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APPROVED ENG BLD_PLN BLD2020-0835+Architectural_Plan+9.16.2020_12.51.39_PM
RAGSDALE RES PERMIT DRAWINGS IDENCE 44 .ram• ��• -. _ :� i- a i "7m 271, r1 iv0. - 4 l•, ""'{ M1 '-fix }� ,1=I1,tif. i _ + - �_j _ �'rtx',-. 710 �.�'�. .t t{f'a' �. •. - ti;.i,�" - +_�,• riot- - �, ,�'• foi- -0 5 Prim rI. I VICINITY MAP r 231ST ST ROBIN H ZONING MAP Elementary A 2� x ands Wo( ,OS h School Q + Hickman Park i Special Inspection report required for the installation of the Hold downs using Epoxy. This is to be provided prior to final. ENERGY/MECHANICAL CODE COMPLIANCE: 1) WORK TO COMPLY WITH THE 2015 IMC. 2) ALL NEW BATHROOMS AND TOILET ROOMS TO BE EQUIPPED WITH A MINIMUM 50 CFM INTERMITTENTLY OPERATING SOURCE SPECIFIC EXHAUST FAN. ALL KITCHENS TO BE EQUIPPED WITH A MINIMUM 100 CFM INTERMITTENTLY OPERATING SOURCE SPECIFIC EXHAUST FAN PER IRC M 1507.4. 3) INTERMITTENT WHOLE HOUSE VENTILATION TO BE PROVIDED PER IRC M1507.3. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED BY PLANNING Sep 25 2020 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. LEGAL DESCRIPTION: SHERWOOD VILLAGE BILK 001 D-00 - TR 18 CONTACT INFORMATION: ARCHITECT: REGAN McCLELLAN, AIA McCLELLAN ARCHITECTS 3309 WALLINGFORD AVE N SEATTLE, WA 98103 (206) 728-0480 regan@mccarch.com STRUCTURAL ENGINEER: GARY GILL, SE 1125 NE 152nd STREET SHORELINE, WA 98155 (206) 992-2728 gi1126608@yahoo.com PROJECT DATA: PARCEL NUMBER: 00571300101800 PROJECT ADDRESS: 10624 NOTTINGHAM RD EDMONDS, WA 98020 ZONE: RS-8 OCCUPANCY TYPE: R-3 CONSTRUCTION TYPE: V-B ENVIRONMENTALLY CRITICAL AREAS: NONE MAPPED PROJECT DESCRIPTION: REMODEL OF EXISTING SINGLE FAMILY HOME: 1ST FLOOR - BDRM 1 - DEMOLITION OF EXISTING WINDOW & WALL ABV/BELOW, NEW PATIO DOOR W/ SMALL EXTERIOR PATIO TO BE ADDED 2ND FLOOR - DEMOLITION OF EXISTING INTERIOR & EXTERIOR WALLS, WINDOWS & INTERIOR DOORS, AND PLUMBING FIXTURES. NEW LAYOUT TO CREATE ONE LARGE MAIN BEDROOM, WALK-IN CLOSET AND BATHROOM. NEW LARGER WINDOWS TO BE ADDED ON SOUTH AND EAST ELEVATIONS. BATH WINDOWS ON WEST ELEVATION TO BE REPLACED WITH NEW WINDOWS. NEW INTERIOR FRAMING, EXTERIOR FRAMING, PLUMBING FIXTURES, LIGHTING AND MECHANICAL REVISIONS. MAIN BEDROOM TO HAVE NEW ELECTRIC FIREPLACE UNIT, NO NEW VENTING TO BE REQUIRED. EXTERIOR: NEW LARGER WINDOWS ADDED. REQUIRES CHANGES TO DOWNSPOUTS AND ELECTRIC UTILITY CONNECTION. SIDING TO BE REPLACED AS NECESSARY. BUILDING AREA: FIRST FLOOR PLAN - 2,228.00 SF SECOND FLOOR PLAN - 512.00 SF TOTAL AREA 2,740.00 SF ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE CONTRACTOR: DALEN BAKSTAD BAKSTAD CONSTRUCTION 4701 SW ADMIRAL WAY # 249 SEATTLE, WA 98116 (206) 355-0277 info@bakstadconstruction.com SHEET LIST: GO.0 TITLE SHEET GO.1 GENERAL CONDITIONS + ABBREVIATIONS 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.729.0480 WWW.MCCARCH.COM COPYRIGHT 2020 McCLELLAN ARCHITECTS PROJECT: A1.1 SITE PLAN - EXISTING/PROPOSED RAGSDALE RESIDENCE 10624 NOTTINGHAM RD A2.1 FLOOR PLAN 1 & 2 - EXISTING / DEMO EDMONDS, WA 98020 A2.2 FLOOR PLAN 1 & 2 - PROPOSED REMODEL A2.3 ROOF PLAN - EXISTING / DEMO & PROPOSED REMODEL CLIENT: GEORGIA RAGSDALE A3.1 BUILDING ELEVATIONS - EXISTING 10624 NOTTINGHAM RD A3.2 BUILDING ELEVATION - PROPOSED - DETAIL EDMONDS, WA 98020 SECTION A3.3 OPENING SCHEDULE A4.1 BUILDING SECTION ISSUE: PERMIT DRAWINGS STRUCTURAL: S1.0 GENERAL NOTES & ABBREVIATIONS S2.1 1ST FLOOR FRAMING & FOUND. PLANS ISSUE: S4.1 TYP FRAMING DETAILS City Of Edmonds BuildingDepartment ----------------------- --------------------------- Work INTERIOR REMODEL AND PORCH -------------------------------------------------------- --------------------------------------------------------- Address 10624 NOTTINGHAM RD ---------------------------------------------------- Owner RAGSDALE Approved Date 9/25/2020 Building Official W. W cpfALa Permit Number' BLD2020-0835 City of Edmonds Building Department APPROVED Plans RESUB Sep 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 00 08-11-2020 PERMIT DRAWING SUBISSION 01 09-15-2020 PERMIT REVISIONS PER CITY OF EDMONDS 1 ST ROUND OF COMMENTS DATE: 09-15-2020 SHEET TITLE: TITLE SHEET SHEET: G0.0 RAGSDALE RESIDENCE PERMIT DRAWINGS ABBREVIATIONS: ABV ABOVE IBC INTERNATIONAL BUILDING CODE ACOUST ACOUSTIC ACOUSTICAL ACCY ACCESSORY INSUL INSULATION ADDM ADDENDUM INT INTERIOR ADDL ADDITIONAL JB JUNCTION BOX ADJ ADJUSTABLE JNT JOINT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE LAV LAVATORY ALT ALTERNATE, ALTERNATIVE LTG LIGHTING ALUM ALUMINUM MATL MATERIAL ANCH ANCHOR MAX MAXIMUM APPROX APPROXIMATELY MDO MEDIUM DENSITY OVERLAY ARCH ARCHITECT, ARCHITECTURAL MDF MEDIUM DENSITY FIBER BOARD BB BASEBOARD BLDG BUILDING MECH MECHANICAL BLKG BLOCKING MFR MANUFACTURER BLW BELOW MIN MINIMUM BM BEAM MO MASONRY OPENING B/O BOTTOM OF MTL METAL BRW BOARD N NORTH (N) NEW CAB CABINET NIC NOT IN CONTRACT CALC CALCULATION NTS NOT TO SCALE CL CENTERLINE CJNT CONTROL JOINT OCCUP OCCUPANTS, OCCUPANCY CLG CEILING OL OCCUPANCY LOAD CLR CLEAR O/ OVER CMU CONCRETE MASONRY UNIT OC ON ER CNTR COUNTER, COUNTER SUNK OPG OPENING COL COLUMN OPP OPPOSITE CONIC CONCRETE ORD OVERFLOW ROOF DRAIN CONT CONTINUOUS CORR CORRIDOR CPT CARPET PNT PAINT CT CERAMIC TILE PEN PENETRATION CTR CENTER PERP PERPENDICULAR Pi PANEL JOINT DBL DOUBLE PL PROPERTY LINE DEG DEGREE PLAM PLASTIC LAMINATE DEPT DEPARTMENT PLWD PLYWOOD DIA DIAMETER PR PAIR DIM DIMENSION PRELIM PRELIMINARY DISP DISPENSER PT PRESSURE TREATED DN DOWN PTN PARTITION DS DOWN SPOUT DW DISHWASHER R RISER DWG DRAWING REC RECCOMENDED E EAST REF REFERANCE EA EACH REFR REFRIGERATOR EL ELEVATION REINF REINFORCED ELEV ELEVATOR REQD REQUIRED ENGR ENGINEER RET RETAINING EQ EQUAL R O ROUGH OPENING EQUIP EQUIPMENT S SOUTH EQUIV EQUIVALENT SC SOLID CORE EXP EXPANSION, EXPOSED SCHED SCHEDULE &, EXST EXISTING SCWD SOLID CORE WOOD XT EXTERIOR SF SQUARE FEET, SQUARE FOOT FAB FABRICATE SG SAFETY GLAZING FD FDN FLOOR DRAIN FOUNDATION SHTG SHEATHING FIE FIRE EXTINGUISHER SIM SIMILAR FEC FIRE EXTINGUISHER CABINET SPEC SPECIFICATION FF FINISH FLOOR Q FIN FINISH SS STAINLESS STEEL R STD STANDARD FT FEETFLFOOT STL STEEL FTG FOOTING STOR STORAGE FUR FURRING, FURRED STRUCT STRUCTURAL FV FIELD VERIFY T TEMPERED SAFETY GLASS GA GAUGE T&B TOP AND BOTTOM GALV GALVANIZED TEMP TEMPORARY GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GL GLASS, GLAZING THRU THROUGH GIRT GROUT T/O TOP OF GWB GYPSUM WALL BOARD TOM TOP OF MASONRY TOS TOP OF STEEL HB HOSE BIB TOSL TOP OF SLAB HD HEAD TOW TOP OF WALL HDWD HARDWOOD TYP TYPICAL HDR HEADER HM HOLLOW METAL UNO UNLESS NOTED OTHERWISE HORIZ HORIZONTAL HR HOUR VERT VERTICAL HT HEIGHT VTO VENT TO OUTSIDE VTR VENT THROUGH ROOF W WEST W/ WITH W/O WITHOUT WND WINDOW WD WOOD W/R WATER RESISTANT WWF WELDED WIRE FABRIC GENERAL PLAN NOTES: GENERAL CONSTRUCTION NOTES: 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.729.0480 WWW.MCCARCH.COM COPYRIGHT 2020 McCLELLAN ARCHITECTS 1) REFER TO SHEET A5.0 FOR WALL, 1) THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS FLOOR AND ROOF ASSEMBLY TYPES WITH EACH OTHER AND WITH INFORMATION FURNISHED BY THE OWNER AND SHALL AT ONCE REPORT TO THE ARCHITECT ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. IF THE 2) ALL DIMENSIONS ARE TO FACE OF CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVES A RECOGNIZED STUD OR FACE OF CONCRETE ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE UNLESS OTHERWISE NOTED TO THE ARCHITECT, THE CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE PROJECT: 3) INTERIOR DOORS TO BE INSTALLED COSTS FOR CORRECTION. RAGSDALE RESIDENCE 4-1/2" FROM FACE OF STUD TO EDGE OF 10624 NOTTINGHAM RD ROUGH OPENING IF NOT DIMENSIONED 2) BEFORE ORDERING MATERIALS OR DOING ANY WORK, THE GENERAL CONTRACTOR AND EDMONDS, WA98020 ALL OF THE SUB -CONTRACTORS SHALL VERIFY ALL MEASUREMENTS ON THE DRAWINGS AND 4) ALL WINDOW DIMENSIONS ARE TO AT THE CONSTRUCTION SITE, AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. NO ROUGH OPENING EXTRA COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND THOSE INDICATED ON THE DRAWINGS. ANY DISCOVERED DIFFERENCES CLIENT: GEORGIA RAGSDALE 5) REFER TO STRUCTURAL DOCUMENTS SHALL BE REPORTED TO THE ARCHITECTS FOR DESIGN CONSIDERATIONS BEFORE 10624 NOTTINGHAM RD FOR ALL CONCRETE & FRAMING PROCEEDING FURTHER WITH THE WORK. THE CONTRACTOR IS HEREBY ADVISED THAT THE EDMONDS, WA 98020 INFORMATION DRAWINGS ARE NOT TO SCALE. 3) WORK SHALL CONFORM TO APPLICABLE CODES AND REGULATIONS OF AGENCIES HAVING JURISDICTION. ISSUE: SYMBOLS: 4) CONTRACTOR SHALL KEEP ALL AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND PERMIT DRAWINGS DEBRIS. W101 WINDOW TYPE 5) CONTRACTOR SHALL REPAIR DAMAGED SURFACES WHICH WERE DAMAGED BY ISSUE: CONSTRUCTION OR CLEAN-UP, AND CORRECT CONDITIONS TO MATCH SURROUNDING FINISHED 00 08-11-2020 PERMIT DRAWING SUBISSION ED101 EXTERIOR DOOR CONDITIONS. TYPE 01 09-15-2020 PERMIT REVISIONS PER CITY OF 6) REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED EDMONDS 1 ST ROUND OF D101 DOOR TYPE AS DRAWN IN FULL. COMMENTS E1 ASSEMBLY TYPE 7) DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF CONCRETE AND TO THE FACE OF STUD, UNLESS OTHERWISE NOTED. FIELD VERIFY ALL DIMENSIONS. SECTION CALL OUT 8) FIELD VERIFY MILLWORK DIMENSIONS AND ALL WINDOW AND DOOR DIMENSIONS. 1 A3.2 9) PROTECT ALL PORTIONS OF THE EXISTING BUILDING OR SITE NOT SCHEDULED TO BE REMOVED, IF APPLICABLE, AND REPLACE OR REPAIR ALL SUCH ITEMS DAMAGED DURING O SMOKE DETECTOR CONSTRUCTION. PROVIDE PROTECTION AGAINST INCLEMENT WEATHER, WIND, FROST, EXCESSIVE HEAT, VANDALISM, AND ALL WORKERS, DELIVERY PERSONNEL, SUB -CONTRACTORS CM CARBON MONOXIDE DETECTOR AND BUILDING INSPECTORS SO AS TO MAINTAIN ALL WORK, MATERIAL, APPARATUS AND FIXTURES FREE FROM DAMAGE, INCLUDING SURFACE SCRATCHES AND BLEMISHES. ALL NEW 100 CFM FAN AND EXISTING WORK LIKELY TO BE DAMAGED SHALL BE APPROPRIATELY COVERED OR G PROTECTED AT ALL TIMES. PROTECT ALL PLANTING AREAS FROM FOOT OR WHEEL TRAFFIC, D.S. DOWNSPOUT AND AVOID CRUSHING SAME DUE TO STORED MATERIAL.S. O�r ® FLOOR DRAIN 10) EXCAVATION TO FOLLOW GUIDELINES OF GEOTECHNICAL REPORT qv�olF.D. H.B. HOSE BIB DATE: 09-15-2020 SHEET TITLE: GENERAL CONDITIONS + ABBREVIATIONS SHEET: RESUB Sep 17 2020 CITY OF EDMONDS G011 DEVELOPMENT SERVICES DEPARTMENT t z PARCEL NUMBER: PROJECT ADDRESS: ZONE: ICY TYPE: CTION TYPE: SITE PLAN 1/8" = 1'-0" 00571300101800 10624 NOTTINGHAM RD EDMONDS, WA 98020 RS-8 R-3 V-B r1ENTALLY CRITICAL AREAS: NONE MAPPED DESCRIPTION: OF EXISTING SINGLE FAMILY HOME: R - BDRM 1 - DEMOLITION OF EXISTING K WALL ABV/BELOW, NEW PATIO DOOR W/ TERIOR PATIO TO BE ADDED 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.729.0480 WWW.MCCARCH.COM COPYRIGHT 2020 McCLELLAN ARCHITECTS IR - DEMOLITION OF EXISTING INTERIOR & WALLS, WINDOWS & INTERIOR DOORS, AND FIXTURES. NEW LAYOUT TO CREATE ONE kIN BEDROOM, WALK-IN CLOSET AND M. NEW LARGER WINDOWS TO BE ADDED ON JD EAST ELEVATIONS. BATH WINDOWS ON :VATION TO BE REPLACED WITH NEW i. NEW INTERIOR FRAMING, EXTERIOR PLUMBING FIXTURES, LIGHTING AND ;AL REVISIONS. MAIN BEDROOM TO HAVE NEV PROJECT: FIREPLACE UNIT, NO NEW VENTING TO BE RAGSDALE RESIDENCE 10624 NOTTINGHAM RD NEW LARGER WINDOWS ADDED. REQUIRES EDMONDS, WA 98020 TO DOWNSPOUTS AND ELECTRIC UTILITY ION. SIDING TO BE REPLACED AS NECESSARY ) YARDS: ,RD = 25-0" ;D = 15'-0" DS = T-6" EACH SIDE GROSS SQUARE FOOTAGE: ZEA (HEATED): CLIENT: GEORGIA RAGSDALE 10624 NOTTINGHAM RD EDMONDS, WA 98020 IOR PLAN - 2,228.00 SF =LOOR PLAN - 512.00 SF ISSUE: TOTAL 2,740.00 SF PERMIT DRAWINGS ,EA(UNHEATED) D GARAGE 395.60 SF AL ISSUE: =RAGE: Op 08-11-2020 PERMIT DRAWING SUBISSION Y AREA (.30 ACRES) 13,033.00 SF 01 09-15-2020 PERMIT REVISIONS PER CITY OF EDMONDS 1ST ROUND OF WABLE IMPERVIOUS AREA COMMENTS OF SITE AREA) 4,561.55 SF - HOUSE ROOF AREA 2,633.20 SF - GARAGE ROOF AREA 452.90 SF - DRIVEWAY 266.20 SF - CONCRETE PATHWAYS 593.60 SF RVIOUS TOTAL 3,945.90 SF RVIOUS REMAINING 616.55 SF 'SURFACES JTH WOOD DECK 117.00 SF - ENTRY WOOD PORCH 457.90 SF - SOUTHWEST DECK 341.50 SF - EAST POND DECK 76.70 SF VIOUS TOTAL 983.10 SF AL SITE COVERAGE 4,929.00 SF 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. JER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE N�s Z/CONTRACTOR RESPONSIBLE FOR LOCATING 31TE UTILITIES. RELOCATION/REVISION TO ANY -ITIES MAY REQUIRE A SEPERATE PERMIT. ENGINEERING DIVISION APPROVED AS NOTED DATE: 09-15-2020 SHEET TITLE: SITE PLAN EXISTING 1 PROPOSED 6y:19:11 RESUB -Sep 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al 1 1 N 2 2ND FLOOR PLAN -�EXS�TID�EMO�. 1/4" 1' 0" O O 91 1ST FLOOR PLAN - EXST./DEMO. 1/4" 1' 0" 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.729.0480 WWW.MCCARCH.COM COPYRIGHT2020 McCLELLAN ARCHITECTS PROJECT: RAGSDALE RESIDENCE 10624 NOTTINGHAM RD EDMONDS, WA 98020 CLIENT: GEORGIA RAGSDALE 10624 NOTTINGHAM RD EDMONDS, WA 98020 ISSUE: PERMIT DRAWINGS ISSUE: 00 08-11-2020 PERMIT DRAWING SUBISSION 01 09-15-2020 PERMIT REVISIONS PER CITY OF EDMONDS 1ST ROUND OF COMMENTS Q��M�� ORP�\NGS DATE: 09-15-2020 1. REFER TO STRUCTURAL DOCUMENTS FOR ALL 1. DEMO EXISTING WINDOW & DOORS. SHEET TITLE: CONCRETE AND FRAMING SPECIFICATIONS 2. DEMO EXISTING FLAT CEILING 3. DEMO EXISTING LL SECTION NEW DOOR OR 2. ALL WALL TYPES TO BE XX UNO. WINDOW. FLOOR PLAN 1 & 2 4. DEMO EXISTING NTER OR WAALLSOR 0 3. REFER TO SHEET A5.1 FOR WALL, FLOOR AND ROOF 5. EXISTING POWER METER & ELECTRICAL SUPPLY EXISTING / DEMO ASSEMBLY TYPES 6. DEMO AND RELOCATE EXISTING DOWNSPOUT FROM GUTTER 4. ALL DIMENSIONS ARE TO FACE OF FRAMING OR FACE 7. EXISTING ROOFTOP CONDUIT RISER FOR ELEC. UTIL OF CONCRETE, UNO. CONNECTION SHEET: 8. DEMO/RE-ROUTE EXISTING CONDUIT FROM ROOFTOP UTIL FLOOR AREA: CONNECTION TO ELEC METER • FIRST FLOOR PLAN - 2,228.00 SIF RES U B • SECOND FLOOR PLAN - 512.00 SF Sep 17 2020 A201 TOTAL AREA 2,740.00 SF CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I EMERGENCY ESCAPE AND RESCUE OPENINGS ■ SHALL BE INSTALLED IN BASEMENTS, I HABITABLE ATTICS, AND IN SLEEPING ROOMS; I ■ OPENABLE W/O USE OF KEYS, TOOLS, OR SPECIAL KNOWLEDGE. IRC R310 ■ * MIN. 5.7 SF NET CLR OPENABLE AREA i * MIN. 24" NET CLR OPENABLE HEIGHT I * MIN. 20" NET CLR OPENABLE WIDTH * MAX. 44" FINISHED SILL HEIGHT SAFETY GLASS REQUIRED IN i HAZARDOUS LOCATIONS PER IRC R308.4 1 29'-10" 10'- 1 %211 1z EQ 08 W205 01 W207 209 CO D W206 W208 W2 EG ESS CD _1 10 � D202 01 0 a I j I �m NEW CN 0- Q _ =N BEDROOM o N o Q rn 201 %0 12 13'-0"xl 4'-6" - 11 o w7 01 p o C cn U, c D201 M w N O O co ch SD BUILT-IN CABINET 5'-1%2" 1 7'-10%211 / 1 1A4.1 10 D203 NEWWALK-IN CL T I 8'-211x 11'-0" �13 H MIRROR HALL 2 55 1D206 8'-2"x3'-3F_ = 8'-1%" 2 W214 01 W215 NEW BATH 203 8'-0"xl 4'-6" D204 NEW TOILET 204 2'-$!!4'-7 DN LINEN N CLOSET 4'-0/211 21 8, 2„ 8'-1Y211 2 2ND FLR PLAN -PROPOSED REMODEL 1/4., 1' 0" N S T co I WALLSEXISTING NEW FRAMED 1 .......... CHIMNEY :......... .......... :......... .......... BRICK .......... ,......... ,................... ,................... N C C C 1ST FLR PLAN -PROPOSED REMODEL GENERAL NOTES: 1. REFER TO STRUCTURAL DOCUMENTS FOR ALL CONCRETE AND FRAMING SPECIFICATIONS 2. ALL WALL TYPES TO BE XX LINO. 0 3. REFER TO SHEET A5.1 FOR WALL, FLOOR AND ROOF ASSEMBLY TYPES 4. ALL DIMENSIONS ARE TO FACE OF FRAMING OR FACE OF CONCRETE, LINO. FLOOR AREA: • FIRST FLOOR PLAN - 2,228.00 SF • SECOND FLOOR PLAN - 512.00 SF TOTAL AREA 2,740.00 SF KEY NOTES: 1. NEW WINDOWS 2. NEW PATIO DOOR 3. NEW PATIO AT GROUND LEVEL 4. EGRESS WINDOW 5. EXISTING WINDOW TO REMAIN 6. EXISTING DOOR TO REMAIN 7. EXISTING POWER METER, RE-REOUTE UTILITY POWER FROM ROOFTOP AROUND NEW WINDOW 8. RELOCATE DOWNSPOUT 9. EXISTING ROOFTOP CONDUIT RISER FOR ELEC. UTIL CONNECTION 10. NEW SLOPED CEILING TO MATCH ROOF SLOPE 11. INTERIOR CEILING PEAK, ADD EXPOSED BEAM FOR STRUCT. SUPPORT 12. NEW FRAMED WALL TO FILL IN DEMO'ED WINDOW 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.729.0480 WWW.MCCARCH.COM COPYRIGHT2020 McCLELLAN ARCHITECTS PROJECT: RAGSDALE RESIDENCE 10624 NOTTINGHAM RD EDMONDS, WA 98020 CLIENT: GEORGIA RAGSDALE 10624 NOTTINGHAM RD EDMONDS, WA 98020 ISSUE: PERMIT DRAWINGS ISSUE: 00 08-11-2020 PERMIT DRAWING SUBISSION 01 09-15-2020 PERMIT REVISIONS PER CITY OF EDMONDS 1ST ROUND OF COMMENTS Q��M�� ORP�\NGS DATE: 09-15-2020 SHEET TITLE: FLOOR PLAN 1 & 2 EXISTING / DEMO SHEET: 13. NEW SINK + NEW FAUCET RES B 14. NEW BATH U 15. NEW SHOWER Sep 17 2020 16. NEW TOILET 17. NEW WC VENT FAN, 50 CFM CITY DEVE O MFENT SOERVICES A202 18. NEW BATH VENT FAN, 90 CFM DEPARTMENT Lo 30'-11" 21'-11%2" L DOCUMENTS FOR ALL VG SPECIFICATIONS >-UNO. :OR WALL, FLOOR AND ROOF O FACE OF FRAMING OR FACE KEY NOTES: 1. EXISTING SKYLIGHT TO REMAIN 2. EXISTING CHIMNEY 3. EXISTING TRELLIS 4. EXISTING SLOPED ROOF 5. EXISTING FLAT ROOF 6. EXISTING CONDUIT RISER W/ CONNECTION TO ELEC. LINE. 7. BUILDING OUTLINE 8. T/O SLOPING ROOF PEAK ROOF PLAN 1 /4" =1.4. 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.729.0480 WWW.MCCARCH.COM COPYRIGHT2020 McCLELLAN ARCHITECTS PROJECT: RAGSDALE RESIDENCE 10624 NOTTINGHAM RD EDMONDS, WA 98020 CLIENT: GEORGIA RAGSDALE 10624 NOTTINGHAM RD EDMONDS, WA 98020 ISSUE: PERMIT DRAWINGS ISSUE: 00 08-11-2020 PERMIT DRAWING SUBISSION 01 09-15-2020 PERMIT REVISIONS PER CITY OF EDMONDS 1ST ROUND OF COMMENTS Q��M�� ORP�\NGS DATE: 09-15-2020 SHEET TITLE: ROOF PLAN - EXST.IDEMO & PROPOSED REMODEL SHEET: -RESUB Sep 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A203 N os os CHIMNEY 2 NORTH ELEVATION�-EX�STJ�DEM�0. E�LEV�ATIO�N-EXST./DEMO. 0" 3 WEST ELEVATION -�EXS�TID�EMO. 4 SOUT�HE EVATION - EXST./DEMO. 1/4 1 0 GENERAL NOTES: 1. REFER TO STRUCTURAL DOCUMENTS FOR ALL CONCRETE AND FRAMING SPECIFICATIONS 2. ALL WALL TYPES TO BE XX LINO. 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 H: 206.729.0480 WWW.MCCARCH.COM COPYRIGHT 2020 McCLELLAN ARCHITECTS PROJECT: RAGSDALE RESIDENCE 10624 NOTTINGHAM RD EDMONDS, WA 98020 1911101011 GEORGIA RAGSDALE 10624 NOTTINGHAM RD EDMONDS, WA 98020 ISSUE: PERMIT DRAWINGS ISSUE: 00 08-11-2020 PERMIT DRAWING SUBISSION 03 o1 09-15-2020 PERMIT REVISIONS PER CITY OF EDMONDS 1ST ROUND OF COMMENTS 3. REFER TO SHEET A5.1 FOR WALL, FLOOR AND ROOF ASSEMBLY TYPES 4. ALL DIMENSIONS ARE TO FACE OF FRAMING OR FACE OF CONCRETE, UNO. DATE: KEY NOTES: 1. DEMO EXISTING WINDOW & DOORS. 2. DEMO EXISTING DOOR CANOPY 3. DEMO EXISTING WALL SECTION FOR NEW DOOR OR WINDOW. 4. EXISTING POWER METER & ELECTRICAL SUPPLY 5. EXISTING WINDOW TO REMAIN 6. EXISTING DOOR TO REMAIN 7. DEMO AND RELOCATE EXISTING DOWNSPOUT FROM GUTTER 8. EXISTING ROOFTOP CONDUIT RISER FOR ELEC. UTIL CONNECTION 9. DEMO/RE-ROUTE EXISTING CONDUIT FROM ROOFTOP UTIL CONNECTION TO ELEC METER RESUB Sep 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 09-15-2020 SHEET TITLE: ELEVATIONS EXISTING / DEMO 61:I4:1N NHS A301 t / ,` T/O CHIMNEY 2 NORTH ELEVATION -PROPOSEDEAST E�LEV�ATION-PROPOS�ED 1/4 1 0 0" 3 WEST)EIIV�ATION-�PRO�POS�ID. 11 1' 0" 1'-6" U) GENERAL NOTES: 1. REFER TO STRUCTURAL DOCUMENTS FOR ALL CONCRETE AND FRAMING SPECIFICATIONS 2. ALL WALL TYPES TO BE XX LINO. 3. REFER TO SHEET A5.1 FOR WALL, FLOOR AND ROOF ASSEMBLY TYPES 4. ALL DIMENSIONS ARE TO FACE OF FRAMING OR FACE OF CONCRETE, UNO. KEY NOTES: 1. NEW WINDOWS 2. NEW PATIO DOOR 3. NEW PATIO AT GROUND LEVEL 4. EGRESS WINDOW 5. EXISTING WINDOW TO REMAIN 6. EXISTING DOOR TO REMAIN 7. EXISTING POWER METER, RE-REOUTE UTILITY POWER FROM ROOFTOP AROUND NEW WINDOW 8. RELOCATE DOWNSPOUT 9. EXISTING ROOFTOP CONDUIT RISER FOR ELEC. UTIL CONNECTION 10. POST (PRESSURE -TREATED FOR GROUND CONTACT) 11. lX4 IPE DECKING 12. 1X IPE EDGE TRIM 13. RIM JOIST 14. STEP RISER (PRESSURE -TREATED FOR GROUND CONTACT) 15. DECK JOIST (PRESSURE -TREATED LUMBER) 16. CONCRETE LAG BOLTS 17. LEDGER (PRESSURE -TREATED LUMBER) m 5 23 15 PROPOSED DECK SECTION = 1'-01, WINDOW NOTES: 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.729.0480 WWW.MCCARCH.COM COPYRIGHT 2020 McCLELLAN ARCHITECTS PROJECT: RAGSDALE RESIDENCE 10624 NOTTINGHAM RD EDMONDS, WA 98020 CLIENT: GEORGIA RAGSDALE 10624 NOTTINGHAM RD EDMONDS, WA 98020 1. ALL NEW WINDOWS AND SLIDING DOORS WILL BE A DOUBLE ISSUE: GLAZED, ALUMINUM CLAD SYSTEM PERMIT DRAWINGS 2. WINDOW U-VALUE: 0.28 LowE II, ARGON 3. ALL WINDOWS, DOORS, AND GARAGE DOORS ARE ROUGH OPENING SIZES 4. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ORDERING WINDOWS AND DOORS ISSUE: 5. CONTRACTOR TO CONFIRM THAT ALL SAFETY GLAZING COMPLIES WITH 2O15 IRC R.308 A08-11-2020 PERMIT DRAWING SUBISSION 6. THE'NFRC' WINDOW STICKERS ARE TO BE ON EACH WINDOW AT THE TIME OF FRAMING INSPRECTION 03 01 09-15-2020 PERMIT REVISIONS PER CITY OF WINDOW KEY: EDMONDS 1ST ROUND OF COMMENTS S.G. - SAFETY GLASS; TEMPERED 18. JOIST HANGER 19. EXISTING CONIC FOUNDATION WALL & FOOTING 20. GRAVEL AT BASE OF POST 21. FINISHED WALL FACE 22. NEW 3 PANEL DOOR (ED101) 23. 2' GAP MIN FOR DRAINAGE 24. INTERIOR FINISHED FLOOR . �� Sep 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES NHS DATE: 09-15-2020 SHEET TITLE: ELEVATIONS - PROPOSED + OPENING SCHEDULE SHEET: A302 t 2. 3. 4. 5. 6. 7. Safety glazing (SG) to be provided where required by IRC R308.4. Refer to plans for safety glazing locations. Each pane of safety glazing shall be identified by a label in accordance with the IRC. Emergency escape and rescue openings shall be installed per IRC R310. See plans for locations. All emergency escape and rescue openings shall have a minimum net clear opening of 5.7SF. The minimum net clear opening height shall be no less than 24", clear opening width no less than 20", with a finished sill height not more than 44" above the floor. Window supplier/manufacturer to field verify all rough openings, window divisions, and operation prior to production of all windows. All window finishes per architect. Window supplier to submit color sample for approval by architect/owner. Windows within 10'-0" of grade (or accessible deck) shall be capable of being locked. All glazing to have an area weighted average U-factor of 0.28 max per the WSEC and using the prescriptive option based in table 402.1.1. Manufacturer to confirm during shop drawing process. Safety glazing to be provided when adjacent to stairways and landings within 36" horizontally of a walking surface. A B C W EXTERIOR WINDOWS MARK WINDOW SIZE (FT) AREA (SF) U-FACTOR UA QTY TOTAL AREA TOTAL UA WINDOW TYPE GENERAL WINDOW NOTES LENGTH x HEIGHT W201 3.00 4.67 14.01 0.28 3.92 1 14.01 3.92 (B) CASEMENT SAFETY GLASS W202 3.00 2.00 6.00 0.28 1.68 1 6.00 1.68 (A) FIXED SAFETY GLASS W203 3.00 4.67 14.01 0.28 3.92 1 14.01 3.92 (B) CASEMENT SAFETY GLASS W204 3.00 2.00 6.00 0.28 1.68 1 6.00 1.68 (A) FIXED SAFETY GLASS W205 5.13 4.67 23.93 0.28 6.70 1 23.93 6.70 (A) FIXED SAFETY GLASS W206 5.13 2.00 10.26 0.28 2.87 1 10.26 2.87 (A) FIXED SAFETY GLASS W207 5.13 4.67 23.96 0.28 6.71 1 23.96 6.71 (A) FIXED SAFETY GLASS W208 5.13 2.50 12.83 0.28 3.59 1 12.83 3.59 (A) FIXED SAFETY GLASS W209 2.50 4.67 11.68 0.28 3.27 1 11.68 3.27 (B) CASEMENT SAFETY GLASS W210 2.50 2.00 5.00 0.28 1.40 1 5.00 1.40 (A) FIXED SAFETY GLASS W211 1.50 3.17 4.75 0.28 1.33 1 4.75 1.33 (C) AWNING W212 2.50 4.67 11.68 0.28 3.27 1 11.68 3.27 (B) CASEMENT SAFETY GLASS W213 2.50 2.00 5.00 0.28 1.40 1 5.00 1.40 (A) FIXED SAFETY GLASS W214 5.67 4.67 26.48 0.28 7.41 1 26.48 7.41 (A) FIXED SAFETY GLASS W215 5.67 2.00 11.34 0.28 3.18 1 11.34 3.18 (A) FIXED SAFETY GLASS W216 5.08 2.50 12.71 0.28 3.56 1 12.71 3.56 (C) AWNING W217 1.83 2.50 4.58 0.28 1.28 1 4.58 1.28 (C) AWNING GLAZED DOOR SCHEDULE MARK DESCRIPTION DOOR SIZE (FT) AREA (SF) U-FACTOR UA QTY TOTAL AREA TOTAL UA FRAME MATERIAL DOOR PANEL DOOR TYPE FINISH MODEL GENERAL NOTES LENGTH x HEIGHT GROUND FLOOR ED101 I ( C ) GLASS LIFT - SLIDE DOOR 7.63 6.75 51.47 0.28 14.41 1 51.47 14.41 ALUMINUM GLASS K XXX (3 SLIDER) TOTAL FROM WINDOW SCHEDULE: TOTAL FROM GLAZED DOOR SCHEDULE: TOTAL VERTICAL GLAZING WEIGHTED AVERAGE U-FACTOR DOOR NOTES 1. Safety Glazing (SG) to be provided where required by IRC R308.4. All glazing subject to human impact shall be tempered, safety glazing as required by the IRC. Provide safety glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24" arc of either vertical edge or the door in a closed position and where the bottom edge of the glazing is less than 60" above the walking surface. Provide safetyglazing for panels over 9SF and within 18'' vertical and 36" horizontal of any walking surface. Provide safety glazing in all shower doors, shower enclosures, bathtub enclosures, or bathtub doors. Glass enclosure doors and panels must be labeled category II, and doors must swing outward. Refer to plans for safety glazing locations. Each pane of safety glazing shall be identified by a label in accordance with the IRC. 2. Door frames and frame anchorage shall be installed according to the conditions of their listing. AREA (SF) UA AVG. U-FACTOR 204.20 57.18 0.28 51.47 14.41 0.28 255.67 71.59 0.28 3. All exterior doors, except garage doors, to be 9. Door thresholds shall not exceed 1 /2" in height provided with mortise lock and deadbolt. above finished floor. Minimum 1 /2" throw dead latch for doors per IRC R329. 10. All bedroom, bathroom, and powder room doors to be provided with privacy locks. 4. All glazed doors to have an area weighted average U-factor of 0.28 max. per the WSEC 11. Operation, hinging, pocketing or sliding per using the prescriptive option. plans. 5. 1 1 /2" maximum threshold for all exterior doors 12. All interior doors to be painted wood solid core. swinging out to the exterior. (IRC R31 1.3) 13. Door supplier/manufacturer to field verify all 6. Exterior doors to have a U-factor of 0.20 max rough openings and operation prior to per the WSEC prescriptive option. production of the doors. 7. Fire doors, windows, and dampers shall have anl4. Sizes noted are for reference only, field verify approved label or listing mark, indicating R.O. size before ordering doors. fire -protection rating, which is visible for inspection and permanently affixed at the time 15. Door glazing to be argon filled, 1 " 366 I.G. of manufacture. 8. All exterior, mechanical room doors shall be insulated, with interlocking lowrise thresholds and weatherstripping. 16. Windows and doors shall limit infiltration per ASTM E 283-73. RESUB Sep 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.729.0480 WWW.MCCARCH.COM COPYRIGHT 2020 McCLELLAN ARCHITECTS PROJECT: RAGSDALE RESIDENCE 10624 NOTTINGHAM RD EDMONDS, WA 98020 CLIENT: GEORGIA RAGSDALE 10624 NOTTINGHAM RD EDMONDS, WA 98020 ISSUE: PERMIT DRAWINGS ISSUE: 00 08-11-2020 PERMIT DRAWING SUBISSION 01 09-15-2020 PERMIT REVISIONS PER CITY OF EDMONDS 1ST ROUND OF COMMENTS NHS DATE: 09-15-2020 SHEET TITLE: OPENING SCHEDULES SHEET: A303 GENERAL NOTES: KEY NOTES: 1. REFER TO STRUCTURAL DOCUMENTS FOR ALL CONCRETE AND FRAMING SPECIFICATIONS 2. ALL WALL TYPES TO BE XX UNO. 3. REFER TO SHEET A5.1 FOR WALL, FLOOR AND ROOF ASSEMBLY TYPES 4. ALL DIMENSIONS ARE TO FACE OF FRAMING OR FACE OF CONCRETE, UNO. 1. NEW WINDOW(S) 2. NEW PATIO DOOR 3. NEW PATIO AT GROUND LEVEL 4. EXISTING CEILING TO BE DEMO'ED 5. NEW SLOPED CEILING TO MATCH ROOF SLOPE 6. INTERIOR CEILING PEAK, ADD EXPOSED BEAM FOR STRUCT SUPPORT 3309 WALLINGFORD AVE. N SEATTLE, WA 98103 PH: 206.729.0480 WWW.MCCARCH.COM COPYRIGHT2020 McCLELLAN ARCHITECTS PROJECT: RAGSDALE RESIDENCE 10624 NOTTINGHAM RD EDMONDS, WA 98020 CLIENT: GEORGIA RAGSDALE 10624 NOTTINGHAM RD EDMONDS, WA 98020 ISSUE: PERMIT DRAWINGS ISSUE: 00 08-11-2020 PERMIT DRAWING SUBISSION 01 09-15-2020 PERMIT REVISIONS PER CITY OF EDMONDS 1ST ROUND OF COMMENTS Q��M\� ORP�\NGS DATE: 09-15-2020 SHEET TITLE: ELEVATIONS EXISTING 1 DEMO SHEET: RESUB Sep 17 2020 CITY OF EDMONDS A401 DEVELOPMENT SERVICES DEPARTMENT GENERAL NOTES AB - ANCHOR BOLT ID - INSIDE DIAMETER 1. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE ADDL - ADDITIONAL IF - INSIDE FACE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND ALT - ALUM ALTERNATE - ALUMINUM IN - INFO INCHES - INFORMATION REGULATIONS OF THE 2015 EDITION OF THE WASHINGTON STATE BUILDING CODE ARCH -ARCHITECTURAL INSUL - INSULATION STATE BUILDING CODE AS ADOPTED BY THE CITY OF MERCER ISLAND, ( ) JST -JOIST BLDG - BUILDING JT -JOINT 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE BLK (G) - BLOCKING) ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. BM(S) - B L - LENGTH BO xxx - BOTTOMOTTOM OF xxx LLH - LONG LEG HORIZONTAL 3. IF ANY ERRORS OR OMISSIONS APPEAR IN THESE DRAWINGS, SPECIFICATIONS, BOT - BOTTOM LLV - LONG LEG VERTICAL OR OTHER DOCUMENTS; THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL BP - BASE PLATE LOC - LOCATION ENGINEER OR ARCHITECT IN WRITING OF SUCH OMISSION OR ERROR BEFORE BPC - BOTTOM PLATE CONNECTION LT - LIGHT PROCEEDING WITH THE WORK. BTWN - BETWEEN LSH - LONG SLOTTED HOLE 4. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL CIP - CAST IN PLACE MB - MACHINE BOLT DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE GENERAL NOTES CJT - CONTRACTION CONSTRUCTION JOINT MECH - MECHANICAL AND TYPICAL DETAILS ARE IN CONFLICT, CL - CENTERLINE MFR - MANUFACTURE(R/D) THE MOST STRINGENT SHALL APPLY. CONDITIONS NOT SPECIFICALLY SHOWN MIN - MINIMUM SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK, SUBJECT TO REVIEW BY CUR - CLE MISC - MISCELLANEOUS THE ARCHITECT AND STRUCTURAL ENGINEER. CMU - CONCRETE MASONRY UNIT COL - COLUMN NORM - NORMAL 5. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE ENGINEER OF RECORD CONC - CONCRETE N0. - NUMBER PRIOR TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE CONN - CONNECTION NS - SIDE NEAR SIDE FOLLOWED. CONST - CONSTRUCTION CONT - CONTINUOUS NTS - NOT SCALE 6. ALL STRUCTURAL SYSTEMS THAT ARE TO BE COMPOSED OF MANUFACTURED CONTR - CONTRACTOR O/C - ON CENTER COMPONENTS TO BE FIELD ERECTED SHALL BE APPROVED BY THE ENGINEER OF COORD - COORDINATE RECORD PRIOR TO THEIR USE AND SHALL BE SUPERVISED BY THE SUPPLIER CP - COMPLETE PENETRATION OD - OUTSIDE DIAMETER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN CTR - CENTER(ED) OF - OUTSIDE FACE ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. OH - OPPOSITE HAND D - DEPTH or DEEP OPNG - OPENING 7. FRAMING MEMBERS WHICH ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED DBL - DOUBLE OPP - OPPOSITE BETWEEN DIMENSIONED POINT OR MEMBERS. DEG - DEGREE OVS - OVERSIZED DEMO - DEMOLITION 8. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: DIET - DETAIL PAF - POWDER ACTUATED A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS AND THRESHOLD DIA - DIAMETER FASTENER REQUIREMENTS. DIAG - DIAGONAL PEF - PANEL EDGE FRAMING B. SIZE AND LOCATION OF ALL NON -BEARING PARTITIONS. DIM - DIMENSION PIL - PILASTER C. SIZE AND LOCATION OF ROOF, FLOOR AND WALL OPENINGS. DIST -DISTANCE PL - PLATE D. SIZE AND LOCATION OF DEPRESSED AREAS, CHANGES IN ELEVATION, FLOOR DS - DOUBLE STUDS PLCS - PLACES AND ROOF DRAINS, SLOPES, CONCRETE CURBS, LEDGES, PADS AND ISLANDS, DWG - DRAWING PLWD - PLYWOOD CHAMFERS, GROOVES, INSERTS, ETC. PNL - PANEL E. DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. EA - EACH PSF - POUNDS PER SQUARE F. EXTERIOR WALL SYSTEMS. EF - EACH FACE FOOT EJT - EXPANSION JOINT PSI - POUNDS PER SQUARE 9. SEE ARCH, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE EL - ELEVATION INCH FOLLOWING: ELEC - ELECTRICAL A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL, ROOF AND FLOOR EMBED - EMBEDMENT RAID or R - RADIUS OPENINGS, ETC., NOT SHOWN OR NOTED. EN -END NAIL REF - REFERENCE B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. EOSL - EDGE OF SLAB REINF - REINFORCING C. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING EQ - EQUAL READ - REQUIRED EQUIPMENT TO THE STRUCTURE. EQUIP - EQUIPMENT RO - ROUGH OPENING D. ANCHOR BOLTS FOR MOTOR MOUNTS. EW - EACH WAY E. SIZE, WEIGHT AND LOCATION OF MACHINES AND EQUIPMENT BASES. EXIST -EXISTING SCHED - SCHEDULE EXP - EXPANSION SECT - SECTION 10. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT EXT - EXTERIOR SHT - SHEET INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE SHTG - SHEATHING ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. FDN - FOUNDATION SIM - SIMILAR SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FIN - FINISH(ED) SL - SLOPE FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO FLG -FLANGE SPEC - SPECIFICATION THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF FUR - FLOOR SPCS - SPACES THE ABOVE ITEMS. FO xxx -FACE OF xxx SQ -SQUARE FOC - FACE OF CONCRETE SSH - SHORT SLOTTED HOLE 11. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS FOF - FACE OF FINISH SSLT - STAINLESS STEEL UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE FOS - FACE OF STEEL STD - STANDARD STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, FS - FAR SIDE STIF - STIFFENER ETC., LARGER THAN 6 INCHES NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT FT -FOOT or FEET STL - STEELSTRUCT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. FTG -FOOTING - STRUCTURAL SYM - SYMMETRICAL 12. SPECIFICATIONS, CODES, AND STANDARDS NOTED IN THE CONTRACT DOCUMENTS GA - GAGE SHALL BE OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS GALV - GALVANIZED THK - THICKNESS OF OTHERWISE NOTED. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION. GEN - GENERAL TOC - TOP CONCRETE GR - GRADE TOF - TOP OF FOOTING 13. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND GWB - GYPSUM WALLBOARD TOGB - TOP OF GRADE BEAM STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN TOS - TOP OF STEEL COMPLETED IN ACCORDANCE WITH THE PLANS. H - HIGH TOSL - TOP OF SLAB HD - HOLD DOWN TPC - TOP PLATE DESIGN CRITERIA HDR - HEADER CONNECTION HGR - HANGER TYP - TYPICAL DESIGN LOADS: HORIZ - HORIZONTAL T&B - TOP AND BOTTOM ROOF DEAD LOAD 10 PSF HSB - HIGH STRENGTH BOLT ROOF SNOW LOAD 25 PSF HSS - HOLLOW STRUCTURAL SECTIONS UON - UNLESS OTHERWISE HT - HEIGHT NOTED WIND DESIGN: HVAC - HEATING, VENTILATING/ VERT - VERTICAL BASIC WIND SPEED (3 SECOND GUST) 110 MPH AIR CONDITIONING W - WIDTH EXPOSURE CATEGORY B WHS - WELDED HEADED STUD IMPORTANCE FACTOR Iw 1.0 WTS - WELDED THREADED STUD WT - WEIGHT SEISMIC DESIGN: WWF - WELDED WIRE FABRIC SEISMIC USE GROUP I WP - WORK POINT Sds 1.025 W/ - WITH SITE CLASS D (ASSUMED) IMPORTANCE FACTOR le 1.0 R 6.5 SEISMIC DESIGN FORCE SYSTEM CONSISTS OF A BEARING WALL SYSTEM WITH WOOD SHEAR WALLS. ANCHORAGE 1. EXPANSION SHALL BE ZINC PLATED IN ACCORDANCE WITH ASTM B633, AND CONFORM WITH FS FF-S-325, GROUP II, TYPE 4, CLASS 1. 2. SLEEVE ANCHORS SHALL BE ZINC PLATED IN ACCORDANCE WITH ASTM B633, AND CONFORM WITH FS FF-S-325, GROUP II, TYPE 3, CLASS 3. 3. FLUSH SHELL ANCHORS SHALL BE ZINC PLATED IN ACCORDANCE WITH ASTM B633, AND CONFORM WITH FS-FF-S-325, GROUP VIII, TYPE 1. 4. ADHESIVE ANCHORS SHALL CONSIST OF ALL -THREAD ANCHOR ROD, NUT, WASHER, AND EPDXY INJECTION GEL OR ADHESIVE CAPSULE SYSTEM. ANCHOR RODS SHALL BE MANUFACTURED FROM A-36 MATERIAL, ZINC PLATED IN ACCORDANCE WITH ASTM B633. 5. ALL RELATED PRODUCTS, MATERIALS, AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6. NOTATIONS ON DRAWINGS RELATING TO EXPANSION, SLEEVE, FLUSH, OR ADHESIVE ANCHORS AND OTHER CONNECTING DEVICES REFER TO CONNECTORS MANUFACTURED BY POWERS FASTENING, INC. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THAT THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES AND ARE REVIEWED BY THE STRUCTURAL ENGINEER. WOOD 1. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLB STANDARD GRADING AND DRESSING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION. UNLESS OTHERWISE NOTED ON THE DRAWINGS, LUMBER GRADES SHALL BE AS FOLLOWS: A. JOISTS: 2 INCH AND 3 INCH THICKNESS, HEM FIR NO. 1. B. BEAMS AND STRINGERS: DOUGLAS FIR NO. 1. C. POST AND TIMBERS: DOUGLAS FIR NO. 1. D. PLATES AND MISCELLANEOUS LIGHT FRAMING: HEM FIR STANDARD. E. STUDS: HEM FIR STUD. 2. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL CONFORM TO THE GOVERNING CODE AND AS FOLLOWS: A. JOISTS OR RAFTERS TO SIDES OF STUDS 8 INCH OR LESS 3-16D B. FOR EACH ADDITIONAL 4 INCH IN DEPTH OF JOISTS 1-16D C. JOISTS OR RAFTERS AT ALL BEARINGS -TOENAILS EACH SIDE 2-1 OD D. STUDS TO BEARING - TOENAILS EACH SIDE 2-10D E. BLOCKING BETWEEN JOISTS OR RAFTERS: TO JOIST OR RAFTERS -TOENAILS EACH SIDE EACH END 2-10D TO JOIST OR RAFTER BEARINGS -TOENAILS EACH SIDE 2-10D F. CROSS -BRIDGING BETWEEN JOISTS OR RAFTERS TOENAILS EACH END 2-8D G. BLOCKING BETWEEN STUDS - TOENAILS EACH END 2-10D H. DOUBLE TOP PLATES - LOWER PLATE TO TOP OF STUD 2-16D J. UPPER TO LOWER PLATE - STAGGERED 16D @ 16" OC K. WALL TOP PLATE SPLICE - 8-16d L. MULTIPLE JOISTS - STAGGERED 16D @ 12" OC M. MULTIPLE JOISTS - STAGGER FOR WIDTHS MORE THAN 4 INCHES 16D ® 12" OC 3. INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH 16D SPIKES AT 12" OC STAGGERED, MIN. 4. ALL NAILS SHALL BE COMMON WIRE NAILS. WHENEVER POSSIBLE, NAILS DRIVEN PERPENDICULAR TO THE GRAIN SHALL BE USED. THERE SHALL BE A MINIMUM OF 2 NAILS AT ALL WOOD CONTACTS AND JOINTS USING 8D NAILS FOR 1 INCH THICK MATERIAL, 16D NAILS FOR 2 INCH THICK MATERIAL, AND 40D NAILS FOR 3 INCH THICK MATERIAL. ALL CONTINUOUS CONTACTS PROVIDE MINIMUM NAILS AT 12" OC WITH NAIL SIZES AS CALLED ABOVE. 5. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF STRONG -TIE CONNECTORS MANUFACTURED BY THE SIMPSON COMPANY. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THAT THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES AND ARE REVIEWED BY THE STRUCTURAL ENGINEER. 6. AT SAWN TIMBER JOISTS WITH THICKNESS -TO -DEPTH RATION OF 1:6 AND GREATER, PROVIDE CROSS -BRIDGING AT 8'-0" OC. AND SOLID BLOCKING AT BEARING POINTS. 7. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE GOVERNING CODE. 8. ALL BEARING AND EXTERIOR STUD WALLS SHALL BE 3x4 @ 16" OC BELOW SECOND FLOOR AND 2x4 ® 16" OC ELSEWHERE, UNLESS OTHERWISE NOTED. 9. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHTS AND AT INTERVALS NOT TO EXCEED 8'-0" OF ALL STUD -BEARING WALLS OVER 8'-0" IN HEIGHT. 10. ALL CANTS AND CRICKETS SHALL BE PLACED OVER BASIC ROOF SHEATHING. SEE ARCHITECTURAL DRAWINGS FOR DETAILS AND LOCATIONS. 11. ALL WOOD STUD WALL SILL PLATES SHALL BE ATTACHED TO CONCRETE OR MASONRY WITH 1 /2 INCH DIAMETER ANCHOR BOLTS AT 48" OC, UNLESS OTHERWISE NOTED . 12. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 6" OC STAGGERED UNLESS SHOWN OTHERWISE. 13. FASTEN ALL POSTS TO CONCRETE WITH "CB" COLUMN BASE OR EQUAL. 14. ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE IN ACCORDANCE WITH AWPS-FDN, AND BEAR THAT QUALITY MARK. 15. PROVIDE STANDARD CUT WASHERS UNDER ALL BOLTS HEADS AND NUTS IN CONTACT WITH WOOD. 16. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH "U" SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. 17. ALL PLYWOOD SHALL BE DOUGLAS FIR, STRUCTURAL II AND SHALL CONFORM TO APA C-D INTERIOR GRADE WITH EXTERIOR GLUE AND WITH PRODUCT STANDARD PS1. WOOD -BASED STRUCTURAL -USE PANELS SHALL CONFORM WITH PRODUCT STANDARD PS2. 18. PANEL TYPE AND NAILING, USE UNLESS OTHERWISE NOTED: FLOOR: 1Y8" T&G APA RATED PANELS 10d @ 4" OC AT ALL SUPPORTED EDGES. 10d ® 12" OC AT INTERMEDIATE BEARING POINTS. ROOF: 5/8" PW APA RATED PANELS 10d ® 4" OC AT SUPPORTED SHEET EDGES. 10d @ 12" OC AT INTERMEDIATE BEARING POINTS. WALLS: 1%2" APA RATED PANELS 10d ® 6" OC AT SHEET EDGES UNLESS NOTED OTHERWISE ON SHEAR WALL SCHEDULE. 10d ® 12" OC AT INTERMEDIATE BEARING POINTS. PLYWOOD AND WOOD -BASED STRUCTURAL -USE PANELS USED FOR WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. 19. MACHINE APPLIED NAILING IS SUBJECT TO A SATISFACTORY DEMONSTRATION AND THE APPROVAL OF THE CHECKING AGENCY AND THE ARCHITECT. NAIL HEADS SHALL NOT PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER. EDGE DISTANCES SHALL BE MAINTAINED. SHINERS SHALL BE REMOVED AND REPLACED. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE APPLIED NAILING ONLY ON PLYWOOD GREATER THAN 5/16". PREFABRICATED WOOD ASSEMBLIES 1. PREFABRICATED WOOD JOISTS, BEAMD AND TRUSSES SHALL BE SUPPLIED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRIDGING, BLOCKING, PRENOTCHED PLATES, BRACING, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. 2. PROVIDE ERECTION DRAWINGS SHOWING ALL MEMBERS, HANGERS AND ACCESSORIES TO BE PROVIDED. 2. ALL REQUIRED SUBMITTALS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON. 3. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATION. 4. ALL STRUCTURAL SYSTEMS THAT ARE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE ERECTED IN ACCORDANCE WITH THE INSTRUCTIONS PREPARED BY THE SUPPLIER. 5. PREFABRICATED WOOD JOISTS BEAMS AND TRUSSES SHALL BE MANUFACTURED BY TRUS-JOIST CORPORATION, OR "APPROVED EQUAL." GARY GILL, SE 1125 NE 152nd STREET SHORELINE, WA 98155 PH: 206-992-2728 GILL26608@YAHOO.COM COPYRIGHT 2016 McCLELLAN ARCHITECTS DATE: 08/10/20 E . GI �� aF wAsh, co r0 29912 ��.6, ��OI STER SIONAL EXPIRES: 10/11/21 PROJECT: RAGSDALE REMODEL 10624 NOTTINGHAM ROAD EDMONDS, WA 98020 CLIENT: GEORDIA RAGSDALE 10624 NOTTINGHAM ROAD EDMONDS, WA 98020 ISSUE: PERMIT SUBMITTAL DATE: 10 AUG 2020 SHEET TITLE: 08/10/2020 GENERAL NOTES & ABBREVIATIONS SHEET: RESUB Sep 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT s L 0 r- - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - I I NEW 3-13/4x5Y2 LVL NEW 3-13/4x5Y2 LVL I iJ I ILL I x I J I x I I �I � I I o 0 I �' I I Ld I EXIST N L`' I RIDGE BEAM_ � z I I I I J CD Of I I I iJ of JI Lo D-Ld 1 IZ\ Lo I XI W 3' x Ld M I I I I I I I z�l I I I I I I I 2nd FLR ROOF FRAM PLAN 1 /4"=1'-0" 2nd FLOOR FRAMING PLAN 1 /4"=1'-0" PARTIAL1 st FLR/FOUND PLAN GARY GILL, SE 1125 NE 152nd STREET SHORELINE, WA 98155 PH: 206-992-2728 GILL26608@YAHOO.COM COPYRIGHT 2016 McCLELLAN ARCHITECTS DATE: 08/10/20 E. GI �� of wAs� V6 29912 � ISTER�,' �SSIONAL G EXPIRES: 10/11/21 PROJECT: RAGSDALE REMODEL 10624 NOTTINGHAM ROAD EDMONDS, WA 98020 CLIENT: GEORDIA RAGSDALE 10624 NOTTINGHAM ROAD EDMONDS, WA 98020 ISSUE: PERMIT SUBMITTAL 08/10/2020 DATE: 10 AUG 2020 SHEET TITLE: 1st FLOOR FRAMING & FOUND PLANS SHEET: RESUB Sep 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT s L 1 /4"=1'-0" TOP OF WALL SECOND FLOOR 2x STUDS @ - 16" O.C. U.N.O. SHEAR PANEL- SEE PLAN FOR - LOCATION, MATERIAL, THICKNESS NAILS @ 12" O.C. AT INTERMEDIATE SUPPORT U.N.O. EDGE NAILING DOUBLE TOP PLATE SEE DETAIL 5/S4.1 DOUBLE TOP PLATE SEE DETAIL 5/S4.1 7T---- II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i t I I I I I I I II II II II I ( II II I I I I I I I I I I I I I I I II II I I I I I I I I I I I I I I I I I I I I FIRST FLOOR "I ---- WHERE SILL PLATE IS CUT BY A HOLE LARGER THAN 1 /3 SILL WIDTH PROVIDE ANCHOR BOLT EA. SIDE OF HOLE. EDGE NAILING E� PANEL EDGE EDGE NAILING STUD TWO STORY CONDITION SHEAR WALL ELEVATION. SCALE: 3/4" = V-0" ADD ONE AT OPENI THAN 5'- A34 TOP (EA SIDE FOR OPN'( THAN 5'-( OPENING IN SHEAR WALL PROVIDE BLOCKING ONE STUD BAY EA. SIDE OF OPENINGS. EDGE NAIL PLYWOOD TO BLOCKING AND HEADER I I I I I I I (6) 16d El I I I HEADER, SEE PLAN AT EA SIDE I THRU STUD, 4GS GREATER I ADD (1) 2x I IS GREATER TRIMMER WHERE HEADER DEPTH THAN 8" 0" I I OPENING WIDTH I SEE ARCHITECTURAL I 2x SILL CONT (2) 16d I I I A34 AT OPN' 2x TRIMMER OR POST, IF GREATER THA c BOTTOM )F OPN'G) I I SPECIFIED ON PLANS I (4) 8d TOE GREATER I I (2) 8d TOE HEADER CONNECTION DETAIL HEADER AT OPENING STRAP OR HOLDOWN PER PLAN HEADER AT OPENING 12d @ EDGE NAILING SPACING HOLDOWN EDGE • 12d @ EDGE NAILING NAILIN( AT CORNER AT INTERSECTIONS HOLDOWN PLAN VIEWS SCALE: 3/4" = 1'-0" APA RATED SHTG LAYOUT EDGE NAILING - ALL SUPPORTED PANEL EDGES & DIAPHRAGM II II II II II II II II II II PERIMETER II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II FIELD NAILING AT II II II II II II II II II II II II II II II II II II II II II II ______- - _�IIIII�IIIII INTERMEDIATE SUPPORTS �IIIII�IIIII �IIII'I �IIIIII�IIIIII �IIIII �IIIIII�IIIIII �IIIIII�IIIIII �IIIIII�IIIII III'"IIIIIIII �IIIIIII�IIIIIII 2x BLOCKING AT ALL PANEL EDGES @ BLOCKED PLYWOOD DIAPHRAGMS -- -- -- II III II III II II II WHEN REQUIRED NOTES: 1. MIN EDGE DISTANCE FOR NAILS SHALL BE 3/8". 2. MIN SHEATHING SHEET SIZE SHALL BE 2'-0"x4'-0". 3. NAILS SHALL NOT BE OVERDRIVEN. 4. NAILS SHALL BE COMMON WIRE TYPE OR APPROVED EQUAL. 5. SEE PLANS FOR AREAS OF BLOCKED DIAPHRAGMS TRIMMER PROVIDE EDGE NAILING AT PERIMETER OF ALL OPENINGS AND PANEL PENETRATIONS. SHEATHED DIAPHRAGM (�_4 CONSTRUCTION S4.1 SCALE: 3/4" = 1'-0" EDGE NAIL AT JAMB STAGGER SPLICES STUD BELOW SILL 4'-0" OC MIN THRU-OUT I SPLICE AT I SPLICE AT UPPER PLATE LOWER PLATE � 16d ®16" OC (12) 16d EACH SIDE SILL PL PER SW SCHED OF SPLICE OR SIMPSON ST22 (1) SIDE HOLDOWN PROVIDE STUD BELOW EA SPLICE PER PLANS HOLD D( END PER PLA ,S N 5'-0" WHERE SILL PLATE IS CUT BY A HOLE LARGER THAN 1 /3 SILL WIDTH PROVIDE ANCHOR BOLT EA SIDE OF HOLE ELEVATION DBE TOP PLATE SPLICE SCALE: 3/4" = 1'-0" HOLD DOWN SCHEDULE MARK HOLDOWN ANCHOR BOLTS STUD FASTENERS MIN POST REQUIRED ALLOWABLE TENSION (Ibs) DOUG-FIR HD1 MSTI 18-.148x1Y2" EA END 18-.148x 1Y2" EA END (2) 2x 3808 - - HD2 HDU2-SDS2.5 OR MSTC48133 @ WD BM BEL %"0 MB FLR TO FLR 5/8" 0x 12 EM B EPDXY AB w/SIMPSON AT EPDXY @ EXIST FTG 6-SDS Y4"x2Y2 @ HDU2 38-10d @ MSTC (2) 2x 3075 - - - - HD3 HDU4-SDS2.5 OR MSTC6663 @ WD BM BEL 5/8" 0 MB FLR TO FLR SB5/8x24 @ CONC WALL OR FTG 10-SDS Y4"x2Y2" @ HDU4 38-10d @ MSTC (2) 2x 4565 - - - - HD4 HDU5-SDS2.5 % 0 MB FLR TO FLR SB5/$x24 @ CONC WALL OR FTG 20-SDS Y4"x2Y2" (2)2x6 5645 - - HD5 HDU8-SDS2.5 7/8"0 MB FLR TO FLR S133/$x24 @ CONC WALL OR FTG 20-SDS Y4»x2Y2» 4X6 6970 6x6 7870 HD6 HDU 14-SDS2.5 1 "0 MB FLR TO FLR SB1 x30 @ CONC WALL O R FTG 36-SDS Y4"x2Y2" 6x6 14445 HOLD DOWN NOTES: 1. HOLD DOWNS ARE REQUIRED AS SHOWN ON THE FRAMING PLANS. 2. AT CORNERS COMMON TO TWO SHEAR WALLS USE THE LARGER OF THE HOLD DOWNS ONLY. 3. ALL HOLD DOWN COLUMNS SHALL BE DF. 4. HOLD DOWN ANCHOR BOLTS THAT OCCUR ABOVE A WF BEAM SHALL BE WELDED DIRECTLY TO THE WF BEAM BELOW SO THAT THE FULL CAPACITY OF THE ANCHOR BOLT IS DEVELOPED. 5. ALL HOLD DOWNS SHALL BE CONNECTED TO POSTS BELOW AND A BEAM BELOW. SEE 6/- FOR DETAILS. 6. ALL CALLOUTS REFER TO SIMPSON STRONGTIE PRODUCTS. OTHER MANUFACTURED HOLD DOWNS MAY BE SUBSTITUTED PROVIDED THAT TESTING DATA IS PROVIDED TO VERIFY THAT THE VALUES LISTED WILL BE MET OR EXCEEDED. SHEAR WALL SCHEDULE APA RATED NAILING AT PANEL EDGE RIM JOIST OR BLOCK HEM -FIR (NORTH), BOTTOM HEM -FIR (NORTH), SILL PLATE ATTACHMENT CAPACITY MARK SHEATHING PANEL EDGES STUD AND CONNECTION TO PLATE ATTACHMENT TO WOOD (plf) ANCHOR BOLT SILL BLKG TOP PLATE BELOW 15/32" PLYWOOD (2) 16d @ 16" OC OR 5/8" 3/4" © 48" OC OR @ MTL DK SW1 SHEATHING, ONE 1Od @ 6" OC 2X A35 @ 16" OC LAG SCREWS @ 32 OC 0.1770 PAF @ 2X MIN 310 SIDE 6" 15/32" PLYWOOD A34 AND LTP4 @ (2) 16d @ 8" OC OR 5/8" 3/4" © 24" OC SW2 SHEATHING, ONE 1Od @ 4" OC 3X MIN 16" OC LAG SCREWS @ 16" OC 3X MIN 460 SIDE 15/32" PLYWOOD A35 AND LTP4 P4 @ SW3 SHEATHING, ONE 1Od @ 3" OC 3X MIN 5/8" LAG SCREWS @ 12" OC 3/4" @ 18" OC 3X MIN 600 SIDE 16" OC 15/32" PLYWOOD A35 AND LTP4 @ SW4 SHEATHING, ONE 1Od @ 2" OC 3X MIN 16" OC 5/8" LAG SCREWS @ 8" OC 3/4" @ 12" OC 3X MIN 770 SIDE SW5 15/32" PLYWOOD SHEATHING, TWO 1Od @ 3" OC 3X MIN A35 AND LTP4 @ 5/8" LAG SCREWS @ 4" OC 3/4" @ 8" OC 3X MIN 1200 SIDES 8" OC SIMP WOOD SHEAR SW6 WALL INA NA PER SIMPSON PER SIMPSON PER SIMPSON SIIMP 2770 WSW24x7 IER 1. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. 5. INTERMEDIATE FRAMING TO BE WITH 2X MINIMUM MEMBERS. 2. WHERE SHEATHING IS APPLIED ON BOTH FACES OF WALL, PANEL JOINTS SHALL FIELD NAILING @ 12" OC. BE STAGGERED SO THAT JOINTS ON OPPOSITE SIDES ARE NOT LOCATED ON THE 6. PROVIDE HOT -DIPPED GALVANIZED (ELECTRO-PLATING IS SAME STUDS. NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES FOR ALL 3. BLOCKING IS REQUIRED AT ALL PANEL EDGES. CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING 4. PROVIDE SHEARWALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF MEMBERS. WALLS INDICATED ON PLAN. 7. WHERE BOTTOM PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM OR EQUAL. ATTACH PER DETAILS. 8. ALL SHEAR WALL FRAMING TO BE DF. NO OTHER SPECIES ALLOWED. SHEAR WALL & HOLD DOWN SCHEDULES NO SCALE 3" MIN MSTC48 3 Y2" MIN WELDED THREADED MSTC66 _ STUD. DIA PER HD SCHED MSTC-/ AT �Ainnr� nK n NOTE: ONLY USE THRU BOLT OPTION FOR HD4 AND ABV HOEDOWN DETAILS Y2" MAX CNTRSK w/ 3"SQxY4" WASHER STOVE BOLT AT STEEL BM Y2 TOTAL NAILS PER SCHED STRAP PER HOLD DOWN SCHED Y2 TOTAL NAILS PER SCHED E: CK SOLID BELOW HOLD DOWN COLS. BLKG SHALL BE VERTICALLY ORIENTED. GARY GILL, SE 1125 NE 152nd STREET SHORELINE, WA 98155 PH: 206-992-2728 GILL26608@YAHOO.COM COPYRIGHT 2016 McCLELLAN ARCHITECTS DATE: 08/10/20 E . GI �� aF wAsh, co r0 29912 �ISTER N SIONAI, EXPIRES: 10/11/21 PROJECT: RAGSDALE REMODEL 10624 NOTTINGHAM ROAD EDMONDS, WA 98020 CLIENT: GEORDIA RAGSDALE 10624 NOTTINGHAM ROAD EDMONDS, WA 98020 ISSUE: PERMIT SUBMITTAL DATE: 10 AUG 2020 08/10/2020 SHEET TITLE: TYP FRAMING DETAILS SHEET: RESUBZ_ Sep 17 2020 CITY OF EDMONDS L DEVELOPMENT SERVICES DEPARTMENT S4.1 / SCALE: 3/4" = 1 "-0" S4.1 / SCALE: 3/4" = 1 "-0"