ROOF STRUCTURE FINISH PER SCHEDULE PLYWOOD SHEATHING PER STRUCT TRUSS JOISTS PER STRUCT FILL JOIST BAY W/ BATT INSULATION R-30 MIN NETTING OR EQUAL TO RETAIN INSULATION MIN X03 TYPICAL WOOD FLOOR ASSEMBLY VERT SIDING - PAINTED WRB IAIR BARRIER 1/2" PLYWOOD PER STRUCT INSULATION - R21 MIN 2x6 WOOD STUDS VAPOR BARRIER OR PVA PRIMER 1/2" GWB W/ PAINT IN T Id EX X02 I NEW WOOD WALL WI VERT T&G SIDING VERT SIDING - PAINTED WRB /AIR BARRIER 1/2" PLYWOOD (EXISTING) INSULATION - EXISTING 2x4 WOOD STUDS VAPOR BARRIER OR PVA PRIMER 1/2" GWB W/ PAINT (1) LAYER IN W1 EX X01 EXISTING WOOD WALL WI VERT CEDAR SIDING ASSEMBLIES SCALE: 11/2"= 1'-0" M N TYPICAL EXTERIOR WALL. CEDAR CLAD EXTERIOR 2X4 WALL FRAMING - 1/2" GWB INTERIOR PANTRY BEDROOM KITCHEN ISTING KITCHEN CABS OUTLINE OF EXISTING DECK STRUCTURE EXISTING FLOOR PLAN LEVEL 1 SCALE:1/8" = 1'-0" CV EXISTING BATHROOM TO REMAIN NO WORK TYP. MUD ROOM/ BEDROOM MECH DINING ROOM TYPICAL INTERIOR WALL 2X4 W/ GWB EACH SIDE EXISTING STEPS TO REMAIN TYP STEP DOWN TO LIVING AREA LIVING ROOM EXISTING MASONRY FIREPLACE LOW SLOPE ROOF W/ OVERHANG (A) +452.1 ' A TO MATCH EXISTING ROOFLINE (NEW TPO OR SIM ROOF. UPDATE EXISTING AREA AS READ WI NEW SLOPE) 7'-11" 6-4 1/2" 4'-0" -- ------------------------------------- I I O I o `-� 3'-6"x6-0" OI TUB o I SHOWER I � ]50CFM NEW PRIMARY BATH I? 6, 0„ a, -- - 3' 0" CLR w 50CF Y � 9 O O a I SWING 6-8"X 7-10" V\__WALL MOUNTED RAINII_QDI IT QVQTCRA U_ o o 2 LEVEL 1 003 SCALE:1/4" _ OUTLINE OF NEW DECK (ALL AREAS LESS THAN 30" ABOVE GRADE) NEW STEPS @ 7" EACH TBD� (VERIFY GRADE) FOUNDATION VENT CALCULATION: 1SF REQ PER 1500SF WI CLASS 1 VAPOR BARRIER 455SF CRAWL SPACE = .3SF REQUIRED INSTALL (2) VENTS @ .5SF EACH ON GRID (2) - - - - - - - - GARAGE PRIMARY ENTRY BEDROOM 5 004 VERIFY OVERHANG DIM \Y� MATCH EXISTING 1 V-6" NEW MEMBRANE ROOF AT EXISTING LOW SLOPE ROOF J)_ — — — — — — — — — — — — DEMOLISH EXISTING 1 ROOF OVERHANG AT 004 SOUTH SIDE I EXTERIOR GUTTER AT LOW POINT ON ROOF. CONNECT—1/2"/12 SLOPE DN 1 TO EXISTING DRAINAGE TYP I NEW ROOF EXISTING RESIDENCE ROOF I I 3 1/2"M2 SLOPE DN 004 ^2 I I 1 I 004 MATCH SLOPE AT CONNECTION BETWEEN NEW AND OLD I I 2 - - -- - - -1 -- NEW ROOF 2 co Z CI ALIGN FACIA W/ EXISTIN a 0 J NEW SHINGLE ROOF N ALIGN W/ EXISTING TYP., CONNECT EXISTING TO NEW PER STIR NEW GUTTER TO CONNECT ROOF SCALE:1/8" = 1'-0" PANTRY W/ TYP 2' CABS LOWERS EXISTING GARAGE ROOF 1/2"/12 SLOPE DN_ 3/12 SLOPE DN 004 6 0 004 \\2 J U) Z CV p C Z W ch p D- 0 J U) (V Cl) TO EXISTING NEW SHINGLES AT EXISTING ROOF 4 1 SHEATHING TO REMAIN TYP. 004 004 ALIGN NEW OVERHANG AND FACIA WITH EXISTING ROOF LINE EXISTING SIDING AND WINDOWS TO REMAIN - SCRAPE, CAULK AND PAINT SIDING TO MATCH NEW (B) +450.75' (C) +448.25' GENERAL FLOOR PLAN NOTES 1.+0'-0" = GROUND FLOOR DATUM 2. DIMENSIONS ARE TO: FOM - FACE OF MASONRY FOC - FACE OF CONCRETE or FOS - FACE OF STUD UNLESS NOTED AS "CLR" (CLEAR) OR "FIN" (FINISH 3. FOR LIST OF ABBREVIATIONS SEE COVER SHEET 001 4. DOOR DIMENSIONS ARE ROUGH OPENING ONLY. VERIFY ON INTERIOR SHEETS DIM OF DOOR AND CASING AS READ. 5. COMPLY WITH ALL MAKUP AIR REQUIREMENTS FOR VENTING OF FANS OVER 400CFM. 6. INSTALL INTERCONNECTED SMOKE AND CARBON MONOXIDE DETECTORS THROUGHOUT DWELLING PER 2018 IRC R314 & R315. RESUB Dec 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 12/13/22 PERMIT REV1 Rev Date Issue CONSULTANT'b LOGO FOLK RES ADDITION 8718 242nd St SW Edmonds WA 98026 22003 Untitled Architects 5906 Kirkwood PL N Seattle, WA 98103 574.276.9506 untitledarch.com © 2022 Untitled Architects LLC - These documents have been prepared specifically for the above named project. They are not suitable for use on other projects or in other locations without the approval and participation of the Architect. JURISDICTIONA_ APPROVAL STAF 12420 REGISTERED ARCHITECT PETER GRAY STATE OF WASHINGTON PERMIT Issue 12/15/22 Issue Date FLOOR PLANS Sheet Title 003 E U J J U 111 H 2 U Q w J H Z D ►rrlr� 1V SECTION NEW ROOF FRAMING FOR COVERED DECK - MATCH AND ALIGN W/ EXISTING ROOF STR EXISTING ROOF AND STRUCTURE NEW TPO OR SIM MEMBRANE NEW EXTERIOR GUTTER AT -------- -------------------------------------------------------------------------------------------------------- CD o NEW SIDING TO MATCH PATTERN OF EXISTING TYP. -- m------------------------------------- --- x :5 7 NEW ROOF TO COVER EXTERIOR DECK. MATCH PITCH, SLOPE AND EAVE THICKNESS OF EXISTING ROOF ----------- T ------------------------ L1: 451.0' -VERA E 4450.08' --------------- ----------------------------------------- 4VERAGE GR INFIL WALL AREA W/ MATCHING EXISTING ROCK RETAINING WALL CLADDING AT DEMO'D FIREPLACE TO REMAIN TYP. NEW DECK AND STEPS PER PLAN 3 SOUTH ELEVATION AAA SrAI F• 1/R" = 1'-n" rf111V1 L/\IJIIIVV JIVIIVV NORTH ELEVATION SCALE:1/8" = 1'-0" L1: 45 NEW WALLAREA MATCH EXISTING SIDING EAST ELEVATION SCALE:1/8" = 1'-0" VlIULL I \lIIL VVI I VI G -36" AFF TYP. m----------------------------------------------- o N LL 0 0 M L1: 451.0' ---------------------------------- - --- AVERAGE RA E: PAINT EXISTING SIDING TYP.--/ WEST ELEVATION SCALE:1/8" = 1'-0" NEW ROOF AREA ROOF BEYOND NEW ROO. MATCH SLOPE OF NEW GUTTER TYP. EXISTING ROOF. SLOPE DN NO 4 D D O - ----- -------- .............. EXISTING WINDOWS__/ ENSURE MIN 6" FROM SIDING AND SIDING TO REMAIN TYP. TO SOIL TYP. WINDOW SCHEDULE 6'-0" 2'-0 � �* 0 3 -0 Al 4'-0" (T) (T) ' o - o 0 0 0 EXTERIOR VIEW o ' � F-�� Ldi SAFETY GLAZING PER CODE SAFETY GLAZING PER CODE EGRESS WINDOW TYPE A B C C* D E WIDTH 6'-0" 2'-0" 2'-0" 2'-0" 3'-0" 4'-0" SIZE HEIGHT 7'-0" 5-0" 5-0" 5-0" 4'-0" 4'-0" AREA (SQ. FT) 42 10 10 10 12 16 FRAME COLOR WHITE INTERIOR & EXTERIOR WHITE INTERIOR & EXTERIOR WHITE INTERIOR & EXTERIOR WHITE INTERIOR & EXTERIOR WHITE INTERIOR & EXTERIOR WHITE INTERIOR & EXTERIOR GLAZING TYPE INSULATED INSULATED INSULATED INSULATED INSULATED INSULATED U-VALUE 0.30 0.30 0.30 0.30 0.30 0.30 QUANTITY 2 1 1 1 1 1 MANUFACTURER & STYLE MILGUARD OR EQUAL VINYL WINDOW MILGUARD OR EQUAL VINYL WINDOW MILGUARD OR EQUAL VINYL WINDOW MILGUARD OR EQUAL VINYL WINDOW MILGUARD OR EQUAL VINYL WINDOW MILGUARD OR EQUAL VINYL WINDOW 7 WINDOW SCHEDULE SCALE: I' = 1'-U" RESUB Dec 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 12/13/22 PERMIT REV1 Rev Date Issue CONSULTANT'b LOGO FOLK RES ADDITION 8718 242nd St SW Edmonds WA 98026 22003 Untitled Architects 5906 Kirkwood PL N Seattle, WA 98103 574.276.9506 untitledarch.com © 2022 Untitled Architects LLC - These documents have been prepared specifically for the above named project. They are not suitable for use on other projects or in other locations without the approval and participation of the Architect. JURISDICTIONA_ APPROVAL STAF 12420 REGISTERED ARCHITECT PETER GRAY STATE OF WASHINGTON PERMIT Issue 12/15/22 Issue Date EXTERIOR ELEVATIONS & SECTIONS Sheet Title 0 E 0 t 2 .c U J J H W H 2 U Q W J H H Z PROVIDE VENTING OPENINGS COMP SHIN PER ASSEM TYP FLASI GUTTER MATCH FACT{ EXISTING ROOF[ BRACKET PER BEAM PER MATCH EXISTING SOFFIT OVERHA CLAD BE. W/ CEDA NEW SHINGLE ROOF. SHEATHII W/ EXISTING ROOF ANGI H AND WRAP NEW MEMBRAI UP BEAM AS REQD PER I NEW BEAM PER STIR FO DECK ROOF BLOCKING FOR WATE LAP OVER EXISTING - N EXISTING SOFFF EXISTING RO TO REMAIP 6X6 P( EXISTING SIDIN( PAINT EXTERIOR ROOF DETAIL 2 �ifLiq=EFJI� i1Q11Y LX1./LLXL../�/. l iliill'rll I I I .I ;!li„I EXISTING WALL AND ,DD TO REMAIN TYP. COLUMNNEW 6X6 PEP. ST PLAN DETAIL AT COLUMN EXISTING WALL AND CLADDING TO REMAIN TYP. NEW 6X6 COLUMN PER STIR WRAP W/ CLADDING PLAN DETAIL AT CORNER SCALE: 11/2"= V-0" EXISTING WALL AND CLADDIN( TO REMAIN TYF NEW 6X6 COLUMN PER STIR WRAP W/ CLADDING EXTERIOF COLUMN TO ALIGN W/ STRUCTURE TYP. PLAN DETAIL AT OUTSIDE CORNER SCALE: 11/2"= V-0" INTERIOR RESUB Dec 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Rev Date Issue CONSULTANT'b LOGO FOLK RES ADDITION 8718 242nd St SW Edmonds WA 98026 22003 Untitled Architects 5906 Kirkwood PL N Seattle, WA 98103 574.276.9506 untitledarch.com © 2022 Untitled Architects LLC - These documents have been prepared specifically for the above named project. They are not suitable for use on other projects or in other locations without the approval and participation of the Architect. JURISDICTIONA_ APPROVAL STAF PERMIT Issue 12/15/22 Issue Date DETAILS Sheet Title 12420 REGISTERED ARCHI�T,ECCTT PETER GRAY STATE OF WASHINGTON 005 E U J J H W H 2 U Q W J H Z FOLK RESIDENCE ADDITION S220624-4 PROJECT INFORMATION Cl TFNT SHERESE & FILBY FOLK 8718 242ND ST SW EDMONDS, WA 98026 PROJECT ADDRESS 8718 242ND ST SW EDMONDS, WA 98026 ARCHITECT UNTITLED ARCHITECTS 5906 KIRKWOOD PL N SEATTLE, WA 98103 PHONE: (574) 276-9506 STRUCTURAL ENGINEER L120 ENGINEERING & DESIGN 13150 91ST PL NE KIRKLAND, WA 98034 PHONE: (425) 636-3313 EMAIL: MTHURFJELL@L120ENGINEERING.COM CONTACT: MANS THURFJELL, PE CODES ENGINEERED PER: 2018 (IRC) INTERNATIONAL RESIDENTIAL CODE 2018 (IBC) INTERNATIONAL BUILDING CODE SHEET INDEX COVER SHEET ... S-0 STRUCTURAL GENERAL NOTES ... S-1 FOUNDATION PLAN ... S-2 FIRST FLOOR FRAMING PLAN ... S-3 FIRST FLOOR WALL FRAMING AND SHEAR WALL PLAN ... S-4 ROOF FRAMING PLAN ... S-5 STRUCTURAL DETAILS... SD-1 STRUCTURAL DETAILS... SD-2 RESUB Dec 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ���.iHURF Of WAsy ■ Y ■ • � 4� TE G� ' S�4NAL E� w Q0 Z w Z o �.W� z r� w V w Z W z Z z O Q w J REVISIONS A [DESCRTPTTnKl noTF BY Al BDC UPDATES 12/15/22 PROJECT NAME FOLK RESIDENCE ADDITION 8718 242ND ST SW EDMONDS, WA 98026 PROJECT NUMBEI S220624-4 DRAWN b r - BS CHECKED BY - MRT SHEET DA7 08/30/2022 bk-MLC 24X36 SHEET:1/4"=1'-0" w W ,2 V / z O W i un U Lu p w U � w GENERAL STRUCTURAL NOTES DESIGN CRITERIA REINFORCING STEEL BRICK VENEER ANCHORAGE CODE: 2018 IBC/IRC & AMENDMENTS AS ADOPTED BY THE REVIEWING AGENCY/COUNTY. 1. REFERENCE STANDARDS: ACI "DETAILING MANUAL" (SP-66); CRSI MANUAL OF STANDARD PRACTICE 1. D/A 2135 SEISMIC VENEER ANCHORS BY DUR-O-WAL OR APPROVED EQUAL AT WOOD STUD WALL. ROOF ........................................25 PSF SNOW (GROUND) (MSP-1) 2. D/A 5213 SEISMIC VENEER ANCHORS BY DUR-O-WAL OR APPROVED EQUAL AT CONCRETE WALL. FLOORS 2. MATERIALS: 3. PLACE ANCHORS AT 16" O.C. VERTICAL AND 16" HORIZONTAL. PROVIDE #9 GA HORIZONTAL JOINT RESIDENTIAL .....................40 PSF REINFORCING STEEL: ASTM A615, GRADE 60 REINFORCING WIRE . ATTACH TO WOOD STUDS WITH #8 CORROSION RESISTANT SCREWS AND TO BALCONY/DECK................60 PSF 3. SPLICES: CONCRETE WITH 1/4"0 EXPANSION ANCHORS. BASIC WIND SPEED ..................100 MPH, EXPOSURE B LAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS, UNLESS OTHERWISE NOTED. PROVIDE 4. AT ALL OPENINGS LARGER THAN 16" IN EITHER DIRECTION, ANCHORS TO BE SPACED WITHIN 12" OF THE SEISMIC CORNER BARS FOR ALL HORIZONTAL REINFORCEMENT. OPENING AT ALL SIDES. MAPPED SPECTRAL ACCELERATION, Ss ..................... 1.277 4. COVER: 5. USE TYPE N MORTAR COMPLYING WITH ASTM C270 MAPPED SPECTRAL ACCELERATION, Si ..................... 0.448 FOOTINGS ...........3 INCHES SOIL SITE CLASS........................................................D SLABS ................... 2 INCHES GLU-LAMINATED TIMBER 5. FORMED SURFACES: 1. GLU-LAMINATED WOOD BEAMS, DOUGLAS FIR COAST REGION, KILN DRIED, AITC SPECIFICATION 24F-V4 GENERAL CONDITIONS WEATHER FACE ...1-1/2 INCHES, #5 BARS AND SMALLER 2 INCHES, # 6 BARS AND LARGER FOR SIMPLE SPANS (TYPICAL), AND 24F-V8 FOR CANTILEVER -SPANS (WHERE SPECIFIED). PROVIDE AITC 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL INTERIOR FACE ...3/4 INCH FOR SLABS AND WALLS 1-1/2 INCHES FOR BEAMS AND COLUMNS STAMP ON TIMBER AND SUBMIT CERTIFICATE TO ARCHITECT AND ENGINEER. MATERIALS MUST BE ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. OBTAINED FROM AN AITC APPROVED FABRICATOR. ALL GLU-LAM BEAMS SHALL FIT SNUG AND TIGHT IN 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STRUCTURAL AND MISC. STEEL THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. NO SUBSTITUTION OF OTHER STARTING WORK. THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY 1. REFERENCE STANDARDS: DESIGN, FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE SPECIES. GLU-LAM ADHESIVE TO BE "WET- USE" TYPE. PROVIDE 2000 FT RADIUS CAMBER, U.N.O. DISCREPANCIES. LATEST EDITION OF THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". 2. MANUFACTURER'S CERTIFICATE SHALL BE PRESENTED TO THE BUILDING INSPECTOR PRIOR TO 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL 2. MATERIALS: INSTALLATION. BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE BOLTS - ASTM A307, UNLESS OTHERWISE NOTED PROCEEDING WITH ANY WORK SO INVOLVED. WF BEAMS - ASTM A572-50 (Fy = 50,000 PSI) WOOD SHEATHING 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE HSS ROUND COLUMNS - ASTM A500 Gr. B (Fy = 42,000 PSI) 1. ROOF SHEATHING: 7/16" MINIMUM THICKNESS APA RATED PRP-108 PERFORMANCE STANDARD, EDGE PRECEDENCE OVER THE "GENERAL NOTES" AND/OR "STANDARD DETAILS". HSS RECTANGULAR COLUMNS - ASTM A500 Gr. B (Fy = 46,000 PSI) SEALED PANELS DESIGNED TO SPAN 24 INCHES EITHER PARALLEL OR PERPENDICULAR TO LONG AXIS OF 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE ALL OTHER STEEL - ASTM A36 (Fy = 36,000 PSI) PANEL WITH 35 PSF LIVE LOAD. LAY UP WITH MINIMUM 1/8" CLEAR BETWEEN PANELS TO ALLOW FOR SAME AS FOR SIMILAR WORK. EXPANSION. NAIL 6 INCHES ON CENTER ALONG EDGES, AND 12 INCHES ON CENTER AT INTERMEDIATE 6. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE STRUCTURAL STEEL WELDING SUPPORTS. USE 10D COMMON NAILS, U.N.O. PROVIDE EXP-1 RATING. DRAWINGS. 1. CONFORM TO THE AWS CODES D1.1 AND D1.3. ALL WELDING TO BE DONE ONLY BY WABO CERTIFIED 2. FLOOR SHEATHING: 3/4" NOMINAL APA RATED PANELS, PRP-108 PERFORMANCE STANDARD, NAILED AND 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY WELDERS AND HAVE SPECIAL INSPECTION BY WABO CERTIFIED INSPECTION AGENCY OR BE DONE BY GLUED. CONFORM TO IBC IDENTIFICATION INDEX 40/20 FOR SUPPORTS TO 20 INCHES ON CENTER. CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE WABO CERTIFIED FABRICATION SHOP. EITHER SPECIAL INSPECTION REPORT OR WABO FABRICATION ADHESIVES ARE TO CONFORM TO APA SPECIFICATION AFG-01. PROVIDE T&G EDGES AT LONG PANEL DISTRESS TO THE STRUCTURE. SHOP CERTIFICATION SHOULD BE AVAILABLE ON SITE FOR THE BUILDING INSPECTOR. WELDS NOT EDGES. LAY UP WITH MINIMUM 1/8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAIL 6 INCHES 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE SPECIFIED ARE TO BE 1/4" CONTINUOUS FILLET MINIMUM. USE DRY E70 ELECTRODES. ON CENTER AT END SUPPORTS AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. USE 10D FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE COMMON NAILS. PROVIDE EXP-1 RATING. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. DIMENSIONAL LUMBER 3. WOOD SHEARWALL SHEATHING: PLYWOOD OR OSB APA RATED PRP-108 PERFORMANCE STANDARD PER 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE 1. MEET REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR SOFTWOOD DIMENSIONAL IBC STD 23-2 OR 23-3 TYPE C-C OR C-D. USE EXTERIOR ADHESIVES. USE 8d COMMON NAILS. PROVIDE INTERNATIONAL BUILDING CODE, AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER LUMBER. BEAR STAMP OF WWPA. EXP-1 RATING. ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS. HORIZONTAL ANY PORTION OF THE WORK. 2. MINIMUM DIMENSIONAL LUMBER GRADES TO BE: JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING. REFER TO SHEAR WALL 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WALL STUDS: 2x, HF STUD GRADE, 3x HF #2 SCHEDULE FOR PANEL THICKNESS. WHERE THE NOTES, DRAWINGS, AND/OR SPECIFICATIONS DIFFER, THE MORE STRINGENT REQUIREMENT WALL PLATES: 2x HF STANDARD GRADE 4. NAILING SPECIFICATIONS: CONFORM TO IBC SECTION 2304.10 "CONNECTIONS AND FASTENERS." UNO SHALL APPLY. 2x, 3x PRESSURE TREATED HF STANDARD GRADE AT FOUNDATION ON PLANS, NAILING PER TABLE 2304.10.1, AND FOR ROOF/FLOOR DIAPHRAGMS AND SHEARWALLS 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES JOISTS: SHALL BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF OR THE STRUCTURAL DRAWINGS. 2x8 AND UP DF #2 SHEATHING. ALTERNATE NAILS MAY BE USED BUT ARE SUBJECT TO REVIEW AND APPROVAL BY THE 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. BEAMS, HEADERS: 6x DF#2; 4x DF#2, WWPA GRADING. STRUCTURAL ENGINEER. SUBSTITUTION OF STAPLES FOR THE NAILING OF RATED SHEATHING IS 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED POSTS: 4x, 6x, DF #2 SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. LUMBER NOT NOTED TO BE HF #2. 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS, METHODS, AND WORKMANSHIP ACCEPTED AS 3. PROVIDE STANDARD CUT WASHERS FOR NUTS BEARING AGAINST WOOD, AND 1/4"x3" HOT -DIPPED SHOP DRAWINGS AND SUBMITTALS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE GALVANIZED SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS. 1. SUBMIT 2 SETS OF PRINTS AND 1 SET OF REPRODUCIBLES FOR REVIEW FOR: "INTERNATIONAL BUILDING CODE" (IBC), AND STANDARDS REFERENCED THEREIN. 4. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY, WHICH IS IN CONTACT WITH OR RESTING A) REINFORCING STEEL C) GLU-LAMINATED BEAMS ON FOUNDATIONS, SHALL BE PRESSURE TREATED HEM FIR OR BETTER. ALL BEARING WALL PLATES B) MISCELLANEOUS STEEL D) PRE -MANUFACTURED WOOD TRUSSES FOUNDATION SHALL HAVE 5/8"0 ANCHOR BOLTS PLACED A MAXIMUM 9" FROM THE END OF A PLATE AND SPACED AT 2. SUBMIT 3 COPIES FOR REVIEW PRIOR TO FABRICATION FOR: 1. FOUNDATION DESIGN PARAMETERS ASSUMED PER IRC/IBC VALUES: INTERVALS SHOWN ON THE SHEARWALL SCHEDULE (MAXIMUM 4'-0" O.C. SPACING). ALL TREATED A) CONCRETE DESIGN MIX FOOTING BEARING PRESSURE: 1500 PSF PRESSURE TREATED WOOD MEMBERS SHALL COMPLY WITH AWP4 U1 AND AWP4 M4 STANDARDS. B) CONCRETE INSERTS LATERAL EARTH PRESSURE: 5. CAST -IN -PLACE ANCHOR BOLTS SHALL HAVE A MINIMUM 7" EMBEDMENT. ALTERNATE 5/8"0 EXPANSION C) EPDXY ADHESIVES ACTIVE: 35 PCF (FREE) 50 PCF (RESTRAINED) ANCHORS SHALL BE HILTI KWIK BOLT II ANCHORS EMBED 7", OR APPROVED ALTERNATE. PASSIVE: 250 PCF 6. BOLTS IN WOOD BEAMS SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4 DIAMETERS FROM INSPECTIONS COEFFICIENT OF BASE FRICTION: 0.35 THE EDGE OF THE MEMBER. 1. REFERENCE STANDARDS: IBC 110. 2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT SOIL CONSIDERATIONS ARE 7. NAILS: NAILING IN ACCORDANCE WITH IBC TABLE 2304.10.1. 16D NAILS MAY BE 16D SINKERS (0.148 x INSPECTIONS ARE TO BE PERFORMED BY THE BUILDING OFFICIAL. INSPECTIONS REQUIRED TO BE IN ACCORDANCE WITH THE JURISDICTIONAL REQUIREMENTS. 3-1/4") UNLESS NOTED OTHERWISE. ARE AS FOLLOWS: 3. ALL FOUNDATIONS ARE TO BEAR ON COMPETENT NATIVE SOILS OR STRUCTURAL FILL. STRUCTURAL FILL 8. PRESURE TREATED WOOD: ALL NAILS INTO PT WOOD SHALL BE HOT DIPPED GALVANIZED PER ASTM 2. SOIL: VERIFY SUBGRADE IS DRY DENSE AND DOES NOT HAVE STANDING WATER PRIOR IS TO BE COMPACTED TO 95% DENSITY PER ASTM D-1557. A153 OR STAINLESS STEEL. ALL METAL CONNECTORS IN CONTACT WITH PT WOOD SHALL BE HOT DIPPED TO POURING FOOTINGS. GALVANIZED AND MEET ASTM A653 CLASS G185 (1.85 oz OF ZINC PER SQ FT MINIMUM) OR TYPE 304 / 3. CONCRETE: INSPECTIONS REQUIRED ONLY FOR DESIGN MIXES SPECIFIED GREATER THAN CONCRETE 316 STAINLESS STEEL. SIMPSON Z-MAX CONNECTORS MEET THIS REQUIREMENT. FASTENERS AND 2500 PSI. 1. REFERENCE STANDARDS: ACI-301, ACI-318, IBC. CONNECTORS USED TOGETHER SHALL BE OF THE SAME TYPE (E.G. HOT DIPPED NAILS WITH HOT DIPPED TAKE CONCRETE CYLINDERS AS REQUIRED. VERIFY SLUMP AND STRENGTH. MINIMUM CONCRETE STRENGTH (28 DAYS): HANGERS) 4. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. FOOTINGS AND STEM WALLS ....... 21500 PSI - 5 SACK MIX CHECK FOR REQUIRED COVER, SIZE AND GRADE. BASEMENT FOUNDATION RETAINING WALLS ....... 2,500 PSI - 5.5 SACK MIX MANUFACTURED TIMBER 5. WOOD: DIAPHRAGM NAILING, BLOCKING AND HOLD-DOWN CONNECTIONS. SLAB-ON-GRADE.............21500 PSI - 5 SACK MIX PRODUCT APPLICATION WIDTHS SLAB -ON -GRADE ............. EXPOSED WEATHERING SURFACES ......... 31000 PSI - 5.5 SACK MIX LSL RIMBOARD (1.3E) RIMBOARD OR STAIR STRINGER 1 1/4" ALTERNATES: AIR -ENTRAINMENT 2.5% TO 5.5% FOR EXPOSED CONCRETE. TIMBERSTRAND LSL (1.3E) HEADER, BEAM, OR COLUMN < 9" DEPTH 3 1/2" 1. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW. ENGINEER MAY REQUEST 2. MIXING: COMPLY WITH ACI-301. DO NOT EXCEED THE AMOUNT OF WATER SPECIFIED IN THE APPROVED TIMBERSTRAND LSL (1.55E) RIMBOARD, HEADER, OR < 9" DEPTH BEAM 1 41113 1/2" PAYMENT FOR REVIEW; CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL MIX. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE 11 TIMBERSTRAND LSL (1.3E) WALL STUD 2X4 & 2X61 1/2 COST TO OWNER. MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER (1.5E) WALL STUD > 2X6 1 1/2" 3. PLACING: COMPLY WITH ACI-301. PROVIDE A 3/4 INCH CHAMFER ALL EXPOSED CONCRETE EDGES, MICROLLAM LVL ( 1.9E) HEADER, BEAM 14" SETTLEMENT SHRINKAGE: UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. PARALLAM PSL (2.2E) HEADER, BEAM 31/2", 5'/4", 7'I 1. DUE TO CROSS GRAIN WOOD SHRINKAGE, THIS BUILDING IS EXPECTED TO SETTLE APPROXIMATELY 3/8 4. SLUMP: 4" PLUS OR MINUS ONE INCH. DO NOT ADD WATER TO MIX TO INCREASE SLUMP. GREATER PARALLAM PSL (1.8E) COLUMN 31/2111 5'/4", 7'I INCH PER STORY. ALL PLUMBING AND MECHANICAL DUCTS SHALL BE DESIGNED WITH FLEXIBLE JOINTS SLUMP, ACCELERATED SET, OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVED OR OTHERS MEANS TO APPROPRIATELY ACCOMMODATE THIS NORMAL SETTLEMENT. ALL INTERIOR AND ADMIXTURES. WOOD STRUCTURAL CONNECTIONS EXTERIOR SHEATHING AND FINISHES SHALL BE INSTALLED SUCH THAT NO DAMAGE WILL OCCUR. 5. CURING: COMPLY WITH ACI-301. KEEP CONCRETE MOIST FOR SEVEN DAYS MINIMUM. 1. ALL FRAMING ANCHORS, POST CAPS, BASES, HANGERS, STRAPS, ETC., SHALL BE AS MANUFACTURED BY SHRINKAGE IS EXPECTED IN THE DEPTH OF THE FLOOR PLATES AND NOT IN THE LENGTH OF THE WALL 6. JOINTING: PROVIDE ADEQUATE JOINTING TO MINIMIZE EFFECTS OF VOLUME CHANGE. JOINTS SHOWN SIMPSON STRONG -TIE COMPANY OR ENGINEER APPROVED EQUAL. STUDS. MAY BE ADJUSTED AT CONTRACTOR'S OPTION, WITH PRIOR APPROVAL FROM ENGINEER. 7. WEATHER EXTREMES: COMPLY WITH ACI 305R FOR HOT WEATHER. COMPLY WITH ACI 306R FOR COLD WEATHER. 8. WATER/CEMENT RATIO SHALL NOT EXCEED 0.50 (BY WEIGHT), TYPICAL. JOBSITE SAFETY: 1. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS OR THEIR EMPLOYEES, OR FOR ACCESS, VISITS, USE, WORK, TRAVEL, OR OCCUPANCY BY ANY PERSON. ABBREVIATIONS AB ANCHOR BOLT GLB GLULAM BEAM ABV ABOVE GR GRADE AFF ABOVE FINISH FLOOR GYP GYPSUM WALL BOARD ALT ALTERNATE HDG HOT -DIPPED GALVANIZED ALUM ALUMINUM HDR HEADER APPROX APPROXIMATE HF HEM FIR AYC ALASKAN YELLOW CEDAR HGT HEIGHT BB BOX BEAM HT HEIGHT BF BOTTOM FLUSH IN INCH BLDG BUILDING JT JOINT BLKG BLOCKING MAX MAXIMUM BM BEAM MIN MINIMUM BOT BOTTOM MISC MISCELLANEOUS BP BOTTOM PLATE NB NON -BEARING BRG BEARING NO NUMBER BTWN BETWEEN OC ON CENTER BSMT BASEMENT PL PLATE B/W BOTTOM OF WALL PSF POUNDS PER SQUARE FOOT CANT CANTILEVER PSI POUNDS PER SQUARE INCH CJ CONTROL JOINT CLG. CEILING PT PRESSURE TREATED CLJ CEILING JOIST RAF RAFTER CLR CLEAR REF REFERENCE CMU CONCRETE MASONRY UNIT REINF REINFORCEMENT COL COLUMN REQD REQUIRED CONC CONCRETE REQS REQUIREMENTS CONN CONNECTION SF SQUARE FOOT COAST CONSTRUCTION SHTG SHEATHING CONT CONTINUOUS SIM SIMILAR CTR CENTER SPF SPRUCE PINE FIR DET DETAIL STD STANDARD DF DOUGLAS FIR (SOUTH) SYP SOUTHERN YELLOW PINE DFL DOUGLAS FIR LARCH T/ TOP OF DIM DIMENSION T/BM TOP OF BEAM DJ DOUBLE JOIST T/CONC TOP OF CONCRETE DIA DIAMETER T/PL TOP OF PLATE DN DOWN T/SLAB TOP OF SLAB DS DOWN SPOUT T/ST TOP OF STEEL EA EACH EF EACH FACE T/W TOP OF WALL EJ EXPANSION JOINT TF TOP FLUSH ELEV ELEVATION TJ TRIPLE JOIST EN EDGE NAILING (PANEL) TP TOP PLATE FOR ENGINEER OF RECORD TR THREADED ROD EQ EQUAL TYP TYPICAL ES EACH SIDE UNO UNLESS NOTED OTHERWISE EW EACH WAY UPA UNDER POST ABOVE FB FLUSH BEAM UWA UNDER WALL ABOVE FIN FINISH VCB (V.C.B.) VERTICAL CRUSH BLOCKING FL FLOOR VERT VERTICAL FLSHG FLASHING VIF VERIFY IN FIELD FND FOUNDATION W/ WITH FP FIREPLACE WC WESTERN CEDAR FT FOOT WP WATERPROOF FTG FOOTING WWF WELDED WIRE FABRIC GA GAUGE GALV GALVANIZED RESUB Dec 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9,. T H (/R� WAsy� F TE G\ S/0NA1- E� W Q0 z w Zo W z r� w w V z W z z z O Q w J REVISIONS �ESCRTDTMKI nATF By Zj, BDC UPDATES 12/15/22 PROJECT NAME FOLK RESIDENCE ADDITION 8718 242ND ST SW EDMONDS, WA 98026 PROJECT NUMBER S220624-4 DRAWN b r - BS CHECKED BY - MRT SHEET DATE - 08/30/2022 SCALE 24X36 SHEET:1/4"=1'-0" (n W 0 z J DC W z w J Q o U � a U ''-I w w 2 cn 17 SD-2 20'-7" F T I #4 X 24" @ 12" OC NEW STEM TO (E) `D STEMWALL, EMBED 4" W/ DRILL & EPDXY II I� 1, 6„ T_6" 51_6" 51_611 1 _611 00 �57 PT 4X6 P ST I57 1� IFS F F-1 I IL_ � L_ L_ � L_ � PT 4X6 POST PT 4X6 POST PT 4X6 POST M I20 SD-2 II 1 CRAWLSPACE 18 SD-2 18 1'-4" X 10" DP FTG SD 2 W/ (2) #4B, TYP UNO Ll 8" CONIC STEMWALL W/ #4 @ 16" OC, CTRD TYP UNO I17 20'-2" SD-2 8 3 #4 X 24" @ 12" O.C. NE 6X6 POST W/ RPBZ BASE & (2) 11 STEM TO (E) STE L, 3/8" X 5" TITEN HD EMBED 4" W/ LL & EPDXY ANCHORS s� ®� ®� �1Q ®� 157 L—® j 2,-0„ J ®� 14 SD-2 _ ® 6X6 POST W/ RPBZ BASE & (2) 3/8" X 5" TITEN HD 2' 0" 14 ANCHORS 7'-11" 7'-11" 71_0Y211 71-0Y211 SD 2 71-0Y211 PT 4X4 POST TYP, r UNO W/ ABU44 F BASE F J L- J J L_ J J N L- I � 15 �'L�� Q � 2 -0' . 7'-11" 7'-11" ti7'-0%" 7'-0%SD— " TYP 7'-0%" V-4" 6X6 POST W/ RPBZ BASE & (2) 3/8" X 5" TITEN HD ANCHORS —®�®�®� SD-2 0 I I I I I 1F71 1 7'-0%" 7'-0%" 7'-0%" 1 4 6X6 POST W/ RPBZ BASE & (2) ol�It Is 3/8" X 5" TITEN HD ANCHORS ROOF 1ST FLOOR FOUNDATION FOUNDATION PLAN FOUNDATION NOTES 1. GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER SHEET S-1. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH. PROVIDED DIMENSIONS ARE TO FACE OF CONCRETE STEM WALL OR CENTER OF INDIVIDUAL FOOTING. OUTSIDE FACE OF STEM WALL ALIGNS WITH OUTSIDE FACE OF STUD WALL UNO. STHD HOLDOWNS ARE DIMENSIONED TO CENTER OF STRAP. HDU/HD/HTT HOLDOWNS ARE DIMENSIONED TO CENTER OF ANCHOR BOLT. 3. VERIFY ALL T/CONC ELEVATIONS ON ALL CONCRETE INCLUDING PARTIAL HEIGHT RETAINING WALLS. CONCRETE TO EXTEND MIN 8" ABOVE FINISHED GRADE. PROVIDE 1" RECESS AT DOUBLE SIDED SHEARWALLS TO ACCOMODATE 3X SILL PLATE. 4. FOOTINGS ARE TO BEAR ON COMPETENT NATIVE SOIL OR STRUCTURAL FILL CAPABLE OF SUPPORTING THE ASSUMED BEARING PRESSURE PER GENERAL NOTES. REFERENCE GEOTECHNICAL REPORT (IF AVAILABLE) FOR SUBGRADE PREPARATION, FILL REQUIREMENTS, FOOTING DRAINS, AND OTHER REQUIREMENTS. REFERENCE ARCH SET (OR OTHERS IF APPLICABLE) FOR FOOTING DRAINS AROUND PERIMETER OF BUILDING. 5. PRIOR TO POURING CONCRETE CONTRACTOR SHALL LOCATE AND VERIFY LOCATIONS OF ALL FOUNDATION OPENINGS, PENETRATIONS, AND SLOPES. 6. ALL WOOD LOCATED WITHIN 8" OF FINISHED GRADE, EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL FASTENERS IN CONTACT WITH FIRE -RETARDANT OR PRESSURE -TREATED WOOD SHALL BE COVERED IN PROTECTIVE COATING (I.E. HDG OR SIM). 7. SILL ANCHOR BOLTS (J-BOLTS) SHALL BE ASTM F1554 (36KSI) HDG, ASTM A307 (36KSI) HDG OR SIM. ANCHOR BOLTS TO BE 5/8"0 X 7" MIN EMBEDMENT. SPACING PER SHEARWALL SCHEDULE (72" O.C. MAX). EACH ANCHOR BOLT TO HAVE STANDARD HDG NUT AND WASHER INSTALLED OVER 3"X3"X1/4" HDG PLATE WASHER WITH AND EDGE OF THE PLATE WASHER LOCATED WITHIN 1/2" OF SHEATHED FACE OF WALL. FOR TWO-SIDED SHEARWALLS W/ 2X6 WALL FRAMING USE 4X4X1/4" PLATE WASHERS OR STAGGER ANCHOR BOLTS SO THAT EVERY OTHER PLATE WASHER IS LOCATED WITHIN 1/2" OF EACH FACE OF THE WALL. 8. HOLDOWNS BY SIMPSON STRONG -TIE. INSTALLATION PER MANUFACTURER SPECIFICATIONS. ALTERNATIVE SOLUTIONS SHALL BE SUBMITTED TO FOR FOR APPROVAL PRIOR TO INSTALLATION. HOLDOWN THREADED RODS SHALL BE ASTM F1554 (36KSI) HDG UNO. EMBEDDED END OF THREADED ROD TO HAVE 3"X3"X1/4" HDG PLATE WASHER BETWEEN TWO HAND -TIGHTENED HDG STANDARD NUTS. 9. CJ INDICATES CONTROL JOINT. 10. FIRE -PROOFING AND MOISTURE -PROOFING REQUIREMENTS BY OTHERS. 11. EXTERIOR STAIRS AND STEEL -FRAMED STAIRS BY OTHERS. 12. TYPICAL DETAILS: • 1/SD-1 TYP STEMWALL • 2/SD-1 TYP INTERIOR FOOTING • 3/SD-1 TYP CRAWLSPACE VENT • 5/SD-1 TYP CORNER BARS REQ'T • 8/SD-1 TYP BAR BEND AND HOOK DETAIL FOUNDATION LEGEND - INDICATES STEP AT T/FOUNDATION - INDICATES STEP AT B/FOUNDATION - TANK WALL (TOP OF WALL NOT TO STEP WITHIN HATCHED REGION) - ��1 HOLDOWN BY SIMPSON (STHD/HDU/HD/HTT, TYP) J F---1 ❑ - FOOTING CENTERED ON POST (L X W X T) L___ 10 F RESUB Dec 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ���,iHURF pF wA sy ✓F w C, Y T G� S� )NAL E� W Q 0 6 in zW u J as z 0_ W z W z zz O O w J REVISIONS A DESCRIPTION DATE IBY BDC UPDATES 12/15/22 PROJECT NAME FOLK RESIDENCE ADDITION 8718 242ND ST SW EDMONDS, WA 98026 PRn'r-r-r nii'mrzr-r S220624-4 DRAWN BY - BS CHECKED BY - MRT SHEET DAT 08/30/2022 SCALt 24X36 SHEET:1/4"=1'-0" z Q a z O z Q 0 N z cn U Lu w LL w 2 cn ROOF 1ST FLOOR FOUNDATION LEVEL KEY HLIVIV JUIDI EM DIUE Ur - ROOF COLUMN, FASTEN TO COLUMN W/ (3) 1/2" THRU BOLTS, TYP FIRST FLOOR FRAMING PLAN RESUB Dec 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FLOOR FRAMING NOTES 1. GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER SHEET S-1. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH. 3. FLOOR SHEATHING PER GENERAL NOTES. ALL SHEATHING TO BE GLUED AND NAILED TO FRAMING PER MANUFACTURER RECOMMENDATIONS. USE 8d COMMON NAILS (0.131" X 2 1/2") @ 6" O.C. AT PANEL EDGES AND AT ALL FRAMING DESIGNATED "WITH EDGE NAILING" OR "W/EN", AND 12" O.C. IN THE FIELD, UNO. PANEL EDGE JOINTS TO BE STAGGERED BETWEEN ADJACENT PANELS OF SHEATHING. PROVIDE GAP BETWEEN PANELS TO ALLOW FOR NATURAL EXPANSION/CONTRACTION (1/8" GAP TYP). 4. LOCATE ALL OPENINGS AND PENETRATIONS AND VERIFY NO CONFLICT WITH FLOOR FRAMING. MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS BY OTHERS. 5. ALL WOOD LOCATED WITHIN 8" OF FINISHED GRADE, EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL FASTENERS IN CONTACT WITH FIRE -RETARDANT OR PRESSURE -TREATED WOOD SHALL BE COVERED IN PROTECTIVE COATING (I.E. HDG OR SIM). 6. ALL BEAMS SHALL BE SUPPORTED BY MIN TWO STUDS BELOW EACH END, UNLESS NOTED OTHERWISE ON PLAN. ALL BEAMS SHALL BE FRAMED FLUSH WITH JOISTS UNO. "DROPPED BEAM" OR "DB" INDICATES T/BEAM EQUAL B/JOISTS. "TOP FLUSH" OR "TF" INDICATES T/BEAM EQUAL T/JOISTS AND B/BEAM EXTENDING BELOW B/JOISTS. "BOTTOM FLUSH" OR "BF" INDICATES B/BEAM EQUAL B/JOISTS AND T/BEAM EXTENDING ABOVE T/JOISTS. 7. ALL NON -BEARING WALLS TO BE FRAMED MIN 0.25" UNDER FLOOR SYSTEM. 8. STUD QUANTITIES, POST SIZE, HOLDOWN, AND SHEARWALL REQUIREMENTS PER WALL FRAMING AND SHEARWALL PLAN BELOW. 9. ALL POSTS ABOVE THE FLOOR FRAMING SHALL BE BLOCKED WITHIN THE FLOOR DEPTH ("VERTICAL GRAIN BLKG", "VERTICAL CRUSH BLKG", OR "VCB"). BLOCKING WIDTH SHALL MATCH WIDTH OF POST OR BUNDLED STUDS ABOVE AND EXTEND FULL FLOOR DEPTH. 10. HORIZONTAL STRAPS INDICATED ON FRAMING PLANS SHALL BE CENTERED OVER THE TOP PLATE, BEAM, OR BLOCKING. STRAP LENGTH PER PLAN. 11. ALL TIES AND HANGERS TO BE MANUFACTURED BY SIMPSON STRONG -TIE. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. ALTERNATIVE SOLUTIONS SHALL BE SUBMITTED TO FOR FOR APPROVAL PRIOR TO INSTALLATION. REFER TO TYPICAL HANGER SCHEDULE FOR HANGER SIZE UNO ON PLAN OR DETAILS. 12. ENGINEERED FLOOR JOISTS AND FLOOR TRUSSES TO BE DESIGNED BY OTHERS. REFER TO STRUCTURAL GENERAL NOTES FOR SUBMITTAL INFORMATION, AND DESIGN CRITERIA. 13. FIRE -PROOFING AND MOISTURE -PROOFING REQUIREMENTS BY OTHERS. 14. TYPICAL DETAILS: • 13/SD-1 TYP DROPPED BEAM AT CUT PLATES • 17/SD-1 TYP NON -LOAD BEARING WALL FRAMING • 18/SD-1 TYP FRAMING AT INTERIOR BEARING WALL • 19/SD-1 TYP FRAMING AT INTERIOR FLUSH BEAM FRAMING LEGEND - BLOCKED FLOOR DIAPHRAGM W10X15 - STEEL BEAM (EXAMPLE) GT - GIRDER TRUSS - FLOOR BEAM ® - INTERIOR BEARING WALL -STRAP - LOW ROOF 3 1/8" X 9" GLB (FH-5) - BEAM/HEADER CALL OUT (EXAMPLE) REFERENCE TO BEAM OR TRUSS CALCULATION IN CALCULATION PACKAGE BEAM OR TRUSS MEMBER n - HANGER AS REQD z v55E5 OLn t n of,soR�R Ln Lu SIM 1�rR off ct� LL LL U I "' o O 1 r-n u- TYPICAL JOIST HANGER SCHEDULE TJI210 11 7/8" 2-PLY 11 7/8" 14" 2-PLY 14" IUS2.06/11.88 MIU4.28/11 IUS2.06/14 MIU4.28/14 2X10 1-PLY 2-PLY LUS210 LUS210-2 TYPICAL BEAM HANGER SCHEDULE LVL / LSL / PSL 1 3/4" 3 1/2" 5 1/4" 7" 11 7/8" HUS1.81/10 HHUS410 HGUS5.50/12 HGUS7.25/12 14" HUS1.81/10 HHUS410 HGUS5.50/14 HGUS7.25/14 �k.T NURF ,of WA sy ✓� Co � Y • � 4� TE G� ' S�4NAL w Q 0?Z � r w Zo �.W� z r— V zw w Z W z Z z O Q w J REVISIONS A [DESCRTPTTnKl noTF BY Al BDC UPDATES 12/15/22 PROJECT NAME FOLK RESIDENCE ADDITION 8718 242ND ST SW EDMONDS, WA 98026 PROJECT NUMBEI S220624-4 DRAWN b r - BS CHECKED BY - MRT SHEET DA7 08/30/2022 bk-MLC 24X36 SHEET:1/4"=1'-0" z Q z Q DC LL oC O 0 z LL M p ,I u w LL w 2 cn SW6 (1.1) ROOF 1ST FLOOR FOUNDATION LEVEL KEY WALL FRAMING AND SHEAR WALL NOTES 1. 2. 3. 4. 5. 2 7. 9. DEMOLISH (E) EXTERIOR WALL 10 REMOVE (E) DOOR (E) HDR TO REMAIN 11 PT 6X6 POST TYP UNO ►4 (E) NON -BEARING WALL TO BE DEMO'D, TYP. (E) OPENING AND HDR TO REMAIN TYP UNO, REPLACE WINDOW/DOOR PER ARCH L- ►31 T"'rT"_ AS REQ'D D 16" OC MAX NEW OPENING IN (E) BEARING WALL 4XIOTRH-3) - - FIRST FLOOR WALL FRAMING AND SHEAR WALL PLAN SHEAR WALL SCHEDULE 12 13. 14. 15. 16 17. GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER SHEET S-1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH. LUMBER GRADE PER GENERAL STRUCTURAL NOTES. ALL BUNDLED STUDS SPECIFIED PER PLAN SHALL BE CONNECTED TOGETHER WITH 16d @ 6"O.C. EXTERIOR WALL STUDS SHALL BE 2X6 @ 16"O.C. (!510'), 2X6 @ 12"O.C. (>10') UNO. INTERIOR WALL STUDS SHALL BE 2X4 @ 16"O.C. UNO. REFER TO ARCH SET FOR WALL THICKNESS REQUIREMENTS AT PLUMBING STACKS. ALL INTERIOR NON -BEARING WALLS TO BE FRAMED MIN 0.25" UNDER FLOOR SYSTEM. PROVIDE ONE KING STUD AND ONE JACK STUD MINIMUM AT EVERY HEADER UNO. JACK STUDS SHOULD BE CONTINUOUS TO THE FOUNDATION AND SHALL HAVE VERTICAL CRUSH BLOCKING WITHIN THE FLOOR FRAMING DEPTH MATCHING THE WIDTH OF JACK STUDS. SHEARWALL SHEATHING AND NAILING REQUIREMENTS PER SHEARWALL SCHEDULE. ALL EXTERIOR WALLS SHALL BE TYPE SW6 UNO. ALL SHEATHING PANEL EDGES TO OCCUR OVER STUDS, PLATES, RIMS OR HORIZONTAL BLOCKING. PANEL EDGE NAILING PER SHEARWALL SCHEDULE, FIELD NAILING AT 12" O.C. UNO. PROVIDE MIN TWO 2X STUDS AT EACH END OF SHEARWALL UNO. PROVIDE PANEL EDGE NAILING INTO EACH STUD AT END OF WALL. SHEARWALL PANEL EDGE STUDS INDICATE THE MINIMUM STUD WIDTH AT ABUTTING PANEL EDGES. TWO 2X STUDS ARE AN ACCEPTABLE ALTERNATE FOR 3X STUDS. TWO 2X STUDS ARE TO BE NAILED TOGETHER WITH TWO ROWS 10d NAILS AT 6" O.0 (4" O.C. @ SW2 AND 2W2). AT DOUBLE SIDED SHEARWALLS VERTICAL PANEL EDGES TO BE STAGGERED ON OPPOSITE SIDES OF THE WALL EXCEPT END OF SHEARWALL. LTP4 INSTALLED OVER PLYWOOD SHALL USE 8d COMMON NAILS (.1310 X 2.5") LTP4 INSTALLED DIRECTLY AGAINST FRAMING MAY USE 8d SHORT (.131X 1.5") RBC INSTALLED DIRECTLY AGAINST FRAMING USE 10d SHORT (.148X 1.5"). WINDOW STRAP INDICATES THAT A WINDOW IS INCORPORATED WITHIN THE SHEAR WALL. REFER TO FORCE -TRANSFER AROUND OPENING DETAIL FOR FRAMING REQUIREMENTS. STHD HOLDOWNS ARE DIMENSIONED TO CENTER OF STRAP. HDU/HD HOLDOWNS ARE DIMENSIONED TO CENTER OF ANCHOR BOLT. SILL ANCHOR BOLTS (J-BOLTS) SHALL BE ASTM F1554 (36KSI) HDG, ASTM A307 (36KSI) HDG OR SIM. ANCHOR BOLTS TO BE 5/8"0 X 7" MIN EMBEDMENT. SPACING PER SHEARWALL SCHEDULE (72" O.C. MAX). EACH ANCHOR BOLT TO HAVE STANDARD HDG NUT AND WASHER INSTALLED OVER 3"X3"X1/4" HDG PLATE WASHER WITH AND EDGE OF THE PLATE WASHER LOCATED WITHIN 1/2" OF SHEATHED FACE OF WALL. FOR TWO-SIDED SHEARWALLS W/ 2X6 WALL FRAMING USE 4X4X1/4" PLATE WASHERS OR STAGGER ANCHOR BOLTS SO THAT EVERY OTHER PLATE WASHER IS LOCATED WITHIN 1/2" OF EACH FACE OF THE WALL. ALL HANGERS TO BE MANUFACTURED BY SIMPSON STRONG -TIE. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. ALTERNATIVE SOLUTIONS SHALL BE SUBMITTED TO FOR FOR APPROVAL PRIOR TO INSTALLATION. REFER TO TYPICAL HANGER SCHEDULE FOR HANGER SIZE UNO ON PLAN OR DETAILS. FIRE -PROOFING AND MOISTURE -PROOFING REQUIREMENTS BY OTHERS. TYPICAL DETAILS: • 17/SD-1 TYP NON -BEARING WALL FRAMING • 20/SD-1 TYP TOP PLATE SPLICE • 1/SD-2 TYP NOTCHES AND HOLES IN WOOD STUDS • 3/SD-2 TYP HEADER FRAMING FRAMING AND SHEATHING LEGEND J #K #J CS 16 - HOLDOWN BY SIMPSON (STHD/MST/HDU/HD, TYP) - INDICATES THE NUMBER OF KING AND JACK STUDS - INDICATES SHEARWALL LOCATION (SW# - SHEAR WALL MARK) - HORIZONTAL STRAP (EXAMPLE) -HEADER SW6 A.1) - SHEAR WALL CALLOUT REFERENCE TO WALL DESIGNATION IN THE CALCULATION PACKAGE REFERENCE TO SHEAR WALL TYPE PER SHEAR WALL SCHEDULE 3 1/8" X 9" GLB (FH-5) - EXAMPLE REFERENCE TO BEAM OR TRUSS CALCULATION IN CALCULATION PACKAGE BEAM OR TRUSS MEMBER WALL SHEATHING PANEL EDGE NAILING (COMMON (GALV) NAILS) PANEL EDGE STUDS ANCHOR BOLTS 5/8"� EMBED 7" RIM CONNECTION AT MUD SILL/ PLATE AT ROOF EAVE TOP PLATE AT SILL PLATE (SINKER NAIL .1480 x 3 1/4") SW6 7/16" APA PLY ONE SIDE 8d AT 6" O.C. 2x 48" O.C. IN 2x PLATE LTP4 AT 24" O.C. RBC AT 16" O.C. 16d AT 6" O.C. SW4 7/16" APA PLY ONE SIDE 8d AT 4" O.C. 2x 32" O.C. IN 2x PLATE LTP4 AT 16" O.C. RBC AT 12" O.C. 16d AT 4" O.C. SW3 7/16" APA PLY ONE SIDE 8d AT 3" O.C. 3x 16" O.C. IN 2x PLATE LTP4 AT 16" O.C. RBC AT 8" O.C. 16d AT 3" O.C. SW2 7/16" APA PLY ONE SIDE 8d AT 2" O.C. 3x 12" O.C. IN 2x PLATE LTP4 AT 12" O.C. RBC AT 8" O.C. 16d AT 2" O.C. 2W4 7/16" APA PLY TWO SIDES 8d AT 4" O.C. EA SIDE 3x 24" O.C. IN 3x PLATE LTP4+A35 @ 16" O.C. EA SIDE N.A. AT ROOF EAVE (2) ROWS 16d AT 4" O.C. 2W3 7/16" APA PLY TWO SIDES 8d AT 3" O.C. EA SIDE 3x 16" O.C. IN 3x PLATE LTP4+A35 @ 16" O.C. EA SIDE N.A. AT ROOF EAVE (2) ROWS 16d AT 3" O.C. 2W2 7/16" APA PLY TWO SIDES 8d AT 2" O.C. EA SIDE 3x 16" O.C. IN 3x PLATE LTP4+A35 @ 12" O.C. EA SIDE N.A. AT ROOF EAVE (2) ROWS 16d AT 2" O.C. NOTES: 1) FOR NON -SHEAR WALL, PROVIDE ANCHOR BOLTS @ 72" O.C. RESUB Dec 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S�4NA1- E� W Q0 z w zo W w V zw z W z Zz O O w J REVISIONS A DESCRTPTrnN1 noTF BY Zj, BDC UPDATES 12/15/22 PROJECT NAME FOLK RESIDENCE ADDITION 8718 242ND ST SW EDMONDS, WA 98026 PROJECT NUMBEI S220624-4 DRAWN b r - BS CHECKED BY - MRT SHEET DA7 08/30/2022 bk-MLC 24X36 SHEET:1/4"=1'-0" z oC Q LL J .J oL J J J >Q Q oC Oo� OQ J LLJ z LL = O (n u �z w LLQ t-u w ROOF 1ST FLOOR FOUNDATION I C\/CI VF-\/ NEW 1/2" SHTHG MIN, MATCH (E) ADJACENT ROOF SHTHG 11 POST BELOW ACE6 POST CA CS14X6'-0" OVER 2X BLKG & SHTHG CS14X6'-0" OVER 2X BLKG & SHTHG POST BELOW W/ ACE6 POST CAP STRAP SIDE OF BEAM TO 4X BLKG IN (E) WALL OVER (E) SHTHG IF PRESENT REMOVE AND REPLACE SIDING AS REQUIRED LAP NEW SHTHG WITH EXISTING ROOF (2) ROWS OF EDGE NLG PER PLAN NOTES. ADD'L ROOF JOISTS SISTERED W/ 12D @ 6" OC AS REQ'D EA SIDE OF JOINT I — — — -1 _J NEW STRAPPER PLAN W/ ROOFING, REMOVE BLKG BELOW SHTHG NEW I EXISTING AND REPLACE AS REQ'D AT EXTERIOR DECK ROOF, DTT1Z @ NEW BLKG @ 48" OC 48' OC MAX W/ 3/8" LAG SCREW EMBED 3" TO (E) FRAMING (E) FRAMING, TYP (E) STUD WALL OR NEW SHTHG PER PLAN INFILL A SECTION AT ROOF JOINT ROOF FRAMING PLAN ROOF FRAMING NOTES 1. GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER SHEET S-1. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH. 3. ROOF SHEATHING PER GENERAL NOTES. ALL SHEATHING TO BE GLUED AND NAILED TO FRAMING PER MANUFACTURER RECOMMENDATIONS. USE 8d COMMON NAILS (0.131" X 2 1/2") @ 6" O.C. AT PANEL EDGES AND AT ALL FRAMING DESIGNATED "WITH EDGE NAILING" OR "W/EN", AND 12" O.C. IN THE FIELD, UNO. PANEL EDGE JOINTS TO BE STAGGERED BETWEEN ADJACENT PANELS OF SHEATHING. PROVIDE GAP BETWEEN PANELS TO ALLOW FOR NATURAL EXPANSION/CONTRACTION (1/8" GAP TYP). 4. ALL ROOF TRUSSES SHALL BE SPACED NO FURTHER APART THAN 24" O.C. AND SHALL BE CONNECTED TO TOP PLATE WITH H2.5 TIE UNO. 5. ALL GIRDER TRUSSES SHALL BE CONNECTED TO TOP PLATE WITH TWO H6 TIES UNO. 6. LOCATE ALL OPENINGS AND PENETRATIONS AND VERIFY NO CONFLICT WITH ROOF FRAMING. MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS BY OTHERS. 7. ALL BEAMS AND GIRDER TRUSSES SHALL BE SUPPORTED BY MIN TWO STUDS BELOW EACH END, UNLESS NOTED OTHERWISE ON PLAN. ALL BEAMS SHALL BE FRAMED FLUSH WITH JOISTS UNO. "DROPPED BEAM" OR "DB" INDICATES T/BEAM EQUAL B/JOISTS. "TOP FLUSH" OR "TF" INDICATES T/BEAM EQUAL T/JOISTS AND B/BEAM EXTENDING BELOW B/JOISTS. "BOTTOM FLUSH" OR "BF" INDICATES B/BEAM EQUAL B/JOISTS AND T/BEAM EXTENDING ABOVE T/JOISTS. 8. ALL NON -BEARING WALLS TO BE FRAMED MIN 0.25" UNDER FLOOR SYSTEM. 9. STUD QUANTITIES, POST SIZE, HOLDOWN, AND SHEARWALL REQUIREMENTS PER WALL FRAMING AND SHEARWALL PLAN BELOW. 10. HORIZONTAL STRAPS INDICATED ON FRAMING PLANS SHALL BE CENTERED OVER THE TOP PLATE, BEAM, OR BLOCKING. STRAP LENGTH PER PLAN UNO. 11. ALL HANGERS TO BE MANUFACTURED BY SIMPSON STRONG -TIE. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. ALTERNATIVE SOLUTIONS SHALL BE SUBMITTED TO FOR FOR APPROVAL PRIOR TO INSTALLATION. REFER TO TYPICAL HANGER SCHEDULE FOR HANGER SIZE UNO ON PLAN OR DETAILS. HANGERS FOR ROOF TRUSSES BY OTHERS. 12. ENGINEERED ROOF JOISTS AND ROOF TRUSSES TO BE DESIGNED BY OTHERS. REFER TO STRUCTURAL GENERAL NOTES FOR SUBMITTAL INFORMATION, AND DESIGN CRITERIA. 12.1. STANDARD DEAD AND LIVE LOADS SHALL BE USED FOR TRUSS DESIGN. REFERENCE STRUCTURAL GENERAL NOTES FOR MORE INFORMATION. 12.2. CHANGES TO LAYOUT MUST BE SUBMITTED TO THE ARCHITECT AND FOR FOR REVIEW AND APPROVAL. 12.3. TRUSS SUBMITTAL PACKAGE TO BE PROVIDED TO FOR FOR REVIEW. REFERENCE STRUCTURAL GENERAL NOTES FOR SUBMITTAL REQUIREMENTS. 12.4. (XXX LBS SHEAR/DRAG) INDICATES SHEAR TRANSFER LOAD. SHEAR TRUSS SHALL BE DESIGNED TO BE ABLE TO TRANSFER SPECIFIED LATERAL LOAD APPLIED AT THE TOP CHORD TO THE BOTTOM CHORD AND INTO SHEARWALL BELOW. 12.5. ROOF TRUSSES SHOULD BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE AS SPECIFIED BY THE ARCHITECT (I.E. MECHANICAL UNITS, ROOF DECKS AND PATIOS, GREEN ROOFS, SOLAR UNITS AND ETC). 12.6. TRUSS DESIGN FOR BEARING AT TOP PLATES TO BE DESIGNED FOR COMPRESSION PERPENDICULAR TO GRAIN. 13. FIRE -PROOFING AND MOISTURE -PROOFING REQUIREMENTS BY OTHERS. 14. ROOF COVERINGS AND ROOFING MATERIAL BY OTHERS. 15. ROOF DRAINAGE BY OTHERS. 16. ATTIC VENTILATION BY OTHERS. 17. FOR TYPICAL INSTALLATION DETAILS REFERENCE TO: • 17/SD-1 TYP NON -LOAD BEARING WALL FRAMING FRAMING LEGEND - GIRDER OR GABLE END TRUSS - INTERIOR BEARING WALL 3 1/8" X 9" GLB (FH-5) - EXAMPLE REFERENCE TO BEAM OR TRUSS CALCULATION IN CALCULATION PACKAGE BEAM OR TRUSS MEMBER - HANGER AS REQD 0 0 SSE �0 SIS ORSR � � S OF SZMZ�PR EX�EN� O z o O 0 LL RESUB Dec 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S�4NA1- ECG\ W Q0 z w Z o W z r� w V w Z W z zz O O w J REVISIONS A [DESCRTPTTnNl noTF BY Al BDC UPDATES 12/15/22 PROJECT NAME FOLK RESIDENCE ADDITION 8718 242ND ST SW EDMONDS, WA 98026 PROJECT NUMBEI S220624-4 DRAWN b r - BS CHECKED BY - MRT SHEET DA7 08/30/2022 bk-MLC 24X36 SHEET:1/4"=1'-0" z Q a z Q z LL U-) O LL un af O u U O wLu w 2 cn STEM WALL FOOTING SCHEDULE ISOLATED FOOTING SCHEDULE LAP SPLICE AND STANDARD HOOK LENGTH FOR CORNER BARS 52 �o FOOTING WIDTH PER PLAN FOOTING DEPTH REINFORCEMENT LONGITUDINAL TRANSVERSE 1'-4" 10" (2)#4, CONT N/A 2'-0" 1 " (3)#4, CONT N/A 2'-6" 10" (3)#4, CONT #4@12"O.0 2" 1/2" MAX Lu J ° cn Q LuLu r.7 Lu u -1 � I� I I III IIII PER PLAN PER PLAN 5/8"0 ANCHOR BOLT W/31TX3"X0.229" PLATE WASHER. SPACED PER SW SCHEDULE (4"X4"X0.229" AT ALL DOUBLE SIDED SHEARWALLS) REF FRAMING AND SHEAR DETAILS FOR FRAMING AND NAILING REQUIREMENTS J' T/CONC gk T/CONCRETE TO BE HELD DOWN 1" AT ALL DOUBLE SIDED SHEAR WALLS TO ALLOW FOR 3x SILL PLATE. LOCATE PER SHEAR WALL PLAN NOTE: AT FLUSH FRAMING REF 17/SD-2 & 18/SD-2 NOTE: SIM AT GARAGE SLAB W/BACKFILL TO B/SLAB #4H AT 12" O.C. z 0 z #4V AT 18" O.C. J Q 8TICIO BACK FILL TO T/FOOTING MIN 3" CLR REINFORCEMENT PER STEM WALL FOOTING SCHEDULE, UNO ON PLAN 1 STEM WALL AT EXTERIOR FOOTING SIZE PER PLAN REINFORCEMENT 3 #4, EA WAY, BTM 30 X 30 X 10 (4)#4, EA WAY, BTM 36" X 36" X 12" (5)#4, EA WAY, BTM 4 X 4 X 1 (5)#4, EA WAY, BTM 4 X 4 X 1 (6)#4, EA WAY, BTM POST AND POST BASE PER PLAN o OR OTHER DETAILS REINFORCEMENT PER ISOLATED Lu U II r/ FOOTING SCHEDULE 2"CLR TYP a i PER PLAN CALLOUT 2 ISOLATED INTERIOR FOOTING T/SHEATHING FLOOR SHEATHING, (3) 10d NAILS AT BLCOKING NOTES 1, CRAWLSPACE VENTILATION PER ARCHITECTURAL SHEETS 2. DO NOT LOCATE VENT WITHIN TANK WALL WITHOUT REVIEW BY FOR 3. CONTRACTOR TO LOCATE/VENTS TO AVOID BUNDLED STUDS/POSTS/POINT LOADS FROM ABOVE PER PLAN OR CONFLICT W/HOLDOWNS PER PLAN. 3 CRAWL SPACE VENTILATION 4D (21/" RATri% TYPICAL WALL STUDS, SPACING PER WALL BRACING NOTES T/ STEM WALL PT PLATE PER SW SCHEDULE ADD'L #4H X 4'-0" CONT HOR REINF #4V @ EA SIDE OF OPENING - RADIUS 4D FOR #8 AND SMALLER D = BAR DIAMETER H BAR BEND AND HOOK DETAILS � SIM AT BEAM PARALLEL TO WALL LSL RIM BEAM PE (4) 2x6 (5) 2x4 i FLOOR " AT PLATES 5TU D A35 AT STUD L PLATE 13 BEAM AT DISCONTINUOUS TOP PLATES LSL BLKG FLOOR FRAMING SILL PLATE NAILING PER PER PLAN, TYP SW SCHEDULE WALL ABOVE PER 2X4 BLKG FOR CEILING ID BLOCKING @ 48" O.C. W/ PLAN (LOCATION ATTACHMENT SPACING AS 7(2)116dNAILS EA SIDE VARIES) REQUIRED FOR GYP ATTACHMENT 1' 4" NOC CLIP EA BLOCKING DS CLIPS @ 16" O.C. NAILING ZONE NON -BEARING WALL PER PLAN WALL PARALLEL TO FLOOR FRAMING T/SHEATHING TRUSS BLKG UNDER FLOOR SHEARWALL SHEATHING, TYP SHEAR WALL PER PLAN FLOOR FRAMING PER PLAN, TYP / `DTC CLIP @ 48" O.C. V-4" NO NAILING ZONE NON -BEARING WALL PER PLAN WALL PERPENDICULAR TO FLOOR FRAMING 10d NAILING PER SW BELOW (SW6=6"O.C., SW4=4"O.C., SW2=2"O.C,) 2x10, TJI/TRUSS BLKG, OR 10d AT 6" O.C. 1 1/4" LSL or SHEAR TRUSS BLKG (SHEAR WALL ONLY) �2x10, TJI/TRUSS BLKG IT T FLOOR 16d TN AT 6" O.C. LAP JOISTS OVER BRIG WALL v INTERIOR BEARING (SHEAR WALL) LTP4 OR A35 PER SW SCHEDULE v INTERIOR BEARING (NON SHEAR WALL) BAR SIZE PER WALL LAP SPLICE LENGTH STD HOOK LENGTH #4 2'-6" 0'-8" #5 3' 0" 0' #6 3'-8" 1'-0" #8 5'-0" 1'-3" IF INTERSECTING WALLS HAVE DIFFERENT SIZE OF HORIZONTAL REINFORCEMENT, CORNER BARS MATCHING LARGER REINFORCEMENT SIZE AND SPACING TO BE USED I AD CD1 Trr STD HK INTO WALL (ALT HOOK DIRECTION) Lu U J CORNER BARS TO MATCH a LOCATION OF HORIZONTAL WALL REINFORCEMENT PLAN CORNER PLAN INTERSECTION S CORNER BARS AT CONCRETE WALLS I»_lr; SPLI( RESUB Dec 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 16D COM NAILS @ 3" STAGGER JOINT PLATE JOINT E @ STUD TYP 16D COM NAI STAGGER OTf WALL FRAMIN PLAN _S @ 12" IERWISE G PER �pF wasy�, F w Q >- 0 Z 0 w dS z Z zwz W zZ Dow J REVISIONS A DESCRIPTION DATE BY Al BDC UPDATES 12/15/22 PROJECT NAME FOLK RESIDENCE ADDITION 8718 242ND ST SW EDMONDS, WA 98026 PRn'r-r-r nii'mrzr-r S220624-4 DRAWN BY - BS CHECKED BY - MRT SHEET DAT 08/30/2022 SCALI 24X36 SHEET:1/4"=1'-0" w 2 v) 17 CEILING FRAMING AT NON -BEARING WALL 18 FLOOR FRAMING AT INTERIOR BEARING WALL 20 ELEVATION TOP PLATE SPLICE EXTERIOR OR NON -BEARING EXTERIOR OR NON -BEARING BEARING WALL WALL BEARING WALL WALL (25% WIDTH MAX) (40% WIDTH MAX) (40% WIDTH MAX) (60% WIDTH MAX) Tl 7/16" T,2 1/8" 2X4 STUDS 7/$" 17/16" o 7,2 3/16" 3 5/16" 2X6 STUDS 1 3/8" 2 3/16" 1 ALLOWABLE STUD NOTCHING AND BORING OSB PANEL AS OCCURS PER SW PLAN 2X6 PT SILL PLATE 14 =1 d' ° b I - JOIST SIZE HANGER TYPE 2X10 LUS210 OR EQ 4X10 HUS410 OR EQ 5X10 HU610-MAX OR EQ 1. HANGERS AND NAILS IN CONTACT WITH PT LUMBER TO BE GALVANIZED 2. USED 10dX1-1/2" LONG NAILS WITH 2X LEDGER ANCHOR BOLTS PER SW SCHEDULE RAISED CONCRETE AT WALL/SLAB INTERFACE 5/8" DIA X 10" LONG THREADED ROD AT 16" O.C. WITH NUT AND WASHER 5" 2X10 PT LEDGER (UNO ON PLAN) REF 1/SD-1 FOR MORE INFO TRIMMER/KING STUDS FROM HEADER ABOVE WHERE OCCURS ONE KING STUD MIN, UNO ON PLAN (TWO SHOWN) — (5)16d MIN KING STUD TO HEADER CONNECT KING AND JACK STUDS TOGETHER WITH 16d@6"O.C. STAGGERED EA PLY TRIMMER STUDS PER SCHEDULE UNO ON PLAN - (2) 2x6 FLAT VERT BLKG, MATCH FULL WALL WIDTH, AS REQ'D FLOOR CRIPPLE STUDS ABOVE HEADER TO MATCH JACK STUDS BELOW HEADER HEADER PER PLAN HEADER SIZE TRIMMER STUDS BELOW MIN LINO ON PLAN 46 (1)2x4 OR (1)2x6 48 (2)2x4 OR (1)2x6 410 (3)2x4 OR (2)2x6 3 1/8 GLB (3)2x4 OR (2)2x6 5 1/8 GLIB (3)2x6 2X LOW ROOF RAFTER PER PLAN 12 ER ARC T/FLOOR Y FRAMING , / � T/PLATE PROVIDE FUR DOWN 10d @ 6" O.C. �x� SOFFIT AT LOW CEILING 2X BIRD BLOCK i� \� RBC PER SW SCHEDULE WALL/BEAM BELOW 24" OC TYPICAL SHEATHING AND NAILING PER SW SCHEDULE SHEATHING PER OgL T/O ROOF SHEATHING 2'-0" MAX EQ & GN SOLID BLOCKING ­' H2.5 @ 48" O.C. SHEATHING/NAILING PER SW PLAN AND SCHEDULE EQ 10d AT 6" O.C. 2X RAFTERS PER PLAN W/(3) 16d NAILS AT EVERY OUTLOOKER 2X OUTLOOKERS AT 24" O.C. A35 ANGLE (OR LTP4 AT EXT SIDE) PER SW SCHEDULE 2X6 WALL STUDS @ 16" O.0 LINO PER PLAN 3 TYPICAL HEADER FRAMING 14 ROOF DETAIL 15 GABLE END FRAMING I OSB PANEL AS OCCURS PER SW PLAN 2X6 PT SILL PLA ANCHOR BOLTS PER SW SCHEDULE RAISED CONCRETE AT WALL/SLAB INTERFACE 5/8" DIA X 10" LONG THREADED ROD AT 16" O.C. WITH NUT AND WASHER a 2X10 PT LEDGER (UNO ON PLAN) REF 1/0-1 FOR MORE INFO ROOFING PER ARCH 0.148 X 3 1/4 @6"O.0 SIMILAR AT UPSLOPE CONDITION 12 PER \ ARCH RAFTERS PER PLAN SHEATHING PER ROOF PLAN RBC @ 24" O.C. H2.5 AT EACH BIRDSMOUTH OR BEVELED RAFTER PLATE AT UPLOAD CONDITION BEAM PER PLAN 10 HIP ROOF FRAMING 2X BLKG OVER SUPPORT BM FRAMING PER PLAN BEAM PER PLAN POST PER PLAN EXISTING STEM VIF POST BASE PER PLAN (2) #4 X 16", EMBED 4 W/ DRILL & a SET-XP EPDXY PC4Z @ 4X BEAM AND POST ° PC6Z @ 6X BEAM AND POST a aA PT POST PER PLAN W/ PB44 @ 4X4 OR ° 4X6 OR W/ PB66 @ 6X6 OR 6X8 POST. a _ "' FOOTING PER PLAN. SEE 2/SD-1 FOR =III IIIII=-1 1=1 2 MIN REINFOCEMENT INFO REINF PER 2/SD-1 e d 71-77�e. ° ; 77 PER PLAN oo (E) VIF I I1 I I1 � I ;IIIII .III1 I I1 I I1 I I =1 I I 14 SECTION AT FOUNDATION RESUB Dec 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S POST AT FLOOR BEAM 2x10 BLKG jjk FLOOR 16d TN AT 6" O.0 DROPPED BEAM PER PLAN 2x4x1'-O" EA SIDE W/(4)10d EA END F--2" MIN USE 6x8 POST AT BEAM SPLICE LOCATIONS, UNO PER PLAN 10d AT 6" O.C. LAP JOISTS AS REQ'D PT 4x4 (U.N.0.) POST W/ ABU44 OR ABU66 @ 6X6 POST. FOOTING PER PLAN. REF FOUNDATION DETAILS FOR MORE INFO 1 1 Li ; 1II- ���.iHURF Of WA Y TE G� S�4NAL E� w 0 0 Z Z 0 �-- w z off W z w z zZ Dow J REVISIONS A DESCRIPTION DATF RY Al BDC UPDATES 12/15/22 PROJECT NAME FOLK RESIDENCE ADDITION 8718 242ND ST SW EDMONDS, WA 98026 PR(»F("T r\II IMRr-C S220624-4 DRAWN BY - BS CHECKED BY - MRT SHEET DAT' 08/30/2022 SCAU 24X36 SHEET: 1/4"=1'-0" U) J I —I a W 0 J a � N o U 0 oC Lu Lu 17 RAISED STEM WALL 1$ RAISED STEM WALL AT PARALLEL FRAMING ZO DROPPED BEAM AND POST AT CRAWL SPACE