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APVD BLD RESUB3 BLD2024-0940+Architectural_Plan+11.25.2024_3.32.31_PM+4638813Project Information Project Team Client HOME OWNER MR & MRS RYAN HOFF 19922 81 ST Place West EDmonds Building Designer CREATIVE COMFORT ATTN: VERNON E DUSSEAU JR 1611 1 16TH AVUENUE NORTHEAST, SUITE 224 BELLEVUE, WASHINGTON 98004 206-619-3995 CREATIVECOM FORT7@GMAIL. COM General Contractor KELLI HOMES LLC MS KELLI GAENZ 1020 BELL ST EDMONDS, WA 98020 Geotechnical Engineer NA Structural Engineer MITCHELL ENGINEERING INC. Professional Engineer: Michael Mitchell, P.E. 7821 168th Avenue Northeast Redmond, Washington 98052 425 747-1500 mitchellengineeringinc@comcast.net Project Number: N024-166 Project Descriptive I. THE PROJECT IS DEVELOPED FROM WORKING CLOSELY WITH THE CLIENT TO TRANSFER THEIR DREAMS AND IDEAS TO TRANSFORM THIS HOME WITH UPGRADES TO THE EXTERIOR AND INTERIOR INLINE WITH THE PROJECT SCOPE. 2. PROJECT AS -BUILT PLANS DEVELOPED FROM ON SITE MESRUING. Project ,mil odel Project Building Weight MAXIMUM BUILDING HEIGHT 25' PER LAND USE CODE. Building: Lot Coverage Information REFER TO AC-1.1 FOR CIVIL SUBMITTAL Impervious: Lot Coverage Information REFER TO AC-1.1 FOR CIVIL SUBMITTAL Code Criteria 2021 WS BUILDING CODE (IBC) 2021 INTERNATIONAL PROPERTY MAINTENANCE CODE 2021 WS RESIDENTIAL CODE (IRC) 2021 ICC PERFORMANCE CODE 2021 WS MECHANICAL CODE (IMC) 2021 WASHINGTON STATE ENERGY CODE 2021 WS FUEL GAS CODE (IFGC) RESIDENTIAL COMMERCIAL 2021 WS FIRE CODE (IFC) 2021 UNIFORM PLUMBING CODE (UPC) 2021 WS EXISTING BUILDING CODE (IEBC) EDMONDS COMMUNITY DEVELOPMENT CODE TITLE 19 .Land Vse Code ZONING RS-8 Site Address BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES (102 MM) IN HEIGHT WITH A STROKE WIDTH OF NOT LESS THAN 0.5 INCH (12.7 MM). WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED.. Project Scope A. THE SCOOE OF THE PROJECT: A.A. REMODELING THE MAIN FLOOR A.B. ADD A MASTER SUITE A.C. CONVERT THE GARAGE INTO CONDITION SPACE. A.D. REPLACE THE ROOF FRAMING. B. REFER TO THE PLANS FOR SPECIFICATIONS, REMODELING AND ADJUSTMENT TO THE PLANS. C. PROJECT SQUARE FOOTAGE IS PER CLASSIFICTION OF SPACE. D. THE AS -BUILT SQUARE FOOTAGES IS BASED UPON FIELD MEASURES OF THE EXISTING STRUCTURE. E. GENERAL CONTRACTOR TO VERIFY MEASURES AND ALL ON SITE CONDITION OF EXISTING AND ADDITION PLANS. F. ADJUSTMENTS TO THE BUILDING ELEMENTS IS NOTES PER THE PLAN. East Elevation, Front View: As -Built l .. 1 CONSTRUCTION & DEMOLITION i MATERIAL MANAGEMENT 1 1 � PER THE REQUIREMENTS OF IRC APPENDIX Y APPLY TO 1 THIS PROJECT. PROVIDE THE REQUIRED REPORTS 1 INCLUDING THE FOLLOWING: 1 i ■ SALVAGE ASSESSMENT FORM ■ WASTE DIVERSION REPORT ■ SEPARATE CONTAINERS East Elevation, Front View 4s-Built / Remodel/,4ddition Property Information PROPERTY ADDRESS: 19922 81 ST PL W, EDMONDS, WA 98026-641 1 PARCEL NUMBER: 00603400001700 GENERAL INFORMATION PROPERTY DESCRIPTION VALLEY HI BLK 000 D-00 - LOT 17 PROPERTY CATEGORY LAND AND IMPROVEMENTS STATUS ACTIVE, LOCALLY ASSESSED TAX CODE AREA 00217 PROPERTY CHARACTERISTICS USE CODE I I I SINGLE FAMILY RESIDENCE - DETACHED UNIT OF MEASURE ACRE(S) SIZE (GROSS) 0.19 PARTIES ROLE Taxpayer PERCENT / NAME 100 / HOFF RYAN/HOFF CASSIE ADDRESS 210 5TH AVE S, EDMONDS, WA 98020 ROLE Owner PERCENT / NAME 100 / HOFF RYAN/CASSIE ADDRESS 210 5TH AVE S, EDMONDS, WA 98020-3625 UNITED STATES * DATA FROM SNOHOMISH COUNTY PROPERTY SEARCH Design Criteria For Edmonds COMMUNITY DEVLEOPMENT CODE TITLE 16 16.20.030 TABLE OF SITE DEVELOPMENT STANDARDS. SUB DISTRICT RS-8 MINIMUM LOT AREA (SO. FT.) 8,000 MAXIMUM DENSITY 1 5.5 MINIMUM LOT WIDTH 70' MINIMUM STREET SETBACK 25, MINIMUM SIDE SETBACK MINIMUM REAR SETBACK 15, MAXIMUM HEIGHT 25, MAXIMUM COVERAGE (%) 35016 MINIMUM PARKING SPACES 2 Square Footage Information PROJECT SQUARE FOOTAGE SUMMARY RESIDENCE EXISTING REMOVE ADDITION TOTAL REMODEL MAIN FLOOR 942 0 516 1,458 942 GARAGE CONVERTED SPACE CONVERTED SPACE 0 258 258 GARAGE 258 -258 0 SUBTOTAL BUILDINC 1,200 -258 774 1,716 COVERED PORCH 0 61 61 COVERED DECK 0 138 138 TOTAL BUILDING 0 0 199 199 DECK 105 -105 247 247 * ADDITION TOTAL INCLUDES THE CONVERTED SPACE I. General Project .Votes ONLY THE CLIENT'S NAME LISTED THE TITLE BLOCK HAVE AUTHORIZATION TO PRINT ALL OR ANY PORTION OF THIS SET. WRITTEN APPROVAL FROM CREATIVE COMFORT IS REQUIRED BY ALL PARTIES TO PRINT ALL OR ANY PORTION OF THIS SET. Sheet Inde-X ARCHITECTURAL A - 0.1 GENERAL PROJECT SPECIFICATIONS A - 0.2 ABBREVIATIONS & SYMBOLS 2. ALL SHEETS LISTED IN THE TABLE OF CONTENTS IS THE PROJECT SUBMITTAL. ANY REMOVAL OF ANY SHEET OR PORTION OF A SHEET RELEASES A - 0.3 DOOR, WINDOW AND SKYLIGHT SCHEDULES CREATIVE COMFORT FROM ALL LIABILITY. A - 0.4 2021 WSEC: CODE EXCERPTS A - 0.5 2021 I.R.C.: CODE EXCERPTS, CHAPTER 3 3. CURRENT RESIDENCE CODE: 2021 INTERNATIONAL RESIDENTIAL CODE (I.R.C.) A 0.6 2021 I.R.C.: CODE EXCERPTS, CHAPTER 3 A - 0.7 2021 I.R.C.: CODE EXCERPTS, CHAPTER 3 & 4 4. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. A 0.8 - 2021 I.R.C.: CODE EXCERPTS, CHAPTER 4 & 5 A - 0.9 2021 I.R.C.: CODE EXCERPTS, CHAPTER 5 & 6 5. MEASUREMENTS ARE FROM FRAMING SURFACE TO FRAMING SURFACE. U.N.O. A 0.10 2021 I.R.C.: CODE EXCERPTS, CHAPTER 6 A - 0. 11 2021 I.R.C.: CODE EXCERPTS, CHAPTER 8 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL PHASE OF CONSTRUCTION OF THIS PROJECT. GENERAL CONTRACTOR SHALL VERIFY ALL A- 1.1 EXTERIOR ELEVATIONS: AS -BUILT PRODUCTS SPECIFICATION BEFORE THEY ARE INSTALLED. A - 1.2 EXTERIOR ELEVATIONS: FRONT & RIGHT VIEWS 7. GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS BEFORE BEGIN CONSTRUCTION OF THE PROJECT. A - 1.3 EXTERIOR ELEVATION: BACK 8 LEFT VIEWS A - 2.1 FOUNDATION PLAN: AS -BUILT 8. GENERAL CONTRACTOR IS RESPONSIBLE TO ALL CODES, NOTES, INFORMATION AND PRODUCT SPECIFICATIONS PERTAINING TO THIS PROJECT A 2.2 FOUNDATION PLAN: AS BUILT 8 ADDITION BEFORE PROCEEDING WITH THE PROJECT. IF ANY QUESTIONS SHOULD ARISE EMAIL CREATIVE COMFORT BEFORE PROCEEDING. IF YOU MOVE A - 3.1 MAIN FLOOR PLAN: AS -BUILT WITHOUT WRITTEN APPROVAL OF THE QUESTIONS THE RESPONSIBILITY OF THE DECISIONS IS ALL YOURS TO INCLUDE THE ENTIRE BUILDING. A - 3.2 MAIN FLOOR PLAN: AS -BUILT, REMODEL & ADDITIONS A - 4.1 MAIN FLOOR ROOF PLAN: AS -BUILT 9. ALL SUB -CONTRACTOR IS RESPONSIBLE TO READ ALL CODES, NOTES AND PRODUCT SPECIFICATIONS RELATED TO THEIR PROFESSION BEFORE A - 4.2 MAIN FLOOR ROOF PLAN: AS -BUILT & ADDITION PROCEEDING WITH THE PROJECT. IF ANY QUESTIONS SHOULD ARISE EMAIL CREATIVE COMFORT BEFORE PROCEEDING. IF YOU MOVE A - 5.1 BUILDING SECTION A - A, WALL SECTIONS & DETAILS WITHOUT WRITTEN APPROVAL OF THE QUESTIONS THE RESPONSIBILITY OF THE DECISIONS IS ALL YOURS TO INCLUDE THE ENTIRE BUILDING. A - 5.2 BUILDING SECTION B - B, WALL SECTIONS & DETAILS A 5.3 BUILDING SECTION C - B, WALL SECTIONS & DETAILS 10. REFER TO THE ALL GENERAL NOTE SHEETS AND ALL STRUCTURAL NOTES FOR ALL INFORMATION. REFER TO THE ARCHITECTURAL NOTED AND A - 5.4 BUILDING SECTION D - D, WALL SECTIONS & DETAILS FRAMING NOTES OF THE INDIVIDUAL SHEETS. A - 5.5 BUILDING SECTION E - E, WALL SECTIONS & DETAILS 11. FINAL LOCATION OF APPLIANCE, PRODUCTS, FIXTURES, CABINETS AND ALL ITEMS RELATED TO THIS HOME SHALL BE VERIFY WITH THE HOME OWNER BEFORE ORDERING OR INSTALLING. ELECTRICAL E-1.1 MAIN FLOOR PLAN: ELECTRICAL 6 LIGHTING 12. FOR DOOR AND WINDOW HEADERS REFER TO THE ARCHITECTURAL STRUCTURAL PLANS. VERIFY SPECIFICATION WITH DOOR AND WINDOW INTERIOR MANUFACTURERS BEFORE FRAMING. REFER TO WITH EXTERIOR ELEVATIONS. 13. REFER TO THE DOOR AND WINDOW SCHEDULES ON SHEET A-0.3 FOR ENERGY REQUIREMENTS FOR EXTERIOR DOORS AND WINDOWS INFORMATION. ,_._.._._.._._.._._.._._.._._.._._.._._., ._._.._._.._._.._._.._._.._._. OBTAIN ELECTRICAL OBTAIN A SEPARATE 14. INSULATION MINIMUM VALUES, u.N.o.: ; PERMIT FROM PLUMBING PERMIT ; SLAB R-10 CEILING, FLAT K-60 STATE LABOR & '. FROM THE CITY OF FLOOR R-30 CEILING, VAULT R-38 INDUSTRIES EDMONDS. WALLS R-21 +R-5 (R-25) ....................................... ....................................... 15. ALL CONNECTORS AND FASTENERS FOR WOOD CONSTRUCTION SHALL BE SIMPSON OR EQUAL, ALL SPECIFIED CONNECTORS AND FASTENERS MUST BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 16. DO NOT OVER DRIVE THE NAILS OR STAPLES INTO THE FLOOR'S SUB FLOORING, WALL SHEATHING, ROOF SHEATHING, AND ANY FRAMING MATERIALS. 17. DO NOT OVER CUT OR OVER NOTCH ANY OF THE FRAMING MEMBER OR THE SHEATHING. REFER TO 2018 I.R.C. FOR FRAMING REQUIREMENTS. OVER CUTTING AND NOTCHING IS A MODIFICATION TO THE STRUCTURE. 18. EXCERPTS PORTIONS OF THE BUILDING CODES CONTAINED WITHIN THE SHEETS OF THIS DOCUMENTS IS NOT A SUBSTITUTION FOR THE FULL KNOWLEDGE OF THE BUILDING CODES. 1 THE CONSTRUCTION PROJECT INVOLVES DEMOLITION OF A SIGNIFICANT 1 PORTION OF THE EXISTNIG STRUCTURE. STRUCTURES THAT ARE DEMOLISHED TO THE LEVEL THAT MEETS OR EXCEEDS 75% OF THE 1 1 REPLACEMENT COST OF THE STRUCTURE WILL NOT BE ALLOWED BY CITY CODE TO BE REBUILT EXCEPT TO FULL -ON STANDARDS FOR NEW 1 COMSTRUCTION. REFERENCE EDMONDS COMMUNITY DEVELOPMENT CODE 1 SECTION 19.00.045. DEMOLITION OF PORTIONS OF THE STRUCTURE IS 1 LIMITED TO THAT CLEARLY SHOWN ON THE APPROVED PERMIT PLANS, AND 1 WILL BE VERIFIED BY THE BUILDING INSPECTOR. ._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..I 1 WHERE ADDITIONS OR ALTERATIONS REQUIRE A PERMIT 1 TO BE ISSUED INTERCONNECTED SMOKE ALARM AND CO j B�C�T""" T " EEEfPee- ie�tE�vntEB. 1 r T, ., 1 Project 14ap j REFER TO 2021 IRC R314 AND R315 FOR MORE 1 INFORMATION. 1 9 Maplewood Presbyterian Church icy Collective 524 W LL CL > t- WC CO co LD TT CC) .North Elevation, fight View: ,4s-Built W Edmonds Veterans © I � Memorial Plaza 19 01,� gVorth Elevaion, Right View.• ,4s-Built / <1`'emodellAddition a PROJECT SITE ��.•� 19922 81 ST W Gina's Quality Daycare z The C Best In PNW fi ro Bc Sea -hour 1 99th St SW 0Oth St SW 1-1.1 MAIN FLOOR PAN: KITCHEN ELEVATIONS 1-1.2 MAIN FLOOR PAN: BATHROOMS ELEVATIONS ARCHITECTURAL STRUCTURAL AS - 1.1 FOUNDATION PLAN: AS -BUILT AS - 1.2 FOUNDATION: AS -BUILT AND ADDITION AS - 2.1 MAIN FLOOR & DECK PLAN: AS -BUILT AS - 3.1 MAIN FLOOR FRAMING PLAN: AS -BUILT, REMODEL AND ADDITION AS - 4.1 MAIN FLOOR ROOF FRAMING PLAN: AS -BUILT AS - 4.2 MAIN FLOOR ROOF PLAN: AS -BUILT SADDITION AS - 5.1 TJI: FLOOR FRAMING 6 BEAMS DETAILS AS - 5.2 TJI: ROOF FRAMING DETAILS AS - 5.3 TJI: SPRINKLER SYSTEM AS - 6.1 UTILITY DETAILS STRUCTURAL S_ 1.1 STRUCTURAL GENERAL NOTES S - 2.1 STRUCTURAL DETAILS Reviewed by ; S 2.2 STRUCTURAL DETAILS City of Edmonds ; S - 2.3 STRUCTURAL DETAILS Planning Division -------------- S- 3.1 FOUNDATION PLAN: AS -BUILT & ADDITION S - 4.1 ROOF LATERAL PLAN: AS -BUILT & ADDITION LOT LINE STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE Revision October 23, 2024 Revision 3 Novembe 25, 2024 CitV Of Fdmonds UuIllll I t-tnenPr��r1-mP»* I i�9thPgpgr ork ADDITION/REMODEL/DECK Address --------------- 19922 81 ST PL W Owner ---------------------------- HOFF ApproV& ----------------• I Date 12/2/2024 Building Dfficial L Permit mber BLD2024-0940 F� C RE VE 0 Since 2 3 Precision & Grace 1611 1 16th Avenue Northeast Suite 224 Bellevue, Washington 98004 O O O 206-619-3995 creativecomfort 7@gmail.com O .' 0 • ° W cn U ry� v o ►� 0 � O clo N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 rn 1%26/20A41 Projecg49* °NT S Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July 11, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of cw \ m i_ crnu eft i. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission m writing from ew0ui. Version: I Sheet Number A-0.1 Abbreviation Symbols Legend A.B. ANCHOR BOLT F.F.E. FINISH FLOOR ELEVATION O.C. ON CENTER TR TREAD A/C AIR CONDITIONING FIN FINISH O.D. OUTSIDE DIAMETER TS TIMBERSTRAND A.D. AREA DRAIN FIN FLR FINISH FLOOR O.H. OVERHANG T. W. TO WEATHER Description Symbol Description Symbol AFF ABOVE FINISH FLOOR FIN GRD FINISH GRADE OH OVERHEAD TYP TYPICAL ASPH ASPHALT FIX GL FIXED GLASS OH DR OVERHEAD DOOR TV TELEVISION SPREAD FOOTING X DETAIL NUMBER ASTM AMERICAN SOCIETY OF FIX FIXTURE OSB ORIENTED STRAND BOARD DETAIL TAG A-3.1 TESTING & MATERIALS FLASH'G FLASHING FOUNDATION WALL �•y;.* •"'•=y"' �• • •' ' + � ~' SHEET NUMBER U. UPPER AUTO AUTOMATIC FLD FLIELD OF UPPER FLOOR AVE AVENUE FLR FLOOR PAN. PANTRY UNEXC UNEXCAVATED STEP IN THE @ AT F.M. FLOOR MOUNT PL PLATE UNGR UNDERGROUND FOUNDATION WALL TJI TAG FP FP FIREPROOF P.L. PROPERTY LINE HI DETAIL NUMBER BATH BATHROOM U.N.O. UNLESS NOTED OTHERWISE FIREPLACE PLYWD PLYWOOD AS 5. I SHEET NUMBER BD BOARD FRM FRAME PNL PANEL FULL HEIGHT WALL BEV BEVEL FRM'G FRAMING PRT PARTITION V VALLEY BD RM BEDROOM PSL PARALLAM V VENT B.L. BUILDING LINE FT. FTG FOOT FOOTING PT PRESSURE TREATED VEN VENTILATOR PARTIAL HEIGHT WALL BLDG BUILDING PWDR POWDER VENT VENTILATION ENGR. DETAIL TAG DETAIL NUMBER BM BEAM FURN. FURNACE PER ENGINEER VERT VERTICLE B.M. BENCH MARK VGDF VERTICAL GRIAN BLK BLOCK G GAS R RISER DOUGLAS FIR FEET BLK'G BLOCKING GA GAGE RA RETURN AIR V.S. VENT STACK o INCHES SS.o BRC BRACING GAL GALLON RAG RETURN AIR GRILL V. TILE VINLY TILE DOOR LABEL ` o FEET SHEET NUMBER BRK BRICK GL GLASS RD R.D. ROD ROOF DRAIN VTOS VENT TO OUTSIDE INCHES AO B.S.B.L. BUILDING SETBACK LINE G.L. GRADE LINE VTR VENT THROUGH ROOF BSMT BASEMENT RDG RIDGE VTW VENT THROUGH WALL INTERIOR ELEV. TAG ELEVATION LABEL GLB GLUE LAMINATED BEAM BT BATHTUB GR GRADE REBAR REINFORCEMENT BAR DOOR TAG A B.O. BY OTHERS GRND GROUND REF REFRIGERATOR 1 A-2.4 3 BTU BRITISH THERMAL UNITS G.W.B. GYPSUM WALL BOARD REINF REINFORCED ELEVATION LUMBER 4 SHEET NUMBER B.U.R. BUILD UP ROOFING RES RE -SAWN W WASHER RET RETURN W WASTE C.A. COLD AIR HB HOSE BIB RET WALL RETAINING WALL W WATER CABN CABINET H.C. HOLLOW CORE RF ROOF W WEST CEM CEMENT RFTR RAFTER W/ WITH WINDOW LABEL C.C. C.D.X. CENTER TO CENTER C.D.X., PLYWOOD GRADE H.D. HDR HOLD DOWN HEADER RGH RM ROUGH ROOM WA W.A. WASHINGTON WARM AIR 4 06 0 SLDR-R BLDG SECTION TAG A - A SECTION LABEL C.F.M. CUBIC FEET PER MINUTE HGT HEIGHT R.O. ROUGH OPENING W.A.R. WARM AIR RETURN O WINDOW 1 FUNCTION A-7. I SHEET NUMBER H.R. HEAD ROOM FEET CH CHAN CHIME CHANNEL HORZ HORIZONTAL ROOPG R&S ROOFING ROD F, SHELF W.C. WD WATER CLOSET WOOD INCHES HNGR HANGER FEET CHM CHIMNEY H.W. HOT WATER ROS ROUGH SAWN WDW WINDOW INCHES WINDOW TAG CL CENTERLINE HDWD HARDWOOD W.H. WATER HEATER CLG CEILING S SINK WH WEEPHOLE CLOS CLOSET ►D INSIDE DIAMETER S SOUTH W.I. WROUGHT IRON WALL SECTION TAG COL COLUMN IN INCH S.A. SUPPLY AIR W.I.C. WALK IN CLOSET COMP COMPOSITION INSUL INSULATION S.C. SOLID CORE W.M. WASHER MACHINE JA CONC CONCRETE INT INTERIOR SCR SCREEN WP WATERPROOF WALL SECTION LABEL CONC W CONCRETE WALL I.B.C. INTERNATIONAL BUILDING CODE SD SMOKE DETECTOR WP WEATHERPROOF BOTTOM FLUSH BEAM — — J7.1 SHEET NUMBER CONST CONSTRUCTION I. F. G. C. INTERNATIONAL FUEL GAS CODE SDG SIDING W.P. WASTE PIPE C.O. CLEANOUT I.M.C. INTERNATION MECHANICAL CODE SEC SECTION WSEC WASHINGTON STATE C.P. CONTROL PANEL I.P.C. INTERNATION PLUMBING CODE SEW SEWER ENERGY CODE EXPOSED BEAM CSMT C.T. CASEMENT CERAMIC TILE I.R.C. INTERNATIONAL RESIDENTIAL CODE S.G. SHGL SPLASH GAURD SHINGLE WT WTR WATERTIGHT WEATHER GRID LINE CU. FT. CUBIC FOOT J.B. JUNCTION BOX SHT SHEET W.W.F. WELD WIRE FABRIC BEARING, (2) STUDS CU. IN. CUBIC INCH JMB JAMB SHT'G SHEATHING W.W.M. WELD WIRE MESH CU. YD. CUBIC YARD JST JOIST SHWR SHOWER DRN DRAIN JT JOINT SL DR SLIDING DOOR BEARING LOAD ON FRAMING SLG DR SLIDING GLASS DOOR ELEMENT D DRYER KIT KITCHEN S.P. SOIL PIPE DBL DOUBLE DET DETAIL SFFT SOFFIT YD YARD LAUND LAUNDRY SPECS SPECIFICATIONS ARCHITECTURAL NOTE TAG < > D.F. DOUGLAS FIR LDR LEADER SO. FT. SQUARE FEET DIA DIAMETER LIN LIN CLOSET SO. IN. SQUARE INCH DIM DIMMER LIV RM LIVING ROOM SO. YD. SQUARE YARD DN DOWN LT LIGHT S.M. SHEET METAL CEILING NOTE TAG El DP DAMPPROOFING L.T. LAUNDRY TRAY SS STAINLESS STEEL DR DOOR LT WT LIGHTWEIGHT S.S. SOIL STACK DS DOWNSPOUT LV LOUVER S.T. SEPTIC TANK ELEVATION TAG ELEV. 380'- 7 3/8" DW DISHWASHER ST STAIRS M MAIN STAND STANDARD E EAST EA EACH MF MAIN FLOOR STL STEEL M FLR MAIN FLOOR STN STONE FRAMING NOTE TAG I Revision 2 E. GRD EXISTING GRADE MAX MAXIMUM STR STREET October 23, 2024 ELEC ELECTRIC M.B. MACHINE BOLT STWY STAIRWAY ELEV ELEVATION MD CBN MEDICINE CABINET PLATE HEIGHT TAG 10' 0" PLT HGHT E.J. EXPANSION JOINT M.D.P. MAIN DISTRIBUTION PANEL T THERMOSTAT EXP EXPOSURE MIN MINIMUM T TUB Reserve for the Building Department EXP BM EXPOSED BEAM MTL METAL Ts;B TOP &BOTTOM EXIST'G EXISTING T&G TONGUE & GROVE REVISION TAG I EXT EXTERIOR N NORTH TEL TELEPHONE EXT PLY EXTERIOR PLYWOOD N NEW T.H. TOP HINGE F FAN NTS NOT TO SCALE T.O.C. TOP OF CURB F.A.I. FRESH AIR INLET NO. NUMBER T.O.F. TOP OF FOUNDATION WALL TAG F.A.U. FORCED AIR UNIT T.O.P. TOP OF PAVING F.DRN. FLOOR DRAIN T.O.S. TOP OF SLAB FDN FOUNDATION T.O.W. TOP OF WALL REATRE 0 Since Precision & Grace 1611 1 16th Avenue Northeast Suite 224 Bellevue, Washington 98004 0 0 0 206-619-3995 creativecom fort 7@gmail.com d- 0 rA ° o •� O O I 0o tZ w G r'`r cn Clio N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 SU TJ�6/2024[ "ITY OF EDMON DEVELOPMEN Project CQDM6.PART S E T Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July 11, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 ,._.51 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of I R1 A i iw oR i . No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from rite nnvr ccnvciti- Version: I Sheet Number A-0.2 Ai Inch Conversion Decimal Inch 0.0833 1" 0.1250 1-1/2" 0.1667 211 0.2083 2-1/2" 0.2500 311 0.2917 3-1/2" 0.3333 411 0.3750 4-1/2" 0.4167 511 0.4583 5-1/2" 0.5000 611 0.5417 6-1/2" 0.5833 711 0.6250 7-1/2" 0.6667 811 0.7083 8-1/2" 0.7500 911 0.7917 9-1/2" 0.8333 10" 0.8750 10-1/2" 0.9167 11ff 0.9583 11-1/2" 1.0000 1211 ,66reviations AL ALUMINUM GLZT GLAZING THICKNESS GLZW GLAZING WIDTH IN INCHES FROM OUT TO OUT E EXISTING HGHT HEIGHT FR FRENCH MTRL MATERIAL N NEW No. NUMBER NA NOT APPLICABLE QTY QUALITY SC SOILD CORE SC 114 SOLID CORE WITH 114 PANEL OF GLASS ON THE LATCH SIDE OF THE DOOR SC 112 SOLID CORE WITH GLASS IN THE UPPER 112 OF THE DOOR STL STEEL STOR FRNT STORE FRONT RM ROOM Exterior Doors coa Floor Level Room Name W H Type Swing or Slide Door Material Glass Glass Type Gas Fill U Factor Area Qty Total Area Remarks A Main Entry 3.0000 6.6667 Panel Right Wd/Glass 20.00 1 20.00 2021 WSEC B Main Dining Room 8.0000 16.6667 Sliding Right 250 Series Insul. Dual Temp Clear Argon 0.31 53.33 1 53.33 PELLA C Main Master Bedroom 5.0000 6.6667 Sliding Left 251 Series Insul. Dual Temp Clear Argon 0.31 33.33 1 33.33 PELLA Tota I 3 106.66 Interior boors a) � Floor Level Room Name W H Door Type Swing Door Mat I Style Qty Remarks D Main Entry, Closet 2.3333 6.6667 Swing Left Wood 6 Panel: Shaker 1 E Main Bedroom 2 2.3333 6.6667 Swing Left Wood 6 Panel: Shaker 1 F Main Bedroom 2, Closet 2.5000 6.6667 Bi-Fold A-R /P-L Wood 6 Panel: Shaker 2 G Main Bedroom 3 2.3333 6.6667 Swing Right Wood 6 Panel: Shaker 1 H Main Bedroom 3, Closet 2.5000 6.6667 Bi-Fold A-R /P-L Wood 6 Panel: Shaker 2 1 Main Bathroom 2.3333 6.6667 Swing Right Wood 6 Panel: Shaker 1 J Main Ha11 1 2.5000 6.6667 Swing Right Wood 6 Pane1: Shaker 1 K Main Master Bathroom 2.3333 6.6667 Swing Left Wood 6 Panel: Shaker 1 L Main Master Bathroom 2.3333 6.6667 Pocket Right Wood 6 Panel: Shaker 1 M Main Walk In Closet 2.3333 6.6667 Pocket Left Wood 6 Panel: Shaker 1 N Main Laundry 2.5000 6.6667 Swing Right Wood 6 Panel: Shaker 1 Total 113 DOOR GENERAL NOTES: I. INSTALLED PER MANUFACTURE SPECIFICATION. 2. TO BE INSTALLED PER MFG, IRC, ENERGY CODE AND BEST CONSTRUCTION PRACTICES. 3. DOOR ORDERS TO BE VERIFIED BY THE GENERAL CONTRACTOR BEFORE ORDERING. 4. THRESHOLDS AND WEATHER STRIPPING SPECIFICATIONS TO REVIEWED BY THE GENERAL CONTRACTOR PRIOR TO PRODUCT ORDERING. 5. ALL CHANGES TO THE SCHEDULE TO HAVE WRITTEN APPROVAL BY THE GENERAL CONTRACTOR. 6. WIDTH AND HEIGHT NOTATED IN DECIMAL FEET 7. AREA NOTATED IN DECIMAL SQUARE FEET. Windows 0) Floor Level Location Types Solar Direction U Factor Glass Exterior Glass Gas Fill Model Number Width Height Area Qty Total Area = Remark 1 Main Bedroom 2 SLDR-R East 0.27 Insulated Dual Low-E Advance Low E Argon 6048 5.0000 1 4.0000 20.00 1 20.00 W G G Egress 2 Main Kitchen SLDR-R East 0.27 Insulated Dual Low-E Advance Low E Argon 6039 5.0000 3.2500 16.25 1 16.25 W G G 3 Main Kitchen SLDR-L East 0.27 Insulated Dual Low-E Advance Low E Argon 6039 5.0000 3.2500 16.25 1 16.25 W G G 4 Main Laundry SLDR-R East 0.27 Insulated Dual Low-E Advance Low E Argon 6039 5.0000 3.2500 16.25 1 1 16.25 W G G 5 Main Dining Room PIC South 0.26 Insulated Dual Low-E Advance Low E Argon 6048 3.0000 4.0000 12.00 1 12.00 W G G 6 Main Dining Room PIC South 0.26 Insulated Dual Low-E Advance Low E Argon 6015 5.0000 1.2500 6.25 1 6.25 W G g 7 Main Walk In Closet PIC North 0.26 Insulated Dual Low-E Advance Low E Argon 1824 1.5000 2.0000 3.00 1 3.00 W G G 8 Main Master Bathroom PIC North 0.26 Insulated Dual Low-E Advance Low E Argon 1824 1.5000 2.0000 3.00 1 3.00 W G G 9 Main Master Bathroom S-HUNG North 0.27 Insulated Dual Low-E Advance Low E Argon 2436 2.0000 3.0000 6.00 1 6.00 G G G Safety 10 Main Master Bedroom SLDR-R East 0.27 Insulated Dual Low-E Advance Low E Argon 6048 5.0000 4.0000 20.00 1 20.00 G G G 11 Main Master Bedroom AWN South 0.26 Insulated Dual Low-E Advance Low E Argon 3018 3.0000 1.5000 4.50 2 9.00 W G G 12 Main Master Bedroom PIC South 0.26 Insulated Dual Low-E Advance Low E Argon 3054 3.0000 4.5000 13.50 2 27.00 W G G 13 Main Bedroom 3 SLDR-R South 0.27 Insulated Dual Low-E Advance Low E Argon 6048 5.0000 4.0000 20.00 1 20.00 W G G Egress WINDOWS GENERAL NOTES: I. MANUFACTURE: PELLA 2. STYLE: 250 SERIES 3. FRAME: VINYL 4. ENERGY. LOW-E 5. WIDTH AND HEIGHT NOTATED IN DECIMAL FEET. 6. AREA NOTATED IN DECIMAL SQUARE FEET. 7. ALL CHANGES TO THE SCHEDULE TO HAVE WRITTEN APPROVED BY THE GENERAL CONTRACTOR BEFORE PROCEEDING OR THE REPLACE COST IS YOURS. 8. INSTALLED PER MANUFACTURE SPECIFICATION. 9. INSTALLED PER IRC, ENERGY CODE AND BEST CONSTRUCTION PRACTICES, 10. FLASH AND CHALK ALL WINDOWS PER BEST CONSTRUCTION PRACTICES. 11. FLASH AND CHALK APPROVED BY THE GENERAL CONTRACTOR. 12. GENERAL CONTRACTOR PRIOR TO PRODUCT ORDERING VERIFY ALL SPECIFICATIONS AND SIZES. 13. AREA NOTATED IN DECIMAL SQUARE FEET. S)�yIgFits Total � 15 1 175.00 1 ZL M Floor Level Room Name Width Height Model Size Function U Value SHGC Frame Material Glass Unit Solar Area Qty Total Area Cn a) _0 Remark S1 Main Foyer 2.0000 2.0000 2626 Fix 0.48 0.28 5842 Almnm Clear Temp East 4.00 1 4.00 G Condition Space S2 Main Kitchen 2.0000 4.0000 2650 Vent 0.48 0.28 5842 Almnm Clear Temp East 8.00 1 8.00 G Condition Space S3 Main Living Room 2.0000 4.0000 2650 Fix 0.48 0.28 5842 Almnm Clear Temp West 8.00 1 8.00 G Condition Space S4 Main Laundry 2.0000 2.0000 2626 Fix 0.48 0.48 0.28 5842 Almnm Clear Temp East 4.00 1 4.00 G Condition Space S5 Main Hall 1 2.0000 2.0000 2626 Fix 0.28 5842 Almnm Clear Temp South 4.00 1 4.00 G Condition Space S6 Main Master Bathroom 2.0000 2.0000 2626 Fix 0.48 0.28 5842 Almnm Clear Temp South 4.00 1 4.00 G Condition Space S7 Main Covered Deck 2.0000 2.0000 2626 Fix 0.48 0.28 5842 Almnm Clear Temp North 4.00 3 G Uncondition Space S8 Main Covered Deck 2.0000 2.0000 2626 Fix 0.48 0.28 5842 Almnm Clear Temp South 4.00 3 G Uncondition Space A A SKYLIGHTS GENERAL NOTES: I . MANUFACTURE: CYRASTLITE 2. STYLE: FLAT 3. FRAME: VINYL 4. ENERGY: LOW-E 5. WIDTH AND HEIGHT NOTATED IN DECIMAL FEET. 6. AREA NOTATED IN DECIMAL SQUARE FEET. 7. ALL CHANGES TO THE SCHEDULE TO HAVE WRITTEN APPROVED BEFORE PROCEEDING OR THE REPLACE COST IS YOURS. S. INSTALLED PER MANUFACTURE SPECIFICATION. 9. INSTALLED PER, IRC, ENERGY CODE AND BEST CONSTRUCTION PRACTICES. 10. FLASH AND CHALK ALL WINDOWS PER BEST CONSTRUCTION PRACTICES. I I . FLASH AND CHALK APPROVED BT THE GENERAL CONTRACTOR. 12. GENERAL CONTRACTOR PRIOR TO PRODUCT ORDERING VERIFY ALL SPECIFICATIONS AND SIZES. 13. AREA NOTATED IN DECIMAL SQUARE FEET. Total 12 32.00 Ai Energy general- Yotes I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITION IN THE FIELD. ANY QUESTIONS SHOULD ARISE CALL THE CREATIVE COMFORT BEFORE PROCEEDING OR THE RESPONSIBILITY OF THE DECISION IS ALL YOURS TO INCLUDE FULL CAUSE AND AFFECT. 2. BUILDING ELEMENTS TO BE IN COMPLIANCE OF THE CURRENT I.RC. 3. INSTALLMENT OF BUILDING ELEMENTS RELATED TO THE ENERGY PERFPRMANCE OF THE BUILDING ELEMENTS TO BE INCOMPLANCE OF THE CURRENT WASHINGTON STATE ENERGY CODE 4. ALL DOCUMENTS ACCOMPANYING THE APPLIANCE, ELECTRICAL PRODUCTS, LIGHT FIXTURES, AND ALL ITEMS RELATED TO THIS HOME SHALL BE FORWARD TO THE HOME OWNER. VERIFY WITH THE HOME OWNER BEFORE ORDERING OR INSTALLING. THE HOME OWNER TO FORWARD ALL DOCUMENTS TO THE GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. 5. ALL WINDOWS, SKYLIGHTS AND EXTERIOR DOORS WITHIN THE RESIDENCE SHALL BE IN COMPLIANCE WITH THE WASHINGTON STATE ENERGY CODE. REFER TO WINDOW SCHEDULE AND WASHINGTON STATE ENERGY CODE FOR SPECIFICATIONS. EXTERIOR DOORS SHALL BE 20 MINUTE RATED W/ WEATHER-STRIPPING. REFER TO WASHINGTON STATE ENERGY FOR ADDITIONAL INFORMATION. 6. PROVIDE FLASHING AT ALL WINDOWS & DOORS AND ALL ROOF PENETRATIONS INSTALLED PER MANUFACTURES REQUIREMENTS AND PER I.R.C. 7. ALL VENTILATED ITEMS SHALL BE INSTALLED PER CURRENT I.R..C. I.P.C., I.M.C, AND WSEC. 8. REFER TO MANUFACTURES SPECIFICATIONS FOR INSTALLATION REQUIREMENTS. Ventilation Requirements THE MECHANICIAL SUBSONTRACTOR TO PROVIDE AIR HANDLER PRODUCT SPECIFCATION TO THE HOMEOWER / GENERAL CONTRACTOR PRIOR TO THE BEING OF THE CONSTRUCTION. Vapor Retarder Requirements WOOD FLOOR: EXT. T&G PLYWOOD OR O.S.B. OR PLANKS WALL: FACE STAPLED BACKED BATTS CEILING: PVA PAINT Door .Gegend 0 ( RIGHT SWING) 0 ( LEFT SWING ) HC = HOLLOW CORE PA = PANEL SC = SOLID CORE FR = FRENCH 266s PC = POCKET Q Y30 o s� (R- A, UP ) ( RIGHT -ACTIVE, LEFT - PASSIVE ) Window -Legend f 6048 SLDR-R SLDR-R = SLIDING WINDOW, OPENS FROM THE RIGHT f 6048 SLDR-L SLDR-L = SLIDING WINDOW, OPENS FROM THE LEFT fS460 DBL SLDR- IS DBL SLDR-18= DOUBLE SLIDING WINDOW, IS" SLIDER f 3660 CSMT-R CSMT-R = CASEMENT, HINGES FROM THE RIGHT f 3660 CSMT-L P 14- CSMT-L = CASEMENT, HINGES FROM THE LEFT f 3660 f 3660 S-HNG D-HNG S-HNG = SINGLE HUNG D-HNG = DOUBLE HUNG f3660 f 3660 AWN PIC AWN = AWNING PIC = PICTURE * * WINDOW SIZES ARE IN INCHES AND INCHES f Window Yotes GENERAL NOTES: I. MANUFACTURE: PELLA 2. STYLE: 250 SERES 3. LOW-E UNLESS NOTED OTHERWISE. 4. WINDOW FUNCTION CALLED FROM INSIDE THE ROOM. 5. WINDOW WIDTH AND HEIGHT NOTED IN INCHES 6. WINDOW AREA IS NOTED IN SQUARE FEET. FRAMING NOTES SLG DR I . ALWAYS VERIFY THE TRUE WINDOW ROUGH OPENING WITH THE WINDOW MANUFACTURE. 2. FLASHING PER WINDOW MFG SPECHCATIONS. SLG OR = SLIDING GLASS DOOR 3. FLASHING PER MANUFACTURES SPECIFICATIONS. 5°6$ BP = BY PASS 3°68 Y BF = BY FOLD OVRHEAD DOOR * DOOR SIZES ARE IN FEET AND INCHES, FEET AND INCHES f Door Yotes FRAMING NOTES I. ALWAYS VERIFY THE TRUE ROUGH DOOR OPENING WITH THE DOOR MANUFACTURE. 2. STANDARD DOOR: ADD 2" TO THE WIDTH OF THE ROUGH OPENING. 3. BI-FOLD DOOR: ADD 1 112" TO THE WIDTH OF THE ROUGH OPENING. 4. POCKET DOOR: ADD 2" TO OVERALL WIDTH OF THE ROUGH OPENING (2 TIMES THE DOOR + 2") 5. OVERHEAD DOOR: MINIMUM 12" (PREFER I S') CLEARANCE FROM ALL CEILING PENETRATIONS. GENERAL NOTES: THE HOME OWNER NOTED AS THE CLIENT SHALL CHOOSE THE ARCHITECTURAL STYLE OF THE DOORS. 2. U - VALUES ARE BASED UPON MILGARD, SUBSTITUTE MUST BE EQUAL OR GREAT IN PERFORMANCE AND U - VALUES. 3. NON -LISTED AREAS ARE IN UNCONDITION AREA. 4. ALL SKYLIGHTS TO BE LOW-E. Revision 2 5. GENERAL CONTRACTOR TO VERIFY WITH THE HOME October 23, 2024 OWNER TO VERIFY COLOR OF FRAME BEFORE ORDERING. 6. DOOR SWING CALLED FROM EXITING THE ROOM. 7. DOOR WIDTH AND HEIGHT NOTED IN FEET AND INCHES. S. DOOR AREA IS NOTED IN SQUARE FEET. Slyl�Fit fegend- 0 2020 C, SL a ry ir> SL = SKYLIGHT SFyIght Information GENERAL NOTES: 1. U - VALUES ARE BASED UPON MILGARD, SUBSTITUTE MUST BE EQUAL OR GREAT IN PERFORMANCE AND U - VALUES. 2. REFER TO THE SKYLIGHT MANUFACTURE SPECIFICATIONS FOR THE ROUGH OPENING DIMENSIONS 3. REFER TO THE SKYLIGHT MANUFACTURE SPECIFICATIONS FOR THE INSTALLATION REQUIREMENTS 4. SPECIFICATIONS PER SKYLIGHT SCHEDULE 5. NON -LISTED AREAS ARE IN UNCONDITION AREA. 6. GENERAL CONTRACTOR TO VERIFY WITH THE HOME OWNER TO VERIFY COLOR OF FRAME BEFORE ORDERING. SKYLIGHT DATA: I . THE SKYLIGHT DATA IS CONSOLIDATED BY THE SKYLIGHT TYPE. 2. SKYLIGHT FUNCTION AS LISTED IN THE REMARK SECTION OF THE SKYLIGHT SCHEDULE. Reserve for the Building Department C . IVE /O RT~>- Since 1992 Precision & Grace 1611116th,4venue Northeast Suite 224 Bellevue, ` ,4 98004-3045 O O 0 206-619-3995 creativecomfort7ggmail.com AI BID, O ry o o O O o v tip C4 OA N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 [B -W26/2014 CITY OF EDMOND Protect?§AENT Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July 11, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of , a,, , . No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means. including information storage and retrieval systems without permission in writing from cite n nVI: c oml oit i. Version: I Sheet Number A-0.3 SECTION R405 TOTAL BUILDING PERFORMANCE I R405.1 Scope. This section establishes criteria for compliance using total building performance analysis. Such analysis shall include heating, cooling, mechanical ventilation and service water -heating energy only. R405.2 Performance -based compliance. Compliance based on total building performance requires the following: 1. The requirements of the sections indicated within Table R4052(1). 2. For structures less than 1,500 square feet of conditioned floor area, the annual carbon emissions ; shall be less than or equal to 64 percent of the annual carbon emissions of the standard reference design. 3. For structures 1,500 to 5,000 square feet of conditioned floor area, the annual carbon emissions shall be no more than 47 percent of the standard reference design. 4. For structures over 5,000 square feet of conditioned floor area, the annual carbon emissions shall be no more than 41 percent of the standard reference design. 5. For structures servingGroup R-2 occupancies, the annual carbon emissions shall be less than or P P equal to 61 percent of the annual carbon emissions of the standard reference design. See Section R401.1 and residential building in Section R202 for Group R-2 scope. Carbon emissions for both the standard reference design and the proposed design shall be calculated using Table R405.2(2). Energy use derived from simulation analysis shall be expressed in pounds of carbon per square foot of conditioned floor area. R405.3 Documentation. Documentation of the software used for the performance design and the parameters for the building shall be in accordance with Sections R405.3.1 through R405.3.3. R405.3.1 Compliance software tools. Documentation verifying that the methods and accuracy of the P Y 9 Y compliance software tools conform to the provisions of this section shall be provided to the code official. R405.3.2 Compliance report. Compliance software tools shall generate a report that documents that the proposed design complies with Section R405.2. A compliance report on the proposed design shall be submitted with the application for the building permit. Upon completion of the building, a confirmed compliance report based on the confirmed condition of the building shall be submitted to the code official before a certificate of occupancy is issued. P Y Compliance reports shall include information in accordance with Sections R405.3.2.1 and R405.3.2.2. R405.3.2.1 Compliance report for permit application. A compliance report submitted with the application for building permit shall include all of the following: 1. Buildingstreet address or other building site identification. 9 2. The name, organization and contact information of the individual performing the analysis and generating the compliance report. 3. The name and version of the compliance software tool. 4. Documentation of all inputs entered into the software used to produce the results for the reference design and/or the rated home. I 5. A certificate indicating that the proposed design complied with Section R4052. The certificate shall document the building components' 9Y specifications ecifications that are included in the P energy calculation including: component -level insulation R-values or U-factors; duct system and building envelope air leakage testing assumptions; and the type and rated efficiencies of proposed heating, cooling, mechanical ventilation and service water -heating equipment to be installed. If on -site renewable energy systems will be installed, the certificate shall report the type and production size of the proposed system. Additional documentation reporting estimated annual energy production shall be provided. 6. When a site -specific report is not generated, the proposed design shall be based on the worst - case orientation and configuration of the rated home. TABLE R405.2(1) MANDATORY COMPLIANCE MEASURES FOR TOTAL BUILDING PERFORMANCE Section' Title Comments General R01.3 Certificate Envelope R02.1.1 Vapor retarder R4D2.2.3 R02.2.4.1 Eave baffle Access hatches and doors R4D2.2.10.1 Crawlspace wall insulation installations R41)2.4 Air leakage R4D2.5 Maximum fenestration U-factor Systems R03.1 Controls R4D3.3 Ducts Except for R403.3.2 and R403.3.3 R4133.4 Mechanical system piping insulation R03.5.1 Heated water circulation and temperature maintenance system R403.5.3 Drain water heat recovery units R03.5.7 Heat pump water heating R4D3.6 Mechanical ventilation R4D3.7 Equipment sizin and efficient rating 9 Y 9 R4D3.8 Systems serving multiple dwelling units R4D3.9 Snow melt system controls R4D3.10 Energy consumption of pools and spas R03.11 Portable spas R4D3.12 Residential pools and permanent residential spas Electrical Power and Lighting R4D4.1 Lighting equipment R04.2 Interior lighting controls a. Reference to a code section includes all the relative subsections except as indicated in the table, TABLE R405.2(2) CARBON EMISSIONS FACTORS TYPE CO2e (Ib/unit) UNIT Electricity 0.44 kWh Natural gas 11.7 Therm Oil 19.2 Gallon Propane 10.5 Gallon Other' 195.00 mmBtu On -site renewable energy 0.00 a. District energy systems may use alternative emission factors supported by calculations approved by the code official. TABLE R406.2 FUEL NORMALIZATION CREDITS System Credits Type Description of Primary Heating Source All Others Group R-2a I For combustion heating equipment meeting -3.0 0 minimum federal efficiency standards for the equipment listed in Table C403.3.2(5) or C403.3.2(6) 2 For an initial heating system using a heat 0 0 pump that meets federal standards for the equipment listed in Table C403.3.2(2) and supplemental heating provided by electric resistance or acombustion furnace meeting minimum standards listed in Table CO3.3.2(5)b 3 For heating system based on electric -1.0 -0.5 resistance only (either forced air or Zonal) 4c For heating system using a heat pump 1.5 2.0 that meets federal standards for the equipment listed in Table C403.3.2(2) or C403.3.2(9) or Air to water heat pump units that are configured to provide both heating and cooling and are ratedin accordance with AHRI 5501590 5 For heating system based on electric 0.5 0 resistance with: 1. Inverter -driven ductless mini -split heat pump system installed in the largest zone in the dwelling, or 2. With 2kW or less total installed heating capacity per dwelling a. See Section R401.1 and residential building in Section R202 for Group R-2 scope. b. The gas back-up furnace will operate as fan -only when the heat pump is operating. The heat pump shall operate at all temperatures above 38'F (3.3'C) (or lower). Below that "changeover" temperature, the heat pump would not operate to provide space heating. The gas furnace provides heating below 38'F (3.3'C) (or lower). c. Additional points for the HVAC system are included in Table R406.3 Excerpts of the Washington State Energy Code - Residential 2021 Edition CHAPET 3, SECTION R301, CLIMATE ZONE: 4C KING COUNTY R406.3 Additional energy efficiency requirements. Each dwelling unit in a residential building shall comply with sufficient options from Tables R406.2 and R406.3 so as to achieve the following PY p 9 minimum number of credits: 1. Small Dwelling Unit: ........................................................................................... 2.5 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building greater than 500 square feet of heated floor area but less than 1500 square feet. 2. Medium Dwelling Unit: .................................................................................... 5.0 credits All dwelling units that are not included in #1, #3 or #4. 3. Large Dwelling Unit: .......................................................................................... 6.0 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Dwellingunits serving Group R-2 occupancies: ................................................4.5 credits 9 p See Section R401.1 and residential building in Section R202 for Group R-2 scope. 5. Additions 150 square feet to 500 square feet: ................................................... 2.0 credits q The drawings included with the building permit application shall identify which options have been selected and the point value of each option, regardless of whether separate mechanical, plumbing, electrical or other permits are utilized for the project. p p J ENERGY CREDITS CREDIT(S) ' OPTION DESCRIPTION All Other Group R-2b : 1. EFFICIENT BUILDING ENVELOPE OPTIONS ■ Only one option from Items 1.1 through 1.4 may be selected in this category. Compliance with the conductive UA targets is demonstrated using Section R402.1.5, Total UA alternative, where [1-(Proposed UA(Target UA)) > the required 9oUA reduction 1.1 Prescriptive compliance is based on Table R402.1-3 with the following 0.5 0.5 ; modifications: : Vertical fenestration U = 0.22. 12 Prescriptive compliance is based on Table R402.1.3 with the following 0.5 1.0 ■ modifications: Vertical fenestration U = 025 FloorR-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.5: Reduce the Total conductive UA by 15%. 1.3 Prescriptive compliance is based on Table R402.1.3 with the following 1.0 0.5 modifications: ; Vertical fenestration U = 0.18 Ceiling and single -rafter or joist -vaulted R-60 advanced Wood frame wall R-21 int plus R-12 ci Floor R-38 Basement wall R-21 int plus R-12 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.5- Reduce the Total conductive UA by 22.5%. TABLE R406.3 (continued) ENERGY CREDITS CREDIT(S) OPTION DESCRIPTION All Other Group R-2b 1.4 Prescriptive compliance is based on Table R402.1.3 with the following 1.5 2.0 modifications: Vertical fenestration U = 0.18 Ceiling and single -rafter or joist-va ulted R-60 advanced Wood frame wall R-21 int plus R-16 ci Floor R-48 Basement wall R-21 int plus R-16 ci Slab on grade R-20 perimeter and under entire slab Below grade slab R-20 perimeter and under entire slab or Compliance based on Section R402.1.5: Reduce the Total conductive UA by 30%_ 2. AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION OPTIONS Only one option from Items 2.1 through 2.3 may be selected in this category_ 2A Compliance based on Section R402.4.12: 0.5 1.0 Reduce the tested air leakage to 2.0 air changes per hour maximum at 50 Pascals, or for R-2 Occupancies, optional compliance based on Section R402.4.12: Reduce the tested air leakage to 0.25 cfm/ft2 maximum at 50 Pascals and All whole house ventilation requirements as determined by Section M1505.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.65. To qualify to claim this credit, the building permit drawings shall specify the option being selected, the maximum tested building air leakage, and shall show the qualifying ventilation system and its control sequence of operation _ 22 Compliance based on Section R402.4.12: 1.D 1.5 Reduce the tested air leakage to 1.5 air changes per hour maximum at 50 Pascals, or for R-2 Occupancies, optional compliance based on Section R4024.12: Reduce the tested air leakage to 0.20 cfrnlft2 maximum at 50 Pascals and All whale house ventilation requirements as determined by Section N11505.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.75. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. TABLE R406.3 (continued) ENERGY CREDITS CREDIT(S) ' OPTION DESCRIPTION All Other Group R-2b ; 2.3 Compliance based on Section R402.4.1.2: 1.5 2.0 Reduce the tested air leakage to 0.6 air changes per hour maximum at 50 Pascals, or for R-2 Occupancies, optional compliance based on ; Section R402.4.1.2: Reduce the tested air leakage to 0.15 cfm/ft2 maximum at 50 Pascals : and ; All whole house ventilation requirements as determined b Section q Y M1505.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.80. Duct insulation shall comply with Section R403.3.7. To qualify to claim this credit the building permit drawings shall specify q Y 9 P 9 P fY the option being selected and shall specify the maximum tested building P 9 P ty 9 air leakage and shall show the heat recovery ventilation system. ■ 3. HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS ■ Only one option from Items 3.1 through 3.8 may be selected in this category. Item 3.9 may be taken with Items 3.1 or 3.3c only. Y 3.1a For a System Type 1 in Table R406.2: 1.0 1.0 ; Energy Star rated (U.S. North) Gas or propane furnace with minimum AFUE of 95% : or Energy Star rated (U.S. North) Gas or propane boiler with minimum AFUE of 90%. To qualify to claim this credit, the building permit drawings shall specify = the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3.2a For secondary heating system serving System Type 2 in Table R406.2: 0.5 0.5 ; Air -source centrally ducted heat pump with minimum HSPF of 9.5 or ■ Energy Star rated (U.S. North) Gas or propane boiler with minimum AFUE of 90%. To qualify to claim this credit, the building permit drawings shall specify ; the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3.33ed Air -source, centrally ducted heat pump with minimum HSPF of 9.5. 0.5 NA ■ In areas where the winter design temperature as specified in Appendix RC is 23'F or below, a cold climate heat pump found on the NEEP cc : ASHP qualified product list shall be used. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3.4a,d Closed -loop ground source heat pump; with a minimum COP of 3.3 1.5 1.0 ; or Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet and minimum COP of 3.6. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. : TABLE R406.3 (continued) ENERGY CREDITS CREDIT(S) OPTION DESCRIPTION All Other Group R-2b ; 3.5d Ductless mini -split heat pump system, zonal control: In homes where 1.5 2.0 ■ the primary space heating system is zonal electric heating, a ductless mini -split heat pump system with a minimum HSPF of 10.0 shall be installed and provide heating to the largest zone of the housing unit. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3.6a Air -source, centrally ducted heat pump with minimum HSPF of 11.0. 1.0 NIA ■ A centrally ducted air source cold climate variable capacity heat pump (cc VHP) found on the NEEP cc VCHP qualified product list with a ; minimum of 10 HSPF may be used to satisfy this requirement. In areas where the winter design temperature as specified in Appendix RC is 23'F or below, an air source centrally ducted heat pump shall be a cold climate variable capacity heat pump as listed on the NEEP qualified product list. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3.7a.d,e Ductless split system heat pumps with no electric resistance heating in 2.0 3.0 ; the primary living areas. A ductless heat pump system with a minimum : HSPF of 10 shall be sized and installed to provide heat to entire dwelling unit at the design outdoor air temperature. Exception: In homes with total heating loads of 24,000 or less using multi -zone mini -split systems with nominal ratings of 24,000 or less, the minimum HSPF to claim this credit shall be 9 HSPF. To qualify to claim this credit, the building permit drawings shall specify the option being selected, the heated floor area calculation, the heating equipment type(s), the minimum equipment efficiency, and total installed heat capacity (by equipment type). 3.8a'd Air -to -water heat pump with minimum COP of 3.2 at 47°F, rated in 1.0 NA accordance with AHRI 550/590 by an accredited or certified testing lab. To qualify to claim this credit, the building permit drawings shall specify the option being selected, the heated floor area calculation, the heating equipment type(s), the minimum equipment efficiency, and total installed heat capacity (by equipment type). 3.9c Connected thermostat meeting ENERGY STAR Certified Smart 0.5 0.5 Thermostats/EPA ENERGY STAR specifications. ; To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the thermostat model. ■ 4. HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM OPTIONS 4.1 HVAC equipment and associated duct systems) installation shall 0.5 N/A ; comply with the requirements of Section R403.3.2. Electric resistance heat, hydronic heating and ductless heat pumps are : not permitted under this option. Direct combustion heating equipment with AFUE less than 80% is not permitted under this option. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ductwork. ■ Revision 2 October 23, 2024 TABLE R406.3 (continued) ENERGY CREDITS CREDIT(S) ' OPTION DESCRIPTION All Other Group R-2 ; ■ 5. EFFICIENT WATER HEATING OPTIONS Only one option from Items 5.3 through 5.5 may be selected in this category. Items 5.1 and 5.2 may be combined with any option. ; 5.1 A drain water heat recovery unit(s) shall be installed, which captures 0.5 0.5 ; waste water heat from at least two showers, including tub/shower ; combinations. It is acceptable, but not required, for sink water to be o connected. Unit shall have a minimum efficiency of 40 /o If installed for equal flow or a minimum efficiency of 54% if installed for unequal flow. Such units shall be rated in accordance with CSA B55.1 or IAPMO IGC 346-2017 and be so labeled. To qualify to claim this credit, the building permit drawings shall include ■ a plumbing diagram that specifies the dram water heat recovery units P g 9 P rY and the plumbing layout needed to install it. Labels or other documentation shall be provided that demonstrates that the unit complies with the standard. 5.2 For Compact Hot Water Distribution system credit, the volume shall 0.5 0.5 ; store not more than 16 ounces of water between the nearest source of heated water and the termination of the fixture supply pipe where calculated using Section R403.5-2. Construction documents shall indicate the ounces of water in piping between the hot water source and : the termination of the fixture supply. When the hot water source is the nearest primed plumbing loop or trunk, this must be primed with an On Demand recirculation pump and must run a dedicated ambient return line from the furthest fixture or end of loop to the water heater. To qualify for this credit, the dwelling must have a minimum of 1.5 bathrooms. 5.3 Solar water heating supplementing a minimum standard water heater. 1.0 1.0 ; Solar water heating will provide a rated minimum savings of 85 therms ; or 2000 kWh based on the Solar Rating and Certification Corporation (SRCC) Annual Performance of OG-300 Certified Solar Water Heating System or Water heater heated by ground source heat pump meeting the requirements of Option 3.3. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment P g P fY ■ type and the minimum equipment efficiency and, for solar water heating systems, the calculation of the minimum energy savings. ; 5.4 Water heating system shall include one of the following: 2.0 2.5 ; Electric heat pump water heater meeting the standards for Tier III of NEEA's advanced water heating specification : or ' For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier III of NEEA's advanced water heating specification, shall supply domestic hot water to all units. If one water heater is ; serving more than one dwelling unit, all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe insulation. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment : type and the minimum equipment efficiency. TABLE R406.3 (continued) ENERGY CREDITS CREDIT(S) ' ' OPTION DESCRIPTION All Other Group R-2b ; 5.5 Water heating system shall include one of the following: 2.5 3.0 ■ Electric heat pump water heater with a minimum UEF of 2.9 and utilizing a split system configuration with the air -to -refrigerant heat exchanger ; located outdoors. Equipment shall meet Section 4, requirements for all units, of the NEEA standard Advanced Water Heating Specification with the UEF noted above or ' For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier III of NEEA's advanced water heating specification and utilizing a split system configuration with the air -to -refrigerant heat exchanger located outdoors, shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit, all hot water : supply and recirculation piping shall be insulated with R-8 minimum pipe insulation. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency. 6. RENEWABLE ELECTRIC ENERGY OPTION 6.1 For each 600 kWh of electrical generation per housing unit provided 0.5-4.5 0.5-4.5 annually by on -site wind or solar equipment a 0.5 credit shall be allowed, up to 4.5 credits. Generation shall be calculated as follows: For solar electric systems, the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs or approved alternate by the code official. Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors: The wind turbine power curve; average annual wind speed at the site; frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access, and include a calculation of the minimum annual energy power production. ; 7. APPLIANCE PACKAGE OPTION ; 7.1 All of the following appliances shall be new and installed in the dwelling 0.5 1.5 ■ unit and shall meet the following standards: 1. Dishwasher, standard - Energy Star rated, Most Efficient 2021 : or Dishwasher, compact - Energy Star rated (Version 6.0) 2. Refrigerator (if provided) - Energy Star rated (Version 5.1) 3. Washing machine (Residential) - Energy Star rated (Version 8.1) 4. Dryer - Energy Star rated, Most Efficient 2022 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall show the appliance type and provide documentation of Energy Star compliance. At the time of inspection, all : appliances shall be installed and connected to utilities. Dryer ducts and exterior dryer vent caps are not permitted to be installed in the dwelling unit. ' a. An alternative heating source sized at a maximum of 0.5 Wattslft2 (equivalent) of heated floor area or 500 Watts, whichever is bigger, may be installed in the dwelling unit. b. See Section R401.1 and residential building in Section R202 for Group R-2 scope. Ai c. Option 3.9 can only be taken with Options 3.1 and 3.3. To qualify to claim Option 3.8 with 3.3, the system shall be a 1-2 speed heat pump system. Variable capacity heat pumps are ineligible from claiming this option. d. This option may only be claimed if serving System Type 4 or 5 from Table R406.2. e. Primary living areas include living, dining, kitchen, family rooms, and similar areas. TABLE R402.1.3 INSULATION MINIMUM R-VALUES AND FENESTRATION REQUIREMENTS BY COMPONENTS' zt CLIMATE ZONE 5 AND MARINE 4 Fenestration U-Factor'•r 0.30 Skylight' U-Factor 0.50 Ceiling R-Value' 60 Wood Frame WaIIB•' R-Value 20+5 or 13+10 ■ ■ Floor R-Value 30 Below-Grade`•hWall R-value 10/15/21 int +5TB Slabd•r R-Value & Depth 10, 4 it a_ R-values are minimums_ U-factors and SHGC are maximums- When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b. The fenestration U-factor column excludes skylights. c. "l0/15121 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. 1Oil 5/21 5T13shall be permitted to be met with R-13 cavity tiY insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall_ "5TB" means R-5 thermal break between floor slab and basement wall_ d- R-10 continuous insulation is required under heated slab on grade floors_ See Section R4022 9.1 _ e. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth extends over the top plate of the exterior wall_ f. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter slab insulation when applied to existing slabs complyingwith Section R503.1.1. If foam plastic is P PP 9 used it shall meet the requirements for thermal barriers protecting foam plastics. , q P 9 g. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for climate zone 5 of ICC 400. In Int (intermediate framing) denotes framing and insulation as described in Section Al0322 including standard framing 16 inches on center, 78 percent of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. i_ The first value is cavity insulation, the second value is continuous insulation- Therefore, as an example, ' "R13+10" means R-13 cavity insulation plus R-10 continuous insulation. i. A maximum U-factor of 0.32 shall apply to vertical fenestration products installed in buildings located above 4000 feet in elevation above sea level, or in windbome debris regions where protection of openings is required under Section R301 2.1.2 of the International Residential Code. PROJECT SQUARE FOOTAGE SUMMARY RESIDENCE EXISTING MAIN FLOOR 942 GARAGE CONVERTED SPACE CONVERTED SPACE GARAGE 258 SUBTOTAL BUILDINC 1,200 COVERED PORCH COVERED DECK TOTAL BUILDING DECK REMOVE ADDITION TOTAL REMODEL 0 516 1,458 942 0 258 258 -258 0 -258 774 1,716 0 61 61 0 138 138 0 0 199 199 105 -105 279 279 * ADDITION TOTAL INCLUDES THE CONVERTED SPACE Energy Credit Summary Table R406.3 Summary Chart Category Option Credit 1. EFFICIENT BUILDING ENVELOPE OPTIONS 1.2 0.5 2. AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION OPTIONS 2.2 1 3. HIGH EFFICIENCY HVAC EQUIPMENT OPTION4 3.2 0.5 4. HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM OPTIONS 5. EFFICIENT WATER HEATING OPTIONS 5.4 2 6. RENEWABLE ELECTRIC ENERGY OPTION 7. APPLIANCE PACKAGE OPTION 7.1 0.5 Total 4.5 Table R406.2 Summary Chart System Credit Type 5 0.5 Total 5 S.O.G. WALL WALL WALL WALL R-10 R-13 R-15 R-20 R-25 INSULATION 3-1/2" 3-1/2" 5-1/2" 5-1/2" BATT: FIBERGLASS 3-1/2" 3-1/2" 5-1/2" 5-1/2" BATT: MINERAL WOOL 3-1/2" 3-1/2" 5-1/2" 5-1/2" FOAM BOARD 2" 2-5/8" 3" 4" 5" CCSM 1-7:0' 2-1 /8" 2-7/8" 3-9/16" * CLOSE CELL SPRAY FOAM NOTES BATT: FIBERGLASS, JOHNSMANVILLE BATT-. MINERAL WOOL, JOHNSMANVILLE BLOWN IN: FIBERGLASS, JOHNSMANVILLE FOAM BOARD: R-5 PER INCH CLOSE CELL SPRAY FOAM: R-7 PER INCH Reserve for the Building Department IVE -/O RT;- Since 1992 Precision & Grace 1611116thAvenue Northeast Suite 224 Bellevue, ` ,4 98004-3045 0 0 0 206-619-3995 creativecomfort7ggmail.com AI BID, O �t- O� U rw O u O � v �w � O d0 OA N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 -W26/2014 CITY OF EDMOND Project 1;9/IENT Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July 11, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - I: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of , a,, , . No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means. including information storage and retrieval systems without permission m writing from citi n mq: c oii oit i. Version: I Sheet Number A-0.4 EXCERPTS OF THE 2021 International Residential Code: Part III Chapter 3 BUILDING PLANNING, SECTION R301 THRU R308 (THESE I.R.C. EXCEPTS DOES NOT RELEASE YOU FROM YOUR RESPONSIBILITY OF THE I.R.C.) CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA R301.1 APPLICATION. BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD -RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. R301.1.1 ALTERNATIVE PROVISIONS. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1, THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THIS CODE AND THE LIMITATIONS THEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. I. AWC WOOD FRAME CONSTRUCTION MANUAL (WFCM). 2. AISISTANDARD FOR COLD -FORMED STEEL FRAMING -PRESCRIPTIVE METHOD FOR ONE- AND TWO-FAMILY DWELLINGS (AISI S230). 3. ICCSTANDARD ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC 400). R301.1.2 CONSTRUCTION SYSTEMS. THE REQUIREMENTS OF THIS CODE ARE BASED r N PLATFORM AND BALLnC)N-FRAME CONSTRUCTION FOR LIGHT -FRAME BUILDINGS FHE REQUIREMENTS FOR JNCI, TE AND MASONRY BUILDINGS ARE BASED ON A BALLC N FRAMING SYSTEM. OTI =R FRT ,MING SYS EMS MUST HAVE EQUIVALENT DETAILING TO ENSU FORCE TRANSFER, CON NUI Y AND COMPATIBLE DEFORMATIONS. R301.1.3 ENGINEERED DESIGN WHERE A BUILDING OF OTHERWISE CONVENTIONAL CONSTRUCTION CONTAINS STRUCTURAL ELEMENTS EXCEEDING THE LIMITS OF SECTION R301 OR OTHERWISE NOT CONFORMING TO THIS CODE, THESE ELEMENTS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE EXTENT OF SUCH DESIGN NEED ONLY DEMONSTRATE COMPLIANCE OF NONCONVENTIONAL ELEMENTS WITH OTHER APPLICABLE PROVISIONS AND SHALL BE COMPATIBLE WITH THE PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEM. ENGINEERED DESIGN IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE IS PERMITTED FOR BUILDINGS AND STRUCTURES, AND PARTS THEREOF, INCLUDED IN THE SCOPE OF THIS CODE. R301.1.4 INTERMODAL SHIPPING CONTAINERS. INTERMODAL SHIPPING CONTAINERS THAT ARE REPURPOSED FOR USE AS BUILDINGS OR STRUCTURES SHALL BE DESIGNED IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS IN SECTION 3115 OF THE INTERNATIONAL BUILDING CODE, R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA. BUILDINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AS LIMITED BY THE PROVISIONS OF THIS SECTION. ADDITIONAL CRITERIA SHALL BE ESTABLISHED BY THE LOCAL JURISDICTION AND SET FORTH IN TABLE R301.2. R301.2.1 WIND DESIGN CRITERIA. BUILDINGS AND PORTIONS THEREOF SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE WIND PROVISIONS OF THIS CODE USING THE ULTIMATE DESIGN WIND SPEED IN TABLE R301.2 AS DETERMINED FROM FIGURE R301.2(2). THE STRUCTURAL PROVISIONS OF THIS CODE FOR WIND LOADS ARE NOT PERMITTED WHERE WIND DESIGN IS REQUIRED AS SPECIFIED IN SECTION R301.2.1.1. WHERE DIFFERENT CONSTRUCTION METHODS AND STRUCTURAL MATERIALS ARE USED FOR VARIOUS PORTIONS OF A BUILDING, THE APPLICABLE REQUIREMENTS OF THIS SECTION FOR EACH PORTION SHALL APPLY. WHERE NOT OTHERWISE SPECIFIED, THE WIND LOADS LISTED IN TABLE R301.2. I (1) ADJUSTED FOR HEIGHT AND EXPOSURE USING TABLE R301.2.1(2) SHALL BE USED TO DETERMINE DESIGN LOAD PERFORMANCE REQUIREMENTS FOR WALL COVERINGS, CURTAIN WALLS, ROOF COVERINGS, EXTERIOR WINDOWS, SKYLIGHTS, GARAGE DOORS AND EXTERIOR DOORS. ASPHALT SHINGLES SHALL BE DESIGNED FOR WIND SPEEDS IN ACCORDANCE WITH SECTION R905.2.4. METAL ROOF SHINGLES SHALL BE DESIGNED FOR WIND SPEEDS IN ACCORDANCE WITH SECTION R905.4.4. A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT THE APPLICABLE UPLIFT FORCES IN SECTION R802.1 I FROM THE ROOF ASSEMBLY TO THE FOUNDATION. WHERE ULTIMATE DESIGN WIND SPEEDS IN FIGURE R301.2(2) ARE LESS THAN THE LOWEST WIND SPEED INDICATED IN THE PRESCRIPTIVE PROVISIONS OF THIS CODE, THE LOWEST WIND SPEED INDICATED IN THE PRESCRIPTIVE PROVISIONS OF THIS CODE SHALL BE USED. R301.2.1.1 WIND LIMITATIONS AND WIND DESIGN REQUIRED. THE WIND PROVISIONS OF THIS CODE SHALL NOT APPLY TO THE DESIGN OF BUILDINGS WHERE WIND DESIGN IS REQUIRED IN ACCORDANCE WITH FIGURE R301.2.1.1, OR WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, IN FIGURE R301.2(2) EQUALS OR EXCEEDS 140 MILES PER HOUR (225 KPH) IN A SPECIAL WIND REGION. EXCEPTIONS: I.FOR CONCRETE CONSTRUCTION, THE WIND PROVISIONS OF THIS CODE SHALL APPLY IN ACCORDANCE WITH THE LIMITATIONS OF SECTIONS R404 AND R608. 2.FOR STRUCTURAL INSULATED PANELS, THE WIND PROVISIONS OF THIS CODE SHALL APPLY IN ACCORDANCE WITH THE LIMITATIONS OF SECTION R610. 3.FOR COLD -FORMED STEEL LIGHT -FRAME CONSTRUCTION, THE WIND PROVISIONS OF THIS CODE SHALL APPLY IN ACCORDANCE WITH THE LIMITATIONS OF SECTIONS R505, R603 AND R804. R301.3 STORY HEIGHT. THE WIND AND SEISMIC PROVISIONS OF THIS CODE SHALL APPLY TO BUILDINGS WITH STORY HEIGHTS NOT EXCEEDING THE FOLLOWING: I .FOR WOOD WALL FRAMING, THE STORY HEIGHT SHALL NOT EXCEED I I FEET 7 INCHES (3531 MM) AND THE LATERALLY UNSUPPORTED BEARING WALL STUD HEIGHT PERMITTED BY TABLE R602.3(5). EXCEPTION: A STORY HEIGHT NOT EXCEEDING 13 FEET 7 INCHES (4140 MM) IS PERMITTED PROVIDED THAT THE MAXIMUM WALL STUD CLEAR HEIGHT DOES NOT EXCEED 12 FEET (3658 MM), THE WALL STUDS ARE IN ACCORDANCE WITH EXCEPTION 2 OR 3 OF SECTION R602.3.1 OR AN ENGINEERED DESIGN IS PROVIDED FOR THE WALL FRAMING MEMBERS, AND WALL BRACING FOR THE BUILDING IS IN ACCORDANCE WITH SECTION R602.10. STUDS SHALL BE LATERALLY SUPPORTED AT THE TOP AND BOTTOM PLATE IN ACCORDANCE WITH SECTION R602.3. 2.FOR COLD -FORMED STEEL WALL FRAMING, THE STORY HEIGHT SHALL BE NOT MORE THAN I I FEET 7 INCHES (3531 MM) AND THE UNSUPPORTED BEARING WALL STUD HEIGHT SHALL BE NOT MORE THAN 10 FEET (3048 MM). 3. FOR MASONRY WALLS, THE STORY HEIGHT SHALL BE NOT MORE THAN 13 FEET 7 INCHES (4140 MM) AND THE BEARING WALL CLEAR HEIGHT SHALL BE NOT MORE THAN 12 FEET (3658 MM). EXCEPTION: AN ADDITIONAL 8 FEET (2438 MM) OF BEARING WALL CLEAR HEIGHT IS PERMITTED FOR GABLE END WALLS, 4.FOR INSULATING CONCRETE FORM WALLS, THE MAXIMUM STORY HEIGHT SHALL NOT EXCEED I 1 FEET 7 INCHES (3531 MM) AND THE MAXIMUM UNSUPPORTED WALL HEIGHT PER STORY AS PERMITTED BY SECTION R608 TABLES SHALL NOT EXCEED 10 FEET (3048 MM). 5. FOR STRUCTURAL INSULATED PANEL (SIP) WALLS, THE STORY HEIGHT SHALL BE NOT MORE THAN I I FEET 7 INCHES (3531 MM) AND THE BEARING WALL HEIGHT PER STORY AS PERMITTED BY SECTION R610 TABLES SHALL NOT EXCEED 10 FEET (3048 MM). FOR WALLS OTHER THAN WOOD -FRAMED WALLS, INDIVIDUAL WALLS OR WALL STUDS SHALL BE PERMITTED TO EXCEED THESE LIMITS AS PERMITTED BY CHAPTER 6, PROVIDED THAT THE STORY HEIGHTS OF THIS SECTION ARE NOT EXCEEDED. AN ENGINEERED DESIGN SHALL BE PROVIDED FOR THE WALL OR WALL FRAMING MEMBERS WHERE THE LIMITS OF CHAPTER 6 ARE EXCEEDED. WHERE THE STORY HEIGHT LIMITS OF THIS SECTION ARE EXCEEDED, THE DESIGN OF THE BUILDING, OR THE NONCOMPLIANT PORTIONS THEREOF, TO RESIST WIND AND SEISMIC LOADS SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE R301.4 DEAD LOAD. THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHALL BE USED FOR DETERMINING DEAD LOAD WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE EQUIPMENT. R301.5 LIVE LOAD. THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD SHALL BE AS PROVIDED IN TABLE R301.5. TABLE R301.5MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) USE ININHABITAI .E ATTIC WI7 our STO,?AG b VINHABITA LE ATTIC WITI- '.IMITFO STC AGE b, g F, BITABLE / TICS Ah )ATTIC SEP ✓ED W H FIXED STAIRS Bf CONIES XTERIOI AND DL ';S e Flkt ESCAPtS UNIFROM LOAD (psf) CONCENTRATED LOAD (pso 10 - 20 - 30 - 40 - 40 - GUARDS - 200 h,► GUARD IN -FILL COMPONENTS f - 50 h HANDRAIL d - 2,000 h PASSENGER VEHICLE GARAGES AREAS OTHER THAN SLEEPING AREAS 40 - SLEEPING AREAS 30 - STAIRS 4CF 300 c FOR St: I INCH = 25.4 MM, I POUND PER SQUARE FOOT = 0.0479 KPA, I SQUARE INCH = 645 MM2, I POUND = 4.45 N. a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 2,000-POUND CONCENTRATED LOAD APPLIED ON AN AREA OF 41/2 INCHES BY 41/2 INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. c.INDIVIDUAL cTAIR TREADS _ IIALL BE CAPABLE OF SUPPORTING THE UNIFORMLY DISTRIBUTEF LIVE LOAD OR A 300-POUND CONCENTRATED LOAD APPLIED ON AN AREA OF 2 INCHES F ' 2 INCHES, WHICHEVER I :OUP "ES THE G =A I tK .;TRESSEF d. A SING CONCENTRATED LOAD, 'PI IFS) IN ANY [ RFCTION AT ANY 'OINT ALO G THE TOP. FOR GUARD NOT REQUIRED 0 SL 'VE AS A H NDRAIL, TNc LOA, NEED NC BE APPLIED TC, IF TOP ELEMENT OF - IE GU, 'D IN A IRECTION "ARALLE► TO SUCI ELEMENT. e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. f. GUARD IN -FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO I SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. g. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET. I .THE ATTIC AREA IS ACCESSED FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES. 2. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN 2 UNITS VERTICAL IN 12 UNITS HORIZONTAL. 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTH. THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESI NED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POI JDS PER SQUARE FOOT. h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A L. 'r) ADJUSTMENT FACTOR OF 4. THE LOAD ADJUSTMENT FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE IN -FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. i. WHERE THE TOP OF A GUARD SYSTEM IS NOT REQUIRED TO SERVE AS A HANDRAIL, THE SINGLE CONCENTRATED LOAD SHALL BE APPLIED AT ANY POINT ALONG THE TOP, IN THE VERTICAL DOWNWARD DIRECTION AND IN THE HORIZONTAL DIRECTION AWAY FROM THE WALKING SURFACE. WHERE THE TOP OF A GUARD IS ALSO SERVING AS THE HANDRAIL, A SINGLE CONCENTRATED LOAD SHALL BE APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. CONCENTRATED LOADS SHALL NOT BE APPLIED CONCURRENTLY. EXCEPTION: AN ADDITIONAL 8 FEET (2438 MM) OF BEARING WALL CLEAR HEIGHT IS PERMITTED FOR GABLE END WALLS. R301.6 ROOF LOAD. THE ROOF SHALL BE DESIGNED FOR THE LIVE LOAD INDICATED IN TABLE R301.6 OR THE GROUND SNOW LOAD INDICATED IN TABLE R301.2, WHICHEVER IS GREATER R301.8 NOMINAL SIZES. FOR THE PURPOSES OF THIS CODE, DIMENSIONS OF LUMBER SPECIFIED SHALL BE DEEMED TO BE NOMINAL DIMENSIONS UNLESS SPECIFICALLY DESIGNATED AS ACTUAL DIMENSIONS. SECTION R308 GLAZING R308.1 IDENTIFICATION. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC -FIRED, LASER ETCHED, EMBOSSED, OR BE OF A TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE MANUFACTURER'S DESIGNATION. EXCEPTIONS: I. FOR OTHER THAN TEMPERED GLASS, MANUFACTURER'S DESIGNATIONS ARE NOT REQUIRED PROVIDED THAT THE BU11DIN6 OFFICIAL APPROVES THE USE OF A CERTIFICATE, AFFIDAVIT OR OTHER EVIDENCE CONFIRMING COMPLIANCE WITH THIS CODE. 2. TEMPERED SPANDREL GLASS IS PERMITTED TO BE IDENTIFIED BY THE MANUFACTURER WITH A REMOVABLE PAPER DESIGNATION. R308.1.1 IDENTIFICATION OF MULTIPLE ASSEMBLIES. MULTI -PANE ASSEMBLIES HAVING INDIVIDUAL PANES NOT EXCEEDING I SQUARE FOOT (0.09 M2) IN EXPOSED AREA SHALL HAVE NOT LESS THAN ONE PANE IN THE ASSEMBLY IDENTIFIED IN ACCORDANCE WITH SECTION R308. 1. OTHER PANES THE ASS." 1BLY SHALL BE LABELED "CPSC 16 CFR 1201 " OR "ANSI Z97.1 " AS APPROPRIATE. R308.2 LOUVE :ED WINS VU OR J/d JU! ES. REGULAR, FLOAT, u 'RED OR PATP.RN=D C ASS IN r LOL IES AND OUVERED Wit JDC (IS SHALL BE NOT LESS ' IAN NOMINAL ;/16 I. 7,1(5A M) 1 IICK ANG 'OT MORE Tr1An 18 "("HFS t I "' .)MM) IN _-""=T: i. EXPr_ ,SED GLASS EDP _:S c_ _ ALL BE SML, Tu R308.2.1 WIRED GLASS PROHIBITED. WIRED GLASS WITH WIRE EXPOSED ON LONGITUDINAL EDGES SHALL NOT BE USED IN JALOUSIES OR LOUVERED WINDOWS. R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS, INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4, SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3. 1. EXCEPTIONS: 1. LOUVERED WINDOWS AND JALOUSIES SHALL COMPLY WITH SECTION R308.2. 2. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 3. GLASS UNIT MASONRY COMPLYING WITH SECTION R607 R308.3. I IMPACT TEST. WHERE REQUIRED BY OTHER SECTIONS OF THE CODE, GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR 1201. GLAZING SHALL COMPLY WITH THE TEST CRITERIA FOR CATEGORY It UNLESS OTHERWISE INDICATED IN TABLE R308.3.1(1). EXCEPTION: GLAZING NOT IN DOORS OR ENCLOSURES FOR HOT TI lac WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOV'1RS SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE WITH ANSI Z97 . GLAZING SHALL %"ON LY WITH THE TEST CRITERIA FOR CLASS A UNLESS IN' ICATED IN TABLE R30t 3.1(2). FABLI R308.3.1(1) MINIMUM CATEGORY CL, '51FICATION OF GLAZING USING CPSC 16 CFR 120 EXPOSED GLAZING IN GLAZING IN GLAZED PANELS GLAZED PANELS GLAZING IN SLIDING SURFACE STORM OR DOORS REGULATED BY REGULATED BY DOORS AND GLASS AREA OF ONE COMBINATION (Category ITEM 7 OF ITEM 6 OF ENCLOSURES DOORS SIDE OF ONE DOORS Class) SECTION R308.4.3 SECTION R308.4.2 REGULATED BY PATIO LITE (Category (Category Class) (Category Class) ITEM 5 OF TYPE Class) SECTION R308.4.5 (Category (Category Class) Class) 9 SO FT I 1 NR 1 It 11 OR LESS MORE It 11 It 1 It 11 THAN 9 SO FT FOR Sk I SQUARE FOOT = 0.0929 M2. NR MEANS "NO REQUIREMENT. " TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC ANSI Z97.1 EXPOSED SURFACE GLAZED PANEL GLAZED PANELS REGULATED DOORS AND ENCLOSURES REGULATED AREA OF ONE REGULATED BY BY SECTION R308.4.2 BY SECTION R308.4.5 a SIDE OF ONE LITE SECTION R308.4.3 (Category Class) (Category Class) (Category Class) 9 SO FT NO B A 0,' LESS REQUIREMENT MORE T144N A A A 9 SO FT FOR S I SQI.'ARE FOOT = 09)9 M2. a. U _ IS, ':RMITTED NLY BY THE EXCEL 'ION TO S :TION F 08.3.1. K308.4 HAZAiy00bD LOCAFIONS. THE LOCATIONS SPECIFIED IN SECTIONS R308.4.1 THROUGH R308.4.7 SHALL BE CONSIDERED TO BE SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING. R308.4.1 GLAZING IN DOORS. GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: I. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 31NCH-DIAMETER (76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLAZING. Revision 2 October 23, 2024 R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: I. WHERE THE GLAZING IS WITHIN 24 INCHES (6 10 MM) OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. 2. WHERE THE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES (6 10 MM) OF THE HINGE SIDE OF AN IN -SWINGING DOOR. EXCEPTIONS: I. DECORATIVE GLAZING, 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS R308.4.3 GLAZING IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET (0.836 M2), 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES (45 7 MM) ABVE THE FLOOR, THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: I. DECORATIVE GLAZING. 2. WHERE A HORIZONTAL RAIL IS INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE GLAZING 34 TO 38 INCHES (864 TO 965 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) WITHOUT CONTACTING THE GLASS AND HAVE A CROSS -SECTIONAL HEIGHT OF NOT LESS THAN 11/2 INCHES (38 MM). 3. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS WHERE THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR, R308.4.4 GLAZING IN GUARDS AND RAILINGS. GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN -FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. R308.4.5 GLAZING AND WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR ADJACENT HOT TUBS, SPAS, THIRLF,-OLS, SAUN'a, ST-tiv, � OOMS, P„I;:7113S, SH- E,7 AND INL OO;: o;Z OJTDOOR St 'MM'P 3 POOLS I HERE HE BOTTOM EXPOSE_ EDC OF T E GLAZING I' LESS THAN 60 INC -IES (1. 74 MPA) 1 EAST 'Fn CFR' ICALLY ABOVE AN STANOING OR WAI ING SURFACE SH ALL BE C )NSIDER 2 TC BE A HA VADOUS LOC iTIC J. Tt SHALL APPL TO SINGLE GLAZ NG Air EACH 'AN IN MULTI, r GLAZING. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES (1524 MM), MEASURED HORIZONTALLY, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES (914 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: 1. WHERE A RAIL IS INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE GLAZING 34 TO 38 INCHES (864 TO 965 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) WITHOUT CONTACTING THE GLASS AND HAVE A CROSS -SECTIONAL HEIGHT OF NOT LESS THAN 11/2 INCHES (38 MM). 2. GLAZING 36 INCHES (914 MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING SURFACE. R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES (914 MM) ABOVE THE LANDING AND WITHIN A 60-INCH (1524 MM) HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A !-.IA ZA:, .SOUS LOCATION. EXCEPTIONS: THE GLAZING IS PROTECTED BY A GUARD COMPLYING WITH SECTION R312 AND THE' -ANE OF THE GLASS IS MORE IHAII, 'INCh 7 (4 5 7 MM) FROM THE 61 RD . GLAZING LESS THAN 36" ABOVE LANDINGS WITHIN THIA AREA ARE CONSIDERED TO BE IN HAZARDOUS LOCAATIONS, UNLESS THE EXCEPTION TO SECTION R308.4.7 IS SATISFIED o � o lD l0 0 LANDING tO� BOTTOM TREAD NOSING 60" 1 S 60" R S For Sk I inch = 25.4 mm. FIGURE R308.4.7 PROHIBITED GLAZING LOCATIONS AT BOTTOM R308.5 SITE -BUILT WINDOWS. SITE -BUILT WINDOWS SHALL COMPLY WITH SECTION 2404 OF THE INTERNATIONAL BUILDING CODE. R308.6.1 DEFINITIONS. THE FOLLOWING TERMS ARE DEFINED IN CHAPTER 2: SKYLIGHT, UNIT. SKYLIGHTS AND SLOPED GLAZING. TUBULAR DAYLIGHTING DEVICE (TDD). R308.6.2 MATERIALS. THE FOLLOWING TYPES OF GLAZING SHALL BE PERMITTED TO BE USED: I . LAMINATED GLASS WITH NOT LESS THAN A 0.015-INCH (0.38 MM) POLYVINYL BUTYRAL INTERLAYER FOR GLASS PANES 16 SQUARE FEET (1.5 M2) OR LESS IN AREA LOCATED SUCH THAT THE HIGHEST POINT OF THE GLASS IS NOT MORE THAN 12 FEET (3658 MM) ABOVE A WALKING SURFACE OR OTHER ACCESSIBLE AREA; FOR HIGHER OR LARGER SIZES, THE INTERLAYER THICKNESS SHALL BE NOT LESS THAN 0.030 INCH (0. 76 MM). 2. FULLY TEMPERED GLASS. 3. HEAT -STRENGTHENED GLASS. 4. WIRED GLASS. 5. APPROVED RIGID PLASTICS. R308.6.3 SCREENS, GENERAL. FOR FULLY TEMPERED OR HEAT -STRENGTHENED GLASS, A BROKEN GLASS RETENTION SCREEN MEETING THE REQUIREMENTS OF SECTION R308.6.7 SHALL BE INSTALLED BELOW THE FULL AREA OF THE GLASS, EXCEPT FOR FULLY TEMPERED GLASS THAT MEETS CONDITION I OR 2 LISTED IN SECTION R308.6.5.. R308.6.4 SCREENS WITH MULTIPLE GLAZING. WHERE THE INBOARD PANE IS FULLY TEMPERED, HEAT -STRENGTHENED OR WIRED GLASS, A BROKEN GLASS RETENTION SCREEN MEETING THE REQUIREMENTS OF SECTION R308.6.7 SHALL BE INSTALLED BELOW THE FULL AREA OF THE GLASS, EXCEPT FOR CONDITION I OR 2 LISTED IN SECTION R308.6.5. OTHER PANES IN THE MULTIPLE GLAZING SHALL BE OF ANY TYPE LISTED IN SECTION R308.6.2. R308.6.5 SCREENS NOT REQUIRED. SCREENS SHALL NOT BE REQUIRED WHERE LAMINATED GLASS COMPLYING WITH ITEM 1 OF SECTION R308.6.2 IS USED AS SINGLE GLAZING OR THE INBOARD PANE IN MULTIPLE GLAZING. SCREENS SHALL NOT BE REQUIRED WHERE FULLY TEMPERED GLASS IS USED AS SINGLE GLAZING OR THE INBOARD PANE IN MULTIPLE GLAZING AND EITHER OF THE FOLLOWING CONDITIONS IS MET. 1. GLASS AREA 16 SQUARE FEET (1.49 M2) OR LESS. HIGHEST POINT OF GLASS NOT MORE THAN 12 FEET (3658 MM) ABOVE A WALKING SURFACE OR OTHER ACCESSIBLE AREA, NOMINAL GLASS THICKNESS NOT MORE THAN 3116 INCH (4.8 MM), AND (FOR MULTIPLE GLAZING ONLY) THE OTHER PANE OR PANES FULLY TEMPERED, LAMINATED OR WIRED GLASS. 2. GLASS AREA GREATER THAN 16 SQUARE FEET (1.49 M2). GLASS SLOPED 30 DEGREES (0.52 RAD) OR LESS FROM VERTICAL, AND HIGHEST POINT OF GLASS NOT MORE THAN 10 FEET (3048 MM) ABOVE A WALKING SURFACE OR OTHER ACCESSIBLE AREA. R308.6.6 GLASS IN GREENHOUSES. ANY GLAZING MATERIAL IS PERMITTED TO BE INSTALLED WITHOUT SCREENING IN THE SLOPED AREAS OF GREENHOUSES, PROVIDED THAT THE GREENHOUSE HEIGHT AT THE RIDGE DOES NOT EXCEED 20 FEET (6096 MM) ABOVE GRADE. R308.6.7 SCREEN CHARACTERISTICS. THE SCREEN AND ITS FASTENINGS SHALL: BE CAPABLE OF SUPPORTING TWICE THE WEIGHT OF THE GLAZING; BE FIRMLY AND SUBSTANTIALLY FASTENED TO THE FRAMING MEMBERS; BE INSTALLED WITHIN 4 INCHES (102 MM) OF THE GLASS; AND HAVE A MESH OPENING OF NOT GREATER THAN I INCH BY I INCH (25 MM BY 25 MM). R308.6.8 CURBS FOR SKYLIGHTS. UNIT SKYLIGHTS INSTALLED IN A ROOF WITH A PITCH FLATTER THAN THREE UNITS VERTICAL IN 12 UNITS HORIZONTAL (25-PERCENT SLOPE) SHALL BE MOUNTED ON A CURB EXTENDING NOT LESS THAN 4 INCHES (102 MM) ABOVE THE PLANE OF THE ROOF UNLESS OTHERWISE SPECIFIED IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. R308.6.9 TESTING AND LABELING. UNIT SKYLIGHTS AND TUBULAR DAYLIGHTING DEVICES SHALL BE TESTED BY AN APPROVED INDEPENDENT LABORATORY, AND BEAR A LABEL IDENTIFYING MANUFACTURER, PERFORMANCE GRADE RATING AND APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF AAMA/WDMA/CSA 101/I.S.2/A440. R308.6.9.1 COMPARATIVE ANALYSIS FOR GLASS -GLAZED UNIT SKYLIGHTS. I STRUCTURAL WIND LOAD DESIGN PRESSURES FOR GLASS -GLAZED UNIT SKYLIGHTS T THA."! `E: SIZE Tr✓T`'^ IN ACCC.':^,n 1 1111-E PITH SECTION R308.6.9 SHALL BE 1 RMITTED TO BE D►, "REP - THE I THE DESIC I VALUE OF THE TESTED UNIT WHERE ETERMIN_D IN ACCG RD NCE WITH ONE )F THE FOLLOWING COMPARATIVE NALYSIS METHODS I. _ "LICTURAL WIC I LOAL _)ESIGN PRE iURES FOR GLASS -GLAZED UNIT SKYLIGHTS SMALLER THAN IHE SIZE IESIED IN ACCORDANCE WITH SECTION R308.6.9 SHALL BE PERMITTED TO BE HIGHER THAN THE DESIGN VALUE OF THE TESTED UNIT PROVIDED THAT SUCH HIGHER PRESSURES ARE DETERMINED BY ACCEPTED ENGINEERING ANALYSIS. COMPONENTS OF THE SMALLER UNIT SHALL BE THE SAME AS THOSE OF THE TESTED UNIT. SUCH CALCULATED DESIGN PRESSURES SHALL BE VALIDATED BY AN ADDITIONAL TEST OF THE GLASS -GLAZED UNIT SKYLIGHT HAVING THE HIGHEST ALLOWABLE DESIGN PRESSURE. 2. IN ACCORDANCE WITH WDMA I.S. 11. Reserve for the Building Department C R EATIVE O Since 3 Precision & Grace 1611 116th Avenue Northeast Suite 224 Bellevue, Washington 98004 O O O 206-619-3995 creativecomfort79gmail.com 0 �t- 0� o 0 ry O o o v 1:z� y U � ry � V V O O N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 UB T ft2024 y CI OF EDMONDS DEVELOPMENT Pr9j4wlC0U1JH &RTME T Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July 1 I, 2024 Bid Issued: May 16, 2024 Structural Issued: July 1 I, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All cart ents within this sheet to include the intellectual property is the sole property of , izis nvr roarck, . No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information s orage and retrieval systems without permission in writing from , zin inn ccmrc2 i. Version: I Sheet Number A-0.5 EXCERPTS OF THE 2021 International Residential Code: Part III Chapter 3 BUILDING PLANNING, SECTIONS 309 THRU 311 (THESE I.R.C. EXCEPTS DOES NOT RELEASE YOU FROM YOUR RESPONSIBILITY OF THE I.R.C.) SECTION R309 R310.4.2.1 LADDERS. R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. T R311.7.5.1 RISERS. R311.7.8.4 CONTINUITY. GARAGES AND CARPORTE LADDERS AND RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT LESS THAN 12 INCHES (305 HERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE THE RISER HEIGHT SHALL BE NOT MORE THAN 7 3/4 INCHES (196 MM). THE RISER SHALL BE HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A WIDTH OF EACH LANDING SHALL BE NOT LESS THAN THE DOOR SERVED. EVERY LANDING MM), SHALL PROJECT NOT LESS THAN 3 INCHES (76 MM) FROM THE WALL AND SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS, THE GREATEST POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE R309. I FLOOR SURFACE. SHALL HAVE A DIMENSION OF NOT LESS THAN 36 INCHES (914 MM) MEASURED IN THE SPACED NOT MORE THAN 18 INCHES (457 MM) ON CENTER VERTICALLY FOR THE FULL RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED TOWARD A WALL, GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. HEIGHT OF THE AREA WELL. DIRECTION OF TRAVEL. THE SLOPE AT EXTERIOR LANDINGS SHALL NOT EXCEED 1/4 UNIT THAN 3/8 INCH (9.5 MM). RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF GUARD WALKING SURFACE CONTINUOUS TO ITSELF, OR TERMINATE TO A POST. VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT). THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES 0.51 RAD) ( EXCEPTIONS: THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE R310.4.2.2 STEPS. FROM THE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED I . HANDRAIL CONTINUITY SHALL BE PERMITTED TO BE INTERRUPTED BY A SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN EXCEPTION: EXTERIOR BALCONIES LESS THAN 60 SQUARE FEET (5.6 M2) AND ONLY MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, TO THE FLOOR OR GRADE NEWEL POST AT A TURN IN A FLIGHT WITH WINDERS, AT A LANDING, OR VEHICLE ENTRY DOORWAY. STEPS SHALL HAVE AN INSIDE WIDTH OF NOT LESS THAN 12 INCHES (305 MM), A MINIMUM ACCESSED FROM A DOOR ARE PERMITTED TO HAVE A LANDING THAT IS LESS THAN 36 BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE. OVER THE LOWEST TREAD. R309.2 CARPORTS SURFACE. TREAD DEPTH OF 5 INCHES (127 MM) AND A MAXIMUM RISER HEIGHT OF 18 INCHES (457 MM) INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. EXCEPTIONS FOR THE FULL HEIGHT OF THE AREA WELL. 2. A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED TO CARPORTS SHALL BE OPEN ON NOT LESS THAN TWO SIDES. CARPORT FLOOR SURFACES BE NONCOMBUSTIBLE MATERIAL, NOT TWO R310.4.3 DRAINAGE. R31 1.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOORS. I • THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL TERMINATE OVER THE LOWEST TREAD AND OVER THE TOP LANDING. SHALL OF APPROVED CARPORTS OPEN ON OR STAIRWAYS, R311.7.8.5 GRIP SIZE. MORE SIDES SHALL BE CONSIDERED TO BE A GARAGE AND SHALL COMPLY WITH THE AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDING'S LANDINGS OR FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL BE NOT MORE THAN PROVISIONS OF THIS SECTION FOR GARAGES. FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION R405.1. 11/2 INCHES (38 MM) LOWER THAN THE TOP OF THE THRESHOLD. 2. THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE EXCEPTION: THE LANDING OR FLOOR ON THE EXTERIOR SIDE SHALL BE NOT MORE WITH SECTION R311. 7. 10. 1. GRASPABILITY. SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN EXCEPTION: A DRAINAGE SYSTEM FOR AREA WELLS IS NOT REQUIRED WHERE THE THAN 7314 INCHES (196 MM) BELOW THE TOP OF THE THRESHOLD PROVIDED THAT FOUNDATION IS ON WELL SOIL OR SAND MIXTURE SOILS IN R311.7.5.2 TREADS. I . TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE VEHICLE ENTRY DOORWAY. -DRAINED -GRAVEL THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR. DIAMETER OF NOT LESS THAN 1 1/4 INCHES (32 MM) AND NOT GREATER THAN 2 ACCORDANCE WITH THE INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER EXCEPTION: ASPHALT SURFACES SHALL BE PERMITTED AT GROUND LEVEL IN CARPORTS. UNITED SOIL CLASSIFICATION SYSTEM, GROUP I SOILS, AS DETAILED IN TABLE R405.1. WHERE EXTERIOR LANDINGS OR FLOORS SERVING THE REQUIRED EGRESS DOOR ARE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD OF NOT LESS THAN 4 INCHES (102 MM) AND NOT GREATER THAN 61/4 INCHES (160 R309.3 FLOOD HAZARD AREAS. R3 10.4.4 BARS, GRILLES, COVERS AND SCREENS. NOT AT GRADE, THEY SHALL BE PROVIDED WITH ACCESS TO GRADE MEANS A DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO MM AND A CROSS SECTION OF NOT MORE THAN 2 1/4 INCHES 57 MM EDGES ) ( ) SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH MM). RAMP IN ACCORDANCE WITH SECTION R31 I.8 OR A STAIRWAY IN ACCORDANCE ORDANCEE WITH 1 LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF THE TREADS (0.25 GARAGES AND CARPORTS LOCATED IN FLOOD HAZARD AREAS AS ESTABLISHED BY TABLE WHERE BARS, GRILLES, COVERS, SCREENS OR SIMILAR DEVICES ARE PLACED OVER EMERGENCY SECTION R311.7. STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). 2. TYPE It. HANDRAILS WITH A PERIMETER GREATER THAN 6 1/4 INCHES160 MM ( ) R301.2 SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R322. ESCAPE AND RESCUE OPENINGS, BULKHEAD ENCLOSURES OR AREA WELLS THAT SERVE SUCH SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. OPENINGS, THE MINIMUM NET CLEAR OPENING SIZE SHALL COMPLY WITH SECTIONS R310.2 R311.3.2 FLOOR ELEVATIONS AT OTHER EXTERIOR DOORS. R311.7.5.2.1 WINDER TREADS. THE FINGER RECESS SHALL BEGIN WITHIN 3/4 INCH (19 MM) MEASURED VERTICALLY R309.4 AUTOMATIC GARAGE DOOR OPENERS. THROUGH R310.2.2 AND R310.4. I. SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM FROM THE TALLEST PORTION OF THE PROFILE AND HAVE A DEPTH OF NOT LESS THE INSIDE WITHOUT THE USE OF A KEY OR TOOL OR FORCE GREATER THAN THAT REQUIRED DOORS OTHER THAN THE REQUIRED EGRESS DOOR SHALL BE PROVIDED WITH LANDINGS OR WINDER TREADS SHALL HAVE TREAD DEPTH NOT LESS THAN I INCHES (254 THAN 5/16 INCH (8 MM) WITHIN 7/81NCH (22 MM) BELOW THE WIDEST PORTION AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, C!,'r1LL DZ ''STED AND LABELED IN FOR THE NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. FLO"Of "' 1T MORE THAN 73/4 INCHES (196 MM) BELOW THE TOP OF THE THRESHOLD. T MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 ACCORDANCE WITH UL 325. EXCEPTION: A TOP LANDING IS NOT REQUIRED WHERE A STAIRWAY OF NOT MORE TREADS AT THE INTERSECTIONS WITH THE WALKLINE. WINDER TREADS SHALL HAVE A TREAD INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE SECTION R3 10 c FORTHAN TWO RISERS .'" _ `„'ATED Oki THE EXTEP'OR S'^E 0 THE DOO.7, "OOVIDE^ T ; : "T R. 5 ICtt'I 1l tfVl'I ► �VI D iX/. rvK ,_MERE Y ESCAPE D 'G �,EF�'; CF ;VO7 LESS THAN 6 INCHES 152 MM AT ANY POINT WITHIN THE CLEAR WIDTH OF ( ) RECESS SHALL BE NOT LESS THAN 11/4 INCHES (32 MM) AND NOT MORE THAN T1, CUE OPI VINGf THE DOOR DOES NOT S%, 01, ' THE STA WAY THE TAIR. WITHIN ANY FLIGHT OF STAIRS, THE LARGEST WINDER TREAD DEPTH AT THE 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH EMERGENCY ESCAPE AND 'ESCUE OPEN/ N %�WA -D 'N R311.3.3 STOF 14 AND SCREcN ')OJR :LINE SHALL NOT EXCEED THE SMALLEST WINDER TREAD BY MORE THAN 3/8 INCH (9.5 (0.25 MM). REPL CEMENT' INDOW INSTAL, BUIL INGS MEETING THE SCOPE OF THIS CODE Mil . CONSISTENTLY SHAPED WINDERS AT THE WALKLINE SHALL BE ALLOWED WITHIN THE SAME SHAL, RE EXEV T FROM ECTION. 7310.2 A D R310.4.4 PROVIDED THAT THE -�RIOR ' FLI HT F STAIRS T E D ND D N T HAVE T BE WITHIN INCH O S A RS AS R A S A O O A O 3/8 C (9.5 R311.7.8.6 EXTERIOR PLASTIC COMPOSITE HANDRAILS. R3 I0. I EMERGENCY ESCAPE AND Rt.: !F O!'1-iJINC !�EQU�. �� NORM AND c�"REEN L FORS SN,1LL 8: PERM i TED T SW JG OVER L. STAIRS , VD REPLA�.EMENT wiNDO'iv MEETS The FOLLOvv,lvv CC,14DITIONS: M'.OF THE RECTANGULAR TREAD DEPTH. LANDINGS. � PLASTIC COMPOSITE EXTERIOR HANDRAILS SHALL COMPLY WITH THE REQUIREMENTS OF BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN 1. THE REPLACEMENT WINDOW IS THE MANUFACTURER'S LARGEST STANDARD SIZE R311.4 VERTICAL EGRESS. N: THE TREAD : EXCEPTIONTHE TREAD DEPTH AT SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R507.2.2. ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR EXISTING ROUGH OPENING. SECTION I. R3 11. 7.9 ILLUMINATION. REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL THE REPLACEMENT WINDOW IS OF THE SAME OPERATING STYLE AS THE EXISTING EGRESS FROM HABITABLE LEVELS INCLUDING HABITABLE ATTICS AND BASEMENTS NOT STAIRWAYS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH SECTIONS R303.7 OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT HAVING A MINIMUM WIDTH WINDOW OR A STYLE THAT PROVIDES FOR AN EQUAL OR GREATER WINDOW OPENING PROVIDED WITH AN EGRESS DOOR IN ACCORDANCE WITH SECTION R311.2 SHALL BE BY A R311.7.5.3 NOSINGS. AND R303.8. OF 36 INCHES (914 MM) THAT OPENS TO A PUBLIC WAY. AREA THAN THE EXISTING WINDOW. RAMP IN ACCORDANCE WITH SECTION R311.8 OR A STAIRWAY IN ACCORDANCE WITH R311.7.10 SPECIAL STAIRWAYS. 2. THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY. SECTION R311.7. THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NOT GREATER THAN 9/16 EXCEPTIONS: R3 10.6 DWELLING ADDITIONS. R311.5 LANDING, DECK, BALCONY AND STAIR CONSTRUCTION INCH (14 MM). A NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 1114 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS R311.7. 10.1 SPIRAL STAIRWAYS. I .STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL EQUIPMENT AND ATTACHMENT. WITH SOLID RISERS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE THE CLEAR WIDTH AT AND BELOW THE HANDRAILS AT SPIRAL STAIRWAYS SHALL BE NOT LESS NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET (18.58 M 2). WHERE DWELLING ADDITIONS CONTAIN SLEEPING ROOMS, AN EMERGENCY ESCAPE AND SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) BETWEEN THAN 26 INCHES (660 MM) AND THE WALKLINE RADIUS SHALL BE NOT GREATER THAN 24 I/2 2. WHERE THE DWELLING UNIT OR TOWNHOUSE UNIT IS EQUIPPED WITH AN RESCUE OPENING SHALL BE PROVIDED IN EACH NEW SLEEPING ROOM. WHERE DWELLING EXTERIOR LANDINGS, DECKS, BALCONIES, STAIRS AND SIMILAR FACILITIES SHALL BE TWO STORIES, INCLUDING THE NOSING AT THE LEVEL OF FLOORS AND INCHES (622 MM). EACH TREAD SHALL HAVE A DEPTH OF NOT LESS THAN 63/4 INCHES (I 71 AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION P2904, H VE B BASEMENTS, N EMERGENCY E PE ND E E OPENING SHALL BE ADDITIONS A AS S, AESCAPE A RESCUE O GSA POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE TO RESIST BOTH VERTICAL AND LANDINGS. BEVELING OF NOSINGS SHALL NOT EXCEED 1/2 INCH (12.7 MM). MM AT THE WALKLINE. TREADS SHALL BE IDENTICAL AND THE RISE SHALL BE NOT MORE THAN ) SLEEPING ROOMS IN BASEMENTS SHALL NOT BE REQUIRED TO HAVE EMERGENCY PROVIDED IN THE NEW BASEMENT. LATERAL FORCES OR SHALL BE DESIGNED TO BE SELF-SUPPORTING. ATTACHMENT SHALL NOT 9 1/2 INCHES (241 MM). HEADROOM SHALL BE NOT LESS THAN 6 FEET 6 INCHES (1982 MM). ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE BASEMENT HAS ONE OF THE EXCEPTIONS: BE ACCOMPLISHED BY USE OF TOENAILS OR NAILS SUBJECT TO WITHDRAWAL. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN I I INCHES (279 MM). FOLLOWING: I. AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW 2. LONE MEANS OF EGRESS COMPLYING WITH SECTION R311 AND ONE EMERGENCY BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE R31 1.6 HALLWAYS R311.7.5.4 EXTERIOR PLASTIC COMPOSITE STAIR TREADS. R311.7.10.2 BULKHEAD ENCLOSURE STAIRWAYS. ESCAPE AND RESCUE OPENING. AND RESCUE OPENING. 2.2.TWO MEANS OF EGRESS COMPLYING WITH SECTION R31 I. 2. AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW THE WIDTH OF A HALLWAY SHALL BE NOT LESS THAN 3 FEET (914 MM) PLASTIC COMPOSITE EXTERIOR STAIR TREADS SHALL COMPLY WITH THE PROVISIONS OF THIS STAIRWAYS SERVING BULKHEAD ENCLOSURES, NOT PART OF THE REQUIRED BUILDING EGRESS, 3.A YARD SHALL NOT BE REQUIRED TO OPEN DIRECTLY INTO A PUBLIC WAY WHERE THE BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING IN SECTION AND SECTION R507.2.2. PROVIDING ACCESS FROM THE OUTSIDE GRADE LEVEL TO THE BASEMENT SHALL BE EXEMPT YARD OPENS TO AN UNOBSTRUCTED PATH FROM THE YARD TO THE PUBLIC WAY. SUCH AN EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. R311.7 STAIRWAYS. FROM THE REQUIREMENTS OF SECTIONS R311.3 AND R311.7 WHERE THE HEIGHT FROM THE PATH SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES (914 MM). 3. AN OPERABLE WINDOW COMPLYING WITH SECTION 310.7.1 SHALL BE WHERE REQUIRED BY THIS CODE OR PROVIDED, STAIRWAYS SHALL COMPLY WITH THIS R311.7.6 LANDINGS FOR STAIRWAYS. BASEMENT FINISHED FLOOR LEVEL TO GRADE ADJACENT TO THE STAIRWAY IS NOT MORE THAN AC-_Et'IAIILt ,' c AN EMERGENCY ESCAPE AND RESCUE OPENING. SECTION. 8 FEET (2438 MM) AND THE GRADE LEVEL OPENING TO THE STAIRWAY IS COVERED BY A R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL EXCEPTIONS: THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH BULKHEAD ENCLOSURE WITH HINGED DOORS OR OTHER APPROVED MEANS. DEVICES. A A ■�l� ■l�TI1 1 /� / R310. 7 AI LERATIONS OR RE► A;rZ OF EX► 11►vv BASE 4ENT�. SiAIK�/AYS NOT WITHIN OR SERVING A BUILDING, P )RCH OR DECK. STAIRWAY. THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE '')T LE. THAN TH' WIDI OF ThE F! !GHT St., 'cD. L, JDIN 'S OF SHAPES )THER R311. 7.11.1 ALTERNATING TREAD DEVICES. .STAIRWAYS LEADING TO NONHABITABLE ATTICS. 1i 'IN cL. 'ARE OF I CTAI 3ULAR SHALL BE PERK, rFE PROI DED THAT TI : DEPTH ALTERNATING TREAD DEVICES SHALL NOT BE USED AS AN ELEMENT OF A MEANS OF EGRESS. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE NEW SLEEPI, ' ROOMS CREATED IN Al", =XISTaJG BASEN NT SHALL BE PRL 1IDED WITI ;.STAIRWAYS LEADING TO CRAWL SPACES. AlTH': W -K LI'JE , VD 1 IC T 1TA1 AREA IS NOT I ASS ud"' THAT OF A QI 1RTER Al T T A THAT ALTERNATING TREAD DEVICES SHALL BE PERMITTED PROVIDED THAT A REQUIRED MEANS OF ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING EMERGENCY ':APE AND RESCUE OPE ING. 'N ACCOR ANCE WITH SECTI, N R310.1 )THER "'1NG ' 'ATIONS I I.7. WIDTH. E WI, I �'. RAC 1S E UAL REQUIRED LAP )INC) . WHER THE EGRESS STAIRWAY OR RAMP SERVES THE SAME SPACE AT EACH ADJOINING LEVEL OR WHERE A CONTROL DEVICES AND FALL PREVENTION DEVICES COMPLYING WITH ASTM F2090 SHALL BE THAN NEW SL. ROOMS, WHERE XISTIn BASEMI JTS UNDEEvO ALTI IR t • - STAII:WAY I ',S A S7 41G T RUN, Th 'DEPTH IN THE I IRECTIL V OF TRAVL SHALL BE MEANS OF EGRESS IS NOT REQUIRED. THE CLEAR WIDTH AT AND BELOW THE HANDRAILS SHALL PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE REPAIRS, AN f��ANE ANC :ESCUE :SQUIRED. EMEK�E':� �: E�JI :� �� ;:�T STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIL)IH A ALL POINTS NOI LESS THAN 361NCHLS (914 MM). BE NOT LESS THAN 20 INCHES (508 MM). OPENING AND SHALL BE NOT MORE THAN 70 INCHES (178 CM) ABOVE THE FINISHED FLOOR. EXCEPTION: AN OPERABLE WINDOW COMPLYING WITH SECTION 310.7.1 SHALL BE ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. EXCEPTION: A FLOOR LANDING NOT REQUIRED AT THE TOP AN EXCEPTION: ALTERNATING TREAD DEVICES ARE ALLOWED TO BE USED AS AN R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. ACCEPTABLE AS AN EMERGENCY ESCAPE AND RESCUE OPENING. HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES (114 MM) ON EITHER SIDE OF THE INTERIOR FLIGHT OF STAIRS, INCLUDING STAIRS IN AN ENCLOSED GARAGE, ELEMENT OF A MEANS OF EGRESS FOR LOFTS, MEZZANINES AND SIMILAR AREAS OF EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM DIMENSIONS IN STAIRWAY AND THE CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, R310.7. I EXISTING EMERGENCY ESCAPE AND RESCUE OPENINGS. INCLUDING TREADS AND LANDINGS, SHALL BE NOT LESS THAN 311/2 INCHES (787 MM) WHERE PROVIDED THAT A DOOR DOES NOT SWING OVER THE STAIRS. 200 GROSS SQUARE FEET (18.6 M 2) OR LESS WHERE SUCH DEVICES DO NOT PROVIDE EXCLUSIVE ACCESS TO A KITCHEN OR BATHROOM. ACCORDANCE WITH SECTIONS R310.2.1 THROUGH R310.2.4. A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE R311.7. 7 STAIRWAY WALKING SURFACE. WHERE A CHANGE OF OCCUPANCY WOULD REQUIRE AN EMERGENCY ESCAPE AND RESCUE PROVIDED ON BOTH SIDES. R311.7.11.2 HANDRAILS OF ALTERNATING TREAD DEVICES. R310.2.1 MINIMUM SIZE. OPENING IN ACCORDANCE WITH SECTION 310. I, OPERABLE WINDOWS SERVING AS THE THE WALKING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS SHALL BE SLOPED NOT HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF ALTERNATING TREAD DEVICES AND SHALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY WITH THE FOLLOWING: EXCEPTION: THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH STEEPER THAN ONE UNIT VERTICAL IN 48 INCHES HORIZONTAL (2-PERCENT SLOPE). COMPLY WITH SECTIONS R31 I.7.8.2 THROUGH R311.7.8.6. HANDRAIL HEIGHT SHALL BE LESS THAN 5.7 SQUARE FEET (0.530 M ). I . AN EXISTING OPERABLE WINDOW SHALL PROVIDE A MINIMUM NET CLEAR SECTION R311.7.10.1. EXCEPTION: WHERE THE SURFACE OF A LANDING IS REQUIRED ELSEWHERE IN THE UNIFORM, NOT LESS THAN 30 INCHES (762 MM) AND NOT MORE THAN 34 INCHES (864 MM). EXCEPTION: THE MINIMUM NET CLEAR OPENING FOR GRADE -FLOOR EMERGENCY ESCAPE OPENING OF 4 SQUARE FEET (0.38 M2) WITH A MINIMUM NET CLEAR OPENING R311.7.2 HEADROOM. CODE TO DRAIN SURFACE WATER, THE WALKING SURFACE OF THE LANDING SHALL R311.7.12 SHIP'S LADDERS. AND RESCUE OPENINGS SHALL BE 5 SQUARE FEET (0.465 M ). HEIGHT OF 22 INCHES (559 MM) AND A MINIMUM NET CLEAR OPENING WIDTH BE SLOPED NOT STEEPER THAN I UNIT VERTICAL IN 20 UNITS HORIZONTAL OF 20 INCHES (508 MM). THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) (5-PERCENT SLOPE) IN THE DIRECTION OF TRAVEL. SHIP'S LADDERS SHALL NOT BE USED AS AN ELEMENT OF A MEANS OF EGRESS. SHIP'S LADDERS R310.2.2 MINIMUM DIMENSIONS. 2. A REPLACEMENT WINDOW WHERE SUCH WINDOW COMPLIES WITH BOTH OF MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE SHALL BE PERMITTED PROVIDED THAT A REQUIRED MEANS OF EGRESS STAIRWAY OR RAMP THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES (6 10 MM). THE FOLLOWING: FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. R3 11.7. 8 HANDRAILS. SERVES THE SAME SPACE AT EACH ADJOINING LEVEL OR WHERE A MEANS OF EGRESS IS NOT 2.1. THE REPLACEMENT WINDOW MEETS THE SIZE REQUIREMENTS IN ITEM 1. REQUIRED. THE CLEAR WIDTH AT AND BELOW THE HANDRAILS SHALL BE NOT LESS THAN 20 THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INCHES (508 MM). THE 2.2. THE REPLACEMENT WINDOW IS THE MANUFACTURER'S LARGEST EXCEPTIONS: HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN INCHES (508 MM). NET CLEAR OPENING DIMENSIONS SHALL BE THE RESULT OF NORMAL OPERATION OF THE STANDARD -SIZE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR I . WHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. EXCEPTION: SHIP'S LADDERS ARE ALLOWED TO BE USED AS AN ELEMENT OF A OPENING, EXISTING ROUGH OPENING. THE REPLACEMENT WINDOW SHALL BE UNDER THE EDGE OF A FLOOR OPENING THROUGH WHICH THE STAIR R3I 1.7.8.I HEIGHT. MEANS OF EGRESS FOR LOFTS, MEZZANINES AND SIMILAR AREAS OF 200 GROSS R310.2.3 MAXIMUM HEIGHT FROM FLOOR. PERMITTED TO BE OF THE SAME OPERATING STYLE AS THE EXISTING PASSES, THE FLOOR OPENING SHALL BE ALLOWED TO PROJECT SQUARE FEET (I S.6 M2) OR LESS THAT DO NOT PROVIDE EXCLUSIVE ACCESS TO A WINDOW OR A STYLE THAT PROVIDES FOR AN EQUAL OR GREATER HORIZONTALLY INTO THE REQUIRED HEADROOM NOT MORE THAN HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE KITCHEN OR BATHROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR WINDOW OPENING AREA THAN THE EXISTING WINDOW. 43/4 INCHES (121 MM). TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES R31 1.7. 12.1 TREADS OF SHIP'S LADDERS. OPENING NOT GREATER THAN 44 INCHES (I 118 MM) ABOVE THE FLOOR. 2. THE HEADROOM FOR SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE SECTION R31 I (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). TREADS SHALL HAVE A DEPTH OF NOT LESS THAN 5 INCHES (127 MM). THE TREAD SHALL BE WITH SECTION R311. 7. 10. 1. EXCEPTIONS: PROJECTED SUCH THAT THE TOTAL OF THE TREAD DEPTH PLUS THE NOSING PROJECTION IS R310.2.4 EMERGENCY ESCAPE AND RESCUE OPENINGS UNDER MEANS OF EGRESS R3 11.7. 3 VERTICAL RISE. I. THE USE OF A VOLUTE, TURNOUT U., STARTING EASING SHALL BE NOT LESS THAN 8 1/2 INCHES (216 MM). THE RISER HEIGHT SHALL BE NOT MORE THAN 9 1/2 DECKS, PORCHES AND CANTILEVERS. ALLOWED OVER THE LOWEST TREAD. INCHES (241 MM). R311.1 MEANS OF EGRESS. A FLIGHT 0 STAh, 'SHALL N T HAVE A VER-r ,AL RISE GRE TER 1H/ 1 12 'EET 7 IN E 2. WHERE HANDRAIL ITTINGS OR BENDINGS ARF USED 1L 'ROV►I K31 1. 7. i 1.1 . "'ANC ZAIL - OF SHIP :LADDERS. EMERGENCY ESCAPE AND RESCUE OPENINGS INSTALLED UNDER DECKS, PORCHES AND (3835 MM) ETWE N FLOOR .EVELS OR LAPSE JGS, DWELLINGS SHALL BE PROVIDED WITH A MEANS OF EGRESS IN ACCORDANCE WITH THIS 17 CONTINUOUS TRY 'SITION BETWEEN FLIGHP,, TRANSITIOP AT U NDER HANDR +ILS SHALL BE 'RC 'IDED -)N BOTH SIC > OF SHIP'S LADDERS AND SHALL COMPLY WITH CANTILEVERS SHALL BE FULLY OPENABLE AND PROVIDE A PATH NOT LESS THAN 36 INCHES SECTION. THE MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED, TH R3 I I.7. E W, I.KLINE TREADS, THE TRA, 'TION FROM HANDRAIL FO GUARD, C Z U3ED T T1& SLLIIC JS R311. 7.8.2 FHI )YUL I R311.7.8.6. 1 WDRAIL HEIGHT SHALL BE UNIFORM, NOT LESS 914 MM IN HEIGHT AND 36 INCHES 914 MM IN WIDTH TO A YARD OR COURT. ( ) ( ) OF VERTICAL AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE DWELLING i START OF A FLIGH. 'HE HANDRAIL HEIGHT ' T THE FITTIPaGS OR Bt tr)INGS THAN. ) INCHES (762 M ) ANt NOT MORE 1 IAN 34 INCHES (864 MM). THE REQUIRED EGRESS DOOR WITHOUT REQUIRING TRAVEL THROUGH A GARAGE. THE T' IF WALK_.NE ACk,-, 'vU!!.. `rr� TREADS SHALL E_ CONC! . !TRIC TC THE CURL ED DIRECT:ON OT SHALL BE PERMITTED . _ ryCEED 21-'.NCHES (: _ AAA^.;. R3 I I a R310.3 EMERGENCY ESCAPE AND RESCUE DOORS. REQUIRED EGRESS DOOR SHALL OPEN DIRECTLY INTO A PUBLIC WAY OR TO A YARD OR TRAVEL THROUGH THE TURN AND LOCATED 12 INCHES (305 MM) FROM THE SIDE WHERE THE . COURT THAT OPENS TO A PUBLIC WAY. WINDERS ARE NARROWER. THE 12-INCH (305 MM) DIMENSION SHALL BE MEASURED FROM THE R31 1.7. 8.2 HANDRAIL PROJECTION. WHERE REQUIRED BY THIS CODE OR PROVIDED, RAMPS SHALL COMPLY WITH THIS SECTION. WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING, BE A DOOR A DOOR. WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE OF THE WINDER. IF HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES (114 MM) ON EITHER EXCEPTION: RAMPS NOT WITHIN OR SERVING A BUILDING, PORCH OR DECK. IT SHALL SIDE -HINGED OR SLIDING R311.2 EGRESS DOOR. WINDERS ARE ADJACENT WITHIN THE FLIGHT, THE POINT OF THE WIDEST CLEAR STAIR WIDTH SIDE OF THE STAIRWAY. R31 1. 8.1 MAXIMUM SLOPE R310.4. I MINIMUM SIZE. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE OF THE ADJACENT WINDERS SHALL BE USED. EXCEPTION: WHERE NOSINGS OF LANDINGS, FLOORS OR PASSING FLIGHTS PROJECT RAMPS SERVING THE EGRESS DOOR REQUIRED BY SECTION R311.2 SHALL HAVE A SLOPE OF NOT EGRESS DOOR SHALL BE SIDE -HINGED, AND SHALL PROVIDE A CLEAR WIDTH OF NOT LESS INTO THE STAIRWAY REDUCING THE CLEARANCE PASSING HANDRAILS, HANDRAILS MORE THAN I UNIT VERTICAL IN 12 UNITS HORIZONTAL (S. 3-PERCENT SLOPE). THE HORIZONTAL AREA OF THE AREA WELL SHALL BE NOT LESS THAN 9 SQUARE FEET (0.9 THAN 32 INCHES (813 MM) WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE R311. 7.5 STAIR TREADS AND RISERS. OTHER RAMPS SHALL HAVE A SLOPE OF NOT MORE THAN I UNIT VERTICAL IN 8 UNITS M2), WITH A HORIZONTAL PROJECTION AND WIDTH OF NOT LESS THAN 36 INCHES 914 ( STOP, WITH THE DOOR OPEN 90 DEGREES 1.5 7 RAD .THE CLEAR HEIGHT OF THE DOOR ( ) 16 SHALL PROJECT NOT MORE THAN 6 1 /2 INCHES (165 MM) INTO THE STAIRWAY, HORIZONTAL (12.5 PERCENT). MM). THE SIZE OF THE AREA WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE NOT LESS THAN 781NCHES (1981 MM) IN HEIGHT MEASURED FROM THE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PROVIDED THAT THE STAIR WIDTH AND HANDRAIL CLEARANCE ARE NOT REDUCED OPENING TO BE FULLY OPENED. TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE PURPOSES OF THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE TO LESS THAN THAT REQUIRED. EXCEPTION: WHERE IT IS TECHNICALLY INFEASIBLE TO COMPLY BECAUSE OF SITE REQUIRED TO COMPLY WITH THESE MINIMUM DIMENSIONS. EGRESS DOORS SHALL BE OF CARPETS, RUGS OR RUNNERS. CONSTRAINTS, RAMPS SHALL HAVE A SLOPE OF NOT MORE THAN I UNIT VERTICAL IN R310.4.2 LADDER AND STEPS. READILY OPENABLE FROM INSIDE THE DWELLING WITHOUT THE USE OF A KEY OR SPECIAL R311.7.8.3 HANDRAIL CLEARANCE. 8 UNITS HORIZONTAL (12.5 PERCENT). AREA WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES (I 118 MM) SHALL BE KNOWLEDGE OR EFFORT REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIPPED WITH AN APPROVED, PERMANENTLY AFFIXED LADDER OR STEPS. THE LADDER OR EQUIVALENT GRASP -ABILITY Reserve for the Building Department STEPS SHALL NOT BE OBSTRUCTED BY THE EMERGENCY ESCAPE AND RESCUE OPENING WHERE THE WINDOW OR DOOR IS IN THE OPEN POSITION. LADDERS OR STEPS REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH SECTION R311.7. Revision 2 October 23, 2024 C R EATIVE O Since 3 Precision & Grace 1611 116th Avenue Northeast Suite 224 Bellevue, Washington 98004 O O O 206-619-3995 creativecomfort79gmail.com �r- rl O rl E, o o O • � � N er 0 s o V � � � O w cis CtC N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 UB &�/2024 T CITY OF EDMONDS DtVELOPMENT prof ffil WARTME T Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July 1 I, 2024 Bid Issued: May 16, 2024 Structural Issued: July 1 I, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of c itixnvr roku oi, 1. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from ci<i i n i i_ Version: I Sheet Number A-0.6 EXCERPTS OF THE 2021 International Residential Code: Part III Chapter 3 BUILDING PLANNING, SECTION 311 THRU 316 (THESE I.R.C. EXCEPTS DOES NOT RELEASE FROM YOUR RESPONSIBILITY OF THE I.R.C.) R311.8.2 LANDINGS REQUIRED R313.2 ONE- AND TWO-FAMILY DWELLINGS AUTOMATIC R314.7.1 GENERAL. SECTION R316 R316.5.5 FOAM -FILLED EXTERIOR DOORS. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH RAMP, WHERE SPRINKLER SYSTEMS. FIRE ALARM SYSTEMS SHALL COMPLY WITH THE PROVISIONS OF THIS CODE AND THE FOAM PLASTIC DOORS OPEN ONTO RAMPS, AND WHERE RAMPS CHANGE DIRECTIONS. THE WIDTH OF THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. SMOKE DETECTORS SHALL AN AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED IN ONE- AND TWO-FAMILY DWELLINGS. FOAM -FILLED EXTERIOR DOORS ARE EXEMPT FROM THE REQUIREMENTS OF SECTIONS R316.3 AND R316.4. LANDING PERPENDICULAR TO THE RAMP SLOPE SHALL BE NOT LESS THAN THE WIDTH OF THE BE LISTED IN ACCORDANCE WITH UL 268. R316.1 GENERAL. RAMP. THE DEPTH OF THE LANDING IN THE DIRECTION OF THE RAMP SLOPE SHALL BE NOT LESS EXCEPTION: AN AUTOMATIC SPRINKLER SYSTEM SHALL NOT BE REQUIRED FOR R316.5.6 FOAM -FILLED GARAGE DOORS. THAN 36 INCHES (914 MM). ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARE NOT ALREADY R314.7.2 LOCATION. THE PROVISIONS OF THIS SECTION SHALL GOVERN THE MATERIALS, DESIGN, APPLICATION, R3 I I.8. 3 HANDRAILS REQUIRED. PROVIDED WITH A SPRINKLER SYSTEM. SMOKE DETECTORS SHALL BE INSTALLED IN THE LOCATIONS SPECIFIED IN SECTION R314.3. CONSTRUCTION AND INSTALLATION OF FOAM PLASTIC MATERIALS. FOAM -FILLED GARAGE DOORS IN ATTACHED OR DETACHED GARAGES ARE EXEMPT FROM THE R313.2.1 DESIGN AND INSTALLATION. R3 14.7. 3 PERMANENT FIXTURE. R316.2 LABELING AND IDENTIFICATION. REQUIREMENTS OF SECTIONS R316.3 AND R316.4. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF RAMPS EXCEEDING A SLOPE OF I UNIT VERTICAL IN 12 UNITS HORIZONTAL (S.33-PERCENT SLOPE). AUTOMATIC SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH WHERE A HOUSEHOLD FIRE ALARM SYSTEM IS INSTALLED, IT SHALL BECOME A PERMANENT PACKAGES AND CONTAINERS OF FOAM PLASTIC INSULATION AND FOAM PLASTIC INSULATION R3 16. 5. 7 FOAM BACKER BOARD. SECTION P2904 OR NFPA 13D. FIXTURE OF THE OCCUPANCY, OWNED BY THE HOMEOWNER. COMPONENTS DELIVERED TO THE JOB SITE SHALL BEAR THE LABEL OF AN APPROVED AGENCY R311.8.3.1 HEIGHT. SHOWING THE MANUFACTURER'S NAME, THE PRODUCT LISTING, PRODUCT IDENTIFICATION THE THERMAL BARRIER SPECIFIED IN SECTION R316.4 IS NOT REQUIRED WHERE SIDING BACKER HANDRAIL HEIGHT, MEASURED ABOVE THE FINISHED SURFACE OF THE RAMP SLOPE, SHALL BE SECTION R314 R314.7.4 COMBINATION DETECTORS. AND INFORMATION SUFFICIENT TO DETERMINE THAT THE END USE WILL COMPLY WITH THE BOARD FOAM PLASTIC INSULATION HAS A THICKNESS OF NOT MORE THAN 0.5 INCH (12.7 NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). COMBINATION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PERMITTED REQUIREMENTS. MM) AND A POTENTIAL HEAT OF NOT MORE THAN 2000 BTU PER SQUARE FOOT (22 720 SMOKE ALARMS TO BE INSTALLED IN FIRE ALARM SYSTEMS IN LIEU OF SMOKE DETECTORS, PROVIDED KJ/M2) WHEN TESTED IN ACCORDANCE WITH NFPA 259 AND IT COMPLIES WITH ONE OR R311.8.3.2 GRIP SIZE. THAT THEY ARE LISTED IN ACCORDANCE WITH UL 268 AND UL 2075. R316.3 SURFACE BURNING CHARACTERISTICS. MORE OF THE FOLLOWING: HANDRAILS ON RAMPS SHALL COMPLY WITH SECTION R31 1.7.8.5. R3 14.1 GENERAL. SECTION R315 UNLESS OTHERWISE ALLOWED IN SECTION R316.5, FOAM PLASTIC, OR FOAM PLASTIC CORES I. THE FOAM PLASTIC INSULATION IS SEPARATED FROM THE INTERIOR OF THE USED AS A COMPONENT IN MANUFACTURED ASSEMBLIES, USED IN BUILDING CONSTRUCTION BUILDING BY NOT LESS THAN 2 INCHES (51 MM) OF MINERAL FIBER R311.8. 3.3 CONTINUITY SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. CARBON MONOXIDE ALARMS SHALL COMPLY WITH SECTION R316.3.1 OR R316.3.2. LOOSE -FILL -TYPE FOAM PLASTIC INSULATION. 2. THE FOAM PLASTIC INSULATION IS INSTALLED OVER EXISTING EXTERIOR WALL R314.1.1 LISTINGS. INSULATION SHALL BE TESTED AS BOARD STOCK FOR THE FLAME SPREAD INDEX AND HANDRAILS WHERE REQUIRED ON RAMPS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF SMOKE -DEVELOPED INDEX. FINISH IN CONJUNCTION WITH RE -SIDING. THE RAMP. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217. COMBINATION SMOKE R315.1 GENERAL. 3. THE FOAM PLASTIC INSULATION HAS BEEN TESTED IN ACCORDANCE WITH SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND UL EXCEPTION: SPRAY FOAM PLASTIC INSULATION MORE THAN 4 INCHES (102 MM) IN SECTION R316.6. THAN 11/2 INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. 2034. CARBON MONOXIDE ALARMS SHALL COMPLY WITH SECTION R315. THICKNESS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A R315.1.1 LISTINGS. SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED AT A THICKNESS R316.5. 8 RE -SIDING. SECTION R312 R314.2 WHERE REQUIRED. OF 4 INCHES (102 MM) AND AT THE DENSITY INTENDED FOR USE. SUCH SPRAY FOAM GUARDS AND WINDOW FALL PROTECT!.`'iiv CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034. PLASTIC SHALL BE SEPARATED FROM THE INTERIOR OF A BUILDING BY 1/2-INCH (12.7 THE THERMAL BARRIER SPECIFIED IN SECTION R316.4 IS NOT REQUIRED WHERE THE FOAM SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH THIS SECTION. Cl, �fvIBINAI i� CARBON MONOXIDE AND SMOKE ALARMS SHALL BE LISTED IN MM) GYPSUM WALLBOARD OR BY A MATERIAL THAT HAS BEEN TESTED IN PLASTIC INSULATION IS INSTALLED OVER EXISTING EXTERIOR WALL FINISH IN CONJUNCTION R312.1 GUARDS. R. 14.2 1 NIPY/ ( ONI TRI I ACCORDANCE WITH UL 2034 AND UL 217 S ICTIO�, ACCORDANCE WITH NFPA 2 75, AND SHALL MEET THE ACCEPTANCE CRITERIA OF BOTH WITH RE -SIDING PROVIDED THAT THE FOAM PLASTIC HAS A THICKNESS OF NOT MORE THAN • - . -- -- _ . • ; ; ;c TEMPERATURE TRANSMISSION FIRE TEST AND THE INTEGRITY FIRE TEST. 0.5 INCH (12.7 MM) AND A POTENTIAL HEAT OF NOT MORE THAN 2000 BTU PER SQUARE S vt WE ALARMS HALL BI "ROI `)ED IN JWEI ING UNITS. R315.2 WHERE REQUIRE IN. FOOT (22 720 KJ/M2) WHEN TESTED IN ACCORDANCE WITH NFPA 259. GUARDS SHALL BE PROVIDED IN ACCORDANT WITH SECTIONS R312. I . THRC.JGH R31. 1.4. R3 6. 3.1 FOAM PLASTIC INSULATION 4 INCHES THICK OR LESS. ,, CARBON MONOXIDI ALARMS SHAL - BF PR VIDFD II ACC %ROANC' WITH SECTIOI ;S F 15. - 1 KS 1 1.2.2 A TERAI ONS, 7E, AIRS AND ADDITIONS. R3 16.5.9 INTERIOR TRIM. R312.1.1 WHERE REQUIRED. AND R315.2.2. WHEN ALTER( IONS, ) PAIRS 0 ADD/TIC ✓S REQUIRING A PERMIT OCCUR, OR WHERE ONE FC M PLASTIC INSULATION INSTALLED AT 4 INCHES (102 MM) IN THICKNESS OR LESS SHALL - -i �. D SHALL BE LOCATED ALONG OPEN -SIDED W � ";�:" "� F E �Iv L DIN t � GUARDS OCA A O G O S H � ., �uK AC S, � U � � A R�, M EL OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL H, . � � A FLAME SPREAD INDEX F NOT MORE THAN AND ASMOKE-DEVELOPED INDEX F S O O 0 75 O THE THERMAL BARRIER SPECIFIED IN SECTION R316.4 IS NOT REQUIRED FOR EXPOSED FOAM RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED DWELLING UNIT SHALL EQUIPPED WITH SMOKE ALARMS LOCATED REQUIRED FOR NEW R315.2.1 NEW CONSTRUCTION. NOT MORE THAN 450 WHERE TESTED IN THE MAXIMUM THICKNESS AND DENSITY INTENDED PLASTIC INTERIOR TRIM, PROVIDED THAT ALL OF THE FOLLOWING ARE MET. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES MM) DWELL/NGS. FOR NEW CONSTRUCTION, CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN DWELLING FOR USE IN ACCORDANCE WITH ASTM E84 OR UL 723. I. THE DENSITY IS NOT LESS THAN 20 POUNDS PER CUBIC FOOT (320 KG/M3). BE HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. EXCEPTIONS: UNITS WHERE EITHER OR BOTH OF THE FOLLOWING CONDITIONS EXIST. R3 16.3.2 FOAM PLASTIC INSULATION MORE THAN 4 INCHES THICK. 2. THE THICKNESS OF THE TRIM IS NOT MORE THAN 0.5 INCH (12.7 MM) AND THE I DWELLING UNIT CONTAINS AFUEL-FIRED APPLIANCE. WIDTH IS NOT MORE THAN S INCHES (204 MM). R HEIGHT. .THE I. WORK INVOLVING THE EXTERIOR SURFACES OF DWELLINGS, SUCH AS THE FOAM PLASTIC INSULATION INSTALLED AT MORE THAN 4 INCHES 102 MM IN THICKNESS ( ) 3. THE INTERIOR TRIM SHALL NOT CONSTITUTE MORE THAN 10 PERCENT OF THE AGGREGATE WALL AND CEILING AREA OF ANY ROOM OR SPACE. REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, REPLACEMENT OF ROOFING OR SIDING THE ADDITION OR REPLACEMENT OF 2.THE DWELLING UNIT HAS AN ATTACHED GARAGE WITH AN OPENING THAT WINDOWS OR DOORS, OR THE ADDITION OF A PORCH OR DECK, ARE EXEMPT SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 75 AND ASMOKE-DEVELOPED 4. THE FLAME SPREAD INDEX DOES NOT EXCEED 75 WHEN TESTED IN ACCORDANCE BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS COMMUNICATES WITH THE DWELLING UNIT. FROM THE REQUIREMENTS OF THIS SECTION. INDEX OF NOT MORE THAN 450 WHERE TESTED AT A THICKNESS OF 4 INCHES (102 MM) IN WITH ASTM E84 OR UL 723. THE SMOKE -DEVELOPED INDEX IS NOT LIMITED. MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING 2. INSTALLATION, ALTERATION OR REPAIRS OF PLUMBING OR MECHANICAL R315.2.2 ALTERATIONS, REPAIRS AND ADDITIONS. ACCORDANCE WITH ASTM E84 723, PROVIDED THAT THE END USE IS APPROVED IN ACCORDANCE WITH SECTION R33116..66 USING THE THICKNESS AND DENSITY INTENDED FOR USE. R316.5. 10 INTERIOR FINISH. THE LEADING EDGES OF THE TREADS. SYSTEMS ARE EXEMPT FROM THE REQUIREMENTS OF THIS SECTION. WHERE ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR EXCEPTIONS: R314.3 LOCATION. WHERE ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING R316.4 THERMAL BARRIER. FOAM PLASTICS USED AS INTERIOR FINISHES SHALL COMPLY WITH SECTION R316.6 AND DWELL/NGS, THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH CARBON SHALL MEET THE FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX REQUIREMENTS OF /. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS MONOXIDE ALARMS LOCATED AS REQUIRED FOR NEW DWELL/NGS. UNLESS OTHERWISE ALLOWED IN SECTION R316.5, FOAM PLASTIC SHALL BE SEPARATED FROM SECTIONS R302.9.1 AND R302.9.2. 34 INCHES (864 MM) MEASURED VERTICALLY FROM A LINE CONNECTING THE THE INTERIOR OF A BUILDING BY AN APPROVED THERMAL BARRIER OF NOT LESS THAN LEADING EDGES OF THE TREADS. I. IN EACH SLEEPING ROOM. EXCEPTIONS 1/2-INCH (12.7 MM) GYPSUM WALLBOARD, 23/32-INCH (18.2 MM) WOOD STRUCTURAL PANEL R316.5. I I SILL PLATES AND HEADERS. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE I. WORK INVOLVING THE EXTERIOR SURFACES OF DWELLINGS, SUCH AS THE OR A MATERIAL THAT IS TESTED IN ACCORDANCE WITH AND MEETS THE ACCEPTANCE CRITERIA STAIRS, THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) BEDROOMS. REPLACEMENT OF ROOFING OR SIDING, OR THE ADDITION OR OF BOTH THE TEMPERATURE TRANSMISSION FIRE TEST AND THE INTEGRITY FIRE TEST OF NFPA FOAM PLASTIC SPRAY APPLIED TO SILL PLATES AND HEADERS OR INSTALLED IN THE AND NOT MORE THAN 38 INCHES (965 MM) AS MEASURED VERTICALLY FROM A 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS REPLACEMENT OF WINDOWS OR DOORS, OR THE ADDITION OF A PORCH 275. PERIMETER JOIST SPACE WITHOUT THE THERMAL BARRIER SPECIFIED IN SECTION R316.4 LINE CONNECTING THE LEADING EDGES OF THE TREADS. AND HARITARLEATT/CS AND NOT INCLUDING CRAWL SPACES AND OR DECK, IS EXEMPT FROM THE REQUIREMENTS OF THIS SECTION. SHALL COMPLY WITH ALL OF THE FOLLOWING: R312.1. 3 OPENING LIMITATIONS. UNINHABITABLE ATT/CS. IN DWELL/NGS OR DWELLING UNITS WITH SPLIT 2. INSTALLATION, ALTERATION OR REPAIRS OF PLUMBING OR MECHANICAL R316.5 SPECIFIC REQUIREMENTS. LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT SYSTEMS ARE EXEMPT FROM THE REQUIREMENTS OF THIS SECTION. 1. THE THICKNESS OF THE FOAM PLASTIC SHALL BE NOT MORE THAN 31/4 INCHES (83 MM). REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE I rVLLS, A SM: 'lE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR 3. INSTALLATION, ALTERATION OR REPAIRS OF MECHANICAL SYSTEMS , 'TAT THE FOLLOWING REQUIREMENTS SHALL APPLY TO THESE USES OF FOAM PLASTIC UNLESS 2. DENSITY OF THE FOAM PLASTIC SHALL BE IN THE RANGE OF 0.5 TO 2.0 POUNDS PER REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS ARE NOT FUEL FIRED. SPECIFICALLY APPROVED IN ACCORDANCE WITH SECTION R316.6 OR BY OTHER SECTIONS OF DIAMETER. THAN ONE FULL STOn -" nL:'IW THE Uh- ER LEA'EL. y THE CC`)E OR THE rrQU1.,r.��L.� c '"VE BEEN MET. T OF S_ � � :; " R3 I c ' � � : ^7UGH R ; �. -. ' �„ CUBIC FOOT (8 TO 32 KG/M3). CUB( SMOKE ALARMS SHAL BE IN PALLED T )T LESS THAN 3 FET (914 MI ) R315.3 I )CATION. IL EXCEPTIONS: HORIZONTALLY FROM FHF BOOR OR ( IFNINr OF A BA, BROOM TH F OM -ARPJN 4 G � (1R R: 16. I MA. )NI C ONCRETE �C d;TkUCTION. I 3. THE FOAM PLASTIC SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND AN Mc JOXIDE ALARMS IN DWELLING UNITS SHALL BE INS] LED OUTSIDE OF EACH CONTAINS A BATHTL OR 40WER U LESS THIS IX/JBA, 'R � ACCOMPANYING SMOKE -DEVELOPED INDEX OF 450 OR LESS WHEN TESTED IN I . THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, "P CRATE S 1PING AREA IN THE IMMEDIATE VICINITY OF THE BEL _)OMS. WHERE A ACCORDANCE WITH ASTM E84 OR UL 723. TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A °LACEMENT OF A SA/ )KE AL. RM REQ IRED BY SF,:TION R I4.3. F, ,EL -BURN 'G APPI IANCE IS LOCATED WITHIN A BEDROOM OR ITS, TACHED BATH .'OOM, THE '1-HERM L BAW =R S ECIFIED IN -ACTION �316.-' S NO] 'FQUIRED It A MASONRY OR SPHERE 6 INCHES (153 MM) IN DIAMETER. 5. IN ►nr- nALLWAY ANu IN THE KVOM vNLiv ►u THE HALLWAY IN DWLLLING A CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN THE BEDROOM. CONCRETE WALL, I -LOOK OR ROOF WHLKL THE FOAM PLASTIC INSULATION IS SEPARATED R316.5.12 SHEATHING. 1. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT UNITS WHERE THE CEILING HEIGHT OF A ROOM OPEN TO A HALLWAY FROM THE INTERIOR OF THE BUILDING BY NOT LESS THAN A I -INCH (25 MM) THICKNESS OF ALLOW PASSAGE OF A SPHERE 43/8 INCHES (I 1 I MM) IN DIAMETER. SERVING BEDROOMS EXCEEDS THAT OF THE HALLWAY BY 24 INCHES (6 10 R315.4 COMBINATION ALARMS. MASONRY OR CONCRETE. FOAM PLASTIC INSULATION USED AS SHEATHING SHALL COMPLY WITH SECTION R316.3 AND MM) OR MORE. COMBINATION CARBON MONOXIDE AND SMOKE ALARMS SHALL BE PERMITTED TO BE USED IN SECTION R316.4. WHERE THE FOAM PLASTIC SHEATHING IS EXPOSED TO THE ATTIC SPACE AT R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. R314.3.1 INSTALLATION NEAR COOKING APPLIANCES. LIEU OF CARBON MONOXIDE ALARMS. R3 16.5.2 ROOFING. A GABLE OR KNEEWALL, THE PROVISIONS OF SECTION R316.5.3 SHALL APPLY. WHERE FOAM PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R315.5 POWER SOURCE. PLASTIC INSULATION IS USED AS EXTERIOR WALL SHEATHING ON FRAMED WALL ASSEMBLIES, R317.4. SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING LOCATIONS UNLESS THIS THE THERMAL BARRIER SPECIFIED IN SECTION R316.4 IS NOT REQUIRED WHERE THE FOAM IT SHALL COMPLY WITH SECTION R316.S. WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN A LOCATION REQUIRED BY CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING PLASTIC IN A ROOF ASSEMBLY OR UNDER A ROOF COVERING IS INSTALLED IN ACCORDANCE R312.2 WINDOW FALL PROTECTION. SECTION R314.3. WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, WHERE PRIMARY WITH THE CODE AND THE MANUFACTURER'S INSTRUCTIONS AND IS SEPARATED FROM THE R316.5.13 FLOORS. I IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20 FEET (6096 POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY, WIRING SHALL BE . INTERIOR OF THE BUILDING BY TONGUE -AND -GROOVE WOOD PLANKS OR WOOD STRUCTURAL WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS MM) HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR PANEL SHEATHING, IN ACCORDANCE WITH SECTION R803, THAT IS NOT LESS THAN 15/32 THE THERMAL BARRIER SPECIFIED IN SECTION R316.4 IS NOT REQUIRED TO BE INSTALLED ON R312.2.1 AND R312.2.2. 2. IONIZATION SMOKE ALARMS WITH AN ALARM -SILENCING SWITCH SHALL NOT BE OVERCURRENT PROTECTION. INCH (11.9 MM) THICK BONDED WITH EXTERIOR GLUE, IDENTIFIED AS EXPOSURE I AND WITH THE WALKING SURFACE OF A STRUCTURAL FLOOR SYSTEM THAT CONTAINS FOAM PLASTIC INSTALLED LESS THAN 10 FEET (3048 MM) HORIZONTALLY FROM A PERMANENTLY EXCEPTIONS: EDGES SUPPORTED BY BLOCKING OR TONGUE -AND -GROOVE JOINTS OR AN EQUIVALENT INSULATION WHERE THE FOAM PLASTIC IS COVERED BY NOT LESS THAN A NOMINAL R3 12.2. I WINDOW OPENING HEIGH INSTALLED COOKING APPLIANCE. MATERIAL. THE SMOKE -DEVELOPED INDEX FOR ROOF APPLICATIONS SHALL NOT BE LIMITED. 1/2-INCH-THICK (12.7 MM) WOOD STRUCTURAL PANEL OR EQUIVALENT. THE THERMAL 3. PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 FEET (1828 I. CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE BATTERY R3 16.5.3 ATTICS. BARRIER SPECIFIED IN SECTION R316.4 IS REQUIRED ON THE UNDERSIDE OF THE STRUCTURAL IN DWELLING UNITS, WHERE THE BOTTOM OF THE CLEAR OPENING OF AN OPERABLE WINDOW MM) HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. OPERATED WHERE INSTALLED IN BUILDINGS WITHOUT COMMERCIAL FLOOR SYSTEM THAT CONTAINS FOAM PLASTIC INSULATION WHERE THE UNDERSIDE OF THE OPENING IS LOCATED LESS THAN 24 INCHES (6 10 MM) ABOVE THE FINISHED FLOOR AND 4. SMOKE ALARMS LISTED AND MARKED "HELPS REDUCE COOKING NUISANCE POWER. STRUCTURAL FLOOR SYSTEM IS EXPOSED TO THE INTERIOR OF THE BUILDING. GREATER THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ALARMS" SHALL NOT BE INSTALLED LESS THAN 6 FEET (1828 MM) HORIZONTALLY 2. CARBON MONOXIDE ALARMS INSTALLED IN ACCORDANCE WITH SECTION THE THERMAL BARRIER SPECIFIED IN SECTION R316.4 IS NOT REQUIRED WHERE ALL OF THE ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. R315.2.2 SHALL BE PERMITTED TO BE BATTERY POWERED FOLLOWING APPLY. R316.6 SPECIFIC APPROVAL. THE FOLLOWING: R315.6 POWER SOURCE. R314.4 INTERCONNECTION. (.ATTIC ACCESS IS REQUIRED BY SECTION R807. I. FOAM PLASTIC NOT MEETING THE REQUIREMENTS OF SECTIONS R316.3 THROUGH R316.5 I. OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER (102 CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING 2.THE SPACE IS ENTERED ONLY FOR PURPOSES OF REPAIRS OR MAINTENANCE. SHALL BE SPECIFICALLY APPROVED ON THE BASIS OF ONE OF THE FOLLOWING APPROVED MM) SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR LARGEST WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, WHERE PRIMARY 3. THE FOAM PLASTIC INSULATION HAS BEEN TESTED IN ACCORDANCE WITH SECTION R316.6 TESTS: NFPA 286 WITH THE ACCEPTANCE CRITERIA OF SECTION R302.9.4, FM 4880, UL 1040 OPENED POSITION. DWELLING UNIT IN ACCORDANCE WITH SECTION R314.3, THE ALARM DEVICES SHALL BE POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE OR THE FOAM PLASTIC INSULATION IS PROTECTED AGAINST IGNITION USING ONE OF THE OR UL 1715, OR FIRE TESTS RELATED TO ACTUAL END -USE CONFIGURATIONS. APPROVAL SHALL INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR FOLLOWING IGNITION BARRIER MATERIALS: BE BASED ON THE ACTUAL END -USE CONFIGURATION AND SHALL BE PERFORMED ON THE 2. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT. PHYSICAL INTERCONNECTION OF OVERCURRENT PROTECTION. 3.1.I I/2-INCH-THICK (38 MM) MINERAL FIBER INSULATION. FINISHED FOAM PLASTIC ASSEMBLY IN THE MAXIMUM THICKNESS INTENDED FOR USE. DEVICES OR FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND 3.2.1/4-INCH-THICK (6.4 MM) WOOD STRUCTURAL PANELS. ASSEMBLIES TESTED SHALL INCLUDE SEAMS, JOINTS AND OTHER TYPICAL DETAILS USED IN THE R312.2.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. EXCEPTIONS: I. CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHERE INSTALLED IN BUILDINGS WITHOUT COMMERCIAL 3.3.3/8-INCH (9.5 MM) PARTICLEBOARD. 3.4.1/4-INCH (6.4 MM) HARDBOARD. 3.5.3/8-INCH (9.5 MM) GYPSUM BOARD. INSTALLATION OF THE ASSEMBLY AND SHALL BE TESTED IN THE MANNER INTENDED FOR USE. r R314.5 COMBINATION ALARMS. R316.7 TERMITE DAMAGE. WHERE AN OPERABLE WINDOW SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING, A POWER. 3.6.CORROSION-RESISTANT STEEL HAVING A BASE METAL THICKNESS OF 0.016 INCH (0.406 WINDOW OPENING CONTROL DEVICE OR FALL PREVENTION DEVICE, AFTER OPERATION TO COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE USED IN 2. CARBON MONOXIDE ALARMS INSTALLED IN ACCORDANCE WITH SECTION MM). THE USE OF FOAM PLASTICS IN AREAS OF "VERY HEAVY" TERMITE INFESTATION PROBABILITY RELEASE THE CONTROL DEVICE OR FALL PREVENTION DEVICE ALLOWING THE WINDOW TO LIEU OF SMOKE ALARMS. R315.2.2 SHALL BE PERMITTED TO BE BATTERY POWERED. 3.7.11/2-INCH-THICK (38 MM) CELLULOSE INSULATION. SHALL BE IN ACCORDANCE WITH SECTION R318.4. FULLY OPEN, SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO 3.8.1/4-INCH (6.4 MM) FIBER -CEMENT PANEL, SOFFIT OR BACKER BOARD. LESS THAN THE AREA REQUIRED BY SECTIONS R310.2.1 AND R310.2.2. R314.6 POWER SOURCE. R315.7 CARBON MONOXIDE DETECTION SYSTEMS. THE IGNITION BARRIER IS NOT REQUIRED WHERE THE FOAM PLASTIC INSULATION HAS BEEN R316.8 WIND RESISTANCE. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING CARBON MONOXIDE DETECTION SYSTEMS SHALL BE PERMITTED TO BE USED IN LIEU OF TESTED IN ACCORDANCE WITH SECTION R316.6. WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, WHERE PRIMARY CARBON MONOXIDE ALARMS AND SHALL COMPLY WITH SECTIONS R315.7.1 THROUGH R316.5.4 CRAWL SPACES. FOAM PLASTIC INSULATION COMPLYING WITH ASTM C578 AND ASTM C 1289 AND USED AS SECTION R313 POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE R315.7.4. EXTERIOR WALL SHEATHING ON FRAMED WALL ASSEMBLIES SHALL COMPLY WITH SBCA FS 100 AUTOMATIC FIRE SPRINKLER SYSTEMS PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED R315.7.1 GENERAL. THE THERMAL BARRIER SPECIFIED IN SECTION R316.4 IS NOT REQUIRED WHERE ALL OF THE FOR WIND PRESSURE RESISTANCE UNLESS INSTALLED DIRECTLY OVER A SHEATHING MATERIAL FOR OVERCURRENT PROTECTION, THAT IS SEPARATELY CAPABLE OF RESISTING THE WIND LOAD OR OTHERWISE EXEMPTED FROM HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEMS SHALL COMPLY WITH NFPA 720. FOLLOWING APPLY. THE SCOPE OF SBCA FS 100. R313.1 TOWNHOUSE AUTOMATIC FIRE SPRINKLER SYSTEMS. EXCEPTIONS: CARBON MONOXIDE DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL 2075. AN AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED IN TOWNHOUSES. I. SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHERE R315.7.2 LOCATION. I.CRAWL SPACE ACCESS IS REQUIRED BY SECTION R408.4. 2.ENTRY IS MADE ONLY FOR PURPOSES OF REPAIRS OR MAINTENANCE. EXCEPTION: AN AUTOMATIC SPRINKLER SYSTEM SHALL NOT BE REQUIRED WHERE INSTALLED IN BUILDINGS WITHOUT COMMERCIAL POWER. 2. SMOKE ALARMS INSTALLED IN ACCORDANCE WITH SECTION R314.2.2 SHALL CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN THE LOCATIONS SPECIFIED IN 3. 3. THE FOAM PLASTIC INSULATION HAS BEEN TESTED IN ACCORDANCE WITH SECTION R316.6 ADDITIONS OR ALTERATIONS ARE MADE TO EXISTING TOWNHOUSES THAT DO NOT BE PERMITTED TO BE BATTERY POWERED. SECTION R315.3. THESE LOCATIONS SUPERSEDE THE LOCATIONS SPECIFIED IN NFPA 720. OR THE FOAM PLASTIC INSULATION IS PROTECTED AGAINST IGNITION USING ONE OF THE HAVE AN AUTOMATIC SPRINKLER SYSTEM INSTALLED. FOLLOWING IGNITION BARRIER MATERIALS: R315.7.3 PERMANENT FIXTURE. 3.1.11/2-INCH-THICK (38 MM) MINERAL FIBER INSULATION. R314.7 FIRE ALARM SYSTEMS. 3.2.1/4-INCH-THICK (6.4 MM) WOOD STRUCTURAL PANELS. R313. 1. I DESIGN AND INSTALLATION. WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM IS INSTALLED, IT SHALL 3.3.3/8-INCH (9.5 MM) PARTICLEBOARD. FIRE ALARM SYSTEMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS AND SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY AND OWNED BY THE HOMEOWNER. AUTOMATIC SPRINKLER SYSTEMS FOR TOWNHOUSES SHALL BE DESIGNED AND INSTALLED IN COMPLY WITH SECTIONS R314. 7.1 THROUGH R314. 7.4. 3.4.114-INCH (6.4 MM) HARDBOARD. ACCORDANCE WITH SECTION P2904 OR NFPA 13D R315.7.4 COMBINATION DETECTORS. 3.5.3/8-INCH (9.5 MM) GYPSUM BOARD. Revision 2 3.6.CORROSION-RESISTANT STEEL HAVING A BASE METAL THICKNESS OF 0.016 INCH (0.406 COMBINATION CARBON MONOXIDE AND SMOKE DETECTORS INSTALLED IN CARBON October 23, 2024 MM). MONOXIDE DETECTION SYSTEMS IN LIEU OF CARBON MONOXIDE DETECTORS SHALL BE 3. T 114-INCH (6.4 MM) FIBER -CEMENT PANEL, SOFFIT OR BACKER BOARD. LISTED IN ACCORDANCE WITH UL 268 AND UL 2075. C R EATIVE O Since 3 Precision & Grace 1611 116th Avenue Northeast Suite 224 Bellevue, Washington 98004 0 0 0 206-619-3995 creativecomfort79gmail.com 0 0 rl o � o .0 • � � N er 0 o V � � � O w cis CtC N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 UB &�/2024 T CITY OF EDMONDS DtVELOPMENT prbfffil�WARTME T Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July 11, 2024 Bid Issued: May 16, 2024 Structural Issued: July 1 I, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of c izixnvr, o,v oi, 1. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from ci<i,uini i_ Version: I Sheet Number A-0.7 EXCERPTS OF THE 2021 International Residential Code: Part III CHAPTER 3 BUILDING PLANNING Section 317 and CHAPTER 4 FOUNDATION (THESE I.R.C. EXCEPTS DOES NOT RELEASE YOU FROM YOUR RESPONSIBILITY OF THE I.R.C.) SECTION R317 PROTECTION OF WOOD AND WOOD -BASED PRODUCTS AGAINST DECAY R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOOD -BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U 1. I .IN CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION, WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHERE CLOSER THAN 18 INCHES (457 MM) TO EXPOSED GROUND, WOOD GIRDERS WHERE CLOSER THAN 12 INCHES (305 MM) TO EXPOSED GROUND, AND WOOD COLUMNS WHERE CLOSER THAN 8 INCHES (204 MM) TO EXPOSED GROUND. 2. WOOD FRAMING MEMBERS, INCLUDING COLUMNS, THAT REST DIRECTLY ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. 3.SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FP AMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 It :HES (152 MM) FROM TNF (-,ROUND OR LESS THAN 2 INCHES (51 MM) MEASURE VERTICALLY FROM CONC ETE S PS, POR H SLABS, PATIO SLABS AND SIMILAR HOR )NTAL SURFACES EXPOSE TO T IE WEATF R. 6. WOOD STRUCTURAL MEMBERS SUPPO. 'NG MOISTURE-PERME1 TE FL "ORS OR ROOFS THAT ARE EXPOSED TO THE WEAThL. 'zIICH AS Gr': JCRE7 OR MA. )NRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. 8.PORTIONS OF WOOD STRUCTURAL MEMBERS THAT FORM THE STRUCTURAL SUPPORTS OF BUILDINGS, BALCONIES, PORCHES OR SIMILAR PERMANENT BUILDING APPURTENANCES WHERE THOSE MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A ROOF EAVE OVERHANG OR OTHER COVERING THAT WOULD PREVENT MOISTURE OR WATER ACCUMULATION ON THE SURFACE OR AT JOINTS BETWEEN MEMBERS. EXCEPTION:SAWN LUMBER USED IN BUILDINGS LOCATED IN A GEOGRAPHICAL REGION WHERE EXPERIENCE HAS DEMONSTRATED THAT CLIMATIC CONDITIONS PRECLUDE THE NEED TO USE NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD WHERE THE STRUCTURE IS EXPOSED TO THE WEATHER. 9. WOOD COLUMNS IN CONTACT WITH BASEMENT FLOOR SLABS UNLESS SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING NOT LESS THAN I INCH (25 MM) ABOVE THE CONCRETE FLOOR AND SEPARATED FROM THE CONCRETE PIER BY AN IMPERVIOUS MOISTURE BARRIER. R317.1.1 FIELD TREATMENT. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. R317.1.2 GROUND CONTACT. ALL WOOD IN CONTACT WITH THE GROUND, EMBEDDED IN CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE EXPOSED TO THE WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR HUMAN OCCUPANCY SHALL BE APPROVED PRESSURE -PRESERVATIVE -TREATED WOOD SUITABLE FOR GROUND CONTACT USE, EXCEPT THAT UNTREATED WOOD USED ENTIRELY BELOW GROUNDWATER LEVEL OR CONTINUOUSLY SUBMERGED IN FRESH WATER SHALL NOT BE REQUIRED TO BE PRESSURE -PRESERVATIVE TREATED. R317.2 QUALITY MARK. LUMBER AND PLYWOOD REQUIRED TO BE PRESSURE -PRESERVATIVE TREATED IN ACCORDANCE WITH SECTION R318.1 SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY THAT MAINTAINS CONTINUING SUPERVISION, TESTING AND INSPECTION OVER THE QUALITY OF THE PRODUCT AND THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH THE REQUIREMENTS OF THE AMERICAN LUMBER STANDARD COMMITTEE TREATED WOOD PROGRAM. R317.2.1 REQUIRED INFORMATION. THE REQUIRED QUALITY MARK ON EACH PIECE OF PRESSURE -PRESERVATIVE -TREATED LUMBER OR PLYWOOD SHALL CONTAIN THE FOLLOWING INFORMATION: 1. IDENTIFICATION OF THE TREATING PLANT. 2. TYPE OF PRESERVATIVE. 3. THE MINIMUM PRESERVATIVE RETENTION. 4. END USE FOR WHICH THE PRODUCT WAS TREATED. 5. STANDARD TO WHICH THE PRODUCT WAS TREATED. 6. IDENTITY OF THE APPROVED INSPECTION AGENCY. 7. THE DESIGNATION "DRY," IF APPLICABLE. EXCEPTION: QUALITY MARKS ON LUMBER LESS THAN I INCH (25 MM) NOMINAL THICKNESS, OR LUMBER LESS THAN NOMINAL I INCH BY 5 INCHES (25 MM BY 127 MM) OR 2 INCHES BY 4 INCHES (51 MM BY 102 MM) OR LUMBER 36 INCHES (9 14 MM) OR LESS IN LENGTH SHALL BE APPLIED BY STAMPING THE FACES OF EXTERIOR PIECES OR BY END LABELING NOT LESS THAN 25 PERCENT OF THE PIECES OF A BUNDLED UNIT. R317.3 FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE -TREATED AND FIRE -RETARDANT -TREATED WOOD. FASTENERS, INCLUDING NUTS AND WASHERS, AND CONNECTORS IN CONTACT WITH PRESERVATIVE -TREATED WOOD AND FIRE -RETARDANT -TREATED WOOD SHALL BE IN ACCORDANCE WITH THIS SECTION. THE COATING WEIGHTS FOR ZINC -COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. STAINLESS STEEL DRIVEN FASTENERS SHALL BE IN ACCORDANCE WITH THE MATERIAL REQUIREMENTS OF ASTM F 1667. R317.3.1 FASTENERS FOR PRESERVATIVE -TREATED WOOD. FASTENERS, INCLUDING NUTS AND WASHERS, FOR PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED, ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. COATING TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE IN ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS. IN THE ABSENCE OF MANUFACTURER'S RECOMMENDATIONS, A MINIMUM OF ASTM A 653 TYPE G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. EXCEPTIONS: I. 1/2-INCH-DIAMETER (12.7 MM) OR GREATER STEEL BOLTS. 2. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55 MINIMUM. 3. PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE -TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED. R317.3.2 FASTENINGS FOR WOOD FOUNDATIONS. FASTENINGS, INCLUDING NUTS AND WASHERS, FOR WOOD FOUNDATIONS SHALL BE AS REQUIRED IN AFSPA PWF. R317.3.3 FASTENERS FOR FIRE -RETARDANT -TREATED WOOD USED IN EXTERIOR APPLICATIONS OR WET OR DAMP LOCATIONS. FASTENERS, INCLUDING NUTS AND WASHERS, FOR FIRE-RETARDANTTREATED WOOD USED IN EXTERIOR APPLICATIONS OR WET OR DAMP LOCATIONS SHALL BE OF HOT -DIPPED, ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MF -HANIC UL I' "F. ITS " Zip ' COATED STE ". COATING WEIGHTS IN ACCORDANCE V i 'I ASTM B 6! i, CLASS ;5 M IIMUM. K3 7.3.4 F ►STEN RS FC � FiRE-R IAROANT-TREATED WOOD USED IN 1, 'TERTC ; APPI CATIC `4S. FASTENERS, INCLUDING NUTS AND WASHERS, FOR FIRE -RETARDANT -TREATED WOOD USED IN INTERIOR LOCATIONS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. IN THE ABSENCE OF THE MANUFACTURER'S RECOMMENDATIONS, SECTION R317.3.3 SHALL APPLY. R317.4 PLASTIC COMPOSITES. PLASTIC COMPOSITE EXTERIOR DECK BOARDS, STAIR TREADS, GUARDS AND HANDRAILS CONTAINING WOOD, CELLULOSIC OR OTHER BIODEGRADABLE MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R507.3 CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL R401.1 APPLICATION. THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE DESIGN AND CONSTRUCTION OF THE FOUNDATION AND FOUNDATION SPACES FOR BUILDINGS. IN ADDITION TO THE PROVISIONS OF THIS CHAPTER, THE DESIGN AND CONSTRUCTION OF FOUNDATIONS IN FLOOD HAZARD AREAS 'AC ESTABLISHED BY TABLE R301.2(1) SHALL MEET THE PROVISIONS OF SECTION R'12. WOOD 70UNDATIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE XIITH AWC PWF. EXCE ION: THE PROVISIONS 0 THIS ( IAPTER i ALL BE PERMI; -D TO BE US ) FOR WOC FOUNDATIONS ONLY IN -HE F(�LLOWINC SITUATIONS: I I BUILDINGS THAT HAI NO, `MORE TH V TWO FLC'ORS At A ROOF 2.4. ARE INTERIOP dASEP -NTAN. ' FOUN ATION WALLS ARE C )NSTRUI FED AT INTERVALS NOT EXCEEDING 50 FEET (15 240 MM). WOOD FOUNDATIONS IN SEISMIC DESIGN CATEGORY DO, D I OR D2 SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. R401.2 REQUIREMENTS. FOUNDATION CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS IN ACCORDANCE WITH SECTION R301 AND OF TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING SOIL. FILL SOILS THAT SUPPORT FOOTINGS AND FOUNDATIONS SHALL BE DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. GRAVEL FILL USED AS FOOTINGS FOR WOOD AND PRECAST CONCRETE FOUNDATIONS SHALL COMPLY WITH SECTION R403. R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 MM). EXCEPTION: WHERE LOTL/NES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 61NCHES (152 MM) OF FALL WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. R401.4 SOIL TESTS. WHERE QUANTIFIABLE DATA CREATED BY ACCEPTED SOIL SCIENCE METHODOLOGIES INE ATE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER QUESTIONABLE SOIL CHARACTERISTICS RE LIKELY TO BE PRESENT, THE BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIk \ SOIL TEST TO DETERMINE THE SOIL'S CHARACTERISTICS AT A PARTICULAR LOCATION. THIS NT SHALL BE DONE BY AN APPROVED AGENCY USING AN APPROVED METHOD. TABLE R401.4. I PRESUMPTIVE LOAD -BEARING VALUES OF FOUNDATION MATERIALS a CLASS OF MATERIAL LOAD -BEARING PRESSURE (pounds per square foot) CRYSTALLINE BEDROCK 12,000 SEDIMENTARY AND FOLIATED ROCK 4,000 SANDY GRAVEL AND/OR GRAVEL (GW AND GP) 3,000 SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL (SW, SP, SM, SC, GM AND GC) 2,000 CLAY, SANDY, SILTY CLAY, CLAYEY SILT, SILT AND SANDY SILTCLAY (CL, ML, MH AND CH) I 1,500b FOR Sk I POUND PER SQUARE FOOT = 0.0479 KPA. a. WHERE SOIL TESTS ARE REQUIRED BY SECTION R401.4, THE ALLOWABLE BEARING CAPACITIES OF THE SOIL SHALL BE PART OF THE RECOMMENDATIONS. b. WHERE THE BUILDING OFFICIAL DETERMINES THAT IN -PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 PSF ARE LIKELY TO BE PRESENT AT THE SITE, THE ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS INVESTIGATION R401.4.2 COMPRESSIBLE OR SHIFTING SOIL INSTEAD OF A COMPLETE GEOTECHNICAL EVALUATION, WHERE TOP OR SUBSOILS ARE COMPRESSIBLE OR SHIFTING, THEY SHALL BE REMOVED TO A DEPTH AND WIDTH SUFFICIENT TO ENSURE STABLE MOISTURE CONTENT IN EACH ACTIVE ZONE AND SHALL NOT BE USED AS FILL OR STABILIZED WITHIN EACH ACTIVE ZONE BY CHEMICAL, DEWATERING OR PRESATURATION. SECTION R403 FOOTINGS R403.1 GENERAL. ALL EXTERIOR WALLS SHALL BE SUPPORTED ON CONTINUOUS SOLID OR FULLY GROUTED MASONRY OR CONCRETE FOOTINGS, CRUSHED STONE FOOTINGS, WOOD FOUNDATIONS, OR OTHER APPROVED STRUCTURAL SYSTEMS WHICH SHALL BE OF SUFFICIENT DESIGN TO ACCOMMODATE ALL LOADS ACCORDING TO SECTION R301 AND TO TRANSMIT THE RESULTING LOADS TO THE SOIL WITHIN THE LIMITATIONS AS DETERMINED FROM THE CHARACTER OF THE SOIL. FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL. CONCRETE FOOTING SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R403 OR IN ACCORDANCE WITH ACI 332 R403.1.1 MINIMUM SIZE. THE MINIMUM WIDTH, W, AND THICKNESS, T, FOR CONCRETE FOOTINGS SHALL BE IN ACCORDANCE WITH TABLES R403.1(1) THROUGH R403.1(3) AND FIGURE R403.1(1) OR R403.1.3, AS APPLICABLE. THE FOOTING WIDTH SHALL BE BASED ON THE LOAD -BEARING VALUE OF THE SOIL IN ACCORDANCE WITH TABLE R401.4. I. FOOTING PROJECTIONS P SHALL BE NOT LESS THAN 2 INCHES (51 MM) AND SHALL NOT EXCEED THE THICKNESS OF THE FOOTING,. FOOTING THICKNESS AND PROJECTION FOR FIREPLACES SHALL BE IN ACCORDANCE "i rH SECTIOI . R 1001.2. THE SIZE OF FOOTINGS SUPPORTING PIERS AND COLUMNS SHALL BE BASED ON THE TRIBUTARY LOAD AND ALLOWABLE SOIL PRESSURE IN ACCORDANCE WITH TABLE R401.4. 1. FOOTINSz, ►-u,. `1OOD _)UNDATIC iS SH IF HL nJ ACCOKot'. -E WII I IHL DETAILS SET FORTH IN SECTION R4 3.2, A 'D FIGUr 1 R40 1(2) AND R403.1(3). R403.1.2 CON INUOUS FOOTL 'G iN . c-ISi IIC DE 'IGN r'ATEGORIr-S D� nI AND 02 . EXTERIOR WALLS OF BUILDINGS LOCATED IN SEISMIC DESIGN CATEGORIES DO, D I AND D2 SHALL BE SUPPORTED BY CONTINUOUS SOLID OR FULLY GROUTED MASONRY OR CONCRETE FOOTINGS. OTHER FOOTING MATERIALS OR SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. ALL REQUIRED INTERIOR BRACED WALL PANELS IN BUILDINGS LOCATED IN SEISMIC DESIGN CATEGORIES DO, D I AND D2 WITH PLAN DIMENSIONS GREATER THAN 50 FEET (15 240 MM) SHALL BE SUPPORTED BY CONTINUOUS SOLID OR FULLY GROUTED MASONRY OR CONCRETE FOOTINGS IN ACCORDANCE WITH SECTION R403.1.3.4, EXCEPT FOR TWO-STORY BUILDINGS IN SEISMIC DESIGN CATEGORY D2, IN WHICH ALL BRACED WALL PANELS, INTERIOR AND EXTERIOR, SHALL BE SUPPORTED ON CONTINUOUS FOUNDATIONS. EXCEPTION: TWO-STORY BUILDINGS SHALL BE PERMITTED TO HAVE INTERIOR BRACED WALL PANELS SUPPORTED ON CONTINUOUS FOUNDATIONS AT INTERVALS NOT EXCEEDING 50 FEET (15 240 MM) PROVIDED THAT. 1. THE HEIGHT OF CRIPPLE WALLS DOES NOT EXCEED 4 FEET (1219 MM). 2. FIRST -FLOOR BRACED WALL PANELS ARE SUPPORTED ON DOUBLED FLOOR JOISTS, CONTINUOUS BLOCKING OR FLOOR BEAMS. 3. THE DISTANCE BETWEEN BRACING LINES DOES NOT EXCEED TWICE THE BUILDING WIDTH MEASURED PARALLEL TO THE BRACED WALL LINE. R403.1.3 FOOTING AND STEM WALL REINFORCING IN SEISMIC DESIGN CATEGORIES DO, D 1, AND D2. CONCRETE FOOTINGS LOCATED IN SEISMIC DESIGN CATEGORIES 00, �f I AND D2, AS ESTABLIS'IEC '", I ;_: E R301.2(1), SHALL HAVE MINIMUM REINFORI` rMENT IN ACCORD)AN( : WITH THIS SECTION AND FIGURE R403.1.3. REINFC CEMENT SHALL BE NSTAUED C TH SUPPORT AND COVER IN ACCORDANCE WITH Si TION R403.1.3.5. 403.1. .1 CONCRETE STEM WALLS WITH CON, 'ETE FOOTINGS. IN SEISMIC ut-SiGiv CATEGORIES DO, D I AND D2 WHERE A CONSTRUC CREATED BETWEEN A CONCRETE FOOTING AND A CONCRETE STEM WALL, A MINIMUM OF ONE NO. 4 VERTICAL BAR SHALL BE INSTALLED AT NOT MORE THAN 4 FEET (1219 MM) ON CENTER. THE VERTICAL BAR SHALL HAVE A STANDARD HOOK AND EXTEND TO THE BOTTOM OF THE FOOTING AND SHALL HAVE SUPPORT AND COVER AS SPECIFIED IN SECTION R403.1.3.5.3 AND EXTEND A MINIMUM OF 14 INCHES (35 7 MM) INTO THE STEM WALL. STANDARD HOOKS SHALL COMPLY WITH SECTION R608.5.4.5. A MINIMUM OF ONE NO. 4 HORIZONTAL BAR SHALL BE INSTALLED WITHIN 12 INCHES (305 MM) OF THE TOP OF THE STEM WALL AND ONE NO. 4 HORIZONTAL BAR SHALL BE LOCATED 3 TO 4 INCHES (76 MM TO 102 MM) FROM THE BOTTOM OF THE FOOTING, R403.1.3.2 MASONRY STEM WALLS WITH CONCRETE FOOTINGS. IN SEISMIC DESIGN CATEGORIES DO, D I AND D2 WHERE A MASONRY STEM WALL IS SUPPORTED ON A CONCRETE FOOTING, A MINIMUM OF ONE NO. 4 VERTICAL BAR SHALL BE INSTALLED AT NOT MORE THAN 4 FEET (1219 MM) ON CENTER. THE VERTICAL BAR SHALL HAVE A STANDARD HOOK AND EXTEND TO THE BOTTOM OF THE FOOTING AND SHALL HAVE SUPPORT AND COVER AS SPECIFIED IN SECTION R403.1.3.5.3 AND EXTEND A MINIMUM OF 14 INCHES (357 MM) INTO THE STEM WALL. STANDARD HOOKS SHALL COMPLY WITH SECTION R608.5.4.5. A MINIMUM OF ONE NO. 4 HORIZONTAL BAR SHALL BE INSTALLED WITHIN 12 INCHES (305 MM) OF THE TOP OF THE WALL AND ONE NO. 4 HORIZONTAL BAR SHALL BE LOCATED 3 TO 4 INCHES (76 MM TO 102 MM) FROM THE BOTTOM OF THE FOOTING. MASONRY STEM WALLS SHALL BE SOLID GROUTED R403.1.3.3 SLABS -ON -GROUND WITH TURNED -DOWN FOOTINGS. ;; IzFISMIC DESIGN CATEGORIES DO, D 1 AND D2, SLABS ON GROUND CAST MONOLITHICALLY WITH TURNED -DOWN FOOTINGS SHALL HAVE A MINIMUM OF ONE NO. 4 BAR AT THE TOP AND THE BnTTOM OF THE FnnTING OR ONE NO. 5 BAR nR TWO Nn 4 BARS IN THE Minn► F THIRD OFT E FOk 'ING DEF H. WHE = T; SLAB IS Ni C S MOB'„!? ICALLY WI 1 THE Fr )TING VO. S OR L IO111 VERTIC _ DC, 'ELS WITF ;TANDARD NOOKS 2N EACH NO SHA L BE INS At LED AT OT ^. iORE 4AN 4, -ET (12 1 MM) ON CENTER I. ACCOR ANCE V FH FIGUk R403. I., DETAIL 2. STANDARD HOOKS SHALL COMPLY WITH SECTION R608.5.4.5. R403.1.3.4 INTERIOR BEARING AND BRACED WALL PANEL FOOTINGS IN SEISMIC DESIGN CATEGORIES DO, D I AND D2. IN SEISMIC DESIGN CATEGORIES DO, D 1 AND D2, INTERIOR FOOTINGS SUPPORTING BEARING WALLS OR BRACED WALL PANELS, AND CAST MONOLITHICALLY WITH A SLAB ON GRADE, SHALL EXTEND TO A DEPTH OF NOT LESS THAN 12 INCHES (305 MM) BELOW THE TOP OF THE SLAB. R403.1.3.5 REINFORCEMENT. FOOTING AND STEM WALL REINFORCEMENT SHALL COMPLY WITH SECTIONS R403.1.3.5.1 THROUGH R403.1.3.5.4. R403.1.3.5.1 STEEL REINFORCEMENT. STEEL REINFORCEMENT SHALL COMPLY WITH THE REQUIREMENTS OF ASTM A 615, A 706 OR A 996. ASTM A 996 BARS PRODUCED FROM RAIL STEEL SHALL BE TYPE R. THE MINIMUM YIELD STRENGTH OF REINFORCING STEEL SHALL BE 40,000 PSI (GRADE 40) (2 76 MPA). R403.1.3.5.2 LOCATION OF REINFORCEMENT IN WALL. THE CENTER OF VERTICAL REINFORCEMENT IN STEM WALLS SHALL BE LOCATED AT THE CENTERLINE OF THE WALL. HORIZONTAL AND VERTICAL REINFORCEMENT SHALL BE LOCATED IN FOOTINGS AND STEM WALLS TO PROVIDE THE MINIMUM COVER REQUIRED BY SECTION R403.1.3.5.3. R403.1.3.5.3 SUPPORT AND COVER. REINFORCEMENT SHALL BE SECURED IN THE PROPER LOCATION IN THE FORMS WITH TIE WIRE OR OTHER BAR SUPPORT SYSTEM TO PREVENT DISPLACEMENT DURING THE CONCRETE PLACEMENT OPERATION. STEEL REINFORCEMENT IN CONCRETE CAST AGAINST THE EARTH SHALL HAVE A MINIMUM COVER OF 3 INCHES (75 MM). MINIMUM COVER FOR REINFORCEMENT IN CONCRETE CAST IN REMOVABLE FORMS THAT WILL BE EXPOSED TO THE EARTH OR WEATHER SHALL BE 11/2 INCHES (38 MM) FOR NO. 5 BARS AND SMALLER, AND 2 INCHES (50 MM) FOR NO. 6 BARS AND LARGER. FOR CONCRETE CAST IN REMOVABLE FORMS THAT WILL NOT BE EXPOSED TO THE EARTH OR WEATHER, AND FOR CONCRETE CAST IN STAY -IN -PLACE FORMS, MINIMUM COVER SHALL BE 3/4 INCH (19 MM). R403.1.3.5.4 LAP SPLICES. VERTICAL AND HORIZONTAL REINFORCEMENT SHALL BE THE LONGEST LENGTHS PRACTICAL. WHERE SPLICES ARE NECESSARY IN REINFORCEMENT, THE LENGTH OF LAP SPLICE SHALL BE IN ACCORDANCE WITH TABLE R608.5.4.(I) AND FIGURE R608.5.4(I). THE MAXIMUM GAP BETWEEN NONCONTACT PARALLEL BARS AT A LAP SPLICE SHALL NOT EXCEED THE SMALLER OF ONE -FIFTH THE REQUIRED LAP LENGTH AND 6 INCHES (152 MM) [SEE FIGURE R608.5.4(1)]. R403.1.3.6 ISOLATED CONCRETE FOOTINGS. IN DETACHED ONE- AND TWO-FAMILY DWELLINGS THAT ARE THREE STORIES OR LESS IN HEIGHT AND CONSTRUCTED WITH STUD BEARING WALLS, ISOLATED PLAIN CONCRETE FOOTINGS SUPPORTING COLUMNS OR PEDESTALS ARE PERMITTED. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS THAN 12 INCHES (305 MM) BELOW THE UNDISTURBED GROUND SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. R403.1.4. I FROST PROTECTION. EXC -T WHERE OTHERWISE PROTECTED FROM FROST, FOUNDATION WALLS, PIERS AND OTI =R PERMANENT SUPPORTS OF BUILDINGS AND STRUCTURES SHALL BE PROTECTED FROM FR( ;T BY ONE OR MORE OF THE FOLLOWING METHODS: 1 EXTENDED BELOW THE FROST LINE SPECIFIED IN TABLE R301.2.(I). 2 CONSTRUCTED IN ACCORDANCE WITH SECTION R403.3. 3 CONSTRUCTED IN ACCORDANCE WITH ASCE 32. 4 ERECTED ON SOLID ROCK. FOOTINGS SHALL NOT BEAR ON FROZEN SOIL UNLESS THE FROZEN CONDITION IS PERMANENT. EXCEPTIONS: I . PROTECTION OF FREESTANDING ACCESSORY STRUCTURES WITH AN AREA OF 600 SQUARE FEET 56 M2 OR LESS OF LIGHT -FRAME CONSTRUCTION, WITH AN EAVE HEIGHT OF 10 FEET (3048 MM) OR LESS SHALL NOT BE REQUIRED. 2. PROTECTION OF FREESTANDING ACCESSORYSTRUCI H/CHTURES WITH AN AREA OF 400 SQUARE FEET (37 M2) OR LESS, OF OTHER THAN LIGHT -FRAME CONSTRUCTION, WITH AN EAVE HEIGHT OF 10 FEET (3048 MM) OR LESS SHALL NOT BE REQUIRED. 3. DECKS NOT SUPPORTED BY A DWELLING NEED NOT BE PROVIDED WITH FOOTINGS THAT EXTEND BELOW THE FROST LINE. R403.1.5 SLOPE. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (I0-PERCENT SLOPE). FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTINGS OR WHERE THE SLOPE OF THE BOTTOM SURFACE OF THE FOOTINGS WILL EXCEED ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (I 0-PERCENT SLOPE). "403 ' . 6 FOl r 4DA -ION ANCH0\. iE. W, IOC Si '. PLATES ND' OOD WILLS SUPPORT, ) C ZECTI I ON CONTIN OUS FOUNDATIONS SH ALI BE. VCVORI ) TO HE FOU DATION IN A( CO UAi "E WITH THIS S CTION. G 'D-FOE 1EC ;TEEL FRAi, 'NG SHAI ! BE A CHORL -'DIRECTLY D THE FOUNDATION OR FASTENEu TO WOOD SILL PtH I tS ANCHORED TO THt POUNDA iiON. ANCHORAGE OF COLD -FORMED STEEL FRAMING AND SILL PLATES SUPPORTING COLD -FORMED STEEL FRAMING SHALL BE IN ACCORDANCE WITH THIS SECTION AND SECTION R505.3.1 OR R603.3. I. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH MINIMUM 1/2-INCHDIAMETER (12.7 MM) ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET (1829 MM) ON CENTER OR APPROVED ANCHORS OR ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER (12.7 MM) ANCHOR BOLTS. BOLTS SHALL EXTEND A MINIMUM OF 7 INCHES (178 MM) INTO CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY UNITS. THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES (305 MM) OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. INTERIOR BEARING WALL SOLE PLATES ON MONOLITHIC SLAB FOUNDATION THAT ARE NOT PART OF A BRACED WALL PANEL SHALL BE POSITIVELY ANCHORED WITH APPROVED FASTENERS. SILL PLATES AND SOLE PLATES SHALL BE PROTECTED AGAINST DECAY AND TERMITES WHERE REQUIRED BY SECTIONS R317 AND R318. EXCEPTIONS: 1. WALLS 24 INCHES (6 10 MM) TOTAL LENGTH OR SHORTER CONNECTING OFFSET BRACED WALL PANELS SHALL BE ANCHORED TO THE FOUNDATION WITH A MINIMUM OF ONE ANCHOR BOLT LOCATED IN THE CFn: ; EK OF THE PLATE SECTION AND SHALL BE ATTACHED Tr-, ADJACENT BRACED WALL PANELS AT CORNERS AS SHOWN IN ITr 0 9 OF TABLE R602.3(1). 2. CONNECTIO OF WALLS 12 INCHES (305 MM) TO►, ' LEN, -H OR SHORTER G INECTING OFFSET BRACED WALL PANE S TO '-IE FOUNDATIC WITHOUT ANCHOR BO TS SHALL BE P .RN ITTI 1. TI/E WALL SHALL. ATTACHED TO ADJAC. IT BRACED IWAI PAN '.� AT CORNERS AS Sh. "'N] IN ITEM OF TABS_ ";n1.3(1). R403.1.7 FOOTINGS ON OR ADJACENT TO SLOPES THE PLACEMENT OF BUILDINGS AND STRUCTURES ON OR ADJACENT TO SLOPES STEEPER THAN 1 UNIT VERTICAL IN 3 UNITS HORIZONTAL (33.3-PERCENT SLOPE) SHALL CONFORM TO SECTIONS R403.1.7.1 THROUGH R403.1.7.4. R403.1.7.1 BUILDING CLEARANCES FROM ASCENDING SLOPES. IN GENERAL, BUILDINGS BELOW SLOPES SHALL BE SET A SUFFICIENT DISTANCE FROM THE SLOPE TO PROVIDE PROTECTION FROM SLOPE DRAINAGE, EROSION AND SHALLOW FAILURES. EXCEPT AS PROVIDED IN SECTION R403.1.7.4 AND FIGURE R403.1.7.1, THE FOLLOWING CRITERIA WILL BE ASSUMED TO PROVIDE THIS PROTECTION. WHERE THE EXISTING SLOPE IS STEEPER THAN I UNIT VERTICAL IN I UNIT HORIZONTAL (100-PERCENT SLOPE), THE TOE OF THE SLOPE SHALL BE ASSUMED TO BE AT THE INTERSECTION OF A HORIZONTAL PLANE DRAWN FROM THE TOP OF THE FOUNDATION AND A PLANE DRAWN TANGENT TO THE SLOPE AT AN ANGLE OF 45 DEGREES (0.79 RAD) TO THE HORIZONTAL. WHERE A RETAINING WALL IS CONSTRUCTED AT THE TOE OF THE SLOPE, THE HEIGHT OF THE SLOPE SHALL BE MEASURED FROM THE TOP OF THE WALL TO THE TOP OF THE SLOPE. Revision 2 October 23, 2024 SECTION R405 FOUNDATION DRAINAGE R405.1 CONCRETE OR MASONRY FOUNDATIONS. DRAINS SHALL BE PROVIDED AROUND CONCRETE OR MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE. DRAINAGE TILES, GRAVEL OR CRUSHED STONE DRAINS, PERFORATED PIPE OR OTHER APPROVED SYSTEMS OR MATERIALS SHALL BE INSTALLED AT OR BELOW THE TOP OF THE FOOTING OR BELOW THE BOTTOM OF THE SLAB AND SHALL DISCHARGE BY GRAVITY OR MECHANICAL MEANS INTO AN APPROVED DRAINAGE SYSTEM. GRAVEL OR CRUSHED STONE DRAINS SHALL EXTEND NOT LESS THAN I FOOT (305 MM) BEYOND THE OUTSIDE EDGE OF THE FOOTING AND 6 INCHES (152 MM) ABOVE THE TOP OF THE FOOTING AND BE COVERED WITH AN APPROVED FILTER MEMBRANE MATERIAL. THE TOP OF OPEN JOINTS OF DRAIN TILES SHALL BE PROTECTED WITH STRIPS OF BUILDING PAPER. EXCEPT WHERE OTHERWISE RECOMMENDED BY THE DRAIN MANUFACTURER, PERFORATED DRAINS SHALL BE SURROUNDED WITH AN APPROVED FILTER MEMBRANE OR THE FILTER MEMBRANE SHALL COVER THE WASHED GRAVEL OR CRUSHED ROCK COVERING THE DRAIN, DRAINAGE TILES OR PERFORATED PIPE SHALL BE PLACED ON NOT LESS THAN 2 INCHES (51 MM) OF WASHED GRAVEL OR CRUSHED ROCK NOT LESS THAN ONE SIEVE SIZE LARGER THAN THE TILE JOINT OPENING OR PERFORATION AND COVERED WITH NOT LESS THAN 61NCHES (152 MM) OF THE SAME MATERIAL. EXCEPTION: A DRAINAGE SYSTEM IS NOT REQUIRED WHERE THE FOUNDATION IS INSTALLED ON WELL -DRAINED GROUND OR SAND -GRAVEL MIXTURE SOILS ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM, GROUP I SOILS, AS DETAILED IN TABLE R405.1. SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE FINISHED GRADE TO THE HIGHER OF THE TOP OF THE FOOTING OR 6 INCHES (152 MM) BELOW THE TOP OF THE BASEMENT FLOOR. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8-INCH (9.5 MM) PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: I. BITUMINOUS COATING. 2. THREE POUNDS PER SQUARE YARD (1.63 KG/M2) OF ACRYLIC MODIFIED CEMENT. 3. ONE -EIGHTH -INCH (3.2 MM) COAT OF SURFACE -BONDING CEMENT COMPLYING WITH ASTM C887. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. SECTION R407 COLUMNS R407.1 WOOD COLUMN PROTECTION WOOD COLUMNS SHALL BE PROTECTED AGAINST DECAY AS SET FORTH IN SECTION R317. R407.2 STEEL COLUMN PROTECTION. ALL SURFACES (INSIDE AND OUTSIDE) OF STEEL COLUMNS SHALL BE GIVEN A SHOP COAT OF RUST -INHIBITIVE PAINT, EXCEPT FOR CORROSION -RESISTANT STEEL AND STEEL TREATED WITH COATINGS TO PROVIDE CORROSION RESISTANCE. R407.3 STRUCTURAL REQUIREMENTS. THE COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE BOTTOM END. WOOD COLUMNS SHALL BE NOT LESS IN NOMINAL SIZE THAN 4 INCHES BY 4 INCHES (102 MM BY 102 MM). STEEL COLUMNS SHALL BE NOT LESS THAN 3-INCH-DIAMETER (76 MM) SCHEDULE 40 PIPE MANUFACTURED IN ACCORDANCE WITH ASTM A 53 GRADE B OR APPROVD1 EQUIVALENT. EXCEPTION: IN SEISMIC DESIGN CATEGORIES A, B AND C, COLUMNS NOT MORE THAN 48 INCHES (1219 MM) IN HEIGHT ON A PIER OR FOOTING ARE EXEMPT FROM THE BOTTOM END LATERAL DISPLACEMENT REQUIREMENT WITHIN UNDER -FLOOR AREAS ENCLOSED BY A CONTINUOUS FOUNDATION. SECTION R408 UNDER -FLOOR SPACE R408.1 MOISTURE CONTROL. THE UNDER -FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT) SHALL COMPLY WITH SECTION R408.2 OR R408.3. R408.2 OPENINGS FOR UNDER -FLOOR VENTILATION. VENTILATION OPENINGS THROUGH FOUNDATION OR EXTERIOR WALLS SURROUNDING THE UNDER -FLOOR SPACE SHALL BE PROVIDED IN ACCORDANCE WITH THIS SECTION, THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN I SQUARE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 M2) OF UNDER -FLOOR AREA. ONE VENTILATION OPENING SHALL BE WITHIN 3 FEET (915 MM) OF EACH EXTERNAL CORNER OF THE UNDER -FLOOR SPACE. VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH ANY OF THE FOLiCIWIN(3 I'Mi, _"'ALS F- )ViEr'2 THAT T is 1 -1"6 DIMENSION OF THE COVERING SHALL NOT EXCEED ;14 INCH (b. MA , ANC )PERATION/ LOUVERS ARE PERMITTED: I. PERFOI.ATI SF. TT METAL PLA :S NOT LESS THAN 0.070 INCH (1.8 MM) THICK. _ F` PANDEI SHEET i�. -TAL PLAT 'NOT LESS THAN 0.047 INCH (1.2 MM) THICK. 3. CAST-IRON GRILL OR GRATING. 4. EXTRUDED LOAD -BEARING BRICK VENTS, 5. HARDWARE CLOTH OF 0.035 INCH (0.89 MM) WIRE OR HEAVIER. 6. CORROSION -RESISTANT WIRE MESH, WITH THE LEAST DIMENSION BEING 1/8 INCH (3.2 MM) THICK. EXCEPTIONS: 1. THE TOTAL AREA OF VENTILATION OPENINGS SHALL BE PERMITTED TO BE REDUCED TO 1/1,500 OF THE UNDER -FLOOR AREA WHERE THE GROUND SURFACE IS COVERED WITH AN APPROVED CLASS I VAPOR RETARDER MATERIAL. 2. WHERE THE GROUND SURFACE IS COVERED WITH AN APPROVED CLASS I VAPOR RETARDER MATERIAL, VENTILATION OPENINGS ARE NOT REQUIRED TO BE WITHIN 3 FEET (915 MM) OF EACH EXTERNAL CORNER OF THE UNDER -FLOOR SPACE PROVIDED THAT THE OPENINGS ARE PLACED TO PROVIDE CROSS VENTILATION OF THE SPACE. C REA TI VE O Since Precision & Grace 1611 1 16th Avenue Northeast Suite 224 Bellevue, Washington 98004 0 O 0 206-619-3995 creativecom fort 70gmail. com 0 d- O N � O V � o o o U U �I rn •zt lv Nt�O 0 rti � d- ^l L V v N V � O � w� cr, C4 bu N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 9 SU T W26/20#1 T l'.ITY OF EDMON S pro EVELOPMEN EPART D T Designer: Vernon May 3, 2024 Client: Mr. g Mrs. Hoff July 15, 2024 Design Issued: July 11, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sale property of , to a uvr ecnv cic i . No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from , R1: nu: raarcr, r. Version: I Sheet Number A-0.8 EXCERPTS OF THE 2021 International Residential Code: Part III CHAPTER 4 FOUNDATION, and CHAPTER 5 FLOORS (THESE I.R.C. EXCEPTS DOES NOT RELEASE YOU FROM YOUR RESPONSIBILITY OF THE I.R.C.) R408.3 UNVENTED CRAWL SPACE R502.1.1.1 PRESERVATIVE -TREATED LUMBER. R502.7 LATERAL RESTRAINT AT SUPPORTS. R502.11.2 Bracing. R504.2 SITE PREPARATION. FOR UNVENTED UNDER -FLOOR SPACES, THE FOLLOWING ITEMS SHALL BE PROVIDED: PRESERVATIVE TREATED DIMENSION LUMBER SHALL ALSO BE IDENTIFIED AS REQUIRED BY JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS BY FULL -DEPTH SOLID BLOCKING NOT TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN THE AREA WITHIN THE FOUNDATION WALLS SHALL HAVE ALL VEGETATION, TOPSOIL AND SECTION R317.2. LESS THAN 2 INCHES (51 MM) NOMINAL IN THICKNESS; OR BY ATTACHMENT TO A FULL -DEPTH ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR FOREIGN MATERIAL REMOVED, AND ANY FILL MATERIAL THAT IS ADDED SHALL BE FREE OF I. EXPOSED EARTH SHALL BE COVERED WITH A CONTINUOUS CLASS I VAPOR HEADER, BAND OR RIM JOIST, OR TO AN ADJOINING STUD OR SHALL BE OTHERWISE R502.1.1.2 END -JOINTED LUMBER. THE BUILDING AND ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS. IN THE ABSENCE OF VEGETATION AND FOREIGN MATERIAL. THE FILL SHALL BE COMPACTED TO ENSURE UNIFORM RETARDER. JOINTS OF THE VAPOR RETARDER SHALL OVERLAP BY 6 INCHES PROVIDED WITH LATERAL SUPPORT TO PREVENT ROTATION. SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH SUPPORT OF THE PRESSURE PRESERVATIVE -TREATED WOOD FLOOR SLEEPERS. (152 MM) AND SHALL BE SEALED OR TAPED. THE EDGES OF THE VAPOR APPROVED END -JOINTED LUMBER IDENTIFIED BY A GRADE MARK CONFORMING TO SECTION ACCEPTED INDUSTRY PRACTICES, SUCH AS THE SBCA BUILDING COMPONENT SAFETY RETARDER SHALL EXTEND NOT LESS THAN 6 INCHES (152 MM) UP THE STEM R502.1.1 SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITH SOLID -SAWN MEMBERS EXCEPTIONS: INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 9 BRACING OF R504.2.1 BASE. WALL AND SHALL BE ATTACHED AND SEALED TO THE STEM WALL OR OF THE SAME SPECIES AND GRADE. END -JOINTED LUMBER USED IN AN ASSEMBLY REQUIRED I. TRUSSES, STRUCTURAL COMPOSITE LUMBER, STRUCTURAL GLUED -LAMINATED METAL PLATE CONNECTED WOOD TRUSSES. A MINIMUM 4-INCH-THICK (102 MM) GRANULAR BASE OF GRAVEL HAVING A MAXIMUM SIZE INSULATION. ELSEWHERE IN THIS CODE TO HAVE A FIRE -RESISTANCE RATING SHALL HAVE THE DESIGNATION MEMBERS AND I -JOISTS SHALL BE SUPPORTED LATERALLY AS REQUIRED BY THE R502.11.3 ALTERATIONS TO TRUSSES. OF 3/4 INCH (19. I MM) OR CRUSHED STONE HAVING A MAXIMUM SIZE OF I/2 INCH (12.7 2. ONE OF THE FOLLOWING SHALL BE PROVIDED FOR THE UNDER -FLOOR SPACE: "HEAT RESISTANT ADHE\HICHSIVE" OR "HRA" INCLUDED IN ITS GRADE MARK. MANUFACTURER'S RECOMMENDATIONS. MM) SHALL BE PLACED OVER THE COMPACTED EARTH. 2.1. CONTINUOUSLY OPERATED MECHANICAL EXHAUST VENTILATION AT R502.1.2 PREFABRICATED WOOD I -JOISTS. TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, SPLICED OR OTHERWISE RATE EQUAL TO I CUBIC FOOT PER MINUTE (0.47 L/S) FOR EACH 50 2. IN SEISMIC DESIGN CATEGORIES DO, D I AND D2, LATERAL RESTRAINT SHALL ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. SQUARE FEET (4.7 M2) OF CRAWL SPACE FLOOR AREA, INCLUDING AN STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR PREFABRICATED WOOD I -JOISTS SHALL BE PROVIDED AT EACH INTERMEDIATE SUPPORT. ALTERATIONS RESULTING IN THE ADDITION OF LOAD THAT EXCEEDS THE DESIGN LOAD FOR R504.2.2 MOISTURE BARRIER. AIR PATHWAY TO THE COMMON AREA (SUCH AS A DUCT OR TRANSFER BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5055. THE TRUSS, SHALL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPABLE OF GRILLE), AND PERIMETER WALLS INSULATED IN ACCORDANCE WITH R502.7.1 BRIDGING. R502. 1.3 STRUCTURAL GLUED LAMINATED TIMBERS. SUPPORTING THE ADDITIONAL LOADING. POLYETHYLENE SHEETING OF MINIMUM 6-MIL (0.15 MM) THICKNESS SHALL BE PLACED OVER SECTION N 1102.2.10.1 OF THIS CODE. THE GRANULAR BASE. JOINTS SHALL BE LAPPED 61NCHES (152 MM) AND LEFT UNSEALED. THE 2.2. CONDITIONED AIR SUPPLY SIZED TO DELIVER AT A RATE EQUAL TO I GLUED LAMINATED TIMBERS SHALL BE MANUFACTURED AND IDENTIFIED AS REQUIRED IN JOISTS EXCEEDING A NOMINAL 2 INCHES BY 12 INCHES (51 MM BY 305 MM) SHALL BE R502.11.4 TRUSS DESIGN DRAWINGS. POLYETHYLENE MEMBRANE SHALL BE PLACED OVER THE PRESSURE PRESERVATIVE -TREATED CUBIC FOOT PER MINUTE (0.4 7 L/S) FOR EACH 50 SQUARE FEET (4.7 M2) ANSI/AITC A 190.1 AND ASTM D 3 73 7. SUPPORTED LATERALLY BY SOLID BLOCKING, DIAGONAL BRIDGING (WOOD OR METAL), OR A WOOD SLEEPERS AND SHALL NOT EXTEND BENEATH THE FOOTING PLATES OF THE EXTERIOR OF UNDER -FLOOR AREA, INCLUDING A RETURN AIR PATHWAY TO THE R502.1.4 STRUCTURAL LOG MEMBERS. CONTINUOUS I -INCH BY 3-INCH (25 MM BY 76 MM) STRIP NAILED ACROSS THE BOTTOM OF TRUSS DESIGN DRAWINGS, PREPARED IN COMPLIANCE WITH SECTION R502.11. 1, SHALL BE WALLS. COMMON AREA (SUCH AS A DUCT OR TRANSFER GRILLE), AND PERIMETER JOISTS PERPENDICULAR TO JOISTS AT INTERVALS NOT EXCEEDING 8 FEET (2438 MM). SUBMITTED TO THE BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS WALLS INSULATED IN ACCORDANCE WITH SECTION N 1102.2.10.1 OF THIS STRUCTURAL LOG MEMBERS SHALL COMPLY WITH THE PROVISIONS OF ICC 400. DESIGN DRAWINGS SHALL BE PROVIDED WITH THE SHIPMENT OF TRUSSES DELIVERED TO THE R504.3 MATERIALS. CODE. R50215 STRUCTURAL COMPOSITE LUMBEREXCEPTION: TRUSSES, STRUCTURAL COMPOSITE LUMBER, STRUCTURAL ... JOB SITE. TRUSS DESIGN DRAWINGS SHALL INCLUDE, AT MINIMUM, THE INFORMATION SPECIFIED AS FOLLOWS: FRAMING MATERIALS, INCLUDING SLEEPERS, JOISTS, BLOCKING AND PLYWOOD SUBFLOORING, 2.3. PLENUM IN EXISTING STRUCTURES COMPLYING WITH SECTION M 1601.5, GLUED -LAMINATED MEMBERS AND I -JOISTS SHALL BE SUPPORTED LATERALLY AS SHALL BE PRESSURE -PRESERVATIVE TREATED AND DRIED AFTER TREATMENT IN ACCORDANCE IF UNDER -FLOOR SPACE IS USED AS A PLENUM. STRUCTURAL CAPACITIES FOR STRUCTURAL COMPOSITE LUMBER SHALL BE ESTABLISHED AND REQUIRED BY THE MANUFACTURER'S RECOMMENDATIONS. I . SLOPE OR DEPTH, SPAN AND SPACING. WITH AWPA U I (COMMODITY SPECIFICATION A, SPECIAL REQUIREMENT 4.2), AND SHALL BEAR 2.4. DEHUMIDIFICATION SIZED IN ACCORDANCE WITH MANUFACTURER'S MONITORED IN ACCORDANCE WITH ASTM D 5456. 2. LOCATION OF ALL JOINTS. THE LABEL OF AN ACCREDITED AGENCY. SPECIFICATIONS. R502.1.6 CROSS -LAMINATED TIMBER. 3. REQUIRED BEARING WIDTHS. R408.4 ACCESS. FIGURE R502.8 CUTTING, NOTCHING AND DRILLING 4. DESIGN LOADS AS APPLICABLE: SECTION R506 CROSS -LAMINATED TIMBER SHALL BE MANUFACTURED AND IDENTIFIED AS REQUIRED BY 4.1. TOP CHORD LIVE LOAD. CONCRETE FLOORS (ON GROUND) ACCESS SHALL BE PROVIDED TO ALL UNDER -FLOC';, SPACES. ACCESS OPENINGS THROUGH THE ANSI/APA PRG 320. STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED OR NOTCHED IN 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. R506.1 GENERAL. FLOOR SHALL BE NOT SMALLER THAN 18 INCHF - BY 24 INCHES (457 MM RY F 10 MM). rnic�nir_ n� n n �n EXCESS OF THE LIMTTA , SPECii 'rD IN THI SECT""' rE Flru�.� R. 02. I . , �, ,..., ,,,rE LD ►X/OOD A I t BOARD. TIO, ; � '_ � O . �,_ ' '�^ -;02.8 4. r. BOTTOM CHORD DEAD LOAD. OPENINGS THROUGH A PERIMETER WALL SHAI BE NOT LESS THAN 161� 'HES 1 24 INC[ :S (407 MM BY 610 MM). WHERE ANY PORTION F THE THROUGH -WALL k EESS I BELOW( ;ADE, INk NEERED Wl JD RIM OARL . SHAL►_ CON ORM TO ANSI/APA PRR 410 OR SHALL BE 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. CONCRETE SLAB -ON -GROUND FLOORS SHALL BE DESIGNED AND CONSTRUCTED IN AN AREAWAY NOT LESS THAN 16 INCHES BY � INCHES (407 MM BY 61( ��" SHALL BE L �,; IATED IN �CORDf JCE W► 4 A.'' FM D ' ) il. S tRUCTURAL CAPACITIES SHALL BE IN � 4.6. CONTROLLING WIND AND EARTHQUAKE LOADS. ACCORDANCE WITH THE PROVISIONS OF THIS SECTION OR ACI 332. FLOORS SHALL BE A MINIMUM 3 I/2 INCHES (89 MM) THICK (FOR EXPANSIVE SOILS, SEE SECTION R403. I.8). THE PROVIDED. THE BOTTOM OF THE AREAWAY Sh. ' BE BELOW THE THREE IOLG IF THE A( �ESS ' <'.ATED ')OOR ACCe RDANCE fITH AN.' iAPA PR 410 OR E FABLISHED IN ACCORDANCE WITH ASTM D 7672. - - � - - 'ARDS 5. 5.ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SHALL BE AS SET FORTH IN SECTION R402.2. OPENING. THROUGH WALL ACCESS OPENINGS S►,, NOT BE I INDER , D THE RIM 6 C INFORM JG TO A� A/APA PF 410 SHALL BE MARKED IN ACCORDANCE WITH _ L/3 _ L /3 RESIDENCE. SEE SECTION M 1305.1.3 FOR ACCESS REQUIREMENTS WHERE MECHANICAL THAT STANDARD. � 6. 6.EACH REACTION FORCE AND DIRECTION. R506.2 SITE PREPARATION. EQUIPMENT IS LOCATED UNDER FLOORS. D/3 MAX 7. 7.JOINT CONNECTOR TYPE AND DESCRIPTION, SUCH AS SIZE, THICKNESS OR R502.2 DESIGN AND CONSTRUCTION. i GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR THE AREA WITHIN THE FOUNDATION WALLS SHALL HAVE ALL VEGETATION, TOP SOIL AND R408.5 REMOVAL OF DEBRIS. NO NOTCHING FLOORS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF PERMITTED D/3 MAX p EXCEPT WHERE SYMMETRICALLY LOCATED RELATIVE TO THE JOINT INTERFACE. FOREIGN MATERIAL REMOVED. THIS CHAPTER, FIGURE R502.2 AND SECTIONS R317 AND R318 OR IN ACCORDANCE WITH S. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. THE UNDER -FLOOR GRADE SHALL BE CLEANED OF ALL VEGETATION AND ORGANIC MATERIAL. ANSI AWC NOS. x 9. 9.CONNECTION REQUIREMENTS FOR: R506.2.1 F111. ALL WOOD FORMS USED FOR PLACING CONCRETE SHALL BE REMOVED BEFORE A BUILDING IS ¢ x 9. I. TRUSS -TO -GIRDER -TRUSS. OCCUPIED OR USED FOR ANY PURPOSE. ALL CONSTRUCTION MATERIALS SHALL BE REMOVED R502.2.1 FRAMING AT BRACED WALL LINES. C° 9.2. TRUSS PLY -TO -PLY. FILL MATERIAL SHALL BE FREE OF VEGETATION AND FOREIGN MATERIAL. THE FILL SHALL BE BEFORE A BUILDING IS OCCUPIED OR USED FOR ANY PURPOSE. 0 9.3. FIELD SPLICES. COMPACTED TO ENSURE UNIFORM SUPPORT OF THE SLAB, AND EXCEPT WHERE APPROVED, A LOAD PATH FOR LATERAL FORCES SHALL BE PROVIDED BETWEEN FLOOR FRAMING AND FLOOR JOIST - CENTER CUTS 10. I O.CALCULATED DEFLECTION RATIO, MAXIMUM DESCRIPTION FOR LIVE AND THE FILL DEPTHS SHALL NOT EXCEED 24 INCHES (6 10 MM) FOR CLEAN SAND OR GRAVEL AND R408.6 FINISHED GRADE. BRACED WALL PANELS LOCATED ABOVE OR BELOW A FLOOR, AS SPECIFIED IN SECTION TOTAL LOAD, OR BOTH. 8 INCHES (203 MM) FOR EARTH. R602.10. S. I I . I I.MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS TO THE FINISHED GRADE OF UNDER -FLOOR SURFACE SHALL BE PERMITTED TO BE LOCATED AT THE ENABLE THE BUILDING DESIGNER TO DESIGN THE SIZE, CONNECTIONS AND R506.2.2 BASE. BOTTOM OF THE FOOTINGS; HOWEVER, WHERE THERE IS EVIDENCE THAT THE GROUNDWATER R502.2.2 BLOCKING AND SUBFLOORING. �� o ANCHORAGE OF THE PERMANENT CONTINUOUS LATERAL BRACING. FORCES A 4-INCH-THICK (102 MM) BASE COURSE CONSISTING OF CLEAN GRADED SAND, GRAVEL, TABLE CAN RISE TO WITHIN 61NCHES (152 MM) OF THE FINISHED FLOOR AT THE BUILDING PERIMETER OR WHERE THERE IS EVIDENCE THAT THE SURFACE WATER DOES NOT READILY BLOCKING FOR FASTENING PANEL EDGES OR FIXTURES SHALL BE A MINIMUM OF UTILITY SHALL BE SHOWN ON THE TRUSS DRAWING OR ON SUPPLEMENTAL CRUSHED STONE, CRUSHED CONCRETE OR CRUSHED BLAST -FURNACE SLAG PASSING A 2-INCH DRAIN FROM THE BUILDING SITE, THE GRADE IN THE UNDER FLOOR SPACE SHALL BE AS HIGH GRADE LUMBER. SUBFLOORING SHALL BE A MINIMUM OF UTILITY GRADE LUMBER OR NO. 4 ,� ,� DOCUMENTS. (5 I MM) SIEVE SHALL BE PLACED ON THE PREPARED SUBGRADE WHERE THE SLAB IS BELOW AS THE OUTSIDE FINISHED GRADE, UNLESS AN APPROVED DRAINAGE SYSTEM IS PROVIDED. COMMON GRADE BOARDS. FIREBLOCKING SHALL BE OF ANY GRADE LUMBER. 12. 12.REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATION. GRADE. R502.3 ALLOWABLE JOIST SPANS. o R502.12 DRAFTSTOPPING REQUIRED. EXCEPTION: A BASE COURSE IS NOT REQUIRED WHERE THE SLAB IS RETE R408. 7 FLOOD RESISTANCE. FLOOR JOIST - END CUTS INSTALLED ON WELL RAINED OR SAND -GRAVEL MIXTURE SOI SCCLASSIFIED AS GROUP SPANS FOR FLOOR JOISTS SHALL BE IN ACCORDANCE WITH TABLES R502.3.1(1) AND DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. 1 ACCORDING TO THE UNITED SOIL CLASSIFICATION SYSTEM IN ACCORDANCE WITH FOR BUILDINGS LOCATED IN FLOOD HAZARD AREAS AS ESTABLISHED IN TABLE R301.2: R502.3.1(2). FOR OTHER GRADES AND SPECIES AND FOR OTHER LOADING TABLE R405.1. I. WALLS ENCLOSING THE UNDER -FLOOR SPACE SHALL BE PROVIDED WITH FLOOD CONDITIONS, REFER TO THE AWC STJR. MAX D FROM R502.13 FIREBLOCKING REQUIRED OPENINGS IN ACCORDANCE WITH SECTION R322.2.2. I SLEF,rI••IVCi Hn'AS AND ATTIC JOISTSSUPPORT R502.3. . . FIREBLOCKING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.11. R506.2.3 VAPOR RETARDER. 2. THE FINISHED GROUND LEVEL OF THE UNDER -FLOOR SPACE SHALL BE EQUAL TO OR HIGHER THAN THE OUTSIDE FINISHED GROUND LEVEL ON AT LEAST ONE SIDE. TABLE R502.3. (1) SHALL BE USED TO DETERMINE THE MAXIMUM ALLOWABLE SPAN OF FLOOR_ �� 'zECT► _)N A MINIMUM 10-MIL (0.010 INCH; 0.254 MM) VAPOR RETARDER CONFORMING TO ASTM EI 745 EXCEPTION: UNDER FLOOR SPACES THAT MEET THE REQUIREMENTS OF FEMA TB I I I. JOISTS THAT JPPORT SLEEPING AREAS ND A TICS THA ARE ACCESSED 'Y MEANS Of k FIXED o STAIRWAY I� CCORDANCE WITH SECT N R3 I.7 PRO DED THAT TH-- L SIGN LIVE 1 AD R50 F, 00� SHED, I SIN( CLASS A REQUIREMENTS WITH JOINTS LAPPED NOT LESS THAN 61NCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED R408.8 UNDER -FLOOR VAPOR RETARDER. DOES NOTE. EED 30 POUNDS PER SQ ,A"� SOOT (1.4� ;"A1,".ND TVE DL 'GN DEAD OAD x SUBGRADE WHERE A BASE COURSE DOES NOT EXIST. DOES NOT EN FD 20 POUNDS PER S6 IARE DOT (0.9i KPA). THE ALLOW, 'LE SPAN )F R.5C3.1 I;MB R � DEATH, VG. IN CLIMATE ZONES IA, 2A AND 3A BELOW THE WARM HUMID LINE, A CONTINUOUS CLASS I OR CEILING JOISTS . 'AT SUPPORT ° TTICS ISED F� - LIMITI ) STORAGE OR NO : -ORAGE 4ALL BE � EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: It VAPOR RETARDER SHALL BE PROVIDED ON THE EXPOSED FACE OF AIR -PERMEABLE INSULATION DETERMINED IN ACCORDANCE WITH SECTION R802.4. _ FLOOR JOIST - END CUTS MAXIMUM ALLOWAU'LE orANS FOR LLiI�t�FR USED A� � LOOR 5i ,Z-ATHING J, IALL CONFORM TO 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY INSTALLED BETWEEN THE FLOOR JOISTS AND EXPOSED TO THE GRADE IN THE UNDER -FLOOR R502.3.2 OTHER FLOOR JOISTS. TABLES R503. I, R503.2.1.1(1) AND R503.2.1.1(2). STRUCTURES. SPACE. THE VAPOR RETARDER SHALL HAVE A MAXIMUM WATER VAPOR PERMEANCE OF 1.5 D/3 MAX. R5O3. I I END JOINTS. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 PERMS WHEN TESTED IN ACCORDANCE WITH PROCEDURE B OF ASTM E96. TABLE R502.3. I (2) SHALL BE USED TO DETERMINE THE MAXIMUM ALLOWABLE SPAN OF FLOOR . SQUARE FEET (6.5 M2) AND CARPORTS. EXCEPTION:THE VAPOR RETARDER SHALL NOT BE REQUIRED IN UNVENTED CRAWL JOISTS THAT SUPPORT OTHER AREAS OF THE BUILDING, OTHER THAN SLEEPING ROOMS AND END JOINTS IN LUMBER USED AS SUBFLOORING SHALL OCCUR OVER SUPPORTS UNLESS 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED PATIOS A LATER DATE. SPACES CONSTRUCTED IN ACCORDANCE WITH SECTION R408.3. ATTICS, PROVIDED THAT THE DESIGN LIVE LOAD DOES NOT EXCEED 40 POUNDS PER SQUARE 2 IN. MIN. FROM TOP END -MATCHED LUMBER IS USED, IN WHICH CASE EACH PIECE SHALL BEAR ON NOT LESS THAN 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE FOOT (1.92 KPA) AND THE DESIGN DEAD LOAD DOES NOT EXCEED 20 POUNDS PER SQUARE AND BOTTOM OF JOIST PIPE OR CONDUIT TWO JOISTS. SUBFLOORING SHALL BE PERMITTED TO BE OMITTED WHERE JOIST SPACING CONDITIONS. FOOT (0.96 KPA). DOES NOT EXCEED 16 INCHES (406 MM) AND A I INCH (25 MM) NOMINAL CHAPTER 5 FLOORS For St; I inch = 25.4 mm. D (ACTUAL DEPTH) TONGUE -AND -GROOVE WOOD STRIP FLOORING IS APPLIED PERPENDICULAR TO THE JOISTS. R506.2.4 REINFORCEMENT SUPPORT. R502.3.3 FLOOR CANTILEVERS. SECTION R501 FLOOR CANTILEVER SPANS SHALL NOT EXCEED THE NOMINAL DEPTH OF THE WOOD R502.8.1 SAWN LUMBER. R503.2.1 IDENTIFICATION AND GRADE. WHERE PROVIDED IN SLABS -ON -GROUND, REINFORCEMENT SHALL BE SUPPORTED TO REMAIN FLOOR JOIST. FLOOR CANTILEVERS CONSTRUCTED IN ACCORDANCE WITH TABLE IN PLACE FROM THE CENTER TO UPPER ONE-THIRD OF THE SLAB FOR THE DURATION OF THE GENERAL R502.3.3(1) SHALL BE PERMITTED WHERE SUPPORTING A LIGHT -FRAME BEARING NOTCHES IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL NOT EXCEED ONE -SIXTH OF WOOD STRUCTURAL PANEL SHEATHING USED FOR STRUCTURAL PURPOSES SHALL CONFORM CONCRETE PLACEMENT. WALL AND ROOF ONLY, FLOOR CANTILEVERS SUPPORTING AN EXTERIOR BALCONY THE DEPTH OF THE MEMBER, SHALL NOT BE LONGER THAN ONE-THIRD OF THE DEPTH OF THE TO CSA 0325, CSA 0437 DOC PS 1 OR DOC PS 2. PANELS SHALL BE IDENTIFIED FOR GRADE, R501.1 APPLICATION. ARE PERMITTED TO BE CONSTRUCTED IN ACCORDANCE WITH TABLE R502.3.3(2). MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. NOTCHES AT BOND CLASSIFICATION AND PERFORMANCE CATEGORY BY A GRADE MARK OR CERTIFICATE SECTION R507 EXTERIOR DECKS THE ENDS OF THE MEMBER SHALL NOT EXCEED ONE-FOURTH THE DEPTH OF THE MEMBER. THE L INSPECTION ISSUED BY AN APPROVED AGENCY. THE PERFORMANCE CATEGORY VALUE SHALL THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE DESIGN AND CONSTRUCTION OF THE R502.4 JOISTS UNDER BEARING PARTITIONS. TENSION SIDE OF MEMBERS 41NCHES (102 MM) OR GREATER IN NOMINAL THICKNESS SHALL BE USED AS THE "NOMINAL PANEL THICKNESS" OR "PANEL THICKNESS" WHEREVER R507.1 DECKS FLOORS FOR BUILDINGS, INCLUDING THE FLOORS OF ATTIC SPACES USED TO HOUSE NOT BE NOTCHED EXCEPT AT THE ENDS OF THE MEMBERS. THE DIAMETER OF HOLES BORED REFERENCED IN THIS CODE. MECHANICAL OR PLUMBING FIXTURES AND EQUIPMENT. JOISTS UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE OR CUT INTO MEMBERS SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE MEMBER. HOLES WOOD -FRAMED DECKS SHALL BE IN ACCORDANCE WITH THIS SECTION. DECKS SHALL BE R501.2 REQUIREMENTS. LOAD. DOUBLE JOISTS, SIZED TO ADEQUATELY SUPPORT THE LOAD, THAT ARE SEPARATED TO SHALL NOT BE CLOSER THAN 2 INCHES (5 I MM) TO THE TOP OR BOTTOM OF THE MEMBER, R503.2. 1.1 SUBFLOOR AND COMBINED SUBFLOOR UNDERLAYMENT. DESIGNED FOR THE LIVE LOAD REQUIRED IN SECTION R301.5 OR THE GROUND SNOW LOAD PERMIT THE INSTALLATION OF PIPING OR VENTS SHALL BE FULL -DEPTH SOLID BLOCKED WITH OR TO ANY OTHER HOLE LOCATED IN THE MEMBER. WHERE THE MEMBER IS NOTCHED, THE WHERE USED AS SUBFLOORING OR COMBINATION SUBFLOOR UNDERLAYMENT, WOOD INDICATED IN TABLE R301.2, WHICHEVER IS GREATER. FOR DECKS USING MATERIALS AND FLOOR CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS IN LUMBER NOT LESS THAN 2 INCHES (51 MM) IN NOMINAL THICKNESS SPACED NOT MORE THAN HOLE SHALL NOT BE CLOSER THAN 2 INCHES 51 MM TO THE NOTCH. ( ) STRUCTURAL PANELS SHALL BE ONE THE GRADES SPECIFIED IN TABLE I. I(I). CONDITIONS NOT PRESCRIBED IN THIS SECTION, REFER TO SECTION R301. ACCORDANCE WITH SECTION R301 AND OF TRANSMITTING THE RESULTING LOADS TO THE 4 FEET (1219 MM) ON CENTER. BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE WHERE SANDED PLYWOOD IS USED AS COMBINATION MENT,. USED O OR UNDERLAYMENT, THE R507.2 MATERIALS. SUPPORTING STRUCTURAL ELEMENTS OFFSET FROM SUPPORTING GIRDERS, WALLS OR PARTITIONS MORE THAN THE JOIST DEPTH R502. 8.2 ENGINEERED WOOD PRODUCTS. GRADE, BOND CLASSIFICATION, AND PERFORMANCE CATEGORY SHALL BE AS SPECIFIED IN CATEGSUBFLORY UNLESS SUCH JOISTS ARE OF SUFFICIENT SIZE TO CARRY THE ADDITIONAL LOAD. _'TS, NOTCHES AND HOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE LUMBER, TABLE R503.2.1.1(2). MATERIALS USED FOR THE CONSTRUCTION OF DECKS SHALL COMPLY WITH THIS SECTION. SECTION R502 R502.5 ALLOWABLE GIRDER AND HEADER SPANS. STRUCTURAL GLUE -LAMINATED MEMBERS, CROSS -LAMINATED TIMBER MEMBERS OR I -JOISTS SECTION R504 R507.2.1 WOOD MATERIALS. WOOD FLOOR FRAMING ARE PROHIRITFD EXCEPT WHFRF PERMITTED BY THE MANI IFACTI IRFR's RECOMMENDATIONS THE ALLOWABLE SPANS OF GIRDERS AND HEADERS FABRICATED OF DIMENSION LUMBER HALL OR WHERE' fE EFL CTS OF S CH AL►ERATIC' S ARE SPECIE -ALLY C NSIL 'RED IN TAE C SIGN PRESSURE PRESERVATIVE-TF :ATED WOOD FLOURS (O►,, iRO, 'ND) WOOD M'iFERIALS . 'ALL - NO. I GRADE OR ETTER LUMBER, PRESERVATIVE -TREATED IN R501.1 APPLICATION. NOT EXCEED THE VALUES SET FORTH IN TABLES R602, 7(I), R602.7(2) AND R602. 7(3). OF THE ME, BER P, A REGIS :RED DESIGN '-Rk rESSIONAL. � ACCORDANCE WITH. -CT )N R3 7, OR APPRC IED, NATURALLY DURABLE LUMBER, AND R502.6 BEARING. R504. I GENERAL. i cKi✓11' =PROTECTED ' ✓HI :E K-QUIRED IN AC( )RDANCE WITH SECTION R318. WHERE DESIGN THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE DESIGN AND CONSTRUCTION OF THE R502.9 AS). NING. PRESSURE PRESERVATIVE -TREATED WOc BASEMENT FLOORS A, � FLOORS ;)N CIROUN ` SHALI IN ACC `RDANCE WITH SI 7101 R301 IS PRO' DED, WOOD STRUCTURAL MEMBERS SHALL BE 'FACTOR FLOORS FOR BUILDINGS, INCLUDING THE FLOORS OF ATTIC SPACES USED TO HOUSE THE ENDS OF EACH JOIST, BEAM OR GIRDER SHALL HAVE NOT LESS THAN 11/2 INCHES (38 Mt..; FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE R602.3 I WHERE POSTS () „� �E, , , ,. BE DESIGNED TO WITHSTAND AXIAL FORCr� ,'...' NUING MOML,. ,-.: A-6ULTING FROM , T-C FINED IN AWC NDS. CUTS, NOTCHES AND DESIGNL. ISING , dE Wf SERVIc MECHANICAL OR PLUMBING FIXTURES AND EQUIPMENT. OF BEARING ON WOOD OR METAL, HAVE NOT LESS THAN 3 INCHES OF BEARING (76 MM) ON . MASONRY OR CONCRETE OR BE SUPPORTED BY APPROVED JOIST HANGERS. ALTERNATIVELY, AND BEAM OR GIRDER CONSTRUCTION IS USED TO SUPPORT FLOOR FRAMING, POSITIVE LATERAL SOIL PRESSURES AT THE BASE OF THE EXTERIOR WALLS AND FLOOR LIVE AND DEAD DRILLED HOLES OF PRESERVATIVE -TREATED WOOD MEMBERS SHALL BE TREATED IN ACCORDANCE WITH SECTION R3 17. 1. I .ALL PRESERVATIVE -TREATED WOOD PRODUCTS IN R501.2 REQUIREMENTS. THE ENDS OF JOISTS SHALL BE SUPPORTED ON A I -INCH BY 4-INCH (25 MM BY 102 MM) CONNECTIONS SHALL BE PROVIDED TO ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT. LOADS. FLOOR FRAMING SHALL BE DESIGNED TO MEET JOIST DEFLECTION REQUIREMENTS IN CONTACT WITH THE GROUND SHALL BE LABELED FOR SUCH USAGE. ACCORDANCE WITH SECTION R301. FLOOR CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS IN RIBBON STRIP AND SHALL BE NAILED TO THE ADJACENT STUD. THE BEARING ON MASONRY OR R502I 0 FRAMING OF OPENINGS CONCRETE SHALL BE DIRECT, OR A SILL PLATE OF 2-INCH-MINIMUM (51 MM) NOMINAL . . R507.2.1.1 ENGINEERED WOOD PRODUCTS. R504.1. I UNBALANCED SOIL LOADS. ACCORDANCE WITH SECTION R301 AND OF TRANSMITTING THE RESULTING LOADS TO THE THICKNESS SHALL BE PROVIDED UNDER THE JOIST, BEAM OR GIRDER. THE SILL PLATE SHALL OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH HEADER AND TRIMMER JOISTS. WHERE ENGINEERED WOOD PRODUCTS SHALL BE IN ACCORDANCE WITH SECTION R502. SUPPORTING STRUCTURAL ELEMENTS PROVIDE A MINIMUM NOMINAL BEARING AREA OF 48 SQUARE INCHES (30 865 MM 2). THE HEADER JOIST SPAN DOES NOT EXCEED 4 FEET (1219 MM), THE HEADER JOIST SHALL BE UNLESS SPECIAL PROVISION IS MADE TO RESIST SLIDING CAUSED BY UNBALANCED LATERAL SECTION R502 R502.6. I FLOOR SYSTEMS. A SINGLE MEMBER THE SAME SIZE AS THE FLOOR JOIST. SINGLE TRIMMER JOISTS SHALL BE SOIL LOADS, WOOD BASEMENT FLOORS SHALL BE LIMITED TO APPLICATIONS WHERE THE USED TO CARRY A SINGLE HEADER JOIST THAT IS LOCATED WITHIN 3 FEET (914 MM) OF THE DIFFERENTIAL DEPTH OF FILL ON OPPOSITE EXTERIOR FOUNDATION WALLS IS 2 FEET (6 10 WOOD FLOOR FRAMING JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP NOT LESS THAN TRIMMER JOIST BEARING, WHERE THE HEADER JOIST SPAN EXCEEDS 4 FEET (1219 MM), THE MM) OR LESS. R502.1 GENERAL. 3 INCHES (76 MM) AND SHALL BE NAILED TOGETHER WITH A MINIMUM THREE IOD FACE TRIMMER JOISTS AND THE HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS NAILS. A WOOD OR METAL SPLICE WITH STRENGTH EQUAL TO OR GREATER THAN THAT SECTION TO SUPPORT THE FLOOR JOISTS FRAMING INTO THE HEADER. R504. 1.2 CONSTRUCTION. WOOD AND WOOD -BASED PRODUCTS USED FOR LOAD -SUPPORTING PURPOSES SHALL PROVIDED BY THE NAILED LAP IS PERMITTED. JOISTS IN WOOD BASEMENT FLOORS SHALL BEAR TIGHTLY AGAINST THE NARROW FACE OF CONFORM TO THE APPLICABLE PROVISIONS OF THIS SECTION. R502.11 WOOD TRUSSES. STUDS IN THE FOUNDATION WALL OR DIRECTLY AGAINST A BAND JOIST THAT BEARS ON THE R502.1.1 SAWN LUMBER. R502.6.2 JOIST FRAMING. STUDS. PLYWOOD SUBFLOOR SHALL BE CONTINUOUS OVER LAPPED JOISTS OR OVER BUTT R502.11.1 DESIGN JOINTS BETWEEN IN -LINE JOISTS. SUFFICIENT BLOCKING SHALL BE PROVIDED BETWEEN JOISTS SAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED LUMBER GRADING JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH APPROVED ENGINEERING TO TRANSFER LATERAL FORCES AT THE BASE OF THE END WALLS INTO THE FLOOR SYSTEM. OR INSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY ACCREDITATION BODY FRAMING ANCHORS OR ON LEDGER STRIPS NOT LESS THAN NOMINAL 2 INCHES BY 2 INCHES (51 MM BY 51 MM) PRACTICE. THE DESIGN AND MANUFACTURE OF METAL -PLATE -CONNECTED WOOD TRUSSES R504.1.3 UPLIFT AND BUCKLING THAT COMPLIES WITH DOC PS 20. IN LIEU OF A GRADE MARK, A CERTIFICATE OF INSPECTION SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DE REPARED BY A ISSUED BY A LUMBER GRADING OR INSPECTION AGENCY MEETING THE REQUIREMENTS OF THIS HE JURISDICTION REGISTERED DESIGN PROFESSIONAL WHERE RE IRE�B`As►ifE iT TES1q] WHERE REQUIRED, RESISTANCE TO UPLIFT OR RESTRAINT AGAINST BUCKLING SHALL BE SECTION SHALL BE ACCEPTED IN WHICH THE PROJECT IS TO BE CONSTRUCTE IN ,�dl►�A�F2V�Pl9NTION R 106.1. PROVIDED BY INTERIOR BEARING WALLS OR PROPERLY DESIGNED STUB WALLS ANCHORED IN THE SUPPORTING SOIL BELOW. Since 1983 Precision & Grace 1611 116th Avenue Northeast Suite 224 Bellevue, Washington 98004 O O O 206-619-3995 creativecomfort 7@gmail. com 0 �r O rV V Ozt .0 U U � a- rA O � v N z O p� V � O wCie N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 Y9 T BMW/20 4 CITY OF EDMON Proj94q&M E NT ART EN Designer: Vernon May 3, 2024 Client: Mr. 6 Mrs. Hoff July 15, 2024 Design Issued: July 11, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of cats I A I , Bonn eit i . No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from I:ai n uvi (-Wei_ Version: I Sheet Number A-0.9 EXCERPTS OF THE 2021 International Residential Code: Part III CHAPTER 5 FLOORS and CHAPTER 6 WALLS (THESE I.R.C. EXCEPTS DOES NOT RELEASE YOU FROM YOUR RESPONSIBILITY OF THE I.R.C.) R507.2.2 PLASTIC COMPOSITE DECK BOARDS, STAIR TREADS, R507.2.2.3 DECAY RESISTANCE. R507.9.1.2 BAND JOIST DETAILS. R602.1.6 CROSS -LAMINATED TIMBER. R602.3.5 BRACED WALL PANEL UPLIFT LOAD PATH. GUARDS OR HANDRAILS. PLASTIC COMPOSITE DECK BOARDS, STAIR TREADS, GUARDS AND HANDRAILS CONTAINING BAND JOISTS SUPPORTING A LEDGER SHALL BE A MINIMUM 2-INCH-NOMINAL (51 MM), CROSS -LAMINATED TIMBER SHALL BE MANUFACTURED AND IDENTIFIED AS REQUIRED BY ANSI/APA PRG 320. BRACED WALL PANELS LOCATED AT EXTERIOR WALLS THAT SUPPORT ROOF RAFTERS OR WOOD, CELLULOSIC OR OTHER BIODEGRADABLE MATERIALS SHALL BE DECAY RESISTANT IN SOLID -SAWN, SPRUCE -PINE -FIR OR BETTER LUMBER OR A MINIMUM I -INCH 25 MM NOMINAL PLASTIC COMPOSITE EXTERIOR DECK BOARDS, STAIR TREADS, GUARDS AND HANDRAILS SHALL ( ) TRUSSES INCLUDING STORIES BELOW TOP STORY) SHALL HAVE THE FRAMING MEMBERS ( ACCORDANCE WITH ASTM D7032. COMPLY WITH THE REQUIREMENTS OF ASTM D7032 AND THIS SECTION. ENGINEERED WOOD RIM BOARDS IN ACCORDANCE WITH SECTION R502.1.7. BAND JOISTS R602.1.7 ENGINEERED WOOD RIM BOARD. CONNECTED IN ACCORDANCE WITH ONE OF THE FOLLOWING: R507.2.2.4 TERMITE RESISTANCE. SHALL BEAR FULLY ON THE PRIMARY STRUCTURE CAPABLE OF SUPPORTING ALL REQUIRED R507.2.2.1 LABELING. LOADS. ENGINEERED WOOD RIM BOARDS SHALL CONFORM TO ANSI/APA PRR 410 OR SHALL BE I. FASTENING IN ACCORDANCE WITH TABLE R602.3(I) WHERE: WHERE REQUIRED BY SECTION 3 18, PLASTIC COMPOSITE DECK BOARDS, STAIR TREADS, EVALUATED IN ACCORDANCE WITH ASTM D 7672. STRUCTURAL CAPACITIES SHALL BE IN 1.1. THE ULTIMATE DESIGN WIND SPEED DOES NOT EXCEED 115 MPH (51 MIS), PLASTIC COMPOSITE DECK BOARDS AND STAIR TREADS, OR THEIR PACKAGING, SHALL BEAR A GUARDS AND HANDRAILS CONTAINING WOOD, CELLULOSIC OR OTHER BIODEGRADABLE R507.9.1.3 LEDGER TO BAND JOIST DETAILS. ACCORDANCE WITH EITHER ANSI/APA PRR 410 OR ESTABLISHED IN ACCORDANCE WITH ASTM D THE WIND EXPOSURE CATEGORY IS 8, THE ROOF PITCH IS 5:12 OR GREATER, LABEL THAT INDICATES COMPLIANCE WITH ASTM D7032 AND INCLUDES THE ALLOWABLE MATERIALS SHALL BE TERMITE RESISTANT IN ACCORDANCE WITH ASTM 07032. 7672. RIM BOARDS CONFORMING TO ANSI/APA PRR 410 SHALL BE MARKED IN ACCORDANCE AND THE ROOF SPAN IS 32 FEET (9754 MM) OR LESS. LOAD AND MAXIMUM ALLOWABLE SPAN DETERMINED IN ACCORDANCE WITH ASTM D7032. FASTENERS USED IN DECK LEDGER CONNECTIONS IN ACCORDANCE WITH TABLE R507.9.1.3(1) WITH THAT STANDARD. 1.2. THE NET UPLIFT VALUE AT THE TOP OF A WALL DOES NOT EXCEED 100 PLF PLASTIC OR COMPOSITE HANDRAILS AND GUARDS, OR THEIR PACKAGING, SHALL BEAR A R507.2.2.5 INSTALLATION OF PLASTIC COMPOSITES. SHALL BE HOT -DIPPED GALVANIZED OR STAINLESS STEEL AND SHALL BE INSTALLED IN R602. 1.8 WOOD STRUCTURAL PANELS. (146 N/MM). THE NET UPLIFT VALUE SHALL BE DETERMINED IN LABEL THAT INDICATES COMPLIANCE WITH ASTM D7032 AND INCLUDES THE MAXIMUM ACCORDANCE WITH TABLE R507.9.1.3(2) AND FIGURES R507.9.1.3(1) AND R507.9.1.3(2). ACCORDANCE WITH SECTION R802. I I AND SHALL BE PERMITTED TO BE ALLOWABLE SPAN DETERMINED IN ACCORDANCE WITH ASTM D7032. PLASTIC COMPOSITE DECK BOARDS, STAIR TREADS, GUARDS AND HANDRAILS SHALL BE WOOD STRUCTURAL PANEL SHEATHING SHALL CONFORM TO DOC PS I, DOC PS 2 OR, WHEN REDUCED BY 60 PLF (86 N/MM) FOR EACH FULL WALL ABOVE. INSTALLED IN ACCORDANCE WITH THIS CODE AND THE MANUFACTURER'S INSTRUCTIONS. R507.9. 1.4 ALTERNATE LEDGER DETAILS. MANUFACTURED IN CANADA, CSA 0437 OR CSA 0325. PANELS SHALL BE IDENTIFIED FOR R50 7.2.2.2 FLAME SPREAD INDEX. GRADE, BOND CLASSIFICATION, AND PERFORMANCE CATEGORY BY A GRADE MARK OR 2. WHERE THE NET UPLIFT VALUE AT THE TOP OF A WALL EXCEEDS I00 PLF I D EA R50 7.2.3 FASTENERS AND CONNECTORS. ALTERNATE FRAMING CONFIGURATIONS SUPPORTING A LEDGER CONSTRUCTED TO MEET THE CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY. N/MM), INSTALLING APPROVED UPLIFT FRAMING CONNECTORS TO PROVIDE A PLASTIC COMPOSITE DECK BOARDS, STAIR TREADS, GUARDS, AND HANDRAILS SHALL EXHIBIT LOAD REQUIREMENTS OF SECTION R301.5 SHALL BE PERMITTED. CONTINUOUS LOAD PATH FROM THE TOP OF THE WALL TO THE FOUNDATION A FLAME SPREAD INDEX NOT EXCEEDING 200 WHEN TESTED IN ACCORDANCE WITH ASTM E84 METAL FASTENERS AND CONNECTORS USED FOR ALL DECKS SHALL BE IN ACCORDANCE WITH R602. 1.9 PARTICLEBOARD. OR TO A POINT WHERE THE UPLIFT FORCE IS 100 PLF (146 N/MM) OR LESS. THE OR UL 723 WITH THE TEST SPECIMEN REMAINING IN PLACE DURING THE TEST. SECTION R317.3 AND TABLE R507.2.3. R507.9.2 LATERAL CONNECTION. NET UPLIFT VALUE SHALL BE AS DETERMINED IN ITEM 1.2. EXCEPTION: PLASTIC COMPOSITES DETERMINED TO BE NONCOMBUSTIBLE. PARTICLEBOARD SHALL CONFORM TO ANSI A208.1. PARTICLEBOARD SHALL BE IDENTIFIED BY LATERAL LOADS SHALL BE TRANSFERRED TO THE GROUND OR TO A STRUCTURE CAPABLE OF THE GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY. 3. WALL SHEATHING AND FASTENERS DESIGNED TO RESIST COMBINED UPLIFT AND TRANSMITTING THEM TO THE GROUND. WHERE THE LATERAL LOAD CONNECTION IS R602. I I 0 FIBERBOARD. SHEAR FORCES IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. PROVIDED IN ACCORDANCE WITH FIGURE R507.9.2(1), HOLD-DOWN TENSION DEVICES SHALL . TABLE R507.2.3FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKSa, b BE INSTALLED IN NOT LESS THAN TWO LOCATIONS PER DECK, WITHIN 24 INCHES (6 10 MM) FIBERBOARD SHALL CONFORM TO ASTM C 208. FIBERBOARD SHEATHING, WHERE USED R602.4 INTERIOR LOAD -BEARING WALLS. OF EACH END OF THE DECK. EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN STRUCTUR\HICHALLY, SHALL BE IDENTIFIED BY AN APPROVED AGENCY AS CONFORMING TO ALTERNATE CAPACITY OF NOT LESS THAN 1,500 POUNDS (6672 N). WHERE THE LATERAL LOAD ASTM C 208. INTERIOR LOAD -BEARING WALLS SHALL BE CONSTRUCTED, FRAMED AND FIREBLOCKED AS ITEM MATERIAL MINIMUM FINISH/COATING CONNECTIONS ARE PROVIDED IN ACCORDANCE WITH FIGURE R507.9.2(2), THE HOLD-DOWN FINISH/COATINGe SPECIFIED FOR EXTERIOR WALLS. TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN FOUR LOCATIONS PER DECK, AND R602.2 GRADE. R602.5 INTERIOR NONBEARING WALLS. NAILS AND GLULAM RIVETS IN ACEAC"� DE�' :`'� SHALL HAVE AN ALLOWABLE STRESS DESIGN CAPACITY OF NOT LESS THAN 750 ACCORDANCE %TH ASTM F1667 HOT -DIPPED GALVANIZED PER ASTM A 153, STAINLESS STEEL, SILICON r'OUNDS (333L, N). STUDS SHALL BE A MINIMUM NO. 3, STANDARD OR STUD GRADE LUMBER. INTERIOR NONBEARING WALLS SHALL BE PERMITTED TO BE CONSTRUCTED WITH 2-INCH BY 3- CLASS D FOR 3/8-INCH DIAMETER AND LESS BRONZE OR COPPER EXCEPTION: BEARING STUDS NOT SUPPORTING FLOORS AND NON -BEARING STUDS INCH (5 I MM BY 76 MM) STUDS SPACED 24 INCHES (6 10 MM) ON CENTER OR, WHERE NOT R507.10 EXTERIC'R GUI,.'9S. SHALL BE PERMITTED TO BE UTILITY GRADE LUMBER, PROVIDED THE STUDS ARE PART OF A BRACED WALL LINE, 2-INCH BY 4- INCH (51 MM BY 102 MM) FLAT STUDS SPACED BOLTS c II ACCORDANCE WITH ASTI A307 F ►T-DIPPED GA'-V NIZED PER , ;TM A I " , CLA S C (CI ASS E =0R , I ' SPACED IN ACCORDANCE WITH TABLE R602.3(5). AT 16 INCHES (406 MM) ON CENTER. INTERIOR NONBEARING WALLS SHALL BE CAPPED WITH STAINLESS STEEL, SILICON GUARDS SHALL BE C )NSTRUCTED 1 D A IEE THE I&C 'IREA :":TS OF ;ECTIONS R30 .5 . `.'D d 4 ITS), ASTM A563 (NUTS AS-1. ' 8 INCH DIA�✓lt►t►+ 1ND LESS) )R MECI �NICAL G +LVANI =D NOT LESS THAN A SINGLE TOP PLATE. INTERIOR NONBEARING WALLS SHALL BE FIREBLOCKED LAG SCREWS BRONZE OR COPPER R312, AND THIS SEC 'ON. RE )2.3 DESIGN AND CONSTRUCTION. IN ACCORDANCE WITH SECTION R602.8. (INCLUDING NUTS AND WASHERS) F84-. "'DASHERS) =R ASTM P395, CLA � 55 OR 10 STAI LESS STE► K5U 7. 10.1 SUPPOK I OF GUARDS. E) I tRIOR WALLS OF WOOD -FRAME CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED R602.6 DRILLING AND NOTCHING OF STUDS. METAL CONNECTORS PER MANUFACTURER'S SPECIFICATION ASTM A653 TYPE G185 ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL WHERE GUARDS ARE SUPPORTED ON DECK FRAMING, GUARD LOADS SHALL BE TRANSFERRED IN ACCORDANCE WITH THE PROVISIONS OF THIS CHAPTER AND FIGURES R602.3(1) AND R602.3(2), OR IN ACCORDANCE WITH AWC NDS, COMPONENTS OF EXTERIOR WALLS SHALL BE DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: POST HOT -DIPPED GALVANIZED PER ASTM A 123 PROVIDING A TO THE DECK FRAMING WITH A CONTINUOUS LOAD PATH TO THE DECK JOISTS. FASTENED IN ACCORDANCE WITH TABLES R602.3(1) THROUGH R602.3(4). WALL SHEATHING MINIMUM AVERAGE COATING WEIGHT OF 2.0 OZ./FT2 (TOTAL SHALL BE FASTENED DIRECTLY TO FRAMING MEMBERS AND, WHERE PLACED ON THE EXTERIOR I. NOTCHING. A STUD IN AN EXTERIOR WALL OR BEARING PARTITION SHALL NOT BE R507.10.1.2 GUARDS SUPPORTED ON TOP OF DECK FRAMING. SIDE OF AN EXTERIOR WALL, SHALL BE CAPABLE OF RESISTING THE WIND PRESSURES LISTED IN CUT OR NOTCHED TO A DEPTH EXCEEDING 25 PERCENT OF ITS DEPTH. STUDS IN TABLE R301.2(2) ADJUSTED FOR HEIGHT AND EXPOSURE USING TABLE R301.2(3) AND SHALL NONBEARING PARTITIONS SHALL NOT BE NOTCHED TO A DEPTH EXCEEDING 40 FOR SI: I INCH = 25.E MM, I FOOT = 304.8 MM. WHERE GUARDS ARE MOUNTED ON TOP OF THE DECKING, THE GUARDS SHALL BE CONFORM TO THE REQUIREMENTS OF TABLE R602.3(3). WALL SHEATHING USED ONLY FOR PERCENT OF A SINGLE STUD DEPTH, a.EQU1VALENT MATERIALS, COATINGS AND FINISHES SHALL BE PERMITTED. CONNECTED TO THE DECK FRAMING OR BLOCKING AND INSTALLED IN ACCORDANCE WITH EXTERIOR WALL COVERING PURPOSES SHALL COMPLY WITH SECTION R703. 2. BORING. THE DIAMETER OF BORED HOLES IN STUDS SHALL NOT EXCEED 60 b.FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN 300 FEET OF A SALT WATER SHORELINE SHALL BE STAINLESS STEEL. MANUFACTURER'S INSTRUCTIONS TO TRANSFER THE GUARD LOADS TO THE ADJACENT JOISTS. STUDS SHALL BE CONTINUOUS FROM SUPPORT AT THE SOLE PLATE TO A SUPPORT AT THE PERCENT OF THE STUD DEPTH, THE EDGE OF THE HOLE SHALL NOT BE LESS THAN c.HOLES FOR BOLTS SHALL BE DRILLED A MINIMUM 1/32 INCH AND A MAXIMUM 1/16 INCH LARGER THAN THE BOLT. TOP PLATE TO RESIST LOADS PERPENDICULAR TO THE WALL. THE SUPPORT SHALL BE A 5/81NCH (16 MM) FROM THE EDGE OF THE STUD, AND THE HOLE SHALL NOT BE R 7. I .2 WOOD POSTS AT DECK GUARDS. d.LAG SCREWS I/2 INCH AND LARGER SHALL BE PREDRILLED TO AVOID WOOD SPLITTING PER THE NATIONAL DESIGN SPECIFICATION (NOS) FOR WOOD CONSTRUCTION. SO O OO OS S C GU S FOUNDATION OR FLOOR, CEILING OR ROOF DIAPHRAGM OR SHALL BE DESIGNED IN LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. WHERE THE DIAMETER OF A e.STAINLESS-STEEL-DRIVEN FASTENERS SHALL BE IN ACCORDANCE WITH ASTM F1667. WHERE 4-INCH BY 4-INCH (102 MM BY 102 MM) WOOD POSTS SUPPORT GUARD LOADS ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. BORED HOLE IN A STUD LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS IS APPLIED TO THE TOP OF THE GUARD, SUCH POSTS SHALL NOT BE NOTCHED AT THE R507.2.4 FLASHING. R507.5.1 DECK BEAM BEARING. EXCEPTION: JACK STUDS, TRIMMER STUDS AND CRIPPLE STUDS AT OPENINGS IN WALLS OVER 40 PERCENT, SUCH STUD SHALL BE DOUBLED AND NOT MORE THAN TWO CONNECTION TO THE SUPPORTING STRUCTURE. THAT COMPLY WITH TABLES R602.7(1) AND R602.7(2). SUCCESSIVE DOUBLED STUDS SHALL BE SO BORED. SEE FIGURES R602.6(1) AND FLASHING SHALL BE CORROSION -RESISTANT METAL OF NOMINAL THICKNESS NOT LESS THAN THE ENDS OF BEAMS SHALL HAVE NOT LESS THAN 11/2 INCHES (38 MM) OF BEARING ON R507.10. 3 PLASTIC COMPOSITE GUARDS. R602.6(2). 0.019 INCH (0.48 MM) OR APPROVED NONMETALLIC MATERIAL THAT IS COMPATIBLE WITH WOOD OR METAL AND NOT LESS THAN 3 INCHES (76 MM) OF BEARING ON CONCRETE OR R602. 3. I STUD SIZE, HEIGHT AND SPACING. EXCEPTION: WHERE APPROVED, STUD SHOES ARE INSTALLED IN ACCORDANCE THE SUBSTRATE OF THE STRUCTURE AND THE DECKING MATERIALS. MASONRY FOR THE ENTIRE WIDTH OF THE BEAM. WHERE MULTIPLE -SPAN BEAMS BEAR ON PLASTIC COMPOSITE GUARDS SHALL COMPLY WITH THE PROVISIONS OF SECTION R507.2.2. WITH THE MANUFACTURER'S INSTRUCTIONS. INTERMEDIATE POSTS, EACH PLY MUST HAVE FULL BEARING ON THE POST IN ACCORDANCE THE SIZE, HEIGHT AND SPACING OF STUDS SHALL BE IN ACCORDANCE WITH TABLE R602.3.(5). R507.2.5 ALTERNATE MATERIALS. WITH FIGURES R507.5.I(/) AND R507.5.1(2). R507.10.4 OTHER GUARDS. EXCEPTIONS: TOP PLATES ALTERNATIVE MATERIALS, INCLUDING GLASS AND METALS, SHALL BE PERMITTED. R507.5.2 DECK BEAM CONNECTION TO SUPPORTS. OTHER GUARDS SHALL BE IN ACCORDANCE WITH EITHER MANUFACTURER'S INSTRUCTIONS OR ACCEPTED ENGINEERING PRINCIPLES. 1. UTILITY GRADE STUDS SHALL NOT BE SPACED MORE THAN 16 INCHES 406 MM ) R507.3 FOOTINGS ON CENTER, SHALL NOT SUPPORT MORE THAN A ROOF AND CEILING, AND DECK BEAMS SF' ALL BE ATTACHED TO SUPPORTS IN A MANNER CAPABLE OF TRANSFERRING SHALL NOT EXCEED S FEET 2438 MM IN HEIGHT FOR EXTERIOR WALLS AND ( ) BORED HOLE MAX. STUD DECKS SHALL BE SUPPORTED ON CONCRETE FOOTINGS OR OTHER APPROVED STRUCTURAL VERTICAL LOF 2S AND RESISTING HORIZ^N„"' `� T'^"" T DISPLACE' DISPLACE",,,,.-. . PECK BEA" CONN, ,, t.� „7 LOA )-BEA - iivu W,tLLS CR i L, --rcT (30 s ivit:" FOR INitK►L DIAMETER 60 PERCENT SYSTEMS DESIGNED TO ACCOMMODATE ALL LOADS IN ACCORDANCE WITH SECTION R301. WOOD POST SHALL BE IN ACCORDANT :WIT! FIGURES 507.5.1(1) A�'L Q507.5.1(2) CHAPTER 6 WALLS CONSTR ICTION No LOAD BEARING WALLS. OF STUD DEPTH DECK FOOTINGS SHALL BE SIZED TO CARRY THE IMPOSED LOADS FROM THE DECK STRUCTURE MANUFACTI FD POST -TO -BEAM CONS CTOFo SHALL B SIZED FOR T11E 1 )ST AND BIM - �iri ! 2. '�/H �E Sl i7A )S ARE LESS TF IN 1R Fr' TO 25 PC INDS PER SQUARE TO THE GROUND AS SHOWN IN FIGURE R507.3. SIZES. BOLTS TALL HAVE WASHERS U� )ER 4E HEAD A ID NUT. �:TIOI R601 - .fLIAL FO( '(1. KPA), Ai ')THE ULTIMATE ESIG. WIND SPEED ; LESS THAN OR 5/81N. MIN. TO EDGE EXCEPTIONS: . R507.6 DELI..:: !STS. EQI ►L T , 130 MPr. ';S. I MIS,),2-IN H BY e VCH (38 MI BY 14 MM) STUDS I . FOOTINGS SHALL NOT BE REQUIRED FOR FREE-STANDING DECKS CONSISTING OF GENERAL SUPvOk I ING A ROOF Lvr+U WITH Nvi MORE I riAN 6 FEt I (1829 MM) OF 5/8 IN. MIN. TO EDGE JOISTS DIRECTLY SUPPORTED ON GRADE OVER THEIR ENTIRE LENGTH. MAXIMUM ALLOWABLE SPANS FOR WOOD DECK JOISTS, AS SHOWN IN FIGURE R507.6, SHALL R601.1 APPLICATION. TRIBUTARY LENGTH SHALL HAVE A MAXIMUM HEIGHT OF I S FEET 5486 MM ( ) WHERE AT 16 INCHES MM) 20 FEET MM) NTCH MUST NOT EXCEED 2. FOOTINGS SHALL NOT BE REQUIRED FOR FREE-STANDING DECKS THAT MEET ALL BE IN ACCORDANCE WITH TABLE R507.6. THE MAXIMUM JOIST SPACING SHALL BE LIMITED BY SPACED (406 ON CENTER, OR (6096 2 5PERCENT OF STUD DEPTH OF THE FOLLOWING CRITERIA: THE DECKING MATERIALS IN ACCORDANCE WITH TABLE R507.7. THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE DESIGN AND CONSTRUCTION OF WHERE SPACED AT 12 INCHES (304.8 MM) ON CENTER. STUDS SHALL BE BORED HOLES SHALL NOT BE 2.1. THE JOISTS BEAR DIRECTLY ON PRECAST CONCRETE PIER BLOCKS AT WALLS AND PARTITIONS FOR BUILDINGS. R507.6.1 DECK JOIST BEARING. MINIMUM NO. 2 GRADE LUMBER. LOCATED IN THE SAME CROSS SECTION OF CUT OR NOTCH IN GRADE WITHOUT SUPPORT BY BEAMS OR POSTS. R601.2 REQUIREMENTS. R602.3.2 TOP PLATE. STUD IF HOLE IS BETWEEN 40 PERCENT AND 2.2. THE AREA OF THE DECK DOES NOT EXCEED 200 SQUARE FEET 18.6 M2 . ( ) THE ENDS OF JOISTS SHALL HAVE NOT LESS THAN 11/2 INCHES (38 MM) OF BEARING ON 60 PERCENT OF STUD DEPTH, THEN STUD 2.3. THE WALKING SURFACE IS NOT MORE THAN 20 INCHES (508 MM) ABOVE WOOD OR METAL AND NOT LESS THAN 3 INCHES (76 MM) OF BEARING ON CONCRETE OR R601.2 REQUIREMENTS. WALL CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE MUST BE DOUBLE AND NO MORE THAN TWO GRADE AT ANY POINT WITHIN 36 INCHES 914 MM MEASURED ( ) MASONRY OVER ITS ENTIRE WIDTH. JOISTS BEARING ON TOP OF A MULTIPLE -PLY BEAM OR LOADS IMPOSED IN ACCORDANCE WITH SECTION R301 AND OF TRANSMITTING THE RESULTING OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS IN For SI; I inch = 25.4 mm. SUCCESSIVE STUDS ARE DOUBLED AND SO NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. BORED HORIZONTALLY FROM THE EDGE. LEDGER SHALL BE FASTENED IN ACCORDANCE WITH TABLE R602.3(1). JOISTS BEARING ON TOP LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. TOP PLATES SHALL BE OFFSET NOT LESS THAN 24 INCHES (6 10 MM). JOINTS IN PLATES NEED OF A SINGLE -PLY BEAM OR LEDGER SHALL BE ATTACHED BY A MECHANICAL CONNECTOR. R507.3.1 MINIMUM SIZE. NOT OCCUR OVER STUDS. PLATES SHALL BE NOT LESS THAN 2-INCHES (51 MM) NOMINAL FIRGURE R602.6(I) NOTCHING AND BORED HOLES LIMITATIONS JOIST FRAMING INTO THE SIDE OF A BEAM OR LEDGER BOARD SHALL BE SUPPORTED BY R601.2.1 COMPRESSIBLE FLOOR -COVERING MATERIALS. THICKNESS AND HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE STUDS. FOR EXTERIOR WALLS AND BEARING WALLS THE MINIMUM SIZE OF CONCRETE FOOTINGS SHALL BE IN ACCORDANCE WITH TABLE APPROVED JOIST HANGERS. R601.2.1 COMPRESSIBLE FLOOR -COVERING MATERIALS. COMPRESSIBLE FLOOR -COVERING EXCEPTION: A SINGLE TOP PLATE USED AS AN ALTERNATIVE TO A DOUBLE TOP R507.3.1, BASED ON THE TRIBUTARY AREA AND ALLOWABLE SOIL -BEARING PRESSURE IN ACCORDANCE WITH TABLE R401.4. I. RSO7.6.2 DECK JOIST LATERAL RESTRAINT. MATERIALS THAT COMPRESS MORE THAN I/32 INCH (0.8 MM) WHEN SUBJECTED TO 50 PLATE SHALL COMPLY WITH THE FOLLOWING: TOP PLATES POUNDS (23 KG) APPLIED OVER I INCH SQUARE (645 MM) OF MATERIAL AND ARE GREATER R507.3.2 MINIMUM DEPTH JOIST ENDS AND BEARING LOCATIONS SHALL BE PROVIDED WITH LATERAL RESISTANCE TO THAN 1/8 INCH (3.2 MM) IN THICKNESS IN THE UNCOMPRESSED STATE SHALL NOT EXTEND 1. THE SINGLE TOP PLATE SHALL BE TIED AT CORNERS, INTERSECTING WALLS, AND PREVENT ROTATION. WHERE LATERAL RESTRAINT IS PROVIDED BY JOIST HANGERS OR BENEATH WALLS, PARTITIONS OR COLUMNS, WHICH ARE FASTENED TO THE FLOOR AT IN -LINE SPLICES IN STRAIGHT WALL LINES IN ACCORDANCE WITH TABLE DECK FOOTINGS SHALL BE PLACED NOT LESS THAN 12 INCHES (305 MM) BELOW THE BLOCKING BETWEEN JOISTS, THEIR DEPTH SHALL EQUAL NOT LESS THAN 60 PERCENT OF THE R602.3.2. STUD UNDISTURBED GROUND SURFACE. JOIST DEPTH. WHERE LATERAL RESTRAINT IS PROVIDED BY RIM JOISTS, THEY SHALL BE SECTION R602 2. THE RAFTERS OR JOISTS SHALL BE CENTERED OVER THE STUDS WITH A BORED HOLE MAX. DI METER 60 PERCENT SECURED TO THE END OF EACH JOIST WITH NOT FEWER THAN THREE I OD (3-INCH BY TOLERANCE OF NOT MORE THAN I INCH (25 MM). OF STUD DEPTH R507.3.3 FROST PROTECTION. 0.128-INCH) (76 MM BY 3.3 MM) NAILS OR THREE NO. 10 X 3-INCH-LONG (76 MM) WOOD WOOD WALL FRAMING 3. OMISSION OF THE TOP PLATE IS PERMITTED OVER HEADERS WHERE THE o WHERE DECKS ARE ATTACHED TO A FROST -PROTECTED STRUCTURE, DECK FOOTINGS SHALL BE SCREWS. R602.1 GENERAL. HEADERS ARE ADEQUATELY TIED TO ADJACENT WALL SECTIONS IN 518 IN. MIN. TO EDGE PROTECTED FROM FROST BY ONE OR MORE OF THE FOLLOWING METHODS: R507.7 DECKING. ACCORDANCE WITH TABLE R602.3.2. %X/OOD AND WOOD BASED PRODUCTS USED FOR LOAD SUPPORTING PURPOSES SHALL R602.3. 3 BEARING STUDS. 5/8 IN. MIN. TO EDGE 1. EXTENDING BELOW THE FROST LINE SPECIFIED IN TABLE R301.2. MAXIMUM ALLOWABLE SPACING FOR JOISTS SUPPORTING WOOD DECKING, EXCLUDING COIF 70RM TO THE APPLICABLE PROVISIONS OF THIS SECTION. 2. ERECTING ON SOLID ROCK. STAIRWAYS, SHALL BE IN ACCORDANCE WITH TABLE R507.7. WOOD DECKING SHALL BE .,� R602.1. SA N LUN ) ER. WHERE JOISTS, TRUSSES OR RAFTERS AR'. SPACED MORE THAN 16 INCHES (406 MM) ON CENTER NOTCH MUST NOT EXCEED o 40 PERCENT of STUD DEPTH 3. OTHER APPROVED METHODS OF FROST PROTECTION. ATTACHED TO EACH SUPPORTING MEMBER WITH NOT LESS THAN TWO 8D THREADED N LS , AND THE BEARING STUDS BELOW ARE PACED 24 INCHES 610 M� � ON Ct, TER, SI 'H ( I I BOPcD HOLES Sh. ' NOl E R507.4 DECK POSTS. OR TWO NO. S WOOD SCREWS. MAXIMUM ALLOWABLE SPACING FOR JOISTS SUPPORT! SAWN LUM =R SH ,LL BE IDI ITIFIED BY A C)W )E MARK 01 AN ACC =DITE, LUMBER GE DING MEMBERS SHALL BEAR WITHIN 5 INCI S (127 MM) OF THE STUDS BENEATH. Lr,CAED IN THE Sf 1E C )SS PLASTIC COMPOSITE DECKING SHALL BE IN ACCORDANCE WITH SECTION R507.2. OTHEI OR INSPEC vN ' GENCY AN rw vt DESK„N v, UES CERTI IED BY I I ACCk 71TA FION I iu y I if EXCEPTIONS: ` CTION OF CUT OL NO- H IN ul FOR SINGLE LEVEL DECKS, WOOD POST SIZE SHALL BE IN ACCORDANCE WITH TABLE R507.4. APPROVED DECKING OR FASTENER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH 'E THAT CON LIES , ''TH DOC S 20. IN LhU OF A GRADE M RK, A CI :TIFICA7 �i', OF INS KTION For SI; 1 inch = 25.4 mm. MANUFACTURER'S INSTALLATION REQUIREMENTS. LSc! "cD BY LUMBL ' GRAD IG OR INFECTION , 3ENCY / EETING -IE REQU► .EMENTS F THIS 1. THE TOP PLATES ARL - '10 2-INCH R' " 6-INCh ' Q MA/1 BY 141) MM) + iR SECTION SHALL BE ACCEPTED. R507.4. I DECK POST TO DECK FOOTING CONNECTION. R507.8 VERTICAL AND LATERAL SUPPORTS. , TWO 3-INCH BY 4-INCH (64 MM BY 89 MM) MEMBERS. FIRGURt Kv02.6(1) NOTHING AND BORED HOLES LIMITATIONS 2. A THIRD TOP PLATE IS INSTALLED. FOR INTERIOR NON BEARING WALLS WHERE POSTS BEAR ON CONCRETE FOOTINGS IN ACCORDANCE WITH SECTION R403 AND WHERE SUPPORTED BY ATTACHMENT TO AN EXTERIOR WALL, DECKS SHALL BE POSITIVELY R602.1.2 END -JOINTED LUMBER. 3. SOLID BLOCKING EQUAL IN SIZE TO THE STUDS IS FIGURE R507.3, LATERAL RESTRAINT SHALL BE PROVIDED BY MANUFACTURED CONNECTORS ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR BOTH VERTICAL AND LATERAL APPROVED END -JOINTED LUMBER IDENTIFIED BY A GRADE MARK CONFORMING TO SECTION OR A MINIMUM POST EMBEDMENT OF 12 INCHES (305 MM) IN SURROUNDING SOILS OR R602.3.4 BOTTOM PLATE. LOADS. SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY THE USE OF TOENAILS OR R602.1 SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITH SOLID -SAWN MEMBERS OF CONCRETE PIERS. OTHER FOOTING SYSTEMS SHALL BE PERMITTED. (SOLE) NAILS SUBJECT TO WITHDRAWAL. FOR DECKS WITH CANTILEVERED FRAMING MEMBERS, THE SAME SPECIES AND GRADE. END -JOINTED LUMBER USED IN AN ASSEMBLY REQUIRED STUDS SHALL HAVE FULL BEARING A NOMINAL 2 BY (5 I MM) OR LARGER PLATE OR SILL Reserve for the Building Department EXCEPTION: WHERE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER QUESTIONABLE CONNECTION TO EXTERIOR WALLS OR OTHER FRAMING MEMBERS SHALL BE DESIGNED AND ELSEWHERE IN THIS CODE TO HAVE A FIRE -RESISTANCE RATING SHALL HAVE THE HAVING A WIDTH NOT LESS THAN THE WIDTH OF THE STUDS. TO TO SOILS ARE PRESENT, SURROUNDING SOILS SHALL NOT BE RELIED ON FOR LATERAL CONSTRUCTED TO RESIST UPLIFT RESULTING FROM THE FULL LIVE LOAD SPECIFIED IN TABLE DES\HICHIGNATION "HEAT RESISTANT ADHESIVE" OR "HRA" INCLUDED IN ITS GRADE MARK SUPPORT. R301.5 ACTING ON THE CANTILEVERED PORTION OF THE DECK. WHERE POSITIVE CONNECTION TO THE PRIMARY BUILDING STRUCTURE CANNOT BE VERIFIED DURING R602.1.3 STRUCTURAL GLUED -LAMINATED TIMBERS. INSPECTION, DECKS SHALL BE SELF-SUPPORTING. Revision 2 R507.5 DECK BEAMS. GLUED -LAMINATED TIMBERS SHALL BE MANUFACTURED AND IDENTIFIED AS REQUIRED IN October 23, 2024 R507.9 VERTICAL AND LATERAL SUPPORTS AT BAND JOIST. ANSI/AITCA190.1 AND ASTM D 3 73 7. MAXIMUM ALLOWABLE SPANS FOR WOOD DECK BEAMS, AS SHOWN IN FIGURE R507.5, SHALL BE IN ACCORDANCE WITH TABLES R507.5(1) THROUGH R507.5(4). BEAM PLIES SHALL BE VERTICAL AND LATERAL SUPPORTS FOR DECKS SHALL COMPLY WITH THIS SECTION. R602. 1.4 STRUCTURAL LOG MEMBERS. FASTENED TOGETHER WITH TWO ROWS OF IOD (3-INCH x 0.128-INCH) NAILS MINIMUM AT 16 INCHES (406 MM) ON CENTER ALONG EACH EDGE. BEAMS SHALL BE PERMITTED TO R507.9.1 VERTICAL SUPPORTS STRUCTURAL LOG MEMBERS SHALL COMPLY WITH THE PROVISIONS OF ICC 400. CANTILEVER AT EACH END UP TO ONE-FOURTH OF THE ACTUAL BEAM SPAN. DECK BEAMS OF OTHER MATERIALS SHALL BE PERMITTED WHERE DESIGNED IN ACCORDANCE WITH ACCEPTED R602. 1.5 STRUCTURAL COMPOSITE LUMBER. ENGINEERING PRACTICES. VERTICAL LOADS SHALL BE TRANSFERRED TO BAND JOISTS WITH LEDGERS IN ACCORDANCE R602.1.5 STRUCTURAL COMPOSITE LUMBER. STRUCTURAL CAPACITIES FOR STRUCTURAL WITH THIS SECTION. COMPOSITE LUMBER SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5456. Since 1983 Precision & Grace 1611 116th Avenue Northeast Suite 224 Bellevue, Washington 98004 O O O 206-619-3995 creativecomfort 7@gmail. com 0 0 rV o � o � o _ �J u v V � � � w oA N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 14) y T BMW/20 4 CITY OF EDMON Proj94MC E RT NT AEN Designer: Vernon May 3, 2024 Client: - Mr. 6 Mrs. Hoff July 15, 2024 Design Issued: July 11, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 r All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of cats 1 A I , Bonn eit i . No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from I:ai n uvi (-Wei_ Version: I Sheet Number A-0.10 EXCERPTS OF THE 2021 International Residential Code: Part III CHAPTER 6 WALLS (THESE I.R.C. EXCEPTS DOES NOT RELEASE YOU FROM YOUR RESPONSIBILITY OF THE I.R.C.) R602.6.1 DRILLING AND NOTCHING OF TOP PLATE. WHERE PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD -BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH, A GALVANIZED METAL TIE NOT LESS THAN 0.054 INCH THICK (1.37 MM) (16 GA) AND 11/2 INCHES (38 MM) WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE OPENING WITH NOT LESS THAN EIGHT IOD (0.148 INCH DIAMETER) NAILS HAVING A MINIMUM LENGTH OF 11/2 INCHES (38 MM) AT EACH SIDE OR EQUIVALENT. THE METAL TIE MUST EXTEND NOT LESS THAN 6 INCHES PAST THE OPENING. SEE EXTERIOR OR BEARING WALL NOTCH GREATER THAN 50 PERCENT OF THE PLATE WIDTH q 16 GAGE (054 IN.) AND 1.5 IN WIDE METAL TIE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE NOTCH WITH 8 - 16d NAILS EACH SIDE TOP PLATES 0 �U I�lul For SI; I inch = 25.4 mm. PIPE FIRGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING R602.7.1 SINGLE MEMBER HEADERS. SINGLE HEADERS SHALL BE FRAMED WITH A SINGLE FLAT 2-INCH-NOMINAL (51 MM) MEMBER OR WALL PLATE NOT LESS IN WIDTH THAN THE WALL STUDS ON THE TOP AND BOTTOM OF THE HEADER IN ACCORDANCE WITH FIGURES R602.7 !;;) Hily� °602.7.1(2) AND FACE NAILED TO THE TOP AND BOTTOM OF THE HEADER WITH i OD BOX NAILS (3 INCHES x 0.128 INCHES) SPACED 12 INCHES ON CENTER. R602.7.2 RIM BOARD HEADERS. RIM BOARD HEADER SIZE, MATERIAL AND SPA SHALL BE IN ACCORDAP 'E t, TH TABLE R602. 7(I ). RIM BOARD HEADERS SHALL BE COI\-FUCTED IN ACCORDA CE W, -4 FIGUR R602.7.2 AND SHALL BE SUPPORTED AT EACH ENb G1►► ► STC_)S. THE- "AII.BF! 2r FULL -HEIGHT STUDS AT EACH END SHALL BE NOT LESS THAN THE NUMBER OF STUDS DISPLACED BY HALF OF THE HEADER SPAN BASED ON THE MAXIMUM STUD SPACING IN ACCORDANCE WITH TABLE R602.3(5). RIM BOARD HEADERS SUPPORTING CONCENTRATED LOADS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. R602.7.3 WOOD STRUCTURAL PANEL BOX HEADERS. WOOD STRUCTURAL PANEL BOX HEADERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FIGURE R602.7.3 AND TABLE R602.7.3. R602.7.4 NONBEARING WALLS LOAD -BEARING HEADERS ARE NOT REQUIRED IN INTERIOR OR EXTERIOR NONBEARING WALLS. A SINGLE FLAT 2-INCH BY 4-INCH (51 MM BY 102 MM) MEMBER SHALL BE PERMITTED TO BE USED AS A HEADER IN INTERIOR OR EXTERIOR NONBEARING WALLS FOR OPENINGS UP TO 8 FEET (2438 MM) IN WIDTH IF THE VERTICAL DISTANCE TO THE PARALLEL NAILING SURFACE ABOVE IS NOT MORE THAN 24 INCHES (610 MM). FOR SUCH NONBEARING HEADERS, CRIPPLES OR BLOCKING ARE NOT REQUIRED ABOVE THE HEADER. R602.7.5 SUPPORTS FOR HEADERS. HEADERS SHALL BE SUPPORTED ON EACH END WITH ONE OR MORE JACK STUDS OR WITH APPROVED FRAMING ANCHORS IN ACCORDANCE WITH TABLE R602.7(1) OR R602.7(2). THE FULL -HEIGHT STUD ADJACENT TO EACH END OF THE HEADER SHALL BE END NAILED TO EACH END OF THE HEADER IN ACCORDANCE WITH TABLE R602.3(I). THE MINIMUM NUMBER OF FULL -HEIGHT STUDS AT EACH END OF A HEADER SHALL BE IN ACCORDANCE WITH TABLE R602.7.5 R602.8 FIREBLOCKING REQUIRED. FIREBLOCKING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.11. R602.9 CRIPPLE WALLS. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT SMALLER THAN THE STUDDING ABOVE. WHERE EXCEEDING 4 FEET (1219 MM) IN HEIGHT, SUCH WALLS SHALL BE FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONAL STORY. EXTERIOR CRIPPLE WALLS WITH A STUD HEIGHT LESS THAN 14 INCHES (356 MM) SHALL BE CONTINUOUSLY SHEATHED ON ONE SIDE WITH WOOD STRUCTURAL PANELS FASTENED TO BOTH THE TOP AND BOTTOM PLATES IN ACCORDANCE WITH TABLE R602.3(1), OR THE CRIPPLE WALLS SHALL BE CONSTRUCTED OF SOLID BLOCKING CRIPPLE WALLS SHALL BE SUPPORTED ON CONTINUOUS FOUNDATIONS. R602.11.2 STEPPED FOUNDATIONS IN SEISMIC DESIGN CATEGORIES DO, D I and D2. IN ALL BUILDINGS LOCATED IN SEISMIC DESIGN CATEGORIES DO, D I OR D2, WHERE THE HEIGHT OF A REQUIRED BRACED WALL LINE THAT EXTENDS FROM FOUNDATION TO FLOOR ABOVE VARIES MORE THAN 4 FEET (1219 MM), THE BRACED WALL LINE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING: TIVE L ATI WHERE FOOTING SECTIION "A" IS MORE THANS FT.PROVIDED SPLICE METAL TIE 16 GA. BY 1.5 BY 4 FT. MIN., EACH SIDE OF THE 2x SILL SPLICE W/ 8 16d COMMON NAILS. PLATE 2 FT. MIN. � 2- 2x PLATE - CONCRETE STEPPED FOOTING 2x CRIPPLE STUD WALL FOOTING SECTION "A" For SI; I inch = 25.4 mm. NOTE: WHERE FOOTING SECTION "A" IS LESS THAN 8 FEET LONG IN 25 FEET TOTAL LENGTH WALL, PROVIDE BRACING AT CRIPPLE STUD WALL. FIRGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION TABLE R602.3(I) FASTENING SCHEDULE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION OF FASTENERa, b ,c Roof 4-8d box (2 1/2 " x 0.113 ") or I Blocking between ceiling joists or rafters to top plate 3-8d common (2 1/2 " x 0.131 "); or Toe nail 3-1 Od box (3 " x 0.128 "); or 3-3 " x 0.131 " nails 4-8d box (2 112 " x 0.1 13 ") or 2 Ceiling joists to top plate 3-8d common (2 1/2 " x 0.131 "); or " ")• Per joist, toe nail 3-IOd box (3 x 0.128 or 3-3 " x 0.131 " nails Ceiling joist not attached to parallel rafter, laps over 4-10d box (3 " x 0.128 "); or 3 partitions [see Sections RS02. 3.1, RS02. 3.2 and Table 3-16d common (3 112 " x 0.162 "); or Face nail R802.5.1(9)] 4-3 " x 0.131 " nails Ceiling joist attached to parallel rafter (heel joint) 4 [see Sections R802.3. I and R802.3.2 and Table Table R802.5. I (9) Face nail R802.5.1(9)] Collar tie to rafter, face nail or 1114 " x 20 ga. ridge strap to 4- IOd box (3 " x 0.128 "); or 5 rafter 3- IOd common (3" x 0.148 "); or Face nail each rafter 4-3 " x 0.131 " nails 3-16d box nails (3 112 " x 0.135 "); 2 toe nails on one side and I toe 6 Rafter or roof truss to plate or 3- IOd common nails (3 " x 0.148 "); nail on opposite side of each rafter or 4- IOd box (3 " x 0.128 "); or or trussi 4-3 " x 0.131 " nails 7 4-16d (3 112 " x 0.135 "); or Roof rafters to ridge, valley or hip rafters or roof rafter to 3- I Od common (3 1/2 " x 0.148 "); Toe nail minimum 2" ridge beam or 4- IOd box (3 " x 0.128 "); or 0.13 i naria 3-16d (3 '2 " < 0.1: "); or 2-1 Od con not '3 1 /_ " x 0.14S "); r End nail 3- I Od bo) (3' x 0. 18 'Tor 3-3 " x 0.13 " nails Wall 16d common (3 1/2 " x 0.162 ") 24 " o.c. face nail 8 Stud to stud (not at braced wall panels) IOd box (3 " x 0.12S "); or 16 " o.c. face nail 3 " x 0.131 " nails 16d box (3 1 /2 " x 0.135 "); or 3 " x 12 " o.c. face nail 9 Stud to stud and abutting studs at intersecting wall corners 0. 131 "nails (at braced wall panels) 16d common (3 1/2 " x 0.162 ") 16 " o.c. face nail 16d common (3 112 " x 0.162 ") 16 " o.c. each edge face nail 10 Built-up header (2" to 2" header with I/2" spacer) " 16d box (3 112 " x 0.135 ") 12 o.c. each edge face nail 5-8d box (2 1/2 " x 0.113 "); or I I Continuous header to stud 4-8d common (2 1/2 " x 0.131 "); or Toe nail 4-1 Od box (3 " x 0.128 ") 16d common (3 112 " x 0.162 ") 16 " o.c. face nail 12 Top plate to top plate " "); I Od box (3 x 0.128 or 12 " o.c. face nail 3 " x 0.131 " nails 8- 16d common (3 112 " x 0. 162 13 Double top plate splice for SDCs A-D2 with seismic braced or 12-16d box (3 112 " x 0. 135 ") or wall line spacing < 25' 12- IOd box (3 " x 0.128 "); or Face nail on each side of end joint 12-3 " x 0. 13 I "nails (minimum 24 "lap splice length each side of end joint) Double top plate splice SDCs DO, D 1, or D2; and braced t , , _ . „ 112 „ vu 2 x 0. 135 ) wall line spacing A 25' - (countinued) .A TAB _ R602.3 (1)--contirn led F, TENER SCHEDULE 11 EM DESCRIPTION OF BUILDING ELEMENTS kit t^ 1° , AND TYPE u. -,".: i tNER a b ,c SPACnvG HivD LOCATION 1 6d common (3 112 " x 0.162 ") 16 " o.c. face nail 14 Bottom plate to joist, rim joist, band joist or 16d box (3 112 " x 0.135 "); or 12 " o.c. face nail blocking (not at braced wall panels) 3 " x 0.131 " nails Bottom plate to joist, rim joist, band joist or 3-16d box (3 112 " x 0.135 "); or 3 each 16 " o.c. face nail 15 blocking (at braced wall panels) 2-16d common (3 112 " x 0.162 "); or 2 each 16" o.c. face nail 4-3 " x 0.131 " nails 4 each 16 " o.c. face nail 4-8d box (2 1/2 " x 0.113 ") or 3-16d box (3 112 " x 0.135 "); or 4-8d common (2 1/2 " x 0.131 "); or Toe nail 4- IOd box ( 3 " x 0.128"); or 16 Top or bottom plate to stud 4-3 " x 0.131 " nails 3-16d box (3 112 " x 0.135 "); or 2-16d common (3 1/2 " x 0.162 "); or End nail 3-1 Od box ( 3 " x 0.128"); or 3-3 " x 0.131 " nails 3-1 Od box (3 " x 0.128 "); or 17 Top plates, laps at corners and intersections 2-16d common (3 1/2 " x 0.162 "); or Face nail 3-3 " x 0.131 " nails 3-8d box (2 112 " x 0.1 13 ") or g I "brace to each stud and plate 2-8d common (2 1/2 " x 0.131 "); or " Face nail 2-IOd box ( 3 x 0.128')• or 2 staples 1 3/4" 3-8d box (2 112 " x 0.1 13 ") or I " x "sheathing to e. 'i bearing 7' 2-8d comt m (2 112 " x 0.131 "); or Face nail 2-1 Jd bo: 3 "x 0.128"); or 2 staples 16ga., 1 3/4" long 3-8d box 2 112 " x 0.1 13 ") or 41 3-8d cot -,on 0 112 " x 0.131 "); or 20 1 " x 8 "and wider sheathing to each bearing 3-10d box (3 " x 0.128"); or 3 staples In crown, 16ga., 1 3/4" long Face nail Wider than I " x8" 4-8d box (2 1/2 " x 0.1 13 ") or 3-8d common (2 1/2 " x 0.131 "); or 3-10d box (3 " x 0.128"); or 4 staples In crown, 16ga., 1 3/4" long Floor 4-8d box (2 1/2 " x 0.113 ") or 3-8d common (2 1/2 " x 0.131 "); or 21 Joist to sill, top plate or girder 3-IOd box ( 3 "x 0.128")• or Toe nail 3-3" x 0.131 " nails 8d box (2 1/2 " x 0.113 ") 4" o.c. toenail 22 Rim joist, band joist or blocking to sill or top plate 8d common (2 1/2 " x 0.131 ")• or (roof applications also) I Od box ( 3 " x 0.128'); or 6" o.c. toe nail 3" x 0.131 " nails 3-8d box (2 112 " x 0.1 13 ") or 23 1 " x 6 "subfloor or less to each joist 2-8d common (2 1/2 " x 0.131 "); or Face nail 3-1Od box ( 3 "x 0.128'); or 2 staples I" crown, 16ga., 1 3/4" long TABLE R602.3(I )--continued FASTENING SCHEDULE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa, b, c SPACING AND LOCATION 24 2 "subfloor to joist or girder 3-16d box (31/2 " x 0.135 "); or 2-16d common (31/2 " x 0.162 ") Blind and face nail 25 2 " planks (plank g beam --floor g rool) 3-16d box (31/2 " x 0.135 "); or 2-16d At each bearing, face nail common (31 /2 " x 0. 162 ") 26 Band or rim joist to joist 3-16d box (31/2 " x 0.135 "); or End nail 2-16d common (31/2 " x 0.162 ") 2 7 Built-up girders and beams, 2 inch lumber layers 20d common (4 " x 0.192 'T or Nail each layer as follows: 32 " o.c. at top and bottom and staggered. I Od box (3 " x 0.128 'T or 24 " o.c. face nail at top and bottom 3 " x 0.131 " nails) staggered on opposite sides And: 2-20d common (4 " x 0.192 "); or 3- IOd box (3 " x 0.128 "); or Face nail at ends and at each splice 3-3 " x 0.131 " nails 4-16d box (3 112 " x 0.135 "); or 28 Ledger strip supporting joists or rafters 3-16d common (3 1/2 " x 0.162 "); or At each joist or rafter, face nail 4- IOd box (3 " x 0.128 "); or 4-3 " x 0.131 " nails 29 Bridging to joist 2-10d (3 " x 0.128 ") Each end, toe nail ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa, b, c Edges Intermediate (inches)h supports e,e (inches) Wood structural panels, subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing [see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing] 30 3/8 " 1/2 6d common (2 " x 0.113 ") nail (subfloor, wall)i 6 12 8d common (2 1/2 " x 0.131 ") nail (roof) 31 19132 - I 8d common nail (21 /2 " x 0.131 ") 6 12 f 32 1118 " 1114 " I Od common (3 " x 0.148 ") nail; or 6 12 8d (21 /2 " x 0.131 ") deformed nail Other wall sheathings 33 I/2 "structural cellulosic fiberboard sheathing 11/2" galvanized roofing nail, 7/16 "head diameter, or I " crown staple 16 ga.,1 114 " long 3 6 34 25/32 "structural cellulosic fiberboard sheathing 13/4 " galvanized roofing nail, 7/16 " head diameter, or I " crown staple 16 ga., 1 1/4 " long 3 6 35 1/2 " gypsum sheathingd 1 1/2 " galvanized roofing nail; staple galvanized 7 7 1 1/2 long; 11/4 screws, Type W or S 36 5/8 " gypsum sheathingd 1112 " galvanized roofing nail; staple galvanized, "screws, 7 7 1112 long; 1114 Type W or S Wood structural panels, combination subfloor underlayment to framing 37 3/4 and less 6d deformed (2 " x 0.120 ") nail; or 6 12 8d common (21/2 x 0.131 ) nail 38 7/8 " I " 8d common (21/2 " x 0.131 ") nail; or 6 12 Sd deformed (21/2 " x 0.120 ") nail 39 11/8 " 11/4 " I Od common (3 " x 0.148 ") nail; or 6 12 8d deformed (21/2 " x 0.120 ") nail For SI: I inch = 25.4 mm, I foot = 304.8 mm, I mile per hour = 0.447 m/s; I ksi = 6.895 MPa. �h (countinued) WALL CONSTRUCTION TABLE R602.3(I)--continued FASTENING SCHEDULE a. Nails are smooth -common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. C. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four -foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. Where the ultimate design wind speed is 130 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. Where the ultimate design wind speed is greater than 130 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48-inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing. g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208. h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required. . OMFOK T Revision 2 October 23, 2024 Reserve for the Building Department Since 1983 Precision & Grace 1611 116th Avenue Northeast Suite 224 Bellevue, Washington 98004 O O O 206-619-3995 creativecomfort 7@gmail. com 0 �t- O rV o � o o _ a �J u 0 a Z V °w N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 Y9 BMW/20 4 CITY OF EDMON Projg4AN MARTTIE EN Designer: Vernon May 3, 2024 Client: - Mr. 6 Mrs. Hoff July 15, 2024 Design Issued: July 11, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of cats M 1, Bonn eit i. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from I:ai n uvi (WRI i_ Version: I Sheet Number A-0.11 0 Demolition and Remodeling Notes <> Project Notes I . ADJUSTMENTS TO THE BUILDING ELEMENTS IS NOTES PER THE PLAN. ELEV. 392.0000' A. THE PROJECT WILL BE REMODELING THE MAIN FLOOR, ADD A MASTER SUITE, CONVERT THE GARAGE INTO CONDITION SPACE. 2. BUILDING ELEMENTS BEING REMOVED TO BE DISPOSED OF BY CITY g REQUIREMENTS. ELEV. 390.0000' B. REFER TO THE PLANS FOR SPECIIFCATIONS AND ADJUSTMENT TO THE FLOOR PLANS. 3. BUILDING ELEMENTS BEING REMOVED ON THE EPA LIST TO BE TESTED AND DISPOSED OF PER EPA REQUIREMENTS.mu IIIIIIIII TTIIELEV. 388.0000' C. REFER TO THE PROJECT SQUARE FOOTAGE SUMMARY FOR SQUARE 141 Jill 11 Jill 11 Jill III Jill 11111111 Jill IIINNII 111111 111111 111111 1111 1111 1111111 1111111111111111 11111 111111 fill 11 111 11 P� 11 PII 11 Jill 11 111111 Jill U 111111 Jill 11 Jill 11 111111 Jill 11 Jill 11 111111 Jill 11 111111 111 FOOTAGES PER CLASSIFICTION OF SPACE. 4. EXTERIOR DOORS AND EXISTING WINDOWS TO BE REMOVED OR11111 REFER TO THE AS REMODEL PLAN FOR NEW 11111 11111 11111 E. PLT II UPGRADES. -BUILT / 11 �ELEV.386.0000' D. THE AS -BUILT SQUARE FOOTAGES IS BASED UPON FIELD MEASURES OF DOOR AND WINDOW SPECIFICATION. REFER TO DOOR & WINDOW SCHEDULES FOR SIZES AND SPECIFICATIONS. ®® - - - - - - - I 7 7 THE EXISTING STRUCTURE. 5. AS BUILT PLANS DEVELOPMED FROM ON SITE MEASURING. ® � 6-811 ELEV. 384.0000' E. GENERAL CONTRACTOR TO VERIFY MEASURES AND ALL ON SITE CONDITION OF EXISTING AND ADDITION PLANS. 6. THE PERMITTED PLANS TO REMAIN ON SITE DURING CONSTRUCTION. HDR ELEV. 382.0000' F. ADJUSTMENTS TO THE BUILDING ELEMENTS IS NOTES PER THE PLAN. 7. EXISTING 2x WALLS TO BE REMOVED. II 7 ELEV. 380.0000' 8. EXISTING HEATING SYSTEM TO BE REMOVED. - E. SUBLFR. 9. EXISTING WATER HEATER TO BE UPGRADED TO A TANKLESS WH. E. FIN. GRD. - ELEV. 378.0000' 10. EXISTING APPLIANCE TO BE REMOVED. LA ELEV. 376.0000' I I . EXISTING PLUMBING FIXTURES TO BE REMOVED. 12. EXISTING WATER LINES TO BE REMOVED OR UPGRADED PER THE 50 ELEV. 374.0000' REMODELING. 13. EXISTING WASTE LINE TO BE UPGRADED, VERIFY. 14. EXISTING BATHROOM FIXTURES TO BE REMOVED. O o 0 15. EXISTING WALLS SURFACE AND INSULATIONS TO BE REMOVED. 16. EXISTING VERTICAL SPLICED STUDS TO BE REPLACE WITH FULL Oj Exterior Elevation, Front View: As -Built Scale: 1 /4" LENGTH STUDS FOR SILL TO TOP PLATE. � 8 ELEV. 392.0000' ELEV. 392.0000' � 8 ELEV. 390.0000' ELEV. 390.0000' f� 12 3 � c O ELEV. 3SS.0000' ELEV. 385.0000' 3 O 11 " 7'-71 r ELEV. 386.0000' ELEV. 3S6.0000'1241 ELEV. 384.0000' ELEV. 384.0000' 6-8" 1 71-7 6-1" WNDW ELEV. 382.0000' ELEV. 382.0000' WHDRW 25 ------ -- 27 HDR ---- 25 - � ELEV. 380.0000' ELEV. 380.0000' � - ll" - ELEV. 378.0000' 11" ELEV. 378.0000' - ELEV. 376.0000' ELEV. 376.0000' 24 ELEV. 374.0000' ELEV. 374.0000' 24' © A 0 A 0 20 Exterior Elevation, Left View: As -Built Scale: 114" 3� Exterior Elevation, Right View: As -Built scale: 114" 17. EXISTING FLOOR TILE ON THE MAIN FLOOR TO BE REMOVED AND DISPOSED. REFER TO NOTES 2 AND 3 FOR ADDITIONAL DIMENSION LEGEND INFORMATION. 18. EXISTING MASONRY FIREPLACE TO BE REMOVED FROM ABOVE THE 7'-6" SUBFLOOR AND FTG TO REMAIN. ELEV. 392.0000' � 8 NEW BLDG ELEMENTS 19. EXISTING ROOF INSULATION TO BE REMOVED AND CLEAN 71-6,1 INSULATION INSTALLED TO THE R VALUED REMOVED -- - - - - - 20. EXISTING ROOF FRAMING TO BE REMOVED. ELEV. 390.0000' EXISTING BLDG ELEMENTS 21. EXISTING ELECTRICAL WIRING: UPGRADED IF NECCASSRY. r-` ELEV. 388.00001119 IIIIIIIIIIIIIIIIIIIII Revision 2 22. EXISTING ELECTRICAL PANEL: ADD ADDITIONAL BREAKERS. A _ E. PLT11111 ELEV. 386.0000' 11-I - - - - 1111 October 23, 2024 23 NEI PER PLAN l'ODE A !NSfA I I NEW' ELEG'f I A I PANEL N PER ELEV.384.0000' 4 � 0 2141 81 24. EXISTING SIDING TO REMAIN. 25. REMOVE EXISTING DECKING AND DECK ELEMENTS. 6'-8" 7 7 WNDW ELEV. 382.0000' II I II Scale: I /4 = I -0 HDR 26. ADD NEW DECK AND/OR COVERED DECK 27. REMOVE EXISTING PAD AT THE MAN DOOR OUT OF THE GARAGE. ELEV. 380.0000' I E. SUBLFR.0 -_1----- Reserve for the Building Department 28. REMOVE EXISTING PORCH STOOP. ," ELEV. 378.0000' - - - E. FIN. GRD. 29. ADD NEW PORCH. - - - - - - - - - - - - - -I ELEV. 3 76.0000' � 30. GENERAL CONCTRATOR TO SECURE ALL REQUIRED PROJECT PERMITS. ELEV. 3 74.0000' ® Exterior Elevation, Back View: As -Built Scale: 114" C VE -o T stia6h'sfied 1992 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Beffevue, WX 98004-3045 206-619-3995 creativecomfort7@gmail. com NFtlRWR AI B D. d- O O� o 0 o I' o m • �°' o '� rev w O v QJ V � O ao �C bn N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jursdiction: City of Edmonds Building Code: I. R.C. 2021 SU ff/,26/20141 CITY OF EDMOr I D DEVELOPME Project E0RMqM®EPAR T -ME N Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property Is the sole property of CREATIVE COMFORT. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from ,lit.11111 , I'll OR I. Version: I_R-3 Sheet Number A-1.1 O EXTERIOR ELEVATION SCHEDULE I,� Description Material I SIDING MATCH WITH EXISTING 2 CORNER TRIM 2x4 x 2x3 RIPPED TO 2" 3 POST 6x6, PAINTED 4 BEAMS PER PLAN, PAINTED 5 GABLE FASCIA 2x6 6 EAVE FASCIA 2x6 7 ROOFING COMPOSITION 8 GUTTER 4" METAL, K STYLE 9 DOWN SPOUT 20 METAL 10 ENTRY DOOR WOOD W/ GLASS, STAINED I I BACK DOOR FIBERGLASS W/ GLASS 12 DOOR TRIM 2x4 13 WINDOWS WHITE VINYL, LOW E, 14 WINDOW TRIM 2x4 15 SKYLIGHT WHITE VINYL, LOW E, 16 BASE TRIM W/ FLASHING N8 17 DECK SURFACES TREX DECKING IS PORCH SURFACES TREX DECKING 19 SIDEWALK & STEPS CONCR. SLAB, BROOM TEXTURE 20 DRIVEWAY PAD CONCR. SLAB, W/ BROOM TEXTURE 21 ALL MODIFICATIONS OF DESCRIPTION AND/OR MATERIAL TO THE EXTERIOR ELEVATION SCHEDULE REQUIRES HOME OWNER'S WRITTEN APPROVAL PROIR TO ORDERING. GENERAL CONTRACT TO HAVE THE HOME OWNER TO SELECT COLOR OF ALL MATERIALS. Detail Tag Legend DETAIL NUMBER MS3. SHEET NUMBER ARCHITECTURAL DETAIL NUMBER I SHEET NUMBER $-2.1 STRUCTURAL ENGIMEER DETAIL NUMBER rKl� SHEET NUMBER AS-5.1 TJI MFG ELEV. 404.0000' ELEV. 003.0000' ELEV. 402.0000' ELEV. 400.0000' ELEV. 398.0000' ELEV. 396.0000' ELEV. 394.0000' ELEV. 392.0000' ELEV. 390.0000' ELEV. 388.0000' ELEV. 386.0000' ELEV. 3 84.0000' ELEV. 382.0000' ELEV. 380.0000' AVG BASE ELEV. 378.0000' ELEV. 376.0000' ELEV. 374.0000' ELEV. 404.0000' ELEV. 403.0000' ELEV. 402.0000' ELEV. 400.0000' ELEV. 398.0000' ELEV. 396.0000' 25, ELEV. 394.0000' ELEV. 392.0000' ELEV. 390.0000' 13'-8 114" ELEV. 388.0000' >_ 11" ELEV. 386.0000' - - - - - 1'-6" ELEV. 384.0000' 7'-7" WNDW ELEV. 382.0000' 8'-9 112" HDR ELEV. 380.0000' E. SUBLFR. AVG GRADE 1 -0112 ELEV. 378.0000' E. FIN. GRD. ELEV. 376.0000' ELEV. 374.0000' II 7 C-C A-5.3 B-B A -A A.1 A-5.3 A-5.2 A-5.1 E 13 13 S-2.1 S-2.1 12 A-5.1 AA3 15 3 5'-6" A A 5. 3 AS-4.2 SIM SIM 044.2 PT 6x6 POST & 6X BM PER PLAN :�=7 APV4 EA SIDE OFT E 6x6 POST APV4 EA SIDE OF THE 4x4 POST PT 4x8 W/ HUC46 A EA END � fili i 11■ II 11■ 1 11■ 1 11■ 1 11■ 1 11■ 1 11■ 1 11■ 1 Ii_.__!,!!_!_!,_ 1 11■ 1 11■ 1 11■ 1 11■ 1 11■ 1 11■ 1 11■ 1 11■ 111 �� 11■ . 111` 1 I IIIIII■IIIIII IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■III 1 �_ ` IIIYIiIYll�li I■IIIII■IIIII■IIIII■IIIIIIIIIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■II ■ ■iiiiii�l.� 111■IIIII■IIIII■IIIII■I111 ■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■I111 I■IIIIII muuui■uu■umn�u u■unuuuuuui■uuunuuuuinu�i■nuuuuuuui■uuuuuuuui■unuu � 1 �inin 11'-8 112" N. STEM WALL & FOOTING 10'-9" 39'-3 " 10 5 5 aj $-2.1 AS-3.1 O AS-3.1 10'-91, I 15'-3 " I 24' JJ1Front Exterior Elevation, East View: As -Built & Addition MAX HEIGHT SIM SIM [)]I Right Exterior Elevation, North View: As -Built & Addition 1'-6 3" 13'-9 314" Scale: 114" ELEV. 390.0000' ELEV. 388.0000' ELEV. 386.0000' ELEV. 384.0000' ELEV. 383.0000' ELEV. 382.0000' ELEV. 380.0000' ELEV. 379.04 17' ADE ELEV. 378.0000' ELEV. 376.0000' Revision 2 October 23, 2024 Revision 3 Novembe 25, 2024 0 21 41 81 Scale: 1 /4" = 1'-0" Scale: 114" <> Project Notes A. THE PROJECT WILL BE REMODELING THE MAIN FLOOR, ADD A MASTER SUITE, CONVERT THE GARAGE INTO CONDITION SPACE. B. REFER TO THE PLANS FOR SPECIIFCATIONS AND ADJUSTMENT TO THE FLOOR PLANS. C. REFER TO THE PROJECT SQUARE FOOTAGE SUMMARY FOR SQUARE FOOTAGES PER CLASSIFICTION OF SPACE. D. THE AS -BUILT SQUARE FOOTAGES IS BASED UPON FIELD MEASURES OF THE EXISTING STRUCTURE. E. GENERAL CONTRACTOR TO VERIFY MEASURES AND ALL ON SITE CONDITION OF EXISTING AND ADDITION PLANS. F. ADJUSTMENTS TO THE BUILDING ELEMENTS IS NOTES PER THE PLAN. <> Main Floor Architectural Notes I . SHEETS "S" VERIFY ALL DIMENSIONS, MATERIAL AND SITE CONDITIONS. 2. DIMENSIONS ARE FROM FRAMING SURFACE TO FRAMING SURFACE. DOORS AND WINDOWS ARE CENTERED DIMENSION OF THE OPENING. 3. IF QUESTIONS ARISE CONTACT CREATIVE COMFORT FOR SOLUTIONS BEFORE PROCEEDING OR THE RESPONSIBILITY OF THE DECISION IS ALL YOURS TO INCLUDE ALL CAUSE AND AFFECT. 4. REFER TO A-3. I FOR EXISTING AS -BUILT PLAN AND INFORMATION. 5. REFER TO THE GENERAL NOTE SHEETS A-0.1, A-0.2, A-0.5 THROUGH A-0.9 6. REFER TO SHEETS A-0.3 DOOR & WINDOW SCHEDULES AND A-0.4 FOR ENERGY SPECIFICATIONS. 7. REFER TO "AS" SHEETS FOR FRAMING SPECIFICATIONS. REFER TO "S" SHEETS FOR STRUCTURAL ENGINEER'S SHEETS FOR FOUNDATION AND LATERAL SPECIFICATIONS. S. EXISTING FURNACE REMAINS WITH MINI-SPILTS WITH HEATPUMPS FOR THE ADDITION. INSTALL BY MECHANICAL SUBCONTRACTOR. 9. REFER TO SHEET E-1.1 FOR SMOKE / CARBON MONOXIDE DETECTORS AND FANS. 9.1. NEW EXTERIOR DOORS PER EXTERRIOR DOOR SCHEDULE 9.2. INTERIOR TRIM: x 3 10. INTERIOR DOORS SPECIFICATIONS: 10.1. DOOR SET: 10.1.1. TYPICAL: 4-112" FROM INSIDE CORNER, UNO 10.1. STYLE: 6 PANEL 10.2. TRIM: I x 3 11. WINDOWS SPECIFICATIONS: 11.1. MANUFACTURE: MILGARD 112 STYLE: TRINSIC 11.3. FRAME COLOR: WHITEGLASS: LOW-E 11.4. INTERIOR TRIM: 11.4.1. HEADER: I x3 11.4.2. JAMB: 10 11.4.3. SILL: I x3 12. WALL 8 CEILING DRYWALL: 12.1. TEXTURE LIGHT ORANGE PEEL 12.2. CORNERS:90' 13. INTERIOR TRIM: 13.1. CROWN:TBD 13.2. BASE: PAINTED I x6 14. CABINETRY: 14.1. TYPE: SHAKER 14.2. FINISH: PAINT 14.3. KNOBS AND PULLS: PER HOME OWNER 14.4. HARDWARE FINISH: STAIN NICKEL 14.5. CROWN: TBD 15. CLOSET ROD AND SHELF, ORGANIZE SYSTEM 16. STAIRCASE: 16.1. STAIRCASE RISER: 6-7/8" 16.2. STAIRCASE INSTALLED PER IRC. 17. CABINETRY BAR MARKS IN THE FLOOR PLAN MARKS THE CABINET LOCATION. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL SPECIFICATIONS AND INFORMATION 18. CABINET DIMENSIONS IN INCHES IS FROM GWB TO GWB OR DOOR TRIM. Reserve for the Building Department C VL O T stiahfi'shed 1992 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Beffevue, W,4 98004-3045 . . 206-619-3995 creativecomfort7@gmaii.com AI B D. 0 E V 0 � 'Tz� o o i •� • � 0 u U � .. w �. o 0 � v N •O ao 0 = [� O Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jursdiction: City of Edmonds Building Code: I. R.C. 2021 SU ff/�26/20141 CITY OF EDMO D DEVELOPME Project CRMgM®EPAR T M N Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property Is the sole property of CREATIVE COMFORT. No par' pa of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from (R1l 1IvE COMFORT. Version: I R-3 Sheet Number A-1.2 O EXTERIOR ELEVATION SCHEDULE Description Material I SIDING MATCH WITH EXISTING 2 CORNER TRIM 2x4 x 2x3 RIPPED TO 2" 3 POST 6x6, PAINTED 4 BEAMS PER PLAN, PAINTED 5 GABLE FASCIA 2x6 6 EAVE FASCIA 2x6 7 ROOFING COMPOSITION 8 GUTTER 4" METAL, K STYLE 9 DOWN SPOUT 20 METAL 10 ENTRY DOOR WOOD W/ GLASS, STAINED I I BACK DOOR FIBERGLASS W/ GLASS 12 DOOR TRIM 2x4 13 WINDOWS WHITE VINYL, LOW E, 14 WINDOW TRIM 2x4 15 SKYLIGHT WHITE VINYL, LOW E, 16 BASE TRIM W/ FLASHING N8 17 DECK SURFACES TREX DECKING IS PORCH SURFACES TREX DECKING 19 SIDEWALK 8 STEPS CONCR. SLAB, BROOM TEXTURE 20 DRIVEWAY PAD CONCR. SLAB, W/ BROOM TEXTURE 21 ALL MODIFICATIONS OF DESCRIPTION AND/OR MATERIAL TO THE EXTERIOR ELEVATION SCHEDULE REQUIRES HOME OWNER'S WRITTEN APPROVAL PROIR TO ORDERING. GENERAL CONTRACT TO HAVE THE HOME OWNER TO SELECT COLOR OF ALL MATERIALS. Detail Tag Legend 13'. �ELE,.404.000, <> Project Notes ELEV. 400.0000' I 25' ELEV. 396.0000' ELEV. 394.0000' ELEV. 392.0000' ELEV. 390.0000' ELEV. 388.0000' 11 " � ELEV. 386.0000' ELEV. 384.0000' 6'-8" 7,-7„ WNDW ELEV. 382.0000' HEIR ELEV. 380.0000' 1'-O 1/2" AVG GRADE - - ELEV. 378.0000' ELEV. 3 76.0000' ELEV. 374.0000' A. THE PROJECT WILL BE REMODELING THE MAIN FLOOR, ADD A MASTER SUITE, CONVERT THE GARAGE INTO CONDITION SPACE. B. REFER TO THE PLANS FOR SPECIIFCATIONS AND ADJUSTMENT TO THE FLOOR PLANS. C. REFER TO THE PROJECT SQUARE FOOTAGE SUMMARY FOR SQUARE FOOTAGES PER CLASSIFICTION OF SPACE. D. THE AS -BUILT SQUARE FOOTAGES IS BASED UPON FIELD MEASURES OF THE EXISTING STRUCTURE. E. GENERAL CONTRACTOR TO VERIFY MEASURES AND ALL ON SITE CONDITION OF EXISTING AND ADDITION PLANS. F. ADJUSTMENTS TO THE BUILDING ELEMENTS IS NOTES PER THE PLAN. <> Main Floor Architectural Notes I . SHEETS 'IS" VERIFY ALL DIMENSIONS, MATERIAL AND SITE CONDITIONS. 2. DIMENSIONS ARE FROM FRAMING SURFACE TO FRAMING SURFACE. DOORS AND WINDOWS ARE CENTERED DIMENSION OF THE OPENING. 3. IF QUESTIONS ARISE CONTACT CREATIVE COMFORT FOR SOLUTIONS BEFORE PROCEEDING OR THE RESPONSIBILITY OF THE DECISION IS ALL YOURS TO INCLUDE ALL CAUSE AND AFFECT. 4. REFER TO A-3.1 FOR EXISTING AS -BUILT PLAN AND INFORMATION. 5. REFER TO THE GENERAL NOTE SHEETS A-0.1, A-0.2, A-0.5 THROUGH A-0.9 6. REFER TO SHEETS A-0.3 DOOR & WINDOW SCHEDULES AND A-0.4 FOR ENERGY SPECIFICATIONS. 7. REFER TO "AS" SHEETS FOR FRAMING SPECIFICATIONS. REFER TO 'IS" SHEETS FOR STRUCTURAL ENGINEER'S SHEETS FOR FOUNDATION AND LATERAL SPECIFICATIONS. 7-1 1/G J -1V 1/G I ID I DETAIL NUMBER 3 1 S. EXISTING FURNACE REMAINS WITH MINI-SPILTS WITH HEATPUMPS SHEET NUMBER AS-3.1 ARCHITECTURAL 24 26 FOR THE ADDITION. INSTALL BY MECHANICAL SUBCONTRACTOR. oil DETAIL NUMBER I SHEET NUMBER S-2.1 DETAIL NUMBERrH- I SHEET NUMBER AS-5.1 STRUCTURAL ENGIMEER TJI MFG ELEV. 404.0000' MAX HEIGHT ELEV. 402.0000' 11 Back Exterior Elevation, West View: As -Built & Addition ELEV. 403.0000' S0' SIM I Scale: 114" 9. REFER TO SHEET E-1.1 FOR SMOKE / CARBON MONOXIDE DETECTORS AND FANS. 9.1. NEW EXTERIOR DOORS PER EXTERRIOR DOOR SCHEDULE 9.2. INTERIOR TRIM: x 3 10. INTERIOR DOORS SPECIFICATIONS: 10.1. DOOR SET: 10.1.1. TYPICAL: 4-112" FROM INSIDE CORNER, UNO 10.1. STYLE: 6 PANEL 10.2. TRIM: I x 3 11. WINDOWS SPECIFICATIONS: 11.1. MANUFACTURE: MILGARD 112 STYLE: TRINSIC 11.3. FRAME COLOR: WHITEGLASS: LOW-E 11.4. INTERIOR TRIM: 11.4.1. HEADER: I x3 11.4.2. JAMB: 10 11.4.3. SILL: I x3 12. WALL & CEILING DRYWALL: 12.1. TEXTURE LIGHT ORANGE PEEL 12.2. CORNERS:90' 13. INTERIOR TRIM: 13.1. CROWN:TBD 13.2. BASE: PAINTED I x6 i I SiM 14. CABINETRY: ELEV. 392.0000' i I ELEV. 392.0000' 14.1. TYPE: SHAKER I 12 14.2. FINISH: PAINT - 4 14.3. KNOBS AND PULLS: PER HOME OWNER ELEV. 390.0000' ELEV. 390.0000' 14.4. HARDWARE FINISH: STAIN NICKEL r.- _� 14.5. CROWN: TBD ELEV. 388.0000' 111111 I I N. PLT ELEV. 388.0000' 15. CLOSET ROD AND SHELF, ORGANIZE SYSTEM �`• N. PLT I I - - - - ELI1 - 11 ELEV. 386.0000' 16. STAIRCASE: 16.1. STAIRCASE RISER: 6-7/8" 6-8" l______ - 16.2. STAIRCASE INSTALLED PER IRC. fLfu�384.0000' 7' 7„ WNDW17. HDR El 9, ELE�.384.0000'6'-8" CABINETRY BAR MARKS IN THE FLOOR PLAN MARKS THE CABINET ELEV. 383.0000' 12 7,-7„ LOCATION. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL ELEV. 382.0000' a 2.75 WNDW ELEV. 382.0000' SPECIFICATIONS AND INFORMATION `--� ELEV. 381 =000:,>!�� 18. CABINET DIMENSIONS IN INCHES IS FROM GWB TO GWB OR DOOR ELEV. 380.0000' ELEV. 379.0417' `� SUBLFR. LLLVN. E. SUBLFR. _ ELEV. 380.0000' TRIM. AVG BASE 1'-01/2 1'-0 /2" AVG GRADE ELEV. 378.0000' E. FIN. GRD. - _ 1 1/2„ - - E. FIN. GRD. - ELEV. 378.0000' ELEV. 376.0000' 6„ 5, �'-6„ 3" 6„ 3 ELEV.376.0000' 21'-6" 00 24' AS 5.4 ELEV. 374.0000' [� I Left Exterior Elevation, Soth View: As -Built 6 Addition Revision 2 October 23, 2024 Revision 3 Novembe 25, 2024 0 21 41 81 Scale: 1 /4" = I'-0" Scale: 114" Reserve for the Building Department L C*OT stiahfi'shed 1992 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Beffevue, W,4 98004-3045 . . 206-619-3995 creativecomfort7@gmaii.com All B D'Tz� O O O � o V � 1 _Z' o p� v ° • Oo '� cn ,O U rn rn .. A w �. ry o Ov u Zt O N �w V � O � N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jursdiction: City of Edmonds Building Code: I. R.C. 2021 4SU �,*�ff/,26/20141 CITY OF EDMO D DEVELOPME Project E0RMqM®EPAR T ME N Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property Is the sole property of CREATIVE COMFORT. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems Without permission in Writing from (Ril IIVE COMFORT. Version: I R-3 Sheet Number A-1.3 0 Demolition and Remodeling Notes 0 Foundation Notes: Architectural C -C A-5.3 B - B A-5.2 A - A A-5.1 I . ADJUSTMENTS TO THE BUILDING ELEMENTS IS NOTES PER THE PLAN. I . CONSTRUCT ALL BUILDING ELEMENTS AND ASPECTS OF THE BUILDING PER CURRENT INTERNATIONAL RESIDENCTIAL CODE 2. BUILDING ELEMENTS BEING REMOVED TO BE DISPOSED OF BY CITY FURTHER INDENTIFIED AS I.R.C.. REQUIREMENTS. - - - - - - - - - - - - - - - - - 50' - - - - - - - - - - - - - - - - - - - - �► 2. INFORMATION IN THIS PLAN IS ARCHITECTURAL IN PURPOSE. 3. BUILDING ELEMENTS BEING REMOVED ON THE EPA LIST TO BE 10'-9" 15'-3" 24' TESTED AND DISPOSED OF PER EPA REQUIREMENTS. 3. REFER TO THE STRUCTURAL SHEETS FOR CONSTRUCT OF THE BUILDING ELEMENTS TO BE CONSTRUCTED PER CURENT IRC AND 4. EXTERIOR DOORS AND EXISTING WINDOWS TO BE REMOVED OR UPGRADES. REFER TO THE AS -BUILT / REMODEL PLAN FOR NEW UI O O 4 PER STRUCTURAL ENGINEER INFORMATION IN THE STRUCTURAL SHEETS LABELD AS "S". STRUCTURAL BUILDING ELEMENTS IN THE DOOR AND WINDOW SPECIFICATION. REFER TO DOOR & WINDOW PLAN IS CLARITY OF THE FULL ASPECT AS IT APPLIES TO THE SCHEDULES FOR SIZES AND SPECIFICATIONS. BUILDING AND ITEM ASSOICATED WITH THE PROJECT. 4'4" 5,-6„ 8'-8 „ 5. AS -BUILT PLANS DEVELOPMED FROM ON -SITE MEASURING. 4. EXSITING BUILDING ELEMENTS NOTED IS BASED UPON ON SITE MEASURING AND VERIFICATION. AS BUILT PLANS APPROVEDED BY 6. THE PERMITTED PLANS TO REMAIN ON SITE DURING CONSTRUCTION. GENERAL CONTRACTOR. 7. EXISTING 2x WALLS TO BE REMOVED. 5. CONSTRUCT OF NEW FOUNDATION TO BE CROSS REFERENCED WITH THE SITE PLAN. 8. EXISTING HEATING SYSTEM TO BE REMOVED. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING INFORMATION 9. EXISTING WATER HEATER TO BE UPGRADED TO A TANKLESS WH. AND BUILDING ELEMENTS TO INCLUDE SOIL BEARING. DIFERENCES TO BE NOTED AND FORWARD TO CREATIVE COMFORT IN WRITTEN 10. EXISTING APPLIANCE TO BE REMOVED. FORMAT. NON -REPORTED INFORMATION TO CREATIVE COMFORT 11. EXISTING PLUMBING FIXTURES TO BE REMOVED. - O O IMPACT UPON THE ASPECTS OF THE BUILDING TO INCLUDE CAUSE AND AFFECT IS UPON THE SUBCONTRACTOR AND/OR GENERAL CONTRACTOR. 12. EXISTING WATER LINES TO BE REMOVED OR UPGRADED PER THE REMODELING. 7. AS -BUILT MEASUREMENTS IS BASED UPON ON SITE 5'_611 MEASUREMENTS. 13. EXISTING WASTE LINE TO BE UPGRADED, VERIFY. S. STEP FOUNDATION WALL AND FOOTINGS PER SITE CONDITION. 14. EXISTING BATHROOM FIXTURES TO BE REMOVED. OO REFERENCE EXTERIOR ELEVATIONS AND BUILDING SECTION FOR ADDITIONAL INFORMATION ND SPECIFICATIONS. 15. EXISTING WALLS SURFACE AND INSULATIONS TO BE REMOVED. 2'-6" 3'-6" 9. REFER TO THE AS-2.1 FOR ADDITION INFORMATION AND 16. EXISTING VERTICAL SPLICED STUDS TO BE REPLACE WITH FULL SPECIFICATIONS LENGTH STUDS FOR SILL TO TOP PLATE. © © 10. EXISTING WASTE LINE LOCATION TO BE FIELD VERIFIED. 17. EXISTING FLOOR TILE ON THE MAIN FLOOR TO BE REMOVED AND DISPOSED. REFER TO NOTES 2 AND 3 FOR ADDITIONAL 21 -6 11. ENERGY CODE APPLICATION TO THE BUILDING IS UPON THE INFORMATION. 21'-6" GENERAL CONTRACTOR TO IMPLEMENT. 18. EXISTING MASONRY FIREPLACE TO BE REMOVED FROM ABOVE THE 13'-6" F_ 19. SUBFLOOR AND FTG TO REMAIN. EXISTING ROOF INSULATION TO BE REMOVED AND CLEAN 12 6 Foundation Legend INSULATION INSTALLED TO THE R VALUED REMOVED E - E E - E EXISTING 2x4 DECKING, A-5.5 2x8 FRAMING, 2x BEAMS �5- 20. EXISTING ROOF FRAMING TO BE REMOVED. 6 AND CONC. FTGS (REMOVE) 6 21. EXISTING ELECTRICAL WIRING: UPGRADED IF NECCASSRY. L_r__l � E. CP ACCESS WELL 22. EXISTING ELECTRICAL PANEL: ADD ADDITIONAL BREAKERS. 2 E. CONC1. PAD 1► 23. !NSfALL NEW ELEGfRIGAL PANEL PER PLAN PER CODE. (REMOV�) (REMOVE) � Q Ov �•.�'.� T -.. .. � .�. •-�' ;r:.a.:. ....� B W 24. EXISTING SIDING TO REMAIN. 2 E. CP ACCESS � FTG DRN - - - - - - - - LINE �� • .,. ' . 25. REMOVE EXISTING DECKING AND DECK ELEMENTS. F.. ] I:�'1 I:1 SITE VERIFY 26. ADD NEW DECK AND/OR COVERED DECK �' - 10'-91, I.11 - - - 39'-3" A E. FOUNDATION STEM WALL CONTINUOUS FOOTING 27. REMOVE EXISTING PAD AT THE MAN DOOR OUT OF THE GARAGE. E. CRAWLSPACE VENTS 28. REMOVE EXISTING PORCH STOOP. LOCATED IN THE RIM JOIST. 24' wrl � 29. ADD NEW PORCH. : - E. 2x8 AT 16" O.C. :;. a 30. GENERAL CONCTRATOR TO SECURE ALL REQUIRED PROJECT PERMITS. 45'-6" I ° CMU MASONRY FIREPLACE REMOVED z _ , - - - - - - - - - -� - - - - - - - - - o t9 I:i1 /� rr �r-_, ABOVE SUBF�.� r_ r _ - _ J r- m DRN LINE FOUNDATION STEM WALL & CONTINUOUS FOOTING I:'1 r-_, r_-, t..1 = I xl - � I I �' .� FDN. W/ CP ACCESS Z I ,1 L--J(1) 2x8 L-- (1) 2x8 L--J (2) 2x8 �E. MECHJ `---J (2) 2x8 `---J (2) 2x8 `---J (2) 2x8 DEVICE EXISTING i5f,- BEAMS, POST AND FTG TO BE REOVED I�!1 I ;� JREMOVEJ 24' I.1 A-5.4 11 D-D �5.4 E. 2x8 AT 16" O.C. :�I 7' I•'!. i E. CP ACCESS : L... �':77, 10" N. FTG DRNG E. CP LCESS ARE DIMENSION LEGEND UPGRADE CP WELL TO CURRENT I.R.C. REQUIREMENTS 7 6" NEW BLDG ELEMENTS E. FLOOR LEGEND I EXISTING BLDG ELEMENTS 4'-4" I 5'-6„ Reserve for the Building Department O O EXISTING RESIDENCE 10'-9" ---------------- 39'-3" - - - - - - Revision 2 October 23, 2024 50' EXISTING GARAGE C- C B- B A- A 0 21 41 81 CONVERTED INTO RESIDENTIAL SPACE A-5.3 A-5.2 A-5. Scale: I /4" = I'-0" C� VE stia6Cished 1992 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Beffevue, WA 98004-3045 206-619-3995 creativecomfort7@gmail. com MF.tlRF.R A_I B D. O 0 � U 0 o o 0 U Qv ,�a cn M ry o V ►� 0 4 O do N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 SUN 1 i16/20141 CITY OF EDMO Project C0DgWR8DPME D T 111 N Designer: Vernon May 3, 2024 Client: Mr. 6 Mrs. Hoff July 15, 2024 Design Issued: July 9, 2024 Bid Issued: May 16, 2024 Structural Issued: July 10, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of-, iw. c .�,on �c i . No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from CRIB 1111 10111 OR I. Version: I R-3 Sheet Number A-2.1 0 Foundation Notes: Architectural C -C B - B A - A A-5.3 A-5.2 A-5.1 I . CONSTRUCT ALL BUILDING ELEMENTS AND ASPECTS OF THE BUILDING PER CURRENT INTERNATIONAL RESIDENCTIAL CODE FURTHER INDENTIFIED AS I.R.C.. 50' DIMENSION LEGEND BEARING LOAD SYMBOLS � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _� 2. INFORMATION IN THIS PLAN IS ARCHITECTURAL IN PURPOSE. 10'-9" 15'-3" 24' 7'-6" 3. REFER TO THE STRUCTURAL SHEETS FOR CONSTRUCT OF THE CONCENTRATED LOAD FROM BUILDING ELEMENTS TO BE CONSTRUCTED PER CURENT IRC AND ABOVE NEW BLDG ELEMENTS ® DEL STUD O O O 4 PER STRUCTURAL ENGINEER INFORMATION IN THE STRUCTURAL SHEETS LABELD AS "S". STRUCTURAL BUILDING ELEMENTS IN THE 7'-611 PLAN IS CLARITY OF THE FULL ASPECT AS IT APPLIES TO THE ® TRIPLE STUDS 10' 6' 8' BUILDING AND ITEM ASSOICATED WITH THE PROJECT. ® 4x4 POST 4,_4„ 51.611 _ � EXISTING BLDG ELEMENTS � 4. EXSITING BUILDING ELEMENTS NOTED IS BASED UPON ON SITE ® 4x6 POST 3 MEASURING AND VERIFICATION. AS BUILT PLANS APPROVEDED BY ® 6x6 POST A-5.1 GENERAL CONTRACTOR. 6x6 POST, FULL HEIGHT PLATE LOT LINE STAKES MUST TO FOUNDATION / FOOTING R6' 5. CONSTRUCT OF NEW FOUNDATION TO BE CROSS REFERENCED SfEEE — — — BE IN PLACE AT T 1111 I � 11 WITH THE SITE PLAN. I FDN JV �Ual wa 3/11'-9 1/4 L 1 3/4" TIME OF FOUNDATION k y 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING INFORMATION 26' DRYWL (Deck -INSPECTION AND BUILDING ELEMENTS TO INCLUDE SOIL BEARING. DIFERENCES TO BE NOTED AND FORWARD TO CREATIVE COMFORT IN WRITTEN 1 1/2 " 6' 6' 1 11 61 21 2� N. F G DRNG FORMAT. NON -REPORTED INFORMATION TO CREATIVE COMFORT - - - - - - - - - - - - - - - - - - - - - - - - IMPACT UPON THE ASPECTS OF THE BUILDING TO INCLUDE CAUSE AND AFFECT IS UPON THE SUBCONTRACTOR AND/OR GENERAL E O R3' I p - - - - - -4 ---- � p 12'-9" 3' 10'-3" 3' 1 � 3 2 " 4'- I 1 4.6 l \ 7. AS -BUILT MEASUREMENTS IS BASED UPON ON SITE MEASUREMENTS. 51-611 5' 4" II zi�I / � \ 1 1 2 S. STEP FOUNDATION WALL AND FOOTINGS PER SITE CONDITION. l I I I I O— _ _ = I 2 I 1 O REFERENCE EXTERIOR ELEVATIONS AND BUILDING SECTION FOR ADDITIONAL INFORMATION ND SPECIFICATIONS. 2 6 1 1/2 I 1 I I 9. REFER TO THE AS-2.1 FOR ADDITION INFORMATION AND 3'-6" 7'-6 1/2" 8 - 11 1 81 -6" 32 -2 11/16 I 1 2 SPECIFICATIONS ___ __ I I 1 © © 10. EXISTING WASTE LINE LOCATION TO BE FIELD VERIFIED. DS 8 M-L-1J Ck 1 A 5.5 I I 11. ENERGY CODE APPLICATION TO THE BUILDING IS UPON THE 21'-6" 5'-2 1/4" i 21'-6" ®® 1 i GENERAL CONTRACTOR TO IMPLEMENT. 13'-6" — — — — — — — — — — — i� 4 12 -6 f.DZ I I X. Crawlspace � 1 E -E o l l 8,_6" 1 1 E -E A-5.5 N. Cove d-Deck 6 MIL BLACK LL I 1 I I I A-5.5 VP BARRIER z 1 I I I 11 6 MIL BLACK 7'-8 1/4 1 I VP BARRIER 3 I 1 4'-9" 6' Foundation Legend N. FTG DRNG I i A-5.1 i I CONC. PAD FOR 1 II 1 MACH" EQUIP., PAD SIZE PER —a— _F1, i_,E I:— 6"F I 2 1 1 MFG SPECS. —Dd 1 Da M 7 7T . ... T rT I E. CPACCESS I 11'-8 1/21, I. I•rl �� FTG DRN LINE °• '��'�'•' 4' + SITE VERIFY - - - - - - - - 6 MIL BLACK E. CrawCspace \ VP BARRIER I I' l I : E. FOUNDATION STEM WALL CONTINUOUS FOOTING :'. 24' F_ - - 28,I�' 45'-6" 1 5' S' 5' S' S' 4'-8" 2 I� �V. Cond-fiction r . — — — , II Space t.. ��==1� ==I ==��__ =�_ — _ = _� I.:. Cd LLt� a -�- -- L--1 L--1 L--1 11 L_J I:. 1 Air -.� FTG F�;; . —-------�q DRN LINE 24' FOUNDATION STEM WALL & CONTINUOUS FOOTING FDN. W/ CP ACCESS ;J.1--1 F 11'-101/2" I A A�5.4 � �5.4 7' E. GAS FURTJ � 18'-61/2" 7' r 11'-9 1/4" " - _ _ - - 7777. 77, FTG DRN LINE �I I 7' kl - - - - - - - - 1A E. ACCESS �' FOUNDATION STEM WALL CONTINUOUS FOOTING +. • .., fir.. .qy � ��n.'�r � � ..T �� ..�r � � � �� •... .7. �®QDS 8 N. STEM 6 WALL AND E. CP I 11 I Frl� QtD x 6" FTGLOESS ARE QQa`12" UPGRADE CP ACCESS TO CURRANT I.R.C. STANDARDS v, 59V PO tch 6'-10 1/2" 30'-3 5/8" E. SidewaCk 9 10'-8 3/8" TG DRN LINE - - - - - - - - - o FOUNDATION STEM WALL & CONTINUOUS FOOTING E. FLOOR LEGEND REFER TO AS- 1.1 AND AS-1.2 FOR W/ CP VENT ADDITIONAL INFORMATION 4'-4" I 5'-611 o Reserve for the Building Department O O ® Revision 2 EXISTING RESIDENCE October 23, 2024 — 10'-91, 39'-3" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Revision Novembe 25, 2024 50' EXISTING GARAGE C- C B- B A- A 0 21 41 81 CONVERTED INTO RESIDENTIAL SPACE A-5.3 A-5.2 A-5. Scale: 1 /4" = P-0" C� VE ��O T stia6Cished 199Z Precession & Grace Transforms Dreams into Reality 1611116th,4venue Northeast Suite 224 Beffevue, W,4 98004-3045 206-619-3995 creativecomfort7@gmaiL com MF.tlRF.R AI B D. o ry 0 0 m � V i o v � u � U to M x N d- � o y Zt ton C4 G1C 0 N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 SUN 1 i26/20141 CITY OF EDMOI Project C0DqWR8DPMEP IDE T N Designer: Vernon May 3, 2024 Client: Mr. 6 Mrs. Hoff July 15, 2024 Design Issued: July 9, 2024 Bid Issued: May 16, 2024 Structural Issued: July 10, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of aei � i i\ — i . No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from rite n nvt. 101110K1, Version: I R-3 Sheet Number A-2.2 PROJECT SQUARE FOOTAGE SUMMARY <> Project Scope of Fork RESIDENCE EXISTING REMOVE ADDITION TOTAL REMODEL MAIN FLOOR 942 0 516 1,458 942 C -C B - B A - A A. THE SCOOE OF THE PROJECT: GARAGE CONVERTED SPACE A.A. REMODELING THE MAIN FLOOR CONVERTED SPACE 0 258 258 A.B. ADD A MASTER SUITE GARAGE 258 -258 0 t 50 A.C. CONVERT THE GARAGE INTO CONDITION SPACE. SUBTOTAL BUILDING 1,200 -258 774 1,716 - - - - - - A.D. REPLACE THE ROOF FRAMING. COVERED PORCH 0 61 61 I I B. REFER TO THE PLANS FOR SPECIFICATIONS, REMODELING AND COVERED DECK 0 138 13S I I ADJUSTMENT TO THE PLANS. TOTAL BUILDING 0 0 199 199 . O O ® C. PROJECT SQUARE FOOTAGE IS PER CLASSIFICTION OF SPACE. DECK 105 -105 247 247 D. THE AS -BUILT SQUARE FOOTAGES IS BASED UPON FIELD MEASURES OF 4'-4" 5'-6" 8'-8" THE EXISTING STRUCTURE. * ADDITION TOTAL INCLUDES THE CONVERTED SPACE E. GENERAL CONTRACTOR TO VERIFY MEASURES AND ALL ON SITE CONDITION OF EXISTING AND ADDITION PLANS, F. ADJUSTMENTS TO THE BUILDING ELEMENTS IS NOTES PER THE PLAN. <> Main Floor Architectural Notes LIST OF REMOVED WALLS ORGINAL LIST REV-2 LIST REV-2 LIST I. CURRENT BUILDING CODE: 2021 I.R.C. 5.0000 5.0000 5.5417 2. VERIFY ALL DIMENSIONS AND MATERIAL CONDITIONS IN THE 2.1250 2.4792 1.0000 Z� 0 Demolition and Remodeling Notes FIELD. O 3.2917 2.0000 2.5833 O 3. DIMENSIONS IN THE PLANS ARE FROM FRAMING SURFACE TO 13.0000 0.6667 3.2708 I. ADJUSTMENTS TO THE BUILDING ELEMENTS IS NOTES PER THE PLAN. FRAMING SURFACE. DOORS AND WINDOWS ARE CENTERED I 13.4167 2.0000 10.3438 2. BUILDING ELEMENTS BEING REMOVED TO BE DISPOSED OF BY CITY DIMENSION OF THE OPENING. TOTAL 23.4167 2.7396 0.6094 REQUIREMENTS. 4. SHOULD ANY QUESTIONS ARISE CONTACT CREATIVE COMFORT FOR WRITTEN SOLUTIONS BEFORE PROCEEDING OR THE I 2.6250 10.4167 6.2500 7.0833 3. BUILDING ELEMENTS BEING REMOVED ON THE EPA LIST TO BE RESPONSIBILITY OF THE DECISION IS ALL YOURS TO INCLUDE ALL COST ASSOCIATED WITH CAUSE AND AFFECT. OD 3.20831O TESTED AND DISPOSED OF PER EPA REQUIREMENTS. TOTAL 26.9688 TOTAL 40.8489 4. EXTERIOR DOORS AND EXISTING WINDOWS TO BE REMOVED OR 5. REFER TO A-3.1 FOR EXISTING AS -BUILT PLAN AND INFORMATION. UPGRADES. REFER TO THE AS -BUILT / REMODEL PLAN FOR NEW DOOR AND WINDOW SPECIFICATION. REFER TO DOOR & WINDOW 6. REFER TO THE GENERAL NOTE SHEETS AT THE FRONT OF THE PLAN GRAND TOTAL 1 91.2344 SCHEDULES FOR SIZES AND SPECIFICATIONS. SET FOR ADDITIONAL CURRENT INTERNATION RESIDENTIAL CODE I © NOTES: 5. AS -BUILT PLANS DEVELOPMED FROM ON -SITE MEASURING. (IRC) SPECIIFICATIONS. I 1. DIMENSIONS IS FEET IN DECMAL 7. REFER TO GENERAL NOTE SHEETS FOR ALL ENERGY AND I 2. START AT UPPER RIGHT SIDE OF THE PLAN THEN LEFTWARD 6. THE PERMITTED PLANS TO REMAIN ON SITE DURING CONSTRUCTION. VENTILATION. 3. ORGINAL LIST REFERS TO INTIAL SUBMITAL 7. EXISTING 2x WALLS TO BE REMOVED. S. REFER TO THE STRUCTURAL ENGINEER'S SHEETS FOR ALL LATERAL INFORMATION. I 4. d RESUBMITTAL REV-2 REFERECE TO 2n \�E\, S. EXISTING HEATING SYSTEM TO BE REMOVED, 9. REPLACE EXISTING FURNACE WITH MINI-SPILTS WITH HEATPUMPS INSTALL BY MECHANICAL SUBCONTRACTOR. E - E A-5.5 /-E 9. EXISTING WATER HEATER TO BE UPGRADED TO A TANKLESS WH. Deck 10. EXISTING APPLIANCE TO BE REMOVED. 10. REFER TO SHEET E-1.1 FOR SMOKE / CARBON MONOXIDE DETECTORS AND FANS. 6' 10'-9" 10'-7" 10'-2 5/8" 6-6 1/2" 11'-10 7/8" 6' 11. EXISTING PLUMBING FIXTURES TO BE REMOVED. 11. EXTERIOR DOORS SPECIFICATIONS: 7 12. EXISTING WATER LINES TO BE REMOVED OR UPGRADED PER THE REMODELING. I I . I . STYLE COLOR: PER HOME OWNER DIRECTIONS 11.2. INTERIOR TRIM: I x 3 12. INTERIOR DOORS SPECIFICATIONS: 12.1. DOOR SET: I 7'-1 ,_____ _______ __ `___ ___ ______ 1 13 i i - B I 13 14. EXISTING WASTE LINE TO BE UPGRADEVERIFY. D, EXISTING BATHROOM FIXTURES TO BE REMOVED. i ✓ul i 12. I . I . TYPICAL: 4-1/2" FROM INSIDE CORNER, LINO 12. I . STYLE: 6 PANEL, WOOD 12.2. TRIM: I x3 I I ll - I I 1 I � 5' I I I , , Bedivom 312 I I 14 I !� - I I 15. 16. EXISTING WALLS SURFACE AND INSULATIONS TO BE REMOVED. EXISTING VERTICAL SPLICED STUDS TO BE REPLACE WITH FULL I 13. WINDOWS SPECIFICATIONS: I I I I 5' 10'-8 1/2" LENGTH STUDS FOR SILL TO TOP PLATE. 13. I . MANUFACTURE: PELLA 13.3. STYLE: 250 SERIES (�72122n�g 10'-5" I j 1`�m - - 2'-7" r2'- 1/2" `BatFi i 7 2 -1 1/2 i Bedroom 2 -� I ' I 24 17. EXISTING FLOOR TILE ON THE MAIN FLOOR TO BE REMOVED AND DISPOSED. REFER TO NOTES 2 AND 3 FOR ADDITIONAL 13.3. FRAME COLOR EXTERIOR � INTERIOR: WHITE 13.4. GLASS: INSULATED DUAL LOW-E � � 13 -5 H � � - - - - - - 6t-3tt I I 2'-5 3/4„ - INFORMATION. 13.5. INTERIOR TRIM:. 13.5.1. HEADER, JAMB AND SILL: Ix3 45'-6" I I I a a e I I i 1 3_3 1/4 1 I3'-0 1/4" 7 - 'Larr 3'-3 1/2" 7 ri I j � 18. EXISTING MASONRY FIREPLACE TO BE REMOVED FROM ABOVE THE SUBFLOOR AND FTG TO REMAIN, - - -- - -� L- - I 14. WALL & CEILING DRYWALL: 14.1. TEXTURE LIGHT ORANGE PEEL 14.2. CORNERS: 90' I - -- - � - - 1 7 ----- ---- - - I -- j ''--"---'� �' . 5'-6 112" 2 F 2 2t-7" 19. EXISTING ROOF INSULATION TO BE REMOVED AND CLEAN INSULATION INSTALLED TO THE R VALUED REMOVED I - - _ _ ______; 1 $ i , 20. EXISTING ROOF FRAMING TO BE REMOVED. 15. INTERIOR TRIM: 15. I C 24 TYP - - _ IL__n I I 8 I I . SE: I x6BD 15.2. BASE: I x6 15.2.1. FINISH: STAINED I 24' i I I , I I � � i 13' 2'-8 7/8�' TYP FOR i i 21. EXISTING ELECTRICAL WIRING: UPGRADED IF NECCASSRY. 16. CABINETRY: D-D ii 1 10'-41/8" I � n INT DR gLivinq li I I D-D 22. EXISTING ELECTRICAL PANEL: ADD ADDITIONAL BREAKERS. A 16. I. TYPE: SHAKER 16.2. FINISH: PAINT , , i Kitchen (1� I I TYP I , A 23. !NSfAL -NEW r-EGNIr - PANE- PERPLANPER-ODE 16.3. KNOBS AND PULLS: PER HOME OWNER i i 8 fURN Q Q� 1 i i Taster I 10'-8 1/2" 24. EXISTING SIDING TO REMAIN. 16.4. DRAWER HARDWARE: SFULL EXTENSION 16.5. CROWN: TBD i i i i 10' I I i I I I Bedroom 25. REMOVE EXISTING DECKING AND DECK ELEMENTS. 17. CLOSET ROD AND SHELF, ORGANIZE SYSTEM 1 26. ADD NEW DECK AND/OR COVERED DECK I I I „I 7 / 6 Ell - 2 7 REM VE EXI TIN PAD AT THE MAN D R T F THE ARA E. 0 S G 00 OU 0 G G 18. CABINET DIMENSIONS IN INCHES IS FROM GWB TO GWB OR DOOR; TRIM. ®�7 L --- J Lu- _--- I__- -- �_�_��__�---- JJ - - A O . 28. REMOVE EXISTING PORCH STOOP. 3'_4" 29. ADD NEW PORCH. 0 � 8 1-11 10 -7 16 9 1/2 Porch11 -10 1/2 4 WALL LEGEND BEARING LOAD SYMBOLS 30. GENERAL CONCTRATOR TO SECURE ALL REQUIRED PROJECT PERMITS. ----------------------- ----- ----- CONCENTRATED LOAD FROM EXISTING 2x4 WALL ABOVE Sidewalk 3'-1 " ---- EXISTING 2x4 WALL -�--_ ® DBL STUD �- - I / 7 \ WALL I / ` \REMOVE NEW 20 RIPPED WALL TO 2" ® TRIPLE STUDS E. FLOOR LEGEND (Driveway 5' DIM _ ® 4x4 POST I - - - - - - - REMOVE EXISTING 2x WALL ® 4x6 POST NEW 2x WALL ® 6x6 POST 4'-4" 5'-6" 8'-8" Reserve for the Building Department 6x6 POST, FULL HEIGHT PLATE SHORT WALL, ELEV PER FLOOR PLAN TO FOUNDATION /FOOTING . O 4 rT rEE T EXISTING RESIDENCE INTERIOR BEARING WALL 10'-9" LJ 39'-3" Revision 2 BEAM SYMBOLS DIMENSION LEGEND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - October 23, 2024 7'-6" EXPOSED BEAM _ _ EXISTING GARAGE CONVERTED INTO - B - B A - A 0 2141 81 FLUSH BEAM NEW BLDG ELEMENTS RESIDENTIAL SPACE I A-5.3 A-5.2 A-5.1 - - 7_6 - - Scale: 1 /4" = I'-0" J EXISTING BLDG ELEMENTS I C EVE stiahCzr 99 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 (BeCCevue, ` ,4 98004-3045 206-619-3995 creativecomfort7@gmail. com NFtlPWn AI m B D. d- O � 0 .Z o o � � _ U � o 0 Zt u v 0 V COO �C bA N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I. R.C. 2021 S U ff/,2 6 / 20141 CITY OF EDMOr IDE DEVELOPME ProjectCRMgM®EPAR_ T -ME N Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July 9, 2024 Bid Issued: May 16, 2024 Structural Issued: July 10, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 f All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of ( ju ,� i i ri coma. i. i . No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from UiIA I IVI. , 0\fl `li l- Version: I-R-3 Sheet Number A-3.1 PROJECT SQUARE FOOTAGE SUMMARY <> Project Scope of Work RESIDENCE EXISTING REMOVE ADDITION TOTAL REMODEL MAIN FLOOR 942 0 516 1,458 942 A. THE SCOOE OF THE PROJECT: GARAGE CONVERTED SPACE C -C B - B A - A A.A. REMODELING THE MAIN FLOOR CONVERTED SPACE 0 258 258 A-5.3 A-5.2 A- .1 A.B. ADD A MASTER SUITE GARAGE 258 -258 0 A.C. CONVERT THE GARAGE INTO CONDITION SPACE. SUBTOTAL BUILDING 1,200 -258 774 1,716 A.D. REPLACE THE ROOF FRAMING. 50' COVERED PORCH 0 61 61 --------------- ---------------- ------�` B. REFER TO THE PLANS FOR SPECIFICATIONS, REMODELING AND COVERED DECK 0 138 138 40 10'-9" 15'-3" 24' ADJUSTMENT TO THE PLANS. TOTAL BUILDING 0 0 199 199 C. PROJECT SQUARE FOOTAGE IS PER CLASSIFICTION OF SPACE. DECK 105 105 247 247 O O O ® D. THE AS -BUILT SQUARE FOOTAGES IS BASED UPON FIELD MEASURES OF THE EXISTING STRUCTURE. * ADDITION TOTAL INCLUDES THE CONVERTED SPACE 4'-4" 5'-6" 8'-8" E. GENERAL CONTRACTOR TO VERIFY MEASURES AND ALL ON SITE CONDITION OF EXISTING AND ADDITION PLANS, F. ADJUSTMENTS TO THE BUILDING ELEMENTS IS NOTES PER THE PLAN. 0 Main Floor Framing Notes <> Main Floor Architectural Notes Walkway Vaster I. CURRENT BUILDING CODE: 2021 I.R.C. 2. DIMENSIONS AND BUILDING ELEMENTS AND ON SITE CONDITIONS TO BE VERIFY BEFORE CONSTRUCTING. ROOF O.H., TYP 2436 O S HNG Deck 6048 SLDR-R I Q 1. CURRENT BUILDING CODE: 2021 I.R.C. 3. DIMENSIONS IN THE PLANS ARE FROM FRAMING SURFACE TO FRAMING SURFACE. DOORS AND WINDOWS ARE CENTERED DIMENSION OF THE _ O - O 2. VERIFY ALL DIMENSIONS AND MATERIAL CONDITIONS IN THE FIELD. HB 6 SO SLG DR L OPENING. 3. DIMENSIONS IN THE PLANS ARE FROM FRAMING SURFACE TO 4. SHOULD ANY QUESTIONS ARISE CONTACT CREATIVE COMFORT FOR SOLUTIONS OR OF Sr-6" O © FRAMING SURFACE. DOORS AND WINDOWS ARE CENTERED BEFORE PROCEEDING THE RESPONSIBILITY THE DECISION I DIMENSION OF THE OPENING. IS ALL YOURS TO INCLUDE ALL COST OF THE CAUSE AND AFFECT. 00 Master 5. REFER TO THE GENERAL NOTE SHEETS AT THE FRONT OF THE PLAN SET FOR ADDITIONAL CURRENT INTERNATION RESIDENTIAL CODE (IRC) I I O BatFiroom TILE I I O 4. SHOULD ANY QUESTIONS ARISE CONTACT CREATIVE COMFORT FOR WRITTEN SOLUTIONS BEFORE PROCEEDING OR THE SPECIIFICATIONS. ® i 3018 3054 RESPONSIBILITY OF THE DECISION IS ALL YOURS TO INCLUDE ALL 2 6 I 3 6. YOU ARE RESPONSIBLE TO READ ALL NOTES AND ALL PRODUCT 3'-6" O r✓ � i AWN PIC COST ASSOCIATED WITH CAUSE AND AFFECT. SPECIFICATIONS BEFORE PROCEEDING WITH THE PROJECT. 7. REFER TO THE ALL GENERAL NOTE SHEETS AND ALL STRUCTURAL NOTES FOR © n n 1824 PIC O4 2020 2 24 Master g_Q 5. REFER TO A-3. I FOR EXISTING AS -BUILT PLAN AND INFORMATION. FOR ALL INFORMATION. THESES NOTES LISTED BELOW ARE DIRECTLY RELATE - - - I � - - - o $-G O Bedroom 6. REFER TO THE GENERAL NOTE SHEETS AT THE FRONT OF THE PLAN TO ARCHITECTURAL ITEMS OF THIS SHEET. SEE FRAMING NOTES AND ENGR FLOOR'G SET FOR ADDITIONAL CURRENT INTERNATION RESIDENTIAL CODE GENERAL NOTES FOR FRAMING INFORMATION. 8. AS PLATE HEIGHT SHALL BE 7' 7", UNLESS NOTED OTHERWISE. I 21'-6" 13'-6" 2020 2020 $-$ 0 Dec, 24 68 (I) R � S 13'- 5" x 21' - 0" 21'-6" (IRC) SPECIIFICATIONS. 7. REFER TO GENERAL NOTE SHEETS FOR ALL ENERGY AND -BUILT - +/- I SL SL .Main Z 9. NEW ADDITION PLATE HEIGHT: 7'-7, LINO. PORCH AND COVERED DECK PLATE PER PLAN. I 12'-6" Over Dec SPACE R X DECK'G SPACE TREX DECK'G 246.7324 square ft. oA O CLTH'G > RA FA w n ,, R 100 N V V . 516.0000 square ft. 12 VENTILATION. S. REFER TO THE STRUCTURAL ENGINEER'S SHEETS FOR ALL LATERAL E E 247 SOFT FT 1824 TILE 5 16 SO FT E�\-E INFORMATION. 10. ALL CONNECTORS AND FASTENERS FOR WOOD CONSTRUCTION SHALL BE SIMPSON OR EQUAL, ALL SPECIFIED CONNECTORS AND FASTENERS MUST BE I A-5.5 2020 1010 PIC INSTALLED PER MANUFACTURER'S SPECIFICATIONS. SL SL CLOTHING LINE 3018 3054 9. REPLACE EXISTING FURNACE WITH MINI-SPILTS WITH HEATPUMPS I (2) R S AWN PIC INSTALL BY MECHANICAL SUBCONTRACTOR. 11. DO NOT OVER DRIVE THE FASTENERS INTO THE FLOOR'S SUBFLOORING, 6 137.53C�7 square ft. z 6 rA WALL SHEATHING, ROOF SHEATHING, AND ANY FRAMING MATERIALS. DO I 138 SO F = 30" x 72" 10. REFER TO SHEET E-1.1 FOR SMOKE / CARBON MONOXIDE NOT OVER CUT OR OVER NOTCH ANY OF THE FRAMING MEMBER OR THE SHEATHING. OVER DRIVE OF EASTERNERS AND OVER CUT OR OVER 2020 2020 $ $ $ J O �faCC 2020 T ENGR 1?Q DETECTORS AND FANS. NOTCHING IS A MODIFICATION TO THE STRUCTURE. 12. EXTERIOR DOORS p B SL SL I - FLOOR'G SL 5 - Np B I I . EXTERIOR DOORS SPECIFICATIONS: 11.1. STYLE COLOR: PER HOME OWNER DIRECTIONS 12.1. HEADER: PER AS PLANS 9680 SLG DR R N 11.2. INTERIOR TRIM: I x 3 12.2. HEIGHT: 6'-10", VERFIY WITH DOOR MANFACTURE BEFORE FRAMING. REFER TO THE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. MSZ-GS 18NA © I I O OO �I 1 INTERIORDOOROORS SPECIFICATIONS: 12.3. 2x4 WALL BEARING: (2) 2x4 I 12. 12.4. 2x6 WALL BEARING: (2) 2x6 REMODEL SPACE _ _ Bath 13 I 12.1.1. TYPICAL: 4-1/2" FROM INSIDE CORNER, LINO 12.1. STYLE: 6 PANEL, WOOD 13. ENTRY DOOR: - © 942 _ s �eie I TILE i�� 12.2. TRIM: Ix3 13.1. HEADER:PER STRUCTURAL PLAN 13.2. HEIGHT: 6'-8", VERFIY WITH DOOR MANFACTURE BEFORE FRAMING. REFER TO THE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. 13.3. BEARING: (2) 2x4, LINO. I 6015 PIC (Dining loom I I 2040 SL LZ Zn I�OOm 2040 SL m a 0 �, �U�/ > > O N N Bedroom 3 O ENGR FLOOR'G N I 6048 24' 13. WINDOWS SPECIFICATIONS: 13. I. MANUFACTURE: PELLA ENGR FLOOR'G g W I I' - 3" x 10'- 5" SLDR R 13.2. STYLE: 250 SERIES 14. INTERIOR DOORS 14.1. CORNER SETTING: 4-1/2", - 45 6 I I a $_3 NGR FLOOR'G $_3 � o I © O EGRESS 13.3. FRAME COLOR EXTERIOR & INTERIO HITE 13.4. GLASS: INSULATED DUAL LOW E INSIDE DOOR UNO. I 14.2. HEADER: (2) 20 HF#2. 14.3. HEIGHT. 6 10",VERIFY WITH DOOR MANUFACTURER BEFORE FRAMING. ft. I O 258 SO FT o W I 24 68 I 13.5. INTERIOR TRIM:. 13.5.1. HEADER, JAMB AND SILL: Ix3 REFER TO THE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. 14.4. BEARING: (1) STUD � EXPOSED EXPOSED BM PER AS-3. I FOyer � 26 68 R 8 S 26 68 3040 3648 14. WALL S CEILING DRYWALL: 15. WINDOW HEADERS: 15.1. HEADER : PER AS PLANS PIC I PIC O 89 9C 89 9C R S I 14.1. TEXTURE LIGHT ORANGE PEEL 14.2. CORNERS: 90' 15.2. 2x4 WALL: BEARING (2) STUD HF#2 15.3. 2x6 WALL: BEARING (2) STUD HF#2 24' I _ 2020 I 15. INTERIOR TRIM: 15.4. HEIGHT: 15.4.1. RESIDENCE: 6'-8", U.N.O., REFER TO THE EXTERIOR ELEVATIONS I SHELVING ESA N. OA z (D WH LE� � � � � 2040 1 1 a o SL 4 I DW ! O� 2040 SL 4 O T �� e� • I 15.1. CROWN:TBD 15.2. BASE: I x6 > L-- I Q D- D 15.2.1. FINISH: STAINED 16. SKYLIGHT ARE SET BY FLOOR LOCATION. 16. I . S I IS SET ON RAFTER LAYOUT 16.1. S2 AND S3 ARE CENTERLINE ALIGNED ON WINDOW 2 AND 3. S2 I A-5.4 7' li 0 = N 0 $-4 4nny $-2 $-2 Residence 942.0337 square ft. T O z o0 _ v, I 16. CABINETRY: DISTANCE FROM THE RIDGE IS MIRROR IMAGE FOR S3 I 942 S `entry Bedroom 2 I 16. I . TYPE: SHAKER 16.2. S4 SETS BOTTOM ALIGNED WITH S2 AND UPON THE RAFTER LAYOUT. I I a cFien TILE ENGR FLOOR'G 7' I 16.2. FINISH: PAINT 16.3. KNOBS AND PULLS: PER HOME 16.3. S5 IS CENTERED IN THE WIDTH OF THE HALL WAY AND THE DISTANCE IN I ENGR FLOORG'-' ENGR FLOOR'G OWNER THE FLOOR PLAN DYER VENT OUT THE SIDE WALL m AK7036CS L 11' - 3" x 10'- 5" 16.4. DRAWER HARDWARE: SFULL EXTENSION 16.5. CROWN: TBD 16.4. S6 IS 3" BACK FROM THE FORWARD EGE OF THE COUNTERTOP. I D 4 I MZ - - - I ry' O o 16.5. FIRST ROW OF S7 IS IN THE FIRST BAY CLOSEST TO THE HOME. THE OTHER SKYLIGHTS ARE EVERYOTHER BAY TO SPREAD OUT THE I rri 2468 ® I 17. CLOSET ROD AND SHELF, ORGANIZE SYSTEM SUNLIGHT. - - - - - - ® 18. CABINET DIMENSIONS IN INCHES IS FROM GWB TO GWB OR DOOR HB SKSDR360SIS HB TRIM. 6039 6039 6039 I 6048 WALL LEGEND BEARING LOAD SYMBOLS ® SLDR-R ROOF O.H., TYP O SLDR-L O SLDR-R O SLDR-R 19. SPECIFIED SKYLIGHT: CRYSTALITE --------------------- Jai I 11 QIrCh I EGRESS --------------------- CONCENTRATED LOAD FROM EXISTING 2x4 WALL ABOVE .S,Z�ewal� 5 Tare t. 61 SO F� EXISTING 2x4 WALL ® DBL STUD I DIMENSION LEGEND ____-__�.-__--_-__- -_ D WALL TO 2" E. FLOOR LEGEND - - - - - - - - - - -. --_-3- - -_ - ® 4x4 POST Li LJ LJ 7 -6 REMOVE EXISTING 2x WALL I ® 4x6 POST NEW BLDG ELEMENTS NEW 2x WALL ® 6x6 POST 4'-4" I 06 5'-6" 40. 8'-8" 7 6 Reserve for the Building Department 6x6 POST, FULL HEIGHT PLATE - - - - - 4 SHORT WALL, ELEV PER FLOOR PLAN TO FOUNDATION / FOOTING �\ EXISTING RESIDENCE I 3 EXISTING BLDG ELEMENTS � r� � T INTERIOR BEARING WALL BEAM SYMBOLS IRevision _ 10'-9" - - _ _ _ - -39_3"- - - - - - - - _ _ _ _ _ _ 2 October 23, 2024 DIMENSION LEGEND EXISTING GARAGE-- ------------- ---------------- ------ 0 2' 4' 8' EXPOSED BEAM L 7'-6" CONVERTED INTO I I FLUSH BEAM RESIDENTIAL SPACE C- C B- B A- A NEW BLDG ELEMENTS A-5.3 I A-5.2 A-5. I Scale: 1 /4" = 1'-0" 7'-6" EXISTING BLDG ELEMENTS C �VL stia6Czr99 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 (BeCCevue, ` ,4 98004-3045 206-619-3995 creativecomfort7@gmail. com NFtlPWn AI B D, - •`hi O ry O � o � � 0 o 0 .� �^ v U � �r Zt � 0 V � O 0 (z)d0 �C Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 S U 4 '26/20141 CITY OF EDMJRM DEVELOPM Project �EL4A1 6)EPN Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July 9, 2024 Bid Issued: May 16, 2024 Structural Issued: July 10, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 f All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property o(eao� irvr. ccea. i. i. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from UiIA I IVI. CC\9 ol,1. Version: I-R-3 Sheet Number A-3.2 0 Demolition and Remodeling Notes I . ADJUSTMENTS TO THE BUILDING ELEMENTS IS NOTES PER THE PLAN. C -C B - B A - A 2. BUILDING ELEMENTS BEING REMOVED TO BE DISPOSED OF BY CITY A-5.3 A-5.2 A-5.1 REQUIREMENTS. 3. BUILDING ELEMENTS BEING REMOVED ON THE EPA LIST TO BE 50' TESTED AND DISPOSED OF PER EPA REQUIREMENTS. 10'-91, 15'-3" 24' 4. EXTERIOR DOORS AND EXISTING WINDOWS TO BE REMOVED OR UPGRADES. REFER TO THE AS -BUILT / REMODEL PLAN FOR NEW DOOR AND WINDOW SPECIFICATION. REFER TO DOOR & WINDOW O O O 5. SCHEDULES FOR SIZES AND SPECIFICATIONS. AS -BUILT PLANS DEVELOPMED FROM ON -SITE MEASURING. 4'-4" 51-6" 81-81, 6. THE PERMITTED PLANS TO REMAIN ON SITE DURING CONSTRUCTION, 7. EXISTING 2x WALLS TO BE REMOVED. 8. EXISTING HEATING SYSTEM TO BE REMOVED. 9. EXISTING WATER HEATER TO BE UPGRADED TO A TANKLESS WH. 10. EXISTING APPLIANCE TO BE REMOVED. 11. EXISTING PLUMBING FIXTURES TO BE REMOVED, _ O O 12. EXISTING WATER LINES TO BE REMOVED OR UPGRADED PER THE REMODELING. 13. EXISTING WASTE LINE TO BE UPGRADED, VERIFY. 5'-6" 14. EXISTING BATHROOM FIXTURES TO BE REMOVED. 15. EXISTING WALLS SURFACE AND INSULATIONS TO BE REMOVED. O O 16. EXISTING VERTICAL SPLICED STUDS TO BE REPLACE WITH FULL LENGTH STUDS FOR SILL TO TOP PLATE. 2'-6" 3'-6" 17. EXISTING FLOOR TILE ON THE MAIN FLOOR TO BE REMOVED AND © © DISPOSED. REFER TO NOTES 2 AND 3 FOR ADDITIONAL INFORMATION. 18. EXISTING MASONRY FIREPLACE TO BE REMOVED FROM ABOVE THE 21'-6" 21,_6„ SUBFLOOR AND FTG TO REMAIN. 13 -6 19. EXISTING ROOF INSULATION TO BE REMOVED AND CLEAN INSULATION INSTALLED TO THE R VALUED REMOVED 12'-6" E-E E-E 20. EXISTING ROOF FRAMING TO BE REMOVED. 2 A-5.5 21. EXISTING ELECTRICAL WIRING: UPGRADED IF NECCASSRY. Deck �5- 22. EXISTING ELECTRICAL PANEL: LDD ADDITIONAL BREAKERS. 6 6 23 I A 1(`TAI1 Alr\V/rl r•l�Tllll"AI PANELPERPLANPER l"l�Ilr E. Eave 1'-6" 24. EXISTING SIDING TO REMAIN. --� r-' 1, ___,__ _________ --- --==3---------, r---- --- B 25. REMOVE EXISTING DECKING AND DECK ELEMENTS. 3 3" 26. ADD NEW DECK AND/OR COVERED DECK I I tiJ 27. REMOVE EXISTING PAD AT THE MAN DOOR OUT OF THE GARAGE. II Bedr00112 I i i II 28. REMOVE EXISTING PORCH STOOP. II I I ,, bath i i 29. ADD NEW PORCH. I I .7inin9 1Zm i I I ;; 0 Bedroom 2 24' �I L- - -- = , , - -- LI- I u 4s -6" garage I I � - -- h, - - -- - - - - �_ - ------ ---- Q I 24 I Z 1i I \ TO n I i1 Z I �-' 11 Kitchen .Gh)hig lam ;;O i �5. 7' 1 11 -Master \ Bedroom I !Tt I I I I I E 1 y ii ii I it II 7 II I� Porch E. Eave Sidewa(k DIMENSION LEGEND J 7'-6" Driveway I NEW BLDG ELEMENTS o 7 -6' - I EXISTING BLDG ELEMENTS Reserve for the Building Department O O 4) 10'-91, 4- 39'-3" Revision 2 October 23, 2024 50' 0 2' 4' 8' 1 C- C B- B A- A Scale: 1 /4" = P-011 A-5.3LL C VE 0 stiahCzr99 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Beffevue, W,4 98004-3045 • 206-619-3995 creativecomfort7@gmaii.com AI mBD. �r rA O o � o 0 � v � U 0 rr, d- o 0 v V O do cis C4 c N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 2 V ,/�26/20141 �ijCITY OF EDIVIOf ID DEVELOPMEP IT ProjedVWI REPAR M N Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July 9, 2024 Bid Issued: May 16, 2024 Structural Issued: July 10, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property Is the sole property of CREATIVE COMFORT. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission iu writing from CREATIVE COMFOR I. Version: I R-3 Sheet Number A-4.1 0 New MF Roof Framing Notes C-C B-B A -A A-5.3 A-5.2 A-5.1 I. ROOF PITCH: 4:12 TYPICAL, U.N.O. . STRUCTURE 2. ROOF OVERHANG: LEGEND --------------- --- 50------------ ------ 2.2. GABLEI�O" 2.3. RAKE: I'-0" 10'-9" 15'-3 " 24' 40 3. COMPOSITOION ROOFING TO BE INSTALLED PER I.R.C. AND FULL HEIGHT WALLS O O ® MANUFACTURER SPECIFICATION. PATTERN AND COLOR TO BE SELECTED BY THE HOME OWNER BEFORE ORDERING. n 4. PREWIPE A 12" BEARING WALL BELOW 51-61t 8'-81, 5. . EXPOSED BEAMS 6. FURNACE REfURN AIR OPENINIS. SIZE TO BE PROVIE) 7. . TYPICAL HEADER S. r.-11rr)1 u r CONTINUOUS HEADER 12' 12' 1'-6" 9. PROVIDE FLASHING WITH COUNTER FLASHING AND SEALANT AT ALL ROOF PENETRATIONS. .:. �:. HEADER TO OUTSIDE CORNER N. Gable 10. 2x6 EAVE AND RAKE TRIM PER EXTERIOR ELEVATIONS. 11. VERIFY MATERIAL AND COLOR WITH THE HOME OWNER BEFORE PURCHASING AND CONFIRM AT INSTALLING. 12. CEILING INSULATION: 12.1. R-60 FOR FLAT CEILING �, 12.2. G, CLOSE CELL FOAM SPRAY 5 -6 " ; j 13. ALL NAILING TO BE IN COMPLIANCE WITH THE 2021 I.B.C.. 0 D > I -� I W o 14. ROOF SHEATHING PER ENGINEER'S REPORT, U.N.O. 15. PROVIDE SIMPSON H2.5 UPLIFT ANCHOR AT THE TOP PLATE ON ALL ROOF 21-6" 11-6" 5'-6" 5'-6" 11-6" W I , 1 I Z FRAMING MEMBER. REFER TO TRUSS SPECIFICATIONS FOR ADDITIONAL 3'-6" .Gable Z 3 1�t INFORMATION. Q Q 2 °2 ° 16. REFER TO AS 3.1 ALL BEAMS, POST, POSTITIVE CONNECTIONS AND HEADERS SPECIFICATIONS AS LOCATED IN THE MAIN FLOOR FRAMING PLANS. 21 -6 w �� 3'-8 3/4- " 2'5" �bA LU ec i- 21'-6" 17. FRAMING FOR THE OVERFRAME AREA AS NOTED IN THE ROOF FRAMING 13'-6" > 2020 2020 SL SL 4 PLANS. W Z I 18. ALL CONNECTORS FOR WOOD CONSTRUCTION WILL BE SIMPSON STRONG 12'-6" W Z 1'-5 1/ 1'-- 1/4" Z - I �\-E TIE OR EQUAL. ALL SPECIFIED FASTENERS MUST BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. E - E A-5.5 2 02 0 2702071 19. SIMSON STRONG -TIE HANGERS TO BE INSTALLED PER SPECIFICATIONS. 20. REFER TO A 3.1 FOR SKYLIGHT SIZES AND LOCATIONS. 6 ~ fY ~ 6 21. ATTIC INSULATION IS TO BE CLOSED CELL FOAM THUS NO RIDGE / EAVE z VENT IS REQUIRED. 00 00 2 2 2 2 sL sLL4 N. Eave 202o O sL © -- - 1,-6,1 N. Rake I I TF o I N. Rake _ I '!i �6 I ��' I 2040 SL 2040 SL I 6�1 / O �J � 24 45'-6" N. ICI 2'-9 3/4" r 1 1 '-2 1 2 " ----r--- ----- --- 1 2'-9 3/4" 27020 Lr I 24 � z � r--� o o 2040 1 I o 0 SL I I 2040 SL SL T � D-D A-5.4 202° SL LDW i �� 41L J d// ( Z I �1.4 71 I I I El B SKSDR360SIS °B MTL GUTTER DS 4 N. Eave �' I pG LU MTL GUTTER DS 1' ILU z v �D M � w Z "'H n DIMENSION LEGEND zLno 1'P N. able 1 1 11 4 -6' - 1 7'-6" 4'-4" 5'-6" 9,40 81-81, NEW BLDG ELEMENTS Kb. . � - - 7=6" - - � Reserve for the Building Department EXISTING BLDG ELEMENTS ,,�-- ------------- ---------------- 50' ------� Revision 2 October 23, 2024 C -C B-B A -A o 21 41 81 A-5.3 A-5.2 Scale: 1 /4" = P-011 C VE -0 stiahhshed 1992 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Beffevue, W,4 98004-3045 206-619-3995 creativecomfort7@gmaii.com AI B D. d.. rA O 0 � o O� o o � � v .� .� v U rr, 0 v � 0 V C4 Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 �_SU ,/�26/20141 �ijCITY OF EDIVIOf IDE DEVELOPME T ProjedVWI REPAR M N Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July 9, 2024 Bid Issued: May 16, 2024 Structural Issued: July 10, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 S All Rights Reserved. All contents within this sheet to include the intellectual property Is the sole property of CREATIVE COMFORT. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from (RE TIVF C'OMFOft I. Version: I R-3 Sheet Number A-4.2 Building Elements E-E D-D ELEV. 392.0000, Detail TagLegend A- .5 A-5.4 g ELEV. 390.0000 f �''-!!!!� 12 6 ,, 7 A 68 �. �� DETAIL NUMBER 3 ARCHITECTURAL ,!>eg< �`� , �� 3 f SHEET NUMBER 8 ELEV. 388.0000 >! _ E. PLT �38600�00' DETAIL NUMBER I STRUCTURAL II i i i i II SHEET NUMBER $_� I ENGINEER II i i i i II8. 7-7 ELEV. �38400�00' II i i i II II i i i i II _ ,r u II 6 8 ii i @_14asterB8.3. BedroomWNDWBedroom 2 � � � � � ELEV. 382.0000 DETAIL NUMBER H-1 TJI MFG 6 HDR SHEET NUMBER @ i � AS-5. I 6 380.0000'N. i i i i ELEV. 378.9167 E. SUBLFR. „� -------------------------------- _ 11 " �- �Ir -r r-------------------------- - - - - - - �78. 000' �r 1�11111�--II--II II15. Building Elements Legend I 11=11 11=1T1 I I �11�1 1=11�11 E. FIN. GRD. III I III-1T1T1Tf1T1T7iIllllfTl 'TfTfITITfTfITI '= TfIT I IIIII � I� - I I I� I I-1 11=1 I I-1 I I-1 11=1 11=1 11=-I I I� I III I I-1 I I-1 I I-1 I I-1 I I I I I-1 I I-1 I I-1 I I-1 I I-1 I I - = III-1 ELEV. 376.0000' EXISTING or E - - - - - - - - - - III_III-III-I I �I I_I I I -III -I I �I 1=1 I I-1 11=1 I �I I I_I I I -III -I I I_I I� I I-11-I 11=1 I I� I I -III -I I I_I I� I -I I CI - -III `� - III -I I� I I -III -III -III -III -III -I 1-1 11-1 I I-1 I I-III-III-III-III-III-III-III-III-III-III-III-11 I -I I I-III-1 I -11 �1 I -III- I -I I �111=111-I P, NEW or N �I��I III„IIII II�III„IIII ;III„II�IIIII„IIII ;,III„II I III ;,III„IIII„II1=11III�II II ;,III„III ,III III„II�IIIII�II II ,II1=' III=11� =„II1=,III I �74. 000' O O © © ® _24' _ _ _ _ _ _ _ _ A Roof Construction :�:' I N 15 Q�; 1 ............... ;%; G6,8 max= - - --� 1. N. COMPOSITION ROOFING, PER MFG. SPECIFICATIONS. 2. N.#30 BUILDING PAPER. I �� 30E. 1 /2 SHEATHING 0/ 1 x6 SKIP SHEATHING. (REMOVE) 4. E. 2x4 RAFTERS AT 24 O.C. (REMOVE) 5. E. 2x4 CEILING AT 24" O.C. (REMOVE) 6. N. 2x 10 RAFTERS AT 24" O.C. PER ROOF FRAMING PLAN 7. N. H-2.5 PER N. RAFTER N. INSULATION: 8. I . SLOPE: R 49 BATT INSULATION 8.2. 1 FLAT: R-60 INSULATION 0 I AIR SEPARATION ABOVE INSULATION TO THE RF SHEATHING tl 9. N. CEILING: 5/8 G.W.B. 10. N. 2x4 RAFTERS AT 24" O.C. 11. N. SKYLIGHTDS PER PLAN 12. N. FLASHING AT PENTRATIONS NSTALLED PER MFG. SPECIFICATIONS 13. E. EAVE TRIM: 2x6 (REMOVE) 14. E. GABLE TRIM: 2 x 8 REMOVE ( ) N. TRIM: 2x6 16. N. METAL GUTTER W/ METAL DOWNSPOUT Exterior Wall Construction SIB 3x6 BEVELED CUT N. SHEATHIG G.W.B. , �j j6 i�iivi Sim 1�%��%'�� Op Roof: As Built New Scale: 1 ff I . N. 6" EXPOSE LAP SIDING W/ 2x6 PT BAN W/ FLASHING 3: N. HOUSE WRAP 4. N. SHEATHING PER PLAN, NAILING PER ENGR. SPECIFICATIONS 5. N. REFER TO WALL TAG AND WALL SCHEDULE 6. E. WALL: 2x4 STUDS AT 16" O.C. W/ N 1/8" FURRING W/ R25 CCSF 7. N. WALL: 2x6 STUDS AT 16" O.C. W/ R-25 CLOSE CELL SPRAY FOAM 8. N. HEADERS PER PLAN W/ RIGIDED INSULATED HDR PER PLAN 9. N. DOORS & N. WINDOWS PER FLOOR PLAN 10. N. 1/2" G.W.B. C@ Interior Wall Construction I 0 7 I'-7 3/ 16" 19 211 4 ` s RI E :UU: a - j//j//j//j// :►: 3 -2 51811 '° ° s. o \�� \�� IiLBU ilding Section A - A. As -Built Scale: 114" 5/3 A-5. I 4/2 12 DTL NUMBER / WALL SCT NUMBER E - E A 5.1 A-5.1 D - D 3 / I A-5.5 A-5.4 A 5.1 ]' ELEV. �39200�00' 12 j I 1 2 ,q 6� 8 4( ,� 6' 8 6.82 ��" 4 ELEV. 390.0000' M ELEV. 388.0000' I Y� I E. PLT ; 7'-10 1/2 N , N 7,-]" ELEV. 384.0000' N i i f �' WNDW ELEV. �382.00�0(Y SIM HDR5. I i N f 6 7 M � ter Bedroom I i Bedroom 3 j i Bedro m 2 M j N ELEV i �- - ELEV_379.0417 1 - -� M E. SUBLFR. ---------------------------------- Yi 1 0 1/2 •.aa, _ , , 1 ---�-- - ELEV. 378.0000' ��:�'r " I I I I- :g • 8 1/41' I I I 1 E. FIN. GRD. 2'-8 1/4" - = I ICI III III I :; sy 1=1I ICI III ICI�I I III ICI III II_��--ICI I I� �_ _ 11 A 5. I I I I III 11 r II II111 I II I II I 1 I II I 1111-:9=1 I I II I11 I II I II II 111 �I I11 I II I II I 1 1111 �I I11 I ICIrl_ H N ELEV. 376.0000' = = = _- - -M= N 1=1 1=1 I I -1 I mo; 21 -6 �I I I_I 11=1 11=1 I �I 1=1 1=1 11=1 I �I 1=1 �Ti 1=1 I �I 11=1 11=1 11=1=1 11=1 11=1I_I I I -I 11=1=1 11=1 11=1=1 11=1 11=1=1 11=1 I -I I Tf f- - _ _ __ _ _ JJ1 I 1J� I I� I ll� 1J� 1J� ELEV. 374.0000' O . © . . I. N. I/2" G.W.B. 2. N. REFER TO WALL TAG AND WALL SCHEDULE 3. n 4. N. NON BEARING WALL, 2x4 AT 24" O.C. 5. N. NON-BEARINGCPLUMBING WALL 2x6 AT 24" O.C. B. Main Floor: Floor Construction 1, I N. FLOOR FINISH PER PLAN. 2. EXISTING MAIN FLOOR CONSTRUCTION: 2. I . E. 2x8 JST W/ I x6 SUBFLR 3. EXISTING GARAGE FLOOR: CONC. SLAB 4. NEW GARAGE FLOOR CONSTRUCTION: MIN, R-10 HIGH DENSITY POLYETHYLENE NEW ADDITION FLOOR CONSTRUCTION: 5.1. 3/4" SUBFLOOR GLUED SCREWED 5.2. 1 1-7/8" TJI 5.3. R 30 BATT INSULATION Front Porch I . E. CONCRETE STOOP. (REMOVE) 2. N. PT 2x6 JOIST W/ JST HNGR PER FRAMING PLAN 3. N. BEAM AND POSITIVE CONNECTION PER FRAMING PLAN QI CONSTRUCTION DETAILS. 4. N. FTG ON BEARING SOIL PER IRC 1500 PSF Deck Construction 0 Deck Frmg /Wall / Fndtn Scale: I" 1. N. TREX SPACE DECKING, HOME OWNER SELECTION 2. N. PT 2x6 JOIST W/ JST HNGR PER FRAMING PLAN 3. N. PT BEAM AND POSITIVE CONNECTION PER FRAMING PLAN 9 N DETAILS. 4. N. ON BEARING SOIL PER IRC Covered Deck Construction 5'-6" 3'-6 1/2" 12'-5 1/2" 24' - - - - - - - - - - - - - - - - - - /4 �� ELEVATE FTG JST HNGR FOR ABA44Z ► "` - . se : ° D► , ;► .. C .: ° ! / // , ' ' ��\ I .o6,8 0 - Building Section A - A. As -Built, Remodel and Addition Scale: 114 I I I I I I i i i i i i i i i i B I II I I I it II 9 SIM II i i i i D D �3 I I �2 L - - - - - - - - r - - - - - - - - - - - vu U: ou ue ��ii Au I _ _ _ _ _ _ _ 1 f1 - I /2 +/ � 1DEPTH I 1 ( 8 I/4u A BUILT ( `t i �--- f ff If _� N �� I -r�-r- -� 8 9 I M11 ( I I - ---- � T1 T�11 8 1 (' F f - 13 S-2.3 I I 6,8 I - - 1 I i N. 2x 10 RFTR W/ 3-112" TAIL 1 , (�j) I 1 �/ 6 i i �, �, I , , 0 ' �' 1 ' 1 N N A 5. I SIM 7 10 ,:„ --. -----�. N ] 1 - A-5.1 i - 1 1 ii 1 �� „ 0 " ' �� u 6 u ii 1 1 11 1 p 1 �: 11 1 11 1 I 11 1 Q� 11 1 ---------------- -- F-0 1 \�\\T� %�� - - - - - - - - - - - Y�\%\\% I . N. TREX SPACE DECKING 2. N. 2x6 JOIST PER FRAMING, REFER TO FRAMING PLAN 3. N. PT BEAM AND POSITIVE CONNECTION PER FRAMING PLAN Qj CONSTRUCTION DETAILS. 4. N. FTG ON 1,500 PSF BEARING SOIL PER IRC H Foundation Construction I � I I 6,8 9 ilm B 6 SIM I II B6 8 II II a II II o N 4 h u 2 QI IlII----�----------------------- VI AlAI i i i i _ N rJ Li-p- T r=TrF=7rr- 7T F=7rr- 7T F=7 _ �I ICI I I -III -III -III -III -III 1=1 - 7 W1� I - _- I _- I- --- I�1 H: -14 I Fi�1 11-1 I I-1 I 1-1 11-1 11-1 I N. PER STRUCTURAL ENGINEER PLANS AND REPORT M MUD SILL PER PLAN PER DETAIL 3. EXISTING FOUNDATION: 3.1. WALL THICKNESS. 6 4. NEW FOUNDATION WALL PER STRUCTURAL DETAIL. 4.1. STEM WALL THICKNESS: 6" 4.2. STEM WALL MAX. HEIGHT.3 , LINO 4.3. REBAR SPECIFICATIONS PER STRUCTURAL PLANS 4.4. FOOTINGS WITH REBAR SHALL BE PER FRAMING PLANS 5. N. POST, BEAM, FOOTING AND POSITIVE CONNECTION PER ARCHITECURAL STRUCTURAL PLANS 6. N. FOUNDATION DRAINAGE TRENCH 12" WIDE BY THE DEPTH OF THE FOOTING. 7. N. ISOLATED FTG PER PLAN S. N. BEARING SOIL 1500 P.S.F. PER I.R.C. 1 I 0 �� D% 1 y 4 Deck Frmg / Ftg Scale: 1 If 2x 10 BLKG 6, 8 6, 8 2x 10 BLKG 3x6 BEVELED CUT DRILL HOLE IN THE 2x BLKG FOR�/j/",/z",j_____Inl CLOSED CELL BM PER PLAN W/ FOAM SPRAY 112 G.W.B. C 4, SIM W/ 112" [JRoof / Wall Scale: I -1 12 If ' 1 1 I N. SIDING ;; D 1; 6 1 11 1 ' --_--_--___1�1 FLASHING4- N.Be Ill u II N. PT 2x6 1 1 N. PT 2x6 _ - - i � 1 ,^ -�--------- i \/�\ \/�\ / // I T �h T E// Reserve for the Buildin De artment g P .', :.. ' . �•� •' . N N -- - - I1I\//\//\//\/ 1 = 1-1 I I -III 1 = /\/\/ / 1 \\�\\�\\�\\ \/\/\/\ \\\� 1 � , _ \\ /i\\jam\\j/T - - _ - -I 2 N. Roof / Beam / Wall Scale: V 112 ff ® Wall / Foundation Scale: I ff ©J Wall / Footing Scale: I" Wall Section 3 Scale: 112 if 141IWall Section 2 Scale: 112 ff 3� Wall Section I Scale: 112 ff VL 4si hecff 199 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Beffevue, W,4 98004-3045 . . 206-619-3995 creativecomfort7@gmail. com NFtlRWR AI B D. d- Ozz 'Tz� � r Z O o p� o � � •� ° :� cu � v I ..- ,� ry O •' v •� � O � O • � cif N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jursdiction: City of Edmonds Building Code: I. R.C. 2021 7 SU ff/,26/20141 CITY OF EDMOI ID DEVELOPME Project 74A1 ®EPAR T M N Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property Is the sole property of CREATIVE COMFORT. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in Writing from (RiI iiVE COMFORT. Version: I_R-3 Sheet Number A-5.1 Budding Elements A � E -E 10 D -D A-5.5 A-5.4 .......... 6, 8 ..::::::::::::.................................::::::::::::: 4 A 5 2 3 A 5.2 A A 5.2 ELEV. 392.0000' Roof Construction I. N. COMPOSITION ROOFING, PER MFG. SPECIFICATIONS. N. 30 BUILDING PAPER. n 3. E. 12 SHEATHING O Ix6 SKIP SHEATHING. REMOVE "" �: 6' �� -- _-•' 7 ELEV�3_90_0�00a _12 Cc� _ s a. A , s 3 3 �� (REMOVE) 4. E. 2x4 RAFTER AT 24O.C.M VE S OC 0 ELEV�388_0�00(Y 5. E. 2x4 CEILING AT 24" O.C. (REMOVE) 6. 1 2x10 RAFTERS AT 24" O.C. PER ROOF FRAMING PLAN I ---------- - ��,, ----------�-- E. PLT �- -� � 11 " � ELEV. �386_00�00' �8.1. 7. N. H-2.5 PER N. RAFTER 8. N. INSULATION: SLOPE: R-49 BATT INSULATION B I� B N _� ELEV. 384.0000' B 8.2. FLAT: R-60 INSULATION 8.3. 1 " AIR SEPARATION ABOVE INSULATION TO THE RF SHEATHING 9. 1 CEILING: 5/8" G.W.B. 6 N 6'-S" 6 10. N. 2x4 RAFTERS AT 24" O.C. 11. N. SKYLIGHTDS PER PLAN I � I WNDW ELEV. 382.0000' N - (Dining lam Kitchen - - HDR 12. N. FLASHING AT PENTRATIONS NSTALLED PER MFG. SPECIFICATIONS 13. E. EAVE TRIM: 2x6 (REMOVE) `�` � �380_0000' M ( A ELEV. 378.9967 E. SUBLFR. = __________ ____ 14. E. GABLE TRIM: 2 x 8 REMOVE 15. N. TRIM: 2x6 (REMOVE) 16. 1 METAL GUTTER W/ METAL DOWNSPOUT p „ ME. Wall / N. Roof / N. Clg Scale: I �7 �� Wall / Roof Scale: I ______ ________________________ ___ 11 r - - ------ � F--FI�GRIz- ELEV.378.0000' III I�IIlmllllill�i I N N r�� N � I III B Exterior Wall Construction DRILL HOLE IN THE 2xBLKG FOR CLOSED CELL FOAM SPRAY �IIIIII - II I II I II I II I I I II I II I II- I I I 1LI�- -N1 1 I I I IRI 11 I II I VIII III 1. 11I I I III A 1 II I�I I I - ELEV�376_0�000' n 3x6 BEVEL BLCK 6 11=111=111=111� 11=11 I I I I I� I I=11 FI II I1=I I I="' ;' 11=I I=I I I=11I I11=III=111=111=111=111=I I I=I I I=1I1=1I I = II II II I I_I--III = I ICI-1111=111 1=11=1I 24-ITI=1I1=1I I 1-I I 11=111=1I�I I 11 iI--=11II =_1I_I_I11 = I-111=11 FI 1 I-11 ITT El I I-1 I-1 II 1-=1 I �I I-1 -- I-1 11=1-1 I� I I-1 11=1 11=1 = I . N. 6 EXPOSE LAP SIDING W/ 2x6 PT BAN W/ FLASHING 2. N. HOUSE WRAP 3 ---------------------- -r� IF I El 11. 11-I I IF I I -I I FI I I -I I IF I -III-I I I I=III-I I IE: I_I 11-1 III =1 I I-1 I -I I I -I I I-1 I I-1 I -I I I 1L _ _ _ lll ELEV�374_0�000' _ �J1=- = 1J1=- 111 lll=-ll1=-1LC=111 ll1 - 111=-1J1 111=- - - - - - - - - - - - - - - 4. N. SHEATHING PER PLAN, NAILING PER ENGR. SPECIFICATIONS 5. N. REFER TO WALL TAG AND WALL SCHEDULE 6. E. WALL: 2x4 STUDS AT 16" O.C. W/ N 1/8" FURRING W/ R25 CCSF 111j © A 7. N. WALL: 2x6 STUDS AT 16" O.C. W/ R-25 CLOSE CELL SPRAY FOAM 8. N. HEADERS PER PLAN W/ RIGIDED INSULATED HDR PER PLAN 9. N. DOORS & N. WINDOWS PER FLOOR PLAN �I - Building Section B B: As -Built scale: 1/4" CCQ66SDS2.5 A � i I i r-,-T-I---- - ----- - ----- i 10. N. ►/2" G.W.B. GLM-BM � � Interior Wall Construction 12 N. 1/2" G.W.B. 2. N. REFER TO WALL TAG AND WALL SCHEDULE 3 " CCQ66SDS2.5-��_----��_---� GLM-BM IJ L _1 .I. 6 5 ELEV. 392.0000' _ - - - - - - A 16, S 4. N. NON -BEARING WALL, 2x4 AT 24" O.C. 5. N. NON -BEARING PLUMBING WALL 2x6 AT 24 O.C. 12 6,g 12 ELEV. 390.0000 � � 6„ � 4 � N � �[ 4 6. N. 1/2" G.W.B. Main Floor: Floor Construction 8 Flr Jst / Bm / PSt / Ft scale: 1 ° g I. N. FLOOR FINISH PER PLAN. 2. EXISTING MAIN FLOOR CONSTRUCTION: E. BRG 2x4 WALL I E. PLT N 11 ELEV. 386.0000 - - - - - - - " 3 Beam / Post/ Beam / Roof Scale: 1 " E. Ix6 SHEATHING N 9 9 7.2 _7 ELEV. �384OO�O(Y 2. I . E. 2x8 JST W/ Ix6 SUBFLR 3. EXISTING GARAGE FLOOR: CONC. SLAB 4. NEW GARAGE FLOOR CONSTRUCTION: MIN, R 10 HIGH DENSITY �I II II F.:... II ------------------------ --------------------------- A-5.2 A-5.2 M g M _ B 6'-8„ POLYETHYLENE I�L----------------------- Ili i 1 i i M 6 N 6 F( WNDW ELEV. 382.0000' = Liv ng ZtC n HDR 7-2 5. NEW ADDITION FLOOR CONSTRUCTION: 5.1. 3/4" SUBFLOOR GLUED SCREWED I'l i --------------------------J---------------------- � M N F j y (U I 2 i �' N M ELEV.380.0000' 5.2. II-7/8"TJI 5.3. R-30 BATT INSULATION ► E.BM �� E.(2)2x4SHIMS �,: :,�, ��: :�� _�_�� ELEV. - - - - ' -------------- --- ---------------- -- --- --- --- Front Porch p•�___ .: ---- -- - -- -- ----- i/i�\\I E FIN GRDI'4O1/2" _ h� = ELEV.378.0000' H _ _ � �11=1Lt=1I F11 _ _ _ _ _ I I IF i 1=1I FI11 ----- `l - - - - -r:.-." L 1i lll L �Jl lll 111 I. E. CONCRETE STOOP. (REMOVE) 2. N. PT 2x6 JOIST W/ JST HNGR PER FRAMING PLAN R•.. .. r':'::;:. •j► '.': ':: ��` �: �: ' �: • •:: `, •.: ��' : ' �-;•'° : • �� I - - ---- - - ----- --- - �--_ - =h,�, ,' �,+ ,�-,-- =Ll,- -r1�- - 1=1i - -II III II _ II-III=III=11 III=1 _ m=I_-11=1I1: 1=1I I I =1I I I1=1 1I1 11 -1I FI I I� I1=1I1=1I1=1 - = I I -I I -III=1 I I=1 I I=1 I FI I I=1 I I I I I III=1 I�I•I 1=-+ICI I•�I I I- � +W-I I FI I I -III III I I FI I I -III -III III -III I I 1TI I I I I -I I FI I I -III -I I F ELEV. 3 76.0000' II IIIIIIII_III-IIIIII IIIIII II-111�124 I_I IIIIII III IIIIII II- II IIIIIIII- 3. N. BEAM AND POSITIVE CONNECTION PER FRAMING PLAN CONSTRUCTION DETAILS. \\�:. •%::::.:.. ` :•� .; ` .. .:, H. . I rT r rT r I I I FIT. =-1T_f 21'-6"( = = - - - _ _ _ _ __ __ _ = Fes- - = 4r F = a �I- -_ 11=III=III=111F 11 1LC= LIII-IIIIMrJ11_11LC= II - I �J116r-6 _CEV. 4. N. FTG ON BEARING SOIL PER IRC 1500 PSF \ .R' i.• ... "' ~ .... III - I11L(I=Ill 1/2" - 3r-7 3'-10": 374.0000' LLL LLLI-- 11111�1111r111111==111=11r111�11=111=11 11=111=1r111 11-111=111=11111=111=1=111�11=111= 11=11 Deck Construction \ =-11-111 O . . A O E. Fir Jst / E. Bm Pst Ftg Scale: 1" ' . �� 3'-6 1/2" 1. 1 TREX SPACE DECKING, HOME OWNER SELECTION 2. 1 PT 2x6 JOIST W/ JST HNGR PER FRAMING PLAN I 6" 12'-5 1/2" 3. N. PT BEAM AND POSITIVE CONNECTION PER FRAMING PLAN & CONSTRUCTION DETAILS. - E. IxI3 SHEATHING 4. N. FTG ON BEARING SOIL PER IRC 4 Wall / Ftg / Deck Frmg Scale: I " _________________________________________________ Building Section B - B: As -Built Remodel Scale: 114" @ Covered Deck Construction - -- - -- - -- - - -- - -- - -- - r�- I' J 1 1 A 1. N. TREX SPACE DECKING 2. N. 2x6 JOIST PER FRAMING, REFER TO FRAMING PLAN 3. 1 PT BEAM AND POSITIVE CONNECTION PER FRAMING PLAN _ CONSTRUCTION DETAILS. N. BM N. AC46 A \` 4. N. FTG ON 1,500 PSF BEARING SOIL PER IRC • �� Foundation Construction • ' .. >. . ► e ° ► •'A ° ;.. / /::., � � / N. PST N. ABA46Z •:•:.. ._ .. • '.w . , : �,: ':. _ - - - - - - _ - - A-5.2 I I' N N �� ,,, N m N i 7 � � -� N 7 I N PER STRUCTURAL ENGINEER PLAN S AND REPORT 2. N. MUD SILL PER PLAN PER DETAIL 3. EXISTING FOUNDATION: :.. .° ;' .. o a � °. ► . � p ► , ' \ •,►: •'. � :.: �:. _ , I� - A-5.2 - �I - � 3.1. WALL THICKNESS: 6" 4. NEW FOUNDATION WALL PER STRUCTURAL DETAIL. \ C ° ° \\ • D ►- ► D �. :.' - - i Sim 4. I . STEM WALL THICKNESS: 6" 4.2. STEM WALL MAX. HEIGHT:3', UNO / ° . .• fill .. >` ► •° / ••° ` ►°' �;"' • ;► \ ' II �I I I 4.3. REBAR SPECIFICATIONS PER STRUCTURAL PLANS 4.4. FOOTINGS WITH REBAR SHALL BE PER FRAMING PLANS . ° . :► , ,v:: :: /\ / o.►y ... �' •'. P :�:: / - I II I I; QI i ;' 11 ,; " I I 5. N. POST, BEAM, FOOTING AND POSITIVE CONNECTION PER ARCHITECURAL STRUCTURAL PLANS 10 E. Fir Jst / N. Bm Pst Ftg Scale: I " I ii ii 6 I 6 6. N. FOUNDATION DRAINAGE TRENCH 12" WIDE BY THE DEPTH OF THE FOOTING. 5 �� Deck Frmg / Bm / Ftg Scale: V 112 , : , ` `\\ 6 I I� 11 6 i (Dimon 7. N. ISOLATED FTG PER PLAN _ r n II 8. N. BEARING SOIL 1,500 P.S.F. PER I.R.C. _ ,,- -- Ll Reserve for the Building Department . ,, ,,, ------ ------ ---- ----- a • -------- N -------------------- In in <. ►.. o .:.► ' � � � :: • ... �� I - - - - _ _ - - - - - - _ � �%�%�% _ -- __ i----------------------- �� r� rrr �' I _ ----------------------J i I �r=1Tr=Tr=� r=�_r= \ .• •9 ^ R •• ��'. • \ e „ ► .. \ ....;►.=_-III \ \/ IT f1T -111 -_ 1 11 1 111-11 III __ __ I =_ I I -III I1 TI TIC=F1 1 I I E I I 1 111 111111-111 11 I I f I I-III-11 r T ri __ III -III -III -III -1 I I I III rl� �� 1Tl 1TT 111 111-I 11 -I =11 T i 1- I =-I = I - 1 _� 11 111 111 - __ - r-� ri =_ _111 I ► ... °. ... •►: :• e \\ •'• �, • \\ . ••► a►� ► .. ° // -_- I-_-_ I- I -1 I {ICI •�I I�I+I+I{ #II I- 1 --I I I I I 1- -1 -_-I I - I I -I I -- 1 I =- _=n ,11-1 I F1111 I 1-1 I I FEII- 1 1-1 1 1 JL.I� JL.I� ICI+. I I- 1-1 I I -I 11-1 1 1-1 1 1- 1 1-1 1 1-1 1-111-111 I11-111E1I1-111-III-III _- 1 1 1 1 1-1 1 1 1 1 1-1 11-I 11-I I I-1 JL.IL{I 1 1-1 1 1-1 1 1-1 1 1-1 I I I I 1� - 111E111E111E1I1-1I1-1I1-1II ► A► a -111E111E111E111E111E111E111E111E111-111-1 _ -I11-111E111E111E111E1I1-1I1-111ElI1-1I1-11 6 Deck Frmg / Bm / Ftg Scale: 1-112" I I Rftr / Brace / Clg Scale: I" © Wall Section 4 scale: 112" 50 Wall Section 3 Scale: 112" 14JI Wall Section 2 scale: 112If 3� Wall Section I Scale: 112" C VE O stiahCzsfieil_99 Precession � Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Beffevue, W,4 98004-3045 206-619-3995 creativecomfort7@gmail. com -it AI B D• O Q Q � 0 V o Q p� o 7t o � •Q � v v Q v QJ tn V � � o 161-11 N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jursdiction: City of Edmonds Building Code: I. R.C. 2021 SU ff/,26/20141 CITY OF EDMOr I D DEVELOPME Project CRMgM®EPAR T M N Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property Is the sole property of CREATIVE COMFORT. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from cR[vn[ :Ow OR t. Version: I-R-3 Sheet Number A-5.2 1 ' B Bulfil'ing Elements 6 QI E -E D -D A-5.5 4 A-5.4 3 A-5.3 A-5.3 Roof Construction 3 6 A 7 I . N. COMPOSITION ROOFING, PER MFG. SPECIFICATIONS. ' - I Z - 2. N.#30 BUILDING PAPER. 3. E. 112" SHEATHING 0/ 1 x6 SKIP SHEATHING. REMOVE 4. E. 2x4 RAFTERS AT 24" O.C. p' • a ,--r__ F7 I TT ° \\\\\\\\\\\\\\ _ ems. _,, `-S ' a� E. PLT - - >�fill, (REMOVE) 5. E. 2x4 CEILING AT 24" O.C. (REMOVE) 6. N. 2x10 RAFTERS AT 24" O.C. PER ROOF FRAMING PLAN 7. N. H 2.5 PER N. RAFTER <' 8. N. INSULATION: �' ° J" h •: �// �� ' ^ N _ _ _ _ I N N r � I 8'-4 3/4" 8.1. SLOPE: R-49 BATT INSULATION 8.2. FLAT: R-60 INSULATION 8.3. 1 " AIR SEPARATION ABOVE INSULATION TO THE RF SHEATHING I 7'-7" 0. N. 2x4 AFTERS'AT 24BO.C. 11. N. SKYLIGHTDS PER PLAN 12. N. FLASHING AT PENTRATIONS NSTALLED PER MFG. SPECIFICATIONS ° Garage ; i N 13. E. EAVE TRIM: 2x6 (REMOVE) E. S BLFR. ELEV. 378.916�' ; i----------L------� -�- /„ �________�-_-�_____N_ I 9 4 E. S.O.G.I 1TIT1ff�11T=�1- 14. E. GABLE TRIM: 2 x 8 (REMOVE) 15. N.TRIM: NIS 16. N. METAL GUTTER W/ METAL DOWNSPOUT 12 E.Wall/E. Fnd/N.Flro/E. Fir Scale: I° Decking/Bm/Ftg Scale: I° -1f1=1� _ ��„�,� - I. I � I I � �111111Fl -111- 111 7 �III=111=1I =1 I I I I �I I I -I -LI-I I I I 1=1 11=1 11=1 I I I 1=1 11=1 11=1 I �I 11=1LI=1 11=1 11=1 I I I I� 111 111 I I -I 111 III 11=1 11=1 11= B Exterior Wall Construction ��-' A �� F 1 � 1=11=1 - -11=1i i1=1i�I 1=11I�I1=1I1=1I1=1IIE1I1=1I1=1I1=1II�I1=111-111=111=1I1=111=11=1 I 1=1 II 1=11= 11I 1=1 =1 I� 1=1I�I1I 1 111 111=1 i 1=1 i 1 11-1 i 1-1 i �11 1 11 �1 1=111=1 11=1 I �1 11=111=1 11=1 I �1 11=1 I1=1 i 1-11 1 I 1=1 11=1 11=1I �1 11=1 11=1 11 1 1 1 1 i 1=1 i 1-11 11-1 i 1-11 111 11-1 i 11 �_ 11-11-11 1-111-11 _ 111-111 11-111-111-111 11-111-111-111 ��11-111-111-111-111-111-111-IIIEIIIEIIIEIIF_ _-111-11 _-_ __- �I �I 1. N. 6" EXPOSE LAP SIDING W/ 2x6 PT BAN W/ FLASHING �-�II ��-� -IIIE - - _ - _ - I I II I II I I I II II I I II I -I I III I II I II II I ITff= I I T A DISTANCE 2. N. HOUSE WRAP - - - 4. N. SHEATHING PER PLAN, NAILING PER ENGR. SPECIFICATIONS 5. N. REFER TO WALL TAG AND WALL SCHEDULE 6. E. WALL: 2x4 STUDS AT 16" O.C. W/ N 1/8" FURRING W/ R25 CCSF - - _ 0' ' . A 7. N. WALL: 2x6 STUDS AT 16" O.C. W/ R-25 CLOSE CELL SPRAY FOAM 8. N. HEADERS PER PLAN W/ RIGIDED INSULATED HDR PER PLAN - T I T IT I T I T IT TI G 9. N. DOORS & N. WINDOWS PER FLOOR PLAN 10. N. I/2" G.W.B. �I Building Section C C. AV Built Scale. 114 " BEAM POCKET 0 Interior Wall Construction 15 I - 5 E - E A- .4 A 5.3 1. N. 112" G.W.B. 6 12 -' - --, A-5.5 A 5.3 A 4 I 2. N. REFER TO WALL TAG AND WALL SCHEDULE 3. " I 7r 1 12 4. N. NON -BEARING WALL, 2x4 AT 24" O.C. 5. N. NON -BEARING PLUMBING WALL 2x6 AT 24" O.C. 3 E. Wall / E. Roof / N. Clg Scale: I " N N � 4 - N 1-6 _ _ A E. PLT 6. N. I/2" G.W.B. Main Floor: Floor Construction t I-) FLASHING 6 ® Decking / Bm / Ftg Scale: I " � 1. N. FLOOR FINISH PER PLAN. 3 `,,` �"'�,�^�� 8 7 N `�--- N I M M B N R 2. EXISTING MAIN FLOOR CONSTRUCTION: 2.1. E. 2x8 JST W/ I x6 SUBFLR 3. EXISTING GARAGE FLOOR: CONC. SLAB ` ` ---- A 5.3 A 5.3 I DiningB '-7" boom laundry I 4. NEW GARAGE FLOOR CONSTRUCTION: MIN. R 10 HIGH DENSITY POLYETHYLENE -------------------��1 1 hn iui ini ----------------==y u M 6 N 7'-2" 1 I " t t 1 _ i N 2-6 13-6' M N ' M 5. NEW ADDITION FLOOR CONSTRUCTION: 5.1. 3/4" SUBFLOOR GLUED SCREWED 5.2. 1 1-7/8" TJI �. 1 1 • 1 . d 1.. o •e 1 .. r� mad ', 1 a� .. •• $. I' i N 3. I i E. $UBLFR�. ELEV. 379.041 %k 5.3. R-30 BATT INSULATION a II II II 1 - _ _ „ .,k, ::.:.. .. ,. - . /' _ _ � _ +_ Ifl�l l - .�; If�11T_' II' 'rim _I r ll''I 111iiTi=_rrTf �l l l 'I II ILI"'I I �I �I f iiii'IT I'T��1ii`�TfTf"- � Tff Ip� 11=1 11= .: E. .O.G. - - III -III -I E Front Porch 1. E. CONCRETE STOOP. REMOVE (REMOVE) _ I~ 1 4d � •; I " _ - - III III III III 1=3.lu I I I -III -III -I I� I I -III -III -III I I -I I I II I I I -III -III -I I� I I III-1f-I I -I I III I I -I I -III -III I I -I I -I I -III I I -I I -III -III I I -I I -I I -III I I -I I -III -III I I -I I I I I I-W1JI I I I- I1=1I -I I1=1I1=1I1=1I1=1I1=J I1= I1=1I III I I- I1=1I I I1=J I I 1=1I III ��.-I = I1=J I1= I1=1I I I1=J I1= I1=1I I I1=J I1= I1=1I I I1=1I1=1I1=1I I I1=J I1= I1=1I I I1=J I I- I1=1I � I I1=1I I Ir:�, .::; I I1=1I I I1= I_ 2. N. PT 2x6 JOIST W/ JST HNGR PER FRAMING PLAN 3. N. BEAM AND POSITIVE CONNECTION PER FRAMING PLAN � / \ 1 __ 16' 24 _ CONSTRUCTION DETAILS. 44.. N. FTG ON BEARING SOIL PER IRC 1500 PSF �• jL I I I I da I� ' O . © © ® Deck Construction 1. N. TREX SPACE DECKING, HOME OWNER SELECTION O �� E. Roof / E. Wall Scale: 1-1 12 2. N. PT 2x6 JOIST W/ JST HNGR PER FRAMING PLAN 4 Deck Frmg / E. Fnd / E. Wall Scale: 314it S'-6" 3'-6 1/2" 12'-5 1/2" �3. N. PT BEAM AND POSITIVE CONNECTION PER FRAMING PLAN & 1 CONSTRUCTION DETAILS. 1 i ' 1 1 II 4. N. FTG ON BEARING SOIL PER IRC INSTALL CLOSED CELL FOAM SPRAY ;1 Building Section C - C. As -Built, Remodel Addition Scale: 114" DConstruction Covered eck BEFORE SHEATHING BEVEL SLICK I II B 11 6 1. N. TREX SPACE DECKING 2. N. 2x6 JOIST PER FRAMING, REFER TO FRAMING PLAN 3. N. PT BEAM AND POSITIVE CONNECTION PER FRAMING PLAN _ - - - - - - r T-IT-I-TI�-I'T-I TIT-TIT-ITI- CONSTRUCTION DETAILS. 4. N. FTG ON 1,500 PSF BEARING SOIL PER IRC Foundation Construction I.1 N. PER STRUCTURAL ENGINEER PLANS AND REPORT N. MUD SILL PER PLAN PER DETAIL 3. EXISTING FOUNDATION: 1 - CUTE. SLAB 1 13 �_ ;1 1 N ,~�' A-5.3 � N I M I M I I 1 1 � � A A _ i✓ - �- -_ i I A-5.3 A 5.3 I I 3.1. WALL THICKNESS: 6" 4. NEW FOUNDATION WALL PER STRUCTURAL DETAIL. 1 I I I 1 1 I SIM - J le - - 4. I . STEM WALL THICKNESS: 6" 4.2. STEM WALL MAX. HEIGHT.3 , LINO 4.3. REBAR SPECIFICATIONS PER STRUCTURAL PLANS GLM BM CCQ66SDS2.5 4.4. FOOTINGS WITH REBAR SHALL BE PER FRAMING PLANS 5. N. POST, BEAM, FOOTING AND POSITIVE CONNECTION PER ARCHITECURAL STRUCTURAL PLANS 0 E. Conc. Slab / N. Ftg Scale: I 1 i 6. N. FOUNDATION DRAINAGE TRENCH 12" WIDE BY THE DEPTH OF 1 i ! ; THE FOOTING. 7. N. ISOLATED FTG PER PLAN \\\\�� 0 ... A 6 1 1 B 1 6 B i 6 , B 1 6 1 S. N. BEARING SOIL 1500 P.S.F. PER I.R.C. o 0.................................................. LOO I L ®®®®® , 379.0417 -L---I 1 i ' 1 Reserve for the BuildingDepartment P GLM BM CCQ66SDS2.5 1--� 1 TI ---�___-I----- ----� ; ��-- 1� I 11 I +a' 1.. °,.'..•.'� :•.., .� ''' I ', : IFTr°l�~T' Ij1'TT I 1 I "°' '.•' :...... •�.,'. .:.._- rll l ITT' TTT Tf I if I T=1 i 1 ' �'✓/j/\//\//\//\// I 1=1 I I III -I I I� 1Tr Trl �I �I T� 1Tr �rl I =:11 IFEI I I �rl �I �I Tr- T T-TrI �fl I I T7 -rrl- III -_-I I -_ _ _ _ _� - M = _ I I I I� I 1 X, =1 I I _ _ 1=1_ - 1.. =1 I _ � 111-11 111-111 11.. 111-111 111 111=1 11=1 I I=1 I 1=1 11� - 1:�': •r \\ \\\/ - _ = -11 =-I I 1- 1 1-1 1 1- -� r - - - 1 1-1I1-1 1-1I1-� -1I1-1 1 1-1I1-1I1-1I1-1I1 I I I -I I I 1 I I 1 I� -1 11=1 I I -I 11-1 11-I I I -I I I =-11 =- =- - - - - - _ - - _ 1 I I-1 1 1-1 1 1-1 1 1=1 1 1-1I1T1 1-1 I I-I�I I-1 -1 t - 111-1 1-111-1I1 111-111-111-111-1 0 0 0 0 11 C6 - -_-----t-I I I=1 I I=1 I I=1 I =1 I I=1 I =1 I�� .�� _ _ _ _ _ I I I=11-I I M 1 � _L, L4 _�1 111-I I I-111-111-111-111 111-1 1 I _ _ -I I I1//•' : I =- I III I....�/\\/\\/\\/\III III III I I _ III III=11I I�, :. '�/%/%/%/i I-11=1 I 1=1 I I a 1 FEI= 1 =- 1 =IEM___ _ - = -_= u - - - M 111 1��1�1111-111111 - - __i0E.. -- - I=1 1 �. �: .i . �, 11 1 1 :111111 1 1 I I � y it1 I =�1 _ = 1= =1 1 1=1 1 1=1 1 - =1 it 1 tl 1= - - - - - - - - -- I -I - - 5 Beam / Post/ Beam / Roof Scale: I- 112t, I I E. Wall / N. Roof / N. Clg Scale: I" © Wall Section Scale: 112 50 Wall Section Scale: 112 ° 14J Wall Section Scale: 112 3� Wall Section Scale: 112 C VE tiah199� Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Beffevue, W,4 98004-3045 • • 206-619-3995 creativecomfort7@gmaii.com All B D. O O � v 0 o � •O � �^ cn U � x -t Cliff ,� ry O o v U V � O coo . N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jursdiction: City of Edmonds Building Code: I. R.C. 2021 SU ff/�26/20141 CITY OF EDMO D DEVELOPME ProjectEORMIllM®EPAR T ME N Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 V All Rights Reserved. All contents within this sheet ro include [he intellectual property Is the sole property of CREATIVE COMFORT. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical inns, including information storage and retrieval systems without permission in writing from (RIA 1IvE COMFORT. Version: I_R-3 Sheet Number A-5.3 Budding Elements C -C B -B A-5.3 A-5.2 A -A A-5. I A Roof Construction D _ ,r 4-4 56 ELEV. 390.0000 _ r, 64 A 1. N. COMPOSITION ROOFING, PER MFG. SPECIFICATIONS. 2. N.#30 BUILDING PAPER. 1 II 30E. 12 SHEATHING O Ix6 SKIP SHEATHING. (REMOVE) ) ------------------------------------------- ---------------------�-T-----------T7--------- 0 - - - - - - - o� - - ar- = - 388.000 y _ _ _ _ _ _ _ - = - = - = - = y 4. E. 2x4 RAFTERS AT 24" O.C. (REMOVE) 4C1ELEV. 5. E. 2x4 CEILING AT 2 O.C. (REMOVE) ADD NEW 2x4 WALL C - - - - - - - E. PLT - �_ _ _ _ _ _ _ - ti 6. N. 2x 10 RAFTERS AT 24" O.C. PER ROOF FRAMING PLAN 7.N. H-2.5 PER RAFTER -----------''i------------ L'i----------- i�___------ =386.00004>-I I I i I I � N 8. N. INSULATION: I I I I I 8.1. SLOPE: R-49 BATT INSULATION 8.2Q FLAT: R-60 INSULATION ELEV. 384.0000' I ; I i -7" 6 8.3. 1 " AIR SEPARATION ABOVE INSULATION TO THE RF SHEATHING i ELEV. 382.0000' 7'-7" Garage Kitchen Living Ism I Master Bedroom 9. N. CEILING: 5/8" G.W.B. 10. N. 2x4 RAFTERS AT 24" O.C. 11. N. SKYLIGHTDS PER PLAN r----ram- T-� \\/ D°y A'• sy D\/� I g I SlM I �_; ' ELEV. 380.0000' REMOVE 2x WAL D I ' I E FIN. 12. N. FLASHING AT PENTRATIONS NSTALLED PER MFG. SPECIFICATIONS 13. E. EAVE TRIM: 2x6 (REMOVE) 14. E. GABLE TRIM: 2 8 ,' ^ . .. / D > •. ° e a .: • ►. /// °, I E. SUBLFR. I I ' =ELEV378-0000 - IIfT=T-�; I I E. SUBLFR. ELEV. 378.9167 - - - GRD. 11 „ x (REMOVE) 15. N. TRIM: 2x6 16. N. METAL GUTTER W/ METAL DOWNSPOUT C \\ •• S - A. II I I1Lam = - - I - - -- �•.� =1 I I II I 1 I -11 1.11 I IRom,' - - - - - - - �= I - - - - - e;. •st - - - - - - - 1-�' III-III-1 1� 11-III-III-1 111111 I I-1 I I I-1 I III-1 1� I-III-1 II-1 I 11-III-III E. FIN. GRD. - � - J IT�_�T� �7T �7-�� 77•r� 77-I� T��wil -III-I I �I I -III -III -I I �I-III-I� I -I I III -II- - T� I-- - - - - - - - - - - - - - -- - - - - - I 11� 11-III-III-1 1� 11-III-III-1 1� 11-III-111-1 1� 11-III-III-III-1 I I-1 II-II� 11-III-III-1 I I-1 I "'..• I-III-11 � • Exterior Wall Construction I I _ _ _ _ - - _ _ _ _ = _ - - - _ -111.1 11 �111-111-111-11 �111-111-111-11 �111� 11� 11-11 -11 11 1 �111-111-111-11 �111� 11� 11 11 1 1� 11� 11-11 �1 ELEV. 3 76.0000 I I ."I I I -III -III II -III -III -III II -III -III -III I I -III -III -III = 1T-III-III I I -III -III -III I I-Tf f- _ = Tf � I I -III I I -III -III = == == ======f- _ _ _ AIL= _ - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ I� I I I �I I I=� 11-III-I I I I� I 11-I 11-I I I= 11-1 11-I I I I� I I I� I I I� I IIII-III _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ 1-111-111-11 �111-111-111-11 �111-111-111-11 �111-111-111-11 �111-111-111-11 �111-111-111 11 �111 11-111-11 111 1 11-111 III I I -III -III -III I I -III -III -III I I -III -III -III I I-III-III-III-III-III-III-III-III-�-III-� II-III--1T1 -1T iTf= Tff=1T iTf= TI 1=1T�Tf1=1 I1=1 I f=1T Tff= _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _nIII-I I I� I I I III I� I I I� I I I �I I I°:µ B -III-I -I -I -III -III -I -III -III -I = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LIII III ll1;,llllll_III-III�III_III-III�III_III-III�IIIIIIIIIIII�I ELEV. 374.0000' 111 - = 11=1 1 1+11 i+�111 i -III -III -I -I -III -III -I -III -III -III -III -III -I -III -III -III -III -III -III -III -III -III -III -III _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = I_III-III�J139-3 I_III-III-1_ JllIIIIIIIIll1,;1Lt=1ll III�III�IIII III III 1'-' i 1 '-' 1+11 1 i1� 1' ` 1 i 11= I . N. 6 EXPOSE LAP SIDING W/ 2x6 PT BAN W/ FLASHING 2• N. HOUSE WRAP 3. j Ij E. Floor / N. Bm Pst Ftg Scale: I L7J Roof/ Wall Scale: I O O O 4 4. N. SHEATHING PER PLAN, NAILING PER ENGR. SPECIFICATIONS 5. N. REFER TO WALL TAG AND WALL SCHEDULE 6. E. WALL: 2x4 STUDS AT 16" O.C. W/ N 1/8" FURRING W/ R25 CCSF I '---------------- 50' 7. N. WALL: 2x6 STUDS AT 16" O.C. W/ R-25 CLOSE CELL SPRAY FOAM I B ---------------------- 8. N. HEADERS PER PLAN W/ RIGIDED INSULATED HDR PER PLAN 9. N. DOORS & N. WINDOWS PER FLOOR PLAN @ ' 6 10. N. 112" G.W.B. zi� X Building Section D - D: As -Built Scale: I /4" 'I C@ Interior Wall Construction Vold -_-_--_-_---_--_-_-_-- _---_---_-_-----_---_-_--= r 1 B - B 6 A - A A-5.4 513 4/2 A-5.2 A 5.4 A-5.1 2. N. REFER TO WALL TAG AND WALL SCHEDULE 1i It;l ��i A-5.4 A 5.4 3. 13EARING WALL, 2x4 AT 16" .1 I -- -----t--- -- - --�'i- -- II 1 5'-6" 6'-4tt 4. N. NON -BEARING WALL, 2x4 AT 24" O.C. ELEV.392.0000' 5. N. NON -BEARING PLUMBING WALL 2x6 AT 24" O.C. I I /�\// 6. N. 1/2" G.W.B. 1 Main Floor: Floor Construction , \\\ \\\ - T1 / �� I \/\/\/ T\\C 1e ..:e r e I\ \ :,.: D.. E L �/ 1 N I ELEV. 388.0000 M 1, M N N N I . N. FLOOR FINISH PER PLAN. 2. EXISTING MAIN FLOOR CONSTRUCTION: 2.1. E. 2x8 JST W/ I x6 SUBFLR \\ . ° .'. A \ \ ° /\ i 11 " ELEV. 386.0000 - - M 1 I I 3. EXISTING GARAGE FLOOR: CONC. SLAB 4. NEW GARAGE FLOOR CONSTRUCTION: MIN. R-10 HIGH DENSITY : t, POLYETHYLENE \\ \ r 1 r I I I ELEV. 384.0000' -7 I6 N + 7 -2 ( i I B 5. NEW ADDITION FLOOR CONSTRUCTION: 5.1. 3/4" SUBFLOOR GLUED SCREWED I I 6-8 SIIVI N 1 1 I I ( WNDW I i I @ i i 6 5.2. 1 1-7/8" TJI 2 ® " Wall / Foundation) / Floor scale. I ELEV. 382.0000' N N HDR ; ; N 1-01/2 I N 5.3. R-30 BATT INSULATION I (Vining � ; Living To er I I - p I, N g y Bedroom 2 �� Front Porch I; I ; I I; ELEV. 380.0000' I E. SU LFR. ELEV. 3 9.0417' 4 M 1 ------------------------------- -- -- ---____---------_u=_ E. SUBLFR. ELEV. 379.0417' - I---•----y'---•----y'---•---•---y'---•--- --y' --��----y'---•---•-- '---•--- - y---•---•-- y---•---•--y� --� _= I E. FIN. RD. " _1 - GR I. E. CONCRETE STOOP. (REMOVE) 1 --'YI------------ 'i ELEV. 378.0000' _ _ ___ - - _ _ - I I -I ;; _ " '_ti=ri 11 "n 1 0 1/2 . 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:; °c ..r�••.r. � T .:.:,:�:'�� - .:x . -1 ' ,:. r - � - - •sw -a: i..'.: �:r ' � __ •.... .p.. r i�-4 .n ..... 1LL 1�L.L - � I I-1�L.L 11.L 1�L.L t - 1:' .r :.:. - - .;i. � -i� ✓Yy...1:: •';.�:. :•�;:,'%°9: •,j':.; .rr:?Y"'�.. _I I ..yat � -- � • s. • � I I II. � I I I - I �1 1 I I �1 1=11 N. PT 2x6 JOIST W/ JST HNGR PER FRAMING PLAN 3. N. BEAM AND POSITIVE CONNECTION PER FRAMING PLAN I CONSTRUCTION DETAILS. 4. N. FTG ON BEARING SOIL PER IRC 1500 PSF � i � D � - �.' = = = = - - I = _ _ _ ELEV. 376.0000 � �I I-111= 11i r ::�I I I I-III-III=1 I I I -III -I 11=1 I =1 II I �I I I 1=1 I I 1=_ I I 11=1 I I I III 11=1 I I I I I I I 1=1 4 ..�-',p::..�. Deck Construction I . N. TREX SPACE DECKING, HOME OWNER SELECTION A 5.4 4 2. N. PT 2x6 JOIST W/ JST HNGR PER FRAMING PLAN Void 3. N. PT BEAM AND POSITIVE CONNECTION PER FRAMING PLAN d' G d 1 -- °' I°a-------------------------------------- 10'-91, 39'-3 CONSTRUCTION DETAILS. 4. N. FTG ON BEARING SOIL PER IRC 50 - @ Covered Deck Construction 2❑ Building Section D - D. As -Built Remodel Scale: 1 /4" 1. N. TREX SPACE DECKING ° a 2. N. 2x6 JOIST PER FRAMING, REFER TO FRAMING PLAN 3. N. PT BEAM AND POSITIVE CONNECTION PER FRAMING PLAN QI CONSTRUCTION DETAILS. 4. N. FTG ON 1,500 PSF BEARING SOIL PER IRC ' i I ( °> 7 � A 5.4 I Foundation Construction 1 - - -- - SIM - - - 7 A-5.4 _ _ I . N. PER STRUCTURAL ENGINEER PLANS AND REPORT N. MUD SILL PER PLAN PER DETAIL �< < IR 3. EXISTING FOUNDATION: 3.1. WALL THICKNESS: 6 I 3 ❑ 9 ❑ If Wall Foundation) Floor Scale: 1-1 /2 I IWi I 4. NEW FOUNDATION WALL PER STRUCTURAL DETAIL. II I II I I I I I I I I I I I I 4. I . STEM WALL THICKNESS: 6 II I I I I I I I I I I I I I 4.2. STEM WALL MAX. HEIGHT:3 LINO I I I I I I I I I I I I 4.3. REBAR SPECIFICATIONS PER STRUCTURAL PLANS ' I B 6 I i 1 i it if it if 1 i 4.4. FOOTINGS WITH REBAR SHALL BE PER FRAMING PLANS 5. N. POST, BEAM, FOOTING AND POSITIVE CONNECTION PER ' Sim j ' If if it if i i ARCHITECURAL STRUCTURAL PLANS 6. N. FOUNDATION DRAINAGE TRENCH 12" WIDE BY THE DEPTH OF THE FOOTING. l i i D 4 i 1 3 Ii f 1 6 7. N. ISOLATED FTG PER PLAN I 1 1 1 If if 11 if i I S. N. BEARING SOIL 1,500 P.S.F. PER I.R.C. Void 1 1 1 1 j 3 11 if 11 if If II If II if I I 8 I ' A 5.4 Reserve for the Building Department II I I11 I Dionm11 I If ifX II I I �:------ I ' ' I I 3 4 1 1 11 II 11 II - If II A 5.4 4 - - If I I I _ 2 I ( iif '' f 77 ��\ / / / / d I I D< 4 Vr_____�-____�.r_____ T. - ---- ',: --- 1 ---- .4 A. -------- - - - --- ___ V�-----� ---- -^. --- 1 - 1:;1 - Im -13 - - J'L - - - LI- _ 111 / �� \I .. - � C -\\//\\//\\//\\/ I I I I I C I I I-� \ \ \ .-I I I -I I I -I I I -I I 1-1 I I 1-1 1-1 11-1 I I \�/�//�\��.::.•�TTI- -I 11- - I I I� I � I I I I -I I I 1 I I I -I I I I 1-1 11-1 I .. .r ... _ __ 1 1-1 1 1-1 1 1 1 1 1-I 1 1 '' : a •'-r:;':f.`.;.... \\// _ 1 1 1r _-_- -_- �:.,. �.t..;.•..,:�.•...:....'. `\/ - I- I �♦\/\/\/\ _- r i- I \// �/ _r 1 1 = -III ///` �_�'..��;•: ��'� ''�:' �//� J 1= 4 I 0 Roof / Wall Scale: I © Wall / Roof / Beam Scale: 112" 0 Wall Section - 3 Scale: 112" PJ Wall Section - 2 Scale: 1 /2If 3 Ij Wall Section - I Scale: 1121f C VE O stiahCzr99 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Beffevue, W,4 98004-3045 . . 206-619-3995 creativecomfort7@gmaii.com All B D. O V Q V � zt Z �j Z' O o � � • O ,�•� ra tj v Irn ,� ry Ov nj V � � � O ' brO N Project Site: 19922 8 Is Place West Edmonds, WA 98026 Building Jursdiction: City of Edmonds Building Code: I. R.C. 2021 SU ff/,26/20141 CITY OF EDMO D DEVELOPME Projec9 CRMIIIM®EPAR T M N Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property Is the sole property of CREATIVE COMFORT. No part of this document and it's content cannot to be reproduced in any -or by any electronic or mechanical means, including information storage and retrieval systems without permission in WnRing from (RiI iiVE COMFORT. Version: I_R-3 Sheet Number A-5.4 • o 10 A 10 0 I M M E. FIN. GR _ =1Ii-I = 1 III Q) C-C B-B A-5.5 A-5.3 A 5.5 A-5.2 4'-4" A 5.5 5'-6" 4 4 A 1 01 Q 1'-6" 10 N. PLT MATCHES I W/ E. PLT 11 M 19, 7 7 � M rCovered Deck M I Deck B F N F 4 5 A-5.5 A -A 3 A 5.5 A-5.1 A-5.5 12 6'-4" ELEV�3_02.0�000 ,%� 412 �' 4 ELEV. 390.0000 L11 M N 6,8 1 -6 ELEV. �38800�00' N. PLT „ N 11 ELEV.386.0000' - N N I M I 7 7 ELEV. �384.00�00'1 N M N N9. N I M 6.8 WNDW Mister Bedroom N N B HDR ELEV. �38200�00' � 4 • I `` J� ELEV. 380.0000' I N ELEV. 379.cr4I 7' N. SUBLFR. I(D) N. FIN_. GRD. 1' 1 " 1'-2" ; �78. 000' I I' N N , 1=1 I E. FIN. GRD I ��I M M I I -I I N � - I1=1I �76. 000'- -I _ = 11=1I1=1I1=1I1=1I1=1 1=1I1=1I1=1I1 1=1I1=1I1=1I1=1I1=1I1=1I1= 1 _ _ _ 111-1 1=III=11 III=III=III=III-111�111-III-III=1 =___ =-III=III=III=III=III=III-111�111-III=III-111� H I l,l�ls1 I I -III -III -III -III -I I -III -III -III -III -III -III -I I -III -III -III -III -III -III- I I -III -III -III -III _ _ _ = _ _ _ _ _ =111 111=111=111=111 �74. 000 - , : , : , : , : L H 4 24' _ _ _ _ _ _ _ _ I_ Buifi�ng Elements Roof Construction I. N. COMPOSITION ROOFING, PER MFG. SPECIFICATIONS. 2. I N.#30 BUILDING PAPER. 30E. 1/2 SHEATHING 0/ Ix6 SKIP SHEATHING. (REMOVE) 4. E. 2x4 RAFTERS AT 24 O.C. (REMOVE) 5. E. 2x4 CEILING AT 24 O.C. (REMOVE) 6. N. 2x 10 RAFTERS AT 24" O.C. PER ROOF FRAMING PLAN 7. N. H-2.5 PER N. RAFTER 8. N. INSULATION: S. I . SLOPE: R-49 BATT INSULATION 8.2.� FLAT: R-60 INSULATION 8.3. I AIR SEPARATION ABOVE INSULATION TO THE RF SHEATHING N. CEILING: 5/8" G.W.B. 10. N. 2x4 RAFTERS AT 24" O.C. 11. N. SKYLIGHTDS PER PLAN 12. N. FLASHING AT PENTRATIONS NSTALLED PER MFG. SPECIFICATIONS 13. E. EAVE TRIM: 2x6 (REMOVE) 14. E. GABLE TRIM: 2 x 8 (REMOVE) 15. N. TRIM: 2x6 16. N. METAL GUTTER W/METAL DOWNSPOUT @) Exterior Wall Construction A L ^� L Roof / Bm Post Scale: V 1121f 10 I 0 _ rrrT��=_-rr=-TT --_ I f 1=1 I I III -I I II I I I -Ili I -I i I =-III-III-I i 1=1 I I 1 1= I- =1I1= 1=1I1=1I1=1I1=1I - II1=II1=II1=II1=1II=1I1=1 1=1I1=1I1=1I1=1I1 __ __ rrr=--------- rrr=-------- .-��.,.. ors^- III -III III III -III III 1=1 11E1 i 1=1 I __ -I i I -III III -I I I I I I -III -III -III -III -III -I 11- I I I=1�=f�=1I1=1I=1I1=1I1=1I1=1I1=1I1=1I1=1I I I II1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1 II = . N. 6" EXPOSE LAP SIDING W/ 2x6 PT BAN W/ FLASHING 2. N. HOUSE WRAP 3. _ 4. N. SHEATHING PER PLAN, NAILING PER ENGR. SPECIFICATIONS 5. N. REFER TO WALL TAG AND WALL SCHEDULE 6. E. WALL: 2x4 STUDS AT 16" O.C. W/ N 1/8" FURRING W/ R25 CCSF 7. N. WALL: 2x6 STUDS AT 16" O.C. W/ R-25 CLOSE CELL SPRAY FOAM 8. N. HEADERS PER PLAN W/ RIGIDED INSULATED HDR PER PLAN 9. N. DOORS & N. WINDOWS PER FLOOR PLAN 10. N�I/2" G.W.B. 11' -III- I=III=1 I�I�I-ll l 15' 6 3 26' @ Interior Wall Construction Building Section E- E: As -Built / Remodel / Addition Scale: I/off I. N. 1/2" G.W.B. 2. N. REFER TO WALL TAG AND WALL SCHEDULE 3. " 4. N. NON -BEARING WALL, 2x4 AT 24" O.C. 5. N. NON -BEARING PLUMBING WALL 2x6 AT 24" O.C. 6QN. 1 /2" G.W.B. Main Floor: Floor Construction PT 3x8 RIPPED TO WALL WITH PT 2x8 RIPPED TO THE REQUIRED DEPTH ~•' ' REDGUARD ` ':' 4 '• 4 A 4 _ _ 0AA-5.5 ( II 12 A 5.5 : : 9 � 6, $ �- ,- M I i I I ` I �_ - _ ✓ 6 $ N 6 $ 1 A 5.5 7 A-5.5 6, $ - � M M ` II i 1 ~� 3 Roof / Bm / Bm Scale: I - I �2 ff G10 IQI N. FLOOR FINISH PER PLAN. 2. EXISTING MAIN FLOOR CONSTRUCTION: 2.1. E. 2x8 JST W/ I x6 SUBFLR 3. EXISTING GARAGE FLOOR: CONC. SLAB 4 POLYETHYLENE HYLENE FLOOR CONSTRUCTION: MIN, R- 10 HIGH DENSITY 5. NEW ADDITION FLOOR CONSTRUCTION: 5.1. 3/4" SUBFLOOR GLUED iJ SCREWED 5.2. 1 1-7/8" TJI 5.3. R-30 BATT INSULATION Front Porch 1. E. FIN. GRD � FOUNDATION FOAM SEAL \\ \\ \\ \\ \\\\\\\\ ':''.: � � - I:.......... E. FIN. GRD --r-T-T j\�% !��;,' :<;::: // � /\\'.':6:•i:;;>��i:y`,,::;s /\\ N 1 \/ .:,,• ,..,, ,•,, \/ 1 1 1 1 1 - 1 1 4. D �4.1 �D � � �• � - r. :'..... M =i �� s' '--/�//�/%\/%\ I �. \/\\�\\�\\� I t" ; //\//\//\// 1 1 I87 I / /A :'... :••. I I I I 1 _ r 11 1 1Ell 11 1111 III-IIIIII-III- I . E. CONCRETE STOOP. (REMOVE) 2. N. PT 2x6 JOIST W/ JST HNGR PER FRAMING PLAN 3. N. BEAM AND POSITIVE CONNECTION PER FRAMING PLAN CONSTRUCTION DETAILS. 4. N. FTG ON BEARING SOIL PER IRC 1500 PSF Deck Construction 4 ff Roof / Bm / Post Scale: 1-1 12 E. FIN. GRD ; . ' ' .: ' I . N. TREX SPACE DECKING, HOME OWNER SELECTION 2. N. PT 2x6 JOIST W/ JST HNGR PER FRAMING PLAN 3. N. PT BEAM AND POSITIVE CONNECTION PER FRAMING PLAN � CONSTRUCTION DETAILS. 4. N. FTG ON BEARING SOIL PER IRC Covered Deck Construction 0 O o o �� 0 0 0 s;.;,,:'='y;•._ �i .i �j: r:��•.?i.•sr::s\\/\\/\\-�•.k•.r I ,,..,,.,-„��;; //\//\// ,:. Y. ,,,, 1 ///�//�//�/ i`•; ti'.•''=. VA VA 1 1 _ I ' I ff ri III -III -III -III -III -III I N TREX SPACE DECKING 2. N. 2x6 JOIST PER FRAMING, REFER TO FRAMING PLAN 3. N. PT BEAM AND POSITIVE CONNECTION PER FRAMING PLAN CONSTRUCTION 44.. N. FTG ON 1,500 PSFAB BEARING SOIL PER IRC H Foundation Construction / / �;.�:,:'; '::;:.� //\\ 7:�:;:..r"�.is,:':is / 111 1 \/ . ;,:.,,.,'::>•._... t; \ 1 1 1 1 1 11 _ _ _ 1 11 11 1 1 I 11 I 1 I 111 1 I 11 I [q12x_6 IXWail / FIr / Foundation Scale: 1 . ' • \ \ \~ ! ..°.6.►:• ...D. •°.'� ••'. .°!:•..• \� • ::. •, .. \� r °. •.� •. .. ° ° .• .. P •. • r ° . \ . .. \ \ o ° 6 • r ' . ... \ / '.... • ' '. y ,! .' �J .° :. ' .. R .. • ° / •D \\ '. ..� L D .. \ A-5.5 :�:�:: D 1 / / :.:.4.: �.i'�i'•'.` V/V/\ :. .. ...�'. .. .�. 11 I 11 I I I I 1 \\ .. .J. • .,: \\ // // /..,. ... �. // // / 1 -Ell1 11 1111 11I IIIIII-III-III-IIIIII-III-III-III N. PER STRUCTURAL ENGINEER PLANS AND REPORT N. MUD SILL PER PLAN PER DETAIL 3. EXISTING FOUNDATION: 3.1. WALL THICKNESS: 6" 4. NEW FOUNDATION WALL PER STRUCTURAL DETAIL. 4.1. STEM WALL THICKNESS: 6" 4.2. STEM WALL MAX. HEIGHT:3', LINO 4.3. REBAR SPECIFICATIONS PER STRUCTURAL PLANS 4.4. FOOTINGS WITH REBAR SHALL BE PER FRAMING PLANS 5. N. POST, BEAM, FOOTING AND POSITIVE CONNECTION PER ARCHITECURAL STRUCTURAL PLANS 6. N. FOUNDATION DRAINAGE TRENCH 12" WIDE BY THE DEPTH OF THE FOOTING. N ISOLATED FT PE PL N 7.G R A I S. N. BEARING SOIL 500 P.S.F. PER I.R.C. © Wall Sect Scale: 112ff 05 Wall Sect Scale: 112ff ® Wall Sect Scale: 112ff 30 Wall Sect Scale: 112ff 2� Wall Sect Scale: 112ff 5 Joist / Bm / Ftg Scale: V 1121f •'. 'y M 0 �.... •:.. ( ' .'. ;. . N \ \ \ \\�\\�\\�\\� ::' // /\/\/\/ VVVVVV/ . •�.:.: '''�' .. ......'. 6, $ ,._ - - - M N. 2x I 0 RFTR W/ 3-112" TAIL S-2.3 2x 10 BLKG 6 $ 6 $ ........................................................ ................................................................................................................................. :::::::::::::::::::::::::.:::::::::::::::::::::.:........................................................ ........................................................ 3x6 BEVELED CUT 2x 10 BLKG BM PER PLAN W/ 1/2" G.W.B. A 6$ 9 I 1 N. 2x 10 RFTR W/ 3-I/2" TAIL l METAL FLASHING 2 6 3 8 D ® 0 0 0 RIPPE FOUNDATION FOAM SEAL ° E. FIN. GRD _ ------- -- l RE<7GUA 8 ° °. D .D o ° ° ° ° Reserve for the Building Department D 6 Deck / Foundation / 2x6 Wall Scale: 3° I 12x6 Wall / Fir / Fdn / Deck Scale: I° �9 TJI Roof / 2x6 Wall Scale: I-1/2° % TJI Roof / Glu-Beam Scale: 1° �7 TJI Roof / 2x6 Wall Scale: 1-112ff C VE 0 stiahCis 99 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Bellevue, W,4 98004-3045 . . 206-619-3995 creativecomfort7@gmaii.com AI 130. O O � vim, r+ v 0 o � � •O � �^ cn ,� ry 0 Ov V � � � O 161-11 N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jursdiction: City of Edmonds Building Code: I. R.C. 2021 7 SUN n M ff/,26/20141 CITY OF EDIAOI I D DEVELOPME Project CRMllM®EPAR T M N Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: Jul 17 2024 Y f Revision - 1: September 25 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property Is the sole property of CREATIVE COMFORT. No part of [his document and it's content cannot ro be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from (R1l 1IvE COMFORT. Version: I_R-3 Sheet Number A-5.5 SECTION AM 104 Electrical Legend SMOKE DETECTION AM 104.1 General. Smoke detectors shall be installed in dwelling C -C A - A units used for home day care operations. Detectors shall be installed A-5.3 f A-5. I in accordance with the approved manufacturer's instructions. If the 50' Switch Outlets current smoke detection system in the dwelling is not in compliance — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _` SWITCH with the currently adopted code for smoke detection, it shall be l0'-9" 15'-3" 24' THREE-WAY SWITCH 3 upgraded to meet the currently adopted code requirements and FOUR SWITCH 4 Section AM 103 before day care operations commence. ® DIMMER SWITCHp 104.2 Power source. Required smoke detectors shall receive WEATHERPROOF SWITCH WP �AM their primary power from the building wiring where that wiring is 4'-4" 5'-6" 8'-8" LOW VOLTAGE SWITCH L � served from a commercial source and shall be equipped with a DOOR JAMB SWITCH o, battery backup. The detector shall emit a signal when the batteries CONTROL PANEL Cp are low. Wiring shall be permanent and without a disconnecting Receptacle Outlets switch other than those required for overcurrent protection. Required smoke detectors shall be interconnected such that if one Wafkway Master DUPLEX RECEPTACLE detector is activated, all detectors are activated. Deck 220 VOLT RECEPTACLE � AM 104.3 Location. A detector shall be located in each bedroom and any room that is to be used as a sleeping room, and centrally _ E O _ E O 4-PLEX RECEPTACLE WEATHERPROOF RECEPTACLE � =Q WP Hg FLOOR RECEPTACLE p located in the corridor, hallway or area giving access to each I GFC1 COMPUTER RECEPTACLE =0 C separate sleeping area. Where the dwelling unit has more than one 5'-6" - O ; ' ` \\ DEDICATED CIRCUIT RECEPTACLE � DC story, and in dwellings with basements, a detector shall be installed on each story and in the basement. In dwelling units where a story r stet -- 1 GROUND FAULT CIRCUIT INTERRUPTER GFC1 or basement is split into two or more levels, the smoke detector O lat r0 O LOW VOLTAGE RECEPTACLE L shall be installed on the upper level, except that where the lower 2'-6" i SWITCHED RECEPTACLE � S level detector be installed 3'-6" r -� contains a sleeping area, a shall on each level. Where sleeping rooms are on the upper level, the detector � �I 2020 ` 9Vtasterr Lighting Fixtures shall be placed at the ceiling of the upper level in close proximity to — — — — — SL I Bedr0 m � CEILING MOUNT the stairway. In dwelling units where the ceiling height of a room Y g g g 21 -6 I � I _ ' S =�� 21'-6r, open to the hallway serving the bedrooms or sleeping areas exceeds 13'-6" 202o I 202o I Main Deck �� i L-= \ CEILING MOUNT, PORCELAIN PC that of the hallway by 24 inches (610 mm) or more, smoke SL SL o� � A „ 2 LIGHT PUCK 0 detectors shall be installed in the hallway and the adjacent room. Detectors shall sound an alarm audible in all sleeping areas of the 12'-6" �-E O Uer 75C0 _ I RA FA 100 ___4 �4�.,' '�'4 E E RECESSED CAN, LOW VOLTAGE 0 LV dwelling in located. I2o =L1� =L1= - unit which they are I 202o I I =r-= 4" RECESSED CAN =�g_4 6 I I I I _ / ¢ 6 = 5" RECESSED CAN 6" RECESSED CAN _L!51� 5 2020 xa ,�_oo,�O 6" RECESSED CAN, EYEBALL ==6 E =�=6, WALL MOUNT —0 MSZ-GS 18NA 4 r� 4 / L O UNDER-COUNTTER LIGHTING TRACK LIGHTING _ cry 6, E r 6, E r, E Ba GFC1 - _ - =�6, . -�� z FLUORESCENT 2x4 (4) BULB ini I�oo 20410 1 2040 1 �•� ,� �_,' =r� Bedroom 3 N ' sL Li in Room sL I 4 =L°1 T - -LJ N 24' Auxiliary Systems 45'-6" =L =4 ( =r - '' �6, E DOOR BELL - / CHIMES CH — — — — — — — — — — — — — — SMOKE DETECTOR / CARBON MONOXIDE DETECTOR 24 =�4 �_ _ _ _ _ - _ ��-j�=4 r�1�97; =4 GF 1==J—�_ THERMOSTAT TELEVISION OUTLET OT TV Broan Fan Schedule OA D " D GFC1 EA cP N. ELEC WH _ _ 4 RAV.4 _ r L G 4 - 2440 I 0 L % I DW I I ,L _ _ 2040 SL -- =�4� ,I-6, CP - E L CABLE JACK C D MODEL CFM SONES N �- v A-5.4 7' rF 4 =_2 2 I SL GFC1 I I I 4 =L I EQ EQ EQ _ I E t 0 Bedroom 2 ZINTERNET °° �5. JACK 1� D M D Gaun 1y I �4 CG T4 7 7 MODEM JACK LP5010ODC 90 50/80/100 <0.3 0.7 1.2 4" _ 4 _L1_ 4 �_ I FAN -EXHAUST O QTXE110150DC 120 10011301150 <0.3-0.4-0.7 6" L =4 =L =4 GFC1 AK7036CS EV PLUG. ® rl- I / 3 FAN -CEILING W/LIGHT F I . FAN NOTED IN THE FAN SCHEDULE IS FOR PROJECT SUBMITTAL DEFAULTS. Hg SKSDR360SIS Hg 2. GENERAL CONTRACTOR CHOOSING TO CHANGE THE FAN SCHEDULE I ELECTRICAL METER [E IS REQUIRED TO THE CHANGES TO THE HOME OWNER AND CREATIVE COMFORT. � I�NrCh 3. FANS LISTED TO BE ENERGY STAR® Certified 4. TO INSTALLED PER CODE. I Sidewalk ELECTRICAL PANEL E. PANEL 5. FANS TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS. 6. WHOLE HOUSE FAN SHALL BE HARD WIRED TO A 24 HOUR TIMER. _ — — — DIMENSION LEGEND 7. DUCTED FANS MUST ALWAYS BE VENTED TO THE OUTDOORS. Driveway Li 4'-4" I 5'-6" 8'-8" NEW BLDG ELEMENTS 7 Reserve for the Building Department 4 — — -6„ — — EXISTING BLDG ELEMENTS 10'-9" ---------------- 39'-3" — — — — — — Revision 2 October 2 3, 2 02 4 -- I 50' C-C I B -B A -A A-5.3 A-5.2 A-5.1 Scale: I /4" = I'-0" 20 Electrial: Wire Installment Scale: NTS DI Main Floor Pllan: Lighting, Light Switches and Eletrical Receptaclel Scale: 11411 C VE O stiahCzr99 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Oeffevue, `OVA 98004-3045 206-619-3995 creativecomfort7@gmail. com NFtlRWR AI m B D. d- o �U ry �^ � 0 l :O o o� > --a ca U X t- o � � 0 ao N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I. R.C. 2021 S lJ 4� '/,26/20141 CITY OF EDMO D DEVELOPME Project 74Alti®EPAR T M N Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July 9, 2024 Bid Issued: May 16, 2024 Structural Issued: July 10, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of ( juo ii ri coma. i. i. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from aain nv[ , 0%fl �ii (- Version: I—R-3 Sheet Number E-1.1 51811 1411 14" 91" ELEC. 14" 14" 911r 71-711 PANE 14 90?1 9031811 141r 7- ❑ D t7 rr 1411 1411 0 17rr 3411 IJ Ll Ll 11 1711 6211 5011 5011 112" 124 1/2" 91-4 1/2" 10'-5 1/2" VERIFY SPACE WITH THE HOME OWNER VERIFY SPACE WITH THE HOME OWNER 191 Laundry Elevation: Storage Scale: 318" A2 Laundry Elevation: Storage Scale: 318° -r- 36" 1llULL LLV I# I Kitchen Elevation: Island Scale: 318" I #1 Kitchen Elevation: Island Scale: 318" I [a I Kitchen Elevation: Island 1211 0 72" 37" 1 4311 0 0 0 0 I I I 36" 14 13 12I r1M C nvPyPil (ilvrf- ----- — - - -\, SPACE TREY DEC K'G 3„ 24" 36" 18" 18" 1112" 99" Driveway Scale: 318" B I Kitchen Elevation: Island, Preparation Scale: 318" 01 Interior Main Floor Plan: Cabinetry 01 Kitchen Elevation: Preparation & Storage 71-711 RANGE / VENTING SECTION ,/ENT R scs EQ 3611 EQ Walkway Sidewalk 0 wLast er 'LVI.I� ►_� 2" 27rr 27n 3011 12 If 17 16 15 36" 3611 II II Il II 1811 90" 90" 18rr to OLDoo 0� 2 3/4" 30 30' 2411 3611 24' 3011 9" 24" 11 212 3/4IF 3 17-8 3/4" [al Kitchen Elevation: Cooking, Preparation & Storage I�DODL [a I Kitchen Elevation: Preparation & Storage <> Interior Notes I . CONSTRUCT PER CURRENT I.R.C. 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITION IN THE FIELD. 3. DIMENSIONS ARE FROM FINISH SURFACE TO FINISH SURFACE. U.N.O.. 4. REFER TO ARCHITECTURAL FLOOR PLANS FOR ADDITIONAL INFORMATION. 5. SHOULD ANY QUESTIONS ARISE CALL CREATIVE COMFORT BEFORE PROCEEDING OR THE RESPONSIBILITY OF THE DECISION IS ALL YOURS TO INCLUDR ALL CAUSE AND EFFECT. 6. ALL MATERIAL FINISHES, TEXTURE OF MATERIALS, COLOR AND ALL SPECIFICATIONS TO BE APPROVED BY THE CLIENT PRIOR TO PURCHASE AND INSTALLATION. 7. \ 8. INSTALL 2x4 FLAT OVER THE NEW 2X4 WALL. THE NEW 2X4 FLAT TO PROVIDE BACKING FOR THE HANGING BRACKETS. Ceiling Notes I . CONSTRUCT PER CURRENT I.R.C.. 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITION IN THE FIELD. 3. DIMENSIONS ARE FROM FRAMING SURFACE TO FRAMING SURFACE. 4. SHOULD ANY QUESTIONS ARISE CALL THE OFFICE BEFORE PROCEEDING OR THE RESPONSIBILITY OF THE DECISION IS ALL YOURS. 5. REFER TO THE GENERAL NOTE SHEETS AT THE FRONT OF THE SET FOR ADDITIONAL INFORMATION. 6. REFER TO THE STRUCTURAL ENGINEER'S SHEETS FOR ALL LATERAL AND STRUCTURAL INFORMATION. 7. REFER TO GENERAL NOTE SHEETS FOR ALL ENERGY, VENTILATION AND INDOOR AIR QUALITY. 8. REFER TO MAIN FLOOR ARCHITECTURAL SHEET FOR WINDOWS, SKYLIGHTS AND DOORS SPECIFICATIONS. Cabinet Type: Base on F� > O' Cabinet Nomenclature W I H I D Drawing Number Room Remarks Inches 1 1 B 30 34 1 2 24 C 1 Kichen 2 1 B 27 34 1 2 24 C 1 Kitchen Rollout Shelves 3 1 DB - 3 30 34 1 2 24 C 1 Kitchen 4 1 TB 9 34 1 2 241 C 2 Kitchen 5 1 OB 30 34 1 2 24 C 2 Kitchen 6 1 DB-4 24 34 1 2 24 C 2 Kitchen 7 1 RG-B 36 34 1 2 24 C 2 Kitchen 8 1 DB - 4 24 34 10 ?41 C 2 Kitchen 9 1 DB - 3 30 34 1 2 24 C 2 Kitchen 10 1 DB-3 30 34 1 2 24 C 2 Kitchen 11 1 B-R 18 34 1 2 24 B 2 Kitchen 12 1 RB 18 34 1 2 24 B 2 Kitchen 13 1 SB 36 34 1 2 24 B 2 Kitchen 14 1 1 EP 30 134 1 2 24 B 2 Kitchen 22 1 1 SET 51 34 1/2 241 E 1 Bath 23 1 DB - 3 27 34 1/2 24 I F 1 M. Bath 24 1 SB 15 34 1/2 24 F 1 M. Bath 25 1 DB - 3 27 34 1/2 24 F 1 M. Bath 26 1 SB 15 34 1/2 24 F 1 M. Bath Cabinet Type: Upper F� O' Cabinet Nomenclature W H D I Drawing Number Room Remarks Inches 15 11 W 30 30 12 C 1 Kitchen FE: Left & Right 16 1 1 W 27 30 1 121 C 1 Kitchen 17 1 W 27 30 12 C 1 Kitchen 18 1 W 30 30 12 C I Kitchen 19 1 W 36 18 12 C 2 Kitchen EP: L&R, Ran ehood 20 1 W 36 12 24 C 3 Kitchen Refrigerator 0 Cabinet Specifications Cabinet Terminology Scale: 1 /`f 1. Cabinet Box: 314" Plywood B BASE DOOR & DRAWER, 2. Wood Specifies: B-L BASE DOOR 8 DRAWER, LEFT HINGE 3. Stain: B-R BASE DOOR 8 DRAWER, RIGHT HINGE 4. Door Style: Shaker BFHD BASE FULL HEIGHT DOOR 5. Door Hardware: Soft Close OB OVEN BASE 6. Drawer Front: 5 Piece RB RECYCLE BASE 7. Drawer Hardware: Soft Close RG RANGE BASE 8. Drawer Hardware: TB TRAY BASE Full Extension, Undermount 3DB DRAWER BASE 3 DRAWERS 9. Crown Detail: 2" x 2" L Shape 4DB DRAWER BASE 4 DRAWERS 10. Light Rail: SB SINK BASE Symbol Legend P-6 PANTRY 6 DOORS W WALL W-L WALL, LEFT HINGE CABINET TAG W-R WALL, RIGHT HINGE BP BACK PANEL 2 DETAIL TAG EP END PANEL A2. I SHEET LOCATION FE FINISH END REV Reserve for the Building Department E C*0- -T stia6Cished 1992 Precession & Grace Transforms Dreams into Reality 1611116th,4venue Northeast Suite 224 Beffevue, W,4 98004-3045 206-619-3995 creativecomfort7@gmail. com AI BID. �t- o � .O U O o - U 0 v X V � ° d0 � C4 OA N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 202 I SU h 126/20V CITY OF EDMO1 Project COMPaMPME ID T N Designer: Vernon May 3, 2024 Client: Mr. 6 Mrs. Hoff July 15, 2024 Design Issued: July 9, 2024 Bid Issued: May 16, 2024 Structural Issued: July 10, 2024 Construction Issued: July 17, 2024 Revision - September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual PropertyIs the sole property of CREATIVE COMFORT. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission In writing from CREATIVE COMFORT. Version: I R-3 Sheet Number I-1.1 15" 13" 13" 13" I 96 � I 42" I I I I LAUNDRY BASKET I I 20112 91" n 1 1/2" I-1 5/8" 18 3/8" 1 15" 91" 91" 15" 7'- 7" 90 3/8" 15" 15" 3 1/2' 12 it I [a I Bath Elev.: Linen / Tub - Shower Scale: 318" In I Bath Elev.: Toilet/ Sink Cabinet Scale: 318" 10 I Living Rim Sct.: Shelving Scale: 318" I [ff I Living Rim Elev.: Shelving Scale: 318" I 7'-7" 1 91" 129" 1 1/2" 15" 1 27" 1 75" 1 27" <> Interior Notes I . CONSTRUCT PER CURRENT I.R.C. HB 15" 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITION IN THE FIELD. ;I 27" 3. DIMENSIONS ARE FROM FINISH SURFACE TO FINISH SURFACE. U.N.O.. Maste `--� 15" 4. REFER TO ARCHITECTURAL FLOOR PLANS FOR ADDITIONAL INFORMATION. baLNIO%%Z 5. SHOULD ANY QUESTIONS ARISE CALL CREATIVE COMFORT BEFORE j PROCEEDING OR THE RESPONSIBILITY OF THE DECISION IS ALL YOURS TO 27" INCLUDR ALL CAUSE AND EFFECT. _ 6. ALL MATERIAL FINISHES, TEXTURE OF MATERIALS, COLOR AND ALL II2020 ' SPECIFICATIONS TO BE APPROVED BY THE CLIENT PRIOR TO PURCHASE ;>L - AND INSTALLATION. - 8. INSTALL 2x4 FLAT OVER THE NEW 2X4 WALL. THE NEW 2X4 FLAT TO PROVIDE BACKING FOR THE HANGING BRACKETS. 4 RA / FA R I oo Ceiling Notes I I . CONSTRUCT PER CURRENT I.R.C.. j 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITION IN THE FIELD. Ji �IaCC 2020O 3. DIMENSIONS ARE FROM FRAMING SURFACE TO FRAMING SURFACE. SL 4. SHOULD ANY QUESTIONS ARISE CALL THE OFFICE BEFORE PROCEEDING OR THE RESPONSIBILITY OF THE DECISION IS ALL YOURS. 5. REFER TO THE GENERAL NOTE SHEETS AT THE FRONT OF THE SET FOR ADDITIONAL INFORMATION. 6. REFER TO THE STRUCTURAL ENGINEER'S SHEETS FOR ALL LATERAL AND Bath STRUCTURAL INFORMATION. 7. REFER TO GENERAL NOTE SHEETS FOR ALL ENERGY, VENTILATION AND o o I I fi INDOOR AIR QUALITY. 40 0 20 112 -� 1/ (D8. REFER TO MAIN FLOOR ARCHITECTURAL SHEET FOR WINDOWS, SKYLIGHTS 1 AND DOORS SPECIFICATIONS. 7 13 112" - 13" 1 j 17 112, jer -6 IXT 01 Partial Floor Plan Scale: 114" 129" Revision 2 10'-10" October 23, 2024 I I F 2 I M. Bathrm Elevation: Toilet Rm / ShowerScale: 318" I DJ I Bath Elevation: Sink Cabinet Scale: 318" I I J rf-5 rf Sg" LL I I I I L--J I I I I I L--J 7 75' 3711 11 1� 351/4" 421/4" 77 1/2" 6'-6 1/2" If? 7'- 7" 91" 38 75" " 3 7" I I I I L__-1 I I I I I I I I I I I I L__J L--J 76" 6'-5" 711211 6'-6 1/2" 12" 75 ff i [04 I W.I.C. Elevation: Shelving & Hanging Rod Scale: 3/8°I G3 I W.I.C. Elevation: Shelving & Hanging Rod Scale: 318° 101 W.I.C. Elevation: Shelving & Hanging Rod Scale: 318° I [a I W. 1. C. Elevation: Shelving S Hanging Rod Scale: 318° Cabinet Type: Base on F� > O' Cabinet Nomenclature W I H I D Drawing Number Room Remarks Inches 1 1 B 30 34 1 2 24 C 1 Kichen 2 1 B 27 34 1/2 24 C 1 Kitchen Rollout Shelves 3 1 DB - 3 30 3412 24 C 1 Kitchen 4 1 TB 9 34 1 2 24 C 2 Kitchen 5 1 OB 30 34 1 2 24 C 2 Kitchen 6 1 DB-4 24 34 1 2 24 C 2 Kitchen 7 1 RG-B 36 34 1 2 24 C 2 Kitchen 8 1 DB - 4 24 34 1 2 24 C 2 Kitchen 9 1 DB - 3 30 34 1 2 24 C 2 Kitchen 10 I DB-3 30 34 1 2 24 C 2 Kitchen 11 1 B-R 18 34 12 24 B 2 Kitchen 12 1 RB 18 34 1 2 24 B 2 Kitchen 13 1 SB 36 34 1/2 24 B 2 Kitchen 14 1 1 EP 30 134 1 2 24 B 2 1 Kitchen 22 1 1 SET 51134 1/2 24 E 1 I Bath 23 1 DB - 3 27 34 1/2 24 F 1 M. Bath 24 1 SB 15 34 1/2 24 F 1 M. Bath 25 1 DB - 3 27 34 1/2 24 F 1 M. Bath 26 1 SB 15 34 1/2 24 F 1 M. Bath Cabinet Type: Upper F� O' Cabinet Nomenclature W H D Drawing Number Room Remarks Inches 15 1 W 30 30 12 C 1 Kitchen FE: Left & Right 16 1 W 27 30 12 C 1 Kitchen 17 1 W 27 30 12 C 1 Kitchen 18 1 W 301 30 12 C I Kitchen 19 1 W 36 18 12 C 2 Kitchen EP: L&R, Ran ehood 201 11 W 36 12 24 C 3 Kitchen Refrigerator 0 Cabinet Specifications Cabinet Terminology I. Cabinet Box: 314" Plywood B BASE DOOR & DRAWER, 2. Wood Specifies: B-L BASE DOOR 8 DRAWER, LEFT HINGE 3. Stain: B-R BASE DOOR & DRAWER, RIGHT HINGE 4. Door Style: Shaker BFHD BASE FULL HEIGHT DOOR 5. Door Hardware: Soft Close OB OVEN BASE 6. Drawer Front: 5 Piece RB RECYCLE BASE 7. Drawer Hardware: Soft Close RG RANGE BASE 8. Drawer Hardware: TB TRAY BASE Full Extension, Undermount 3DB DRAWER BASE 3 DRAWERS 9. Crown Detail: 2" x 21 Shape 4DB DRAWER BASE 4 DRAWERS 10. Light Rail: SB SINK BASE Symbol Legend P-6 PANTRY 6 DOORS W WALL W-L WALL, LEFT HINGE ®3 CABINET TAG W-R WALL, RIGHT HINGE BP BACK PANEL 2 DETAIL TAG EP END PANEL A2. I SHEET LOCATION FE FINISH END REV Reserve for the Building Department C VE 0 stia6Cu 199 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Beffevue, W,4 98004-3045 206-619-3995 creativecomfort7@gmail. com All B ID. O o � i QJ u V � M x o � y v Zt ton 0 i O 4 d0 G1C OA N Project Site: 19922 8 I st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 su V1 �16/201� CITY OF EDMO1 Project CODIt]MR9JPME IDE T N Designer: Vernon May 3, 2024 Client: Mr. 6 Mrs. Hoff July 15, 2024 Design Issued: July 9, 2024 Bid Issued: May 16, 2024 Structural Issued: July 10, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 �r All Rights Reserved. All contents within this sheet to include the intellectual property Is the sole property of CREATIVE COMFORT. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission In writing from CREATIVE COMFORT. Version: I R-3 Sheet Number El- 1.2 0 Demolition and Remodeling Notes <> Project Scope of Work C -C A-5.3 B - B A-5.2 A - A A-5. I I . ADJUSTMENTS TO THE BUILDING ELEMENTS IS NOTES PER THE PLAN. A. THE SCOOE OF THE PROJECT: 2. BUILDING ELEMENTS BEING REMOVED TO BE DISPOSED OF BY CITY A.A. REMODELING THE MAIN FLOOR A.B. ADD A MASTER SUITE REQUIREMENTS. --------------- 50' ---------------- - - - - - - - A.C. CONVERT THE GARAGE INTO CONDITION SPACE. A.D. REPLACE THE ROOF FRAMING. 3. BUILDING ELEMENTS BEING REMOVED ON THE EPA LIST TO BE TESTED AND DISPOSED OF PER EPA REQUIREMENTS. B. REFER TO THE PLANS FOR SPECIFICATIONS, REMODELING AND 4. EXTERIOR DOORS AND EXISTING WINDOWS TO BE REMOVED OR UPGRADES. REFER TO THE AS BUILT /REMODEL PLAN FOR NEW O O O ® ADJUSTMENT TO THE PLANS, C. PROJECT SQUARE FOOTAGE IS PER CLASSIFICTION OF SPACE. DOOR AND WINDOW SPECIFICATION. REFER TO DOOR & WINDOW SCHEDULES FOR SIZES AND SPECIFICATIONS. D. THE AS -BUILT SQUARE FOOTAGES IS BASED UPON FIELD MEASURES OF 5. AS -BUILT PLANS DEVELOPMED FROM ON -SITE MEASURING. 4'_4" 5'_6„ 8F_81' THE EXISTING STRUCTURE. 6. THE PERMITTED PLANS TO REMAIN ON SITE DURING CONSTRUCTION. E. GENERAL CONTRACTOR TO VERIFY MEASURES AND ALL ON SITE CONDITION OF EXISTING AND ADDITION PLANS. 7. EXISTING 2x WALLS TO BE REMOVED. F. ADJUSTMENTS TO THE BUILDING ELEMENTS IS NOTES PER THE PLAN. S. EXISTING HEATING SYSTEM TO BE REMOVED. 9. EXISTING WATER HEATER TO BE UPGRADED TO A TANKLESS WH. 10. EXISTING APPLIANCE TO BE REMOVED. 11. EXISTING PLUMBING FIXTURES TO BE REMOVED. 12. EXISTING WATER LINES TO BE REMOVED OR UPGRADED PER THE REMODELING. 13. EXISTING WASTE LINE TO BE UPGRADED, VERIFY. 14. 15. EXISTING BATHROOM FIXTURES TO BE REMOVED. EXISTING WALLS SURFACE AND INSULATIONS TO BE REMOVED. O O 16. EXISTING VERTICAL SPLICED STUDS TO BE REPLACE WITH FULL 17. LENGTH STUDS FOR SILL TO TOP PLATE. EXISTING FLOOR TILE ON THE MAIN FLOOR TO BE REMOVED AND DISPOSED. REFER TO NOTES 2 AND 3 FOR ADDITIONAL 18. INFORMATION. EXISTING MASONRY FIREPLACE TO BE REMOVED FROM ABOVE THE 19. SUBFLOOR AND FTG TO REMAIN. EXISTING ROOF INSULATION TO BE REMOVED AND CLEAN E. (Deck INSULATION INSTALLED TO THE R VALUED REMOVED E - E E - E 20. EXISTING ROOF FRAMING TO BE REMOVED. A-5.5 EXISTING 2x4 DECKING, 2x8 FRAMING, 2x BEAMS �- AND CONC. FTGS (REMOVE) Foundation Legend 21. EXISTING ELECTRICAL WIRING: UPGRADED IF NECCASSRY. 5 E. CCESS WELL 22. EXISTING ELECTRICAL PANEL: ADD ADDITIONAL BREAKERS. E. CONC. PAD (RE ) 23 24. , ODE 2 !NSfA I l NEW rl EG fRll A I PANELN PER PERPLAN EXISTING SIDING TO REMAIN. 2 O - I UFF (REMOV) :. .. �-• ram: '-- f ... ,-..��. .,-� �� :. , .'. __ �... 71 7 .�� -'�� p W W � 25. REMOVE EXISTING DECKING AND DECK ELEMENTS... -- -- - - ii •:l - -- NO MUDSILL -- -- - -- -- -- E. CP ACCESS - �. ": FTG DRN LINE '•• •°�: Y aL; 26. ADD NEW DECK AND/OR COVERED DECK 1 i.rr_ SITE VERIFY 27. REMOVE EXISTING PAD AT THE MAN DOOR OUT OF THE GARAGE. 10 -9 39 -3 E. CRAWLSPACE VENTS a. E. FOUNDATION STEM WALL CONTINUOUS FOOTING I c. 28. 29. REMOVE EXISTING PORCH STOOP. ADD NEW PORCH. L: •� / NO MUDSILL E. CrazvlspaCe EXISTING FDN BEAMS IS MADE OF (1) 2x8 8 SUPPORT WITH WOOD SHIMS OR POST LOCATED IN THE RIM JOIST. \ �T E. 2x8 AT 16" O.C. �.� �: 24' J Z p � W ►�- 30. GENERAL CONCTRATOR TO SECURE ALL REQUIRED PROJECT PERMITS. 4 = I 5 6 z I- / / I (2) ON CONCRETE FTG OF VARIOUS SIZES CMU MASC fY \ �FIREPLACE OVE SUBFLRREMOVED \ \ �� \ I \ \ \ o k, sl - - - - - - - - - _ FTG - - - - - - - - - DRN LINE o � �. ar, e �J � '�� + r:. r--, r- , r--, ----,---,---, LV ]F �`---J �`---� ---, Z FOUNDATION STEM WALL & CONTINUOUS FOOTING FDN . W/ CP ACCESS -_J(1) �V-- `---� L--�1) `---� 24' II. L� 2x8 28 (2) 2x8 E MECH F ' DEVICE LREMOVEJ (2) 2x8 (2) 2x8 (2) 2x8 EXISTING � BEAMS, POST AND FTG TO BE REOVED �1 D- D NO MUDSILL: Q NO MUDSILL 11 D- D A-5.4 ,1 �� I. 1 1_11 O - A-5.4 BEARING LOAD SYMBOLS E. FLOOR LEGEND rr E. 2x8 AT 16" O.C. "• CONCENTRATED LOAD FROM ABOVE DEL STUD E..1 NO MUDSILL E. CP ACCESS �.'� �' ® TRIPLE STUDS ® 4x4 POST EXISTING RESIDENCE -- --------- .. .. .T -mow -r .. . �...,..r--7 777 S� ..� -r . -,�- , f .:, . r��:.. �r 77 -----------------------------G-~-------� N. FTG DRNG (E, Poi W E CP A ® 4x6 POST 6x6 Posr 10 - 1-11 ACCESS ARE Stoop POST, FULL HEIGHT PLATE TO TO FOUNDATION /FOOTING - -SIFFEE PSF EXISTING GARAGE E. SicfezvalkJ CONVERTED INTO RESIDENTIAL SPACE E. (I�rivewway I �-- ---------- � DIMENSION LEGEND ,._6„ I 4,-4„ 5,_6„ 8,_8„ NEW BLDG ELEMENTS Reserve for the Building Department 10'-9" 39'-3" - - - - - EXISTING BLDG ELEMENTS Revision 2 October 23, 2024 0 2' 4' 8' C-C B -B A -A A-5.3 A-5.2 Scale: 1 /4" = 1'-0" C� VE stia6Cished 199Z Precession & Grace Transforms Dreams into Reality 1611116th,4venue Northeast Suite 224 Beffevue, W,4 98004-3045 206-619-3995 creativecomfort7@gmail. com MFtlR .R AI B D. mot- O 0 � � v 0 U - . v u M x N 0 Zt � 0 u • can V 4 O do tip G//1��C►► N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 SU 31 1 i26/20141 CITY OF EDMOr Project C0DgWR8DPME ID T il N Designer: Vernon May 3, 2024 Client: Mr. 6 Mrs. Hoff July 15, 2024 Design Issued: July 9, 2024 Bid Issued: May 16, 2024 Structural Issued: July 10, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of aei � i i\ i - i. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means,including information storage and retrieval systems without permission in writing from CRI n 1111 10111 OR I. Version: I-R-3 Sheet Number AS- 1.1 0 Foundation Footing Schedule Foundation Notes: Architectural E. FLOOR LEGEND C -C B - B A - A 13 S-2.3 POST WITH POSITIVE CONNECTION PER PLAN L- J ON 12" x 12" x 8" CONCRETE FOOTING WITH I . CONSTRUCT ALL BUILDING ELEMENTS AND ASPECTS OF THE BUILDING PER CURRENT INTERNATIONAL RESIDENCTIAL CODE A-5.3 A-5.2 A-5.1 12 (2) #4 REBAR SET IN EACH DIRECTION. FURTHER INDENTIFIED AS I.R.C.. MAXIMUM LOAD SHALL BE 1,500 P.S.F.. 2. INFORMATION IN THIS PLAN IS ARCHITECTURAL IN PURPOSE. 50' EXISTING RESIDENCE POST WITH POSITIVE CONNECTION PER PLAN 3. REFER TO THE STRUCTURAL SHEETS FOR CONSTRUCT OF THE 10'-9" 15'-3" 24' # ON 18" x 18" x 12" CONCRETE FOOTING WITH BUILDING ELEMENTS TO BE CONSTRUCTED PER CURENT IRC AND L - J 1 g (2) #4 REBAR SET IN EACH DIRECTION. PER STRUCTURAL ENGINEER INFORMATION IN THE STRUCTURAL SHEETS LABELD AS "S". STRUCTURAL BUILDING ELEMENTS IN THE I I MAXIMUM LOAD SHALL BE 3,375 P.S.F.. PLAN IS CLARITY OF THE FULL ASPECT AS IT APPLIES TO THE BUILDING AND ITEM ASSOICATED WITH THE PROJECT. . t . A-5. I F] L POST WITH POSITIVE CONNECTION PER PLAN EXISTING GARAGE 10, 6' 7 8' 1. ON 24" x 24" x 12" CONCRETE FOOTING WITH 4. EXSITING BUILDING ELEMENTS NOTED IS BASED UPON ON SITE CONVERTED INTO 4'-4" 5'-6" - _�- (2) #4 REBAR SET IN EACH DIRECTION. L - F1 24 MAXIMUM LOAD SHALL BE 6,000 P.S.F.. MEASURING AND VERIFICATION. AS BUILT PLANS APPROVEDED BY GENERAL CONTRACTOR. RESIDENTIAL SPACE 16 �� t�'�` 5. CONSTRUCT OF NEW FOUNDATION TO BE CROSS REFERENCED A 5.2 PT 2x 12�� y� PT 4x6 HF#2 �`+ �J�` k F_ - - POST WITH POSITIVE CONNECTION PER PLAN ON 30" 30" 12" CONCRETE FOOTING WITH WITH THE SITE PLAN. R6' FDN DK BM-02 N-- IP x x (3) #4 REBAR SET IN EACH DIRECTION. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING INFORMATION - - - 12" 1_ 12"1 - - J MAXIMUM LOAD LOAD SHALL BE 9,375 P.S.F.. AND BUILDING ELEMENTS TO INCLUDE SOIL BEARING. INFERENCES FON 26, X Walkway 11'-9 1/4 1 ' 3/4" 30 TO BE NOTED AND FORWARD TO CREATIVE COMFORT IN WRITTEN DR 9H. Dec FORMAT. NON -REPORTED INFORMATION TO CREATIVE COMFORT 1 1/2" 6' 6 L 6 2' IMPACT UPON THE ASPECTS OF THE BUILDING TO INCLUDE CAUSE N. F G DRNG 2' POST WITH POSITIVE CONNECTION PER PLAN AND AFFECT IS UPON THE SUBCONTRACTOR AND/OR GENERAL ON 36" x 36" x 12" CONCRETE FOOTING WITH CONTRACTOR. _ _ _ _ _ (3) #4 REBAR SET IN EACH DIRECTION. MAXIMUM LOAD LOAD SHALL BE 13,500 - E E T�'c PT 2x 12 R3 - - - - - - - - - - - - - - - - I 7. AS -BUILT MEASUREMENTS IS BASED UPON ON SITE I p 12'-9" 3' 10'-3" 3' 1 i 4 2 3 i 1 P.S.F.. MEASUREMENTS. S -6 r, 1 I 4'-6" I 1. 4'-11 " 36 I -4 5 10 I S. STEP FOUNDATION WALL AND FOOTINGS PER SITE CONDITION. REFERENCE EXTERIOR ELEVATIONS AND BUILDING SECTION FOR I T SYMBO 1 1 2" i \ I IS A 5. I Foundation Notes: Concrete THE ATIONS O ADDITIONAL INFORMATION ND SPECIFICATIONS. O ABA44Z, TYP ( ^1- - - 7 1- �` I 2 O I. VERIFY ALL WRITTEN DIMENSIONS AND CONDITION IN THE FIELD. 9. REFER TO THE AS-2.1 FOR ADDITION INFORMATION AND - - I P 2'_6" 1 1/2" �_ _ 1 -1 z IF ANY QUESTIONS SHOULD ARISE, CALL CREATIVE COMFORT SPECIFICATIONS 3'-6" 2 I S" I S" I S" I 1 " " 32 -2 11/16 8.6 32 -2 11/16 1 I o 1 BEFORE PROCEEDING OR THE RESPONSIBILITY OF THE DECISION IS 10. EXISTING WASTE LINE LOCATION TO BE FIELD VERIFIED. I C 7'-6 1/2" ® PT 4x I 0 HF 2 TT&VK B PST SYM E OL M ARKS THE 1 1 .° I 1 d` 1 I+� �- 1 z 1 C 2. ALL YOURS INCLUDE ALL COST. ALL CONSTRUCTION AND DESIGN SPECIFICATIONS PER 2018 I.R.C. 11. ENERGY CODE APPLICATION TO THE BUILDING IS UPON THE I8" 24J D� LOCATIO OF B 44Z, TYP '' ��ti I I I I J C�, I P�J REFER TO FOOTINGS NOTES FOR BEARING PRESSURE GENERAL CONTRACTOR TO IMPLEMENT. 21'-6" 5'-2 1/4" 1 ': I I I P�' 1 21' 6" REQUIREMENTS. ��` �.��` + + I A 5.5 13'16" PR' PQ'�c� PT 4x I HF 2 FDN DK BM-0 I I I L - 4J 3. ALL REINFORCED BAR SHALL BE GRADE 40 WITH MINIMUM LAP. QC� I I I 1 I 1 CORNER BARS SHALL BE 24" IN EACH DIRECTION AT ALL BEARING LOAD SYMBOLS 12r-6" 1 15E@' - - - - E tF - - - 1 1 �8" I I 5V: Crawlspace I 182E g'_6" I 10 E - E4. HORIZONTAL REINFORCEMENTS. THE REBAR IS TO BE PLUMB AND SQUARE. INSTALL REBAR TO THE REQUIRED HEIGHT. ALL REINFORCE BARS SHALL BE SECURELY TIED WITH # 16 `UCONCENTRATED LOAD FROM A-55 A 5.5 Cove d Deck 6 MIL BLACK VP BARRIER 1 LL 1ABOVE A-5.5 DOOUBLE ANNEALED IRON WIRE.. z I 1 6 MIL BLACK I .Z.� I 1 ® DBL STUD ® TRIPLE STUDS 7'-8 1/4" 6' PT SYMBOL M RKS THE LOCATION OF ABA44Z, TYP N. FTG DRNG 1 1 VP BARRIER +� �� a � 1 1 Qj� 8 I 1 I 1 4'-9" 6, 5. 4" CONCRETE SLAB W/ W.W.M. ® 4x4 Posr I I P� A-5.1 I I CONC. PAD FOR MECH. EQUIP., 6. REFER TO BUILDING SECTIONS AND FOUNDATION DETAILS FOR 18" 18" 18" �I 8" I8" I I I 1 I- 1 I 1 PAD SIZE PER MFG SPECS. FOUNDATION WALLS AND FOOTING FOR ADDITION ® 4x6 POST ® 6x6 POST 6 - I N-- 1 PT 4 1 HF#2_FDN DK B 01 I 2' „�. -. :�- .�� ,--��: �- •-.,.�� ; r-. - -�-..-nr.. '' ::..'..: • :': "'� ��'_.�.., : �'; B 7. INFORMATION. REFER TO STRUCTURAL ENGINEER DRAWINGS FOR ADDITION 6x6 POST, FULL HEIGHT PLATE :.i' SPECIFICATIONS. TO FOUNDATION / FOOTING I [.� E. CPACCESS - --- .14 I.A. 14 l A 5.2 � . I 11'-8 1/2„ Foundation Notes: Framing 10'-9" --- - �r�.'.----- -----'---'----- 39'-3 " --------------------- ---- Tf DIMENSION LEGEND I;:: I. VERIFY ALL WRITTEN DIMENSIONS AND CONDITION IN THE FIELD. 1. .� IF ANY QUESTIONS SHOULD ARISE, CALL CREATIVE COMFORT I ��, ] E. CrawCS �.'°I pace 6 MIL BLACK VP BARRIER T �.: BEFORE PROCEEDING OR THE RESPONSIBILITY OF THE DECISION IS 7'-6" 24' ALL YOURS INCLUDE ALL COST. I I•'� ''I �ti o. m U 2'-8" 2. ALL CONSTRUCTION AND DESIGN SPECIFICATIONS PER I.R.C.. NEW BLDG ELEMENTS I.' �. I S 5 S S 4 7 -6 _ _ 1 Q I,1 I -8 2 3. ALL SILL PLATES SHALL BE 2x6 PRESSURED TREATED WOOD TO WIDTH OF STEM WALL WITH 1 /2" DIA. ANCHOR BOLT WITH A 1 1 I �V Confliction X. -1 MINIMUM DEPTH OF 7" EMBEDMENT. SECOND SILL PLATE TO EXISTING BLDG ELEMENTS ; �. r: 4x I OAF 2�DN BM 0 I I F � 4x I r #2FDN BM 0 IN Space -_ -_ - - _ _ MATCH THE WIDTH OF THE BASE SILL PLATE. ANCHOR BOLT TO L 2 n _24J I 24J 30„ 2 n �'' BE PLACED PER STRUCTURAL ENGINEERS REPORT. ANCHOR BOLT Foundation Legend g II�J ESPDXY #4 REBAR I S" ` �4J Is, TO BE PLACED AT A MINIMUM OF 12" FROM THE END OF EACH SILL PLATE AND FROM EACH CORNER. ANCHOR BOLT TO BE I 24' [ l INTO E. FTG ��' �� ' �� ,� N��F �,� � +�� ti �' 24" +�0 �o�' +� ��, � p,+�0 p,�'�• D,+ p, Pk Q,P CENTERED IN THE 2x6 TREATED PLATE. U. N. 0. ,k2Q,Po� 11 -10 1/2 � I I D - D 4. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, EXPOSED TO THE EARTH AND EXPOSED TO THE WEATHER SHALL BE PRESSURE LLi W I A -5.4 �0+� J�O�O� ;� ESPDXY #4 REBAR INTO E. FTG co m 0 Q T I A-5.4 TREATED OR TREATED WITH APPROVED CHEMICALS OR PROTECTED WITH APPROVED MATERIAL PER I.R.C.. FTG DRN LINE = `.� 18'-6 1/2" 11'-9 1/4" I �1 7 I 5. ALL POST SHALL BE PRESSURED TREATED OR TREATED PER I.R.C. ALL POST CUTS, DRILLED HOLES AND MODIFICATIONS TO POST TO ��4 SITE VERIFY - - - - - - - - I ry A-5.1 BE TREATED AS SPECIFIED PER I.R.C.. E. FOUNDATION STEM WALL CONTINUOUS FOOTING I I EO ':y co cc I 6. ALL SPECIFIED POSITIVE CONNECTORS AND FASTENERS IN THIS E. P ACCESS � r..-�: �- - -^ ,� �� ,^-. --.--��•,�� -r.-- _ -. --f� . ...... .• .. _ , :..: - - - - - - PROJECT IS SIMPSON STRONG TIE. PRODUCT SUBSTITUTION MUST BE APPROVED BY THE STRUCTURAL ENGINEER OR CREATIVE C Q � � 8' N. STEM 6" WALL AND �j: ®. DS E. CP ® DS COMFORT. 10" 12" x 6" FTG - 1'-11 " - - LCESS ARE 7. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT POSITIVE CONNECTIONS HAVE BEEN INSTALLED PER - - - - - - - - MATCH DEPTH WITH UPGRADE CP ACCESS TO URRANT I.R.C. STANDARDS MANUFACTURES SPECIFICATIONS AND STIFFENERS HAVE BEEN FTG DRN LINE :. N-.>•:. THE E. FTG �V. P0 C INSTALLED. - - -/-Y - E. Sidewalk 6'-101/2" 30'-3 5/S" 91 10'-S 3/8" 8. ALL NAILING SHALL BE IN COMPLIANCE WITH THE 2018 I.R.C. FOUNDATION STEM WALL CONTINUOUS FOOTING DIMENSION LEGEND TABLE 2304.9. I, NAILING SCHEDULE Z CC Q� y I 18 I S 7'-6" +� }�� AICo ��ti ti Q Q NEW BLDG ELEMENTS _ _ .77�o 0 4'-4" I 5'-6„ P��o P�� 8'-8" 7, 6„ , - - - - - - I 1 EXISTING BLDG ELEMENTSTGDRNLINEo I A . Reserve for the Building Department FOUNDATION STEM WALL CONTINUOUS FOOTING W/ CP VENT ° e II '4 10'-9" 39'-3" Revision 2 - - - - - - - - - - - - - 23, 2024 Z J a.°October -A ...Q A : •," d: 50' nu 0 2' 4' 8' CL C -C B-B A -A FTG ' - ��- - Simpson Strong -Tie ABA44 S1'-0" A-5.3 A-5.2 A-5. Scale: I /4" = I'-0 DRN LINE FOUNDATION STEM WALL & CONTINUOUS FOOTING FDN. W/ CP ACCESS C� VE stia6Czs 199 Precession & Grace Transforms Dreams into Reality 1611116th,4venue Northeast Suite 224 Beffevue, W,4 98004-3045 206-619-3995 creativecomfort7@gmail. com MFtlR .R AI B D, � �' V - V o 0 v u U � N o � � y v Zt can 0 V O � G1C N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 � SUN 1 i16/20141 CITY OF EDMOr Project C0DgWR8DPME ID T N Designer: Vernon May 3, 2024 Client: Mr. 6 Mrs. Hoff July 15, 2024 Design Issued: July 9, 2024 Bid Issued: May 16, 2024 Structural Issued: July 10, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of aei � i i\ i , .:,on �c i. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from , U n 1111 10111 OR I. Version: I_R-3 Sheet Number AS-1.2 Q 2x Framing Notes I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITION IN THE FIELD. IF ANY QUESTIONS SHOULD ARISE, CALL THE OFFICE BEFORE PROCEEDING OR THE RESPONSIBILITY OF THE DECISION IS ALL YOURS. 2. REFER TO THE I.R.C. PRIOR TO ANY INSTALLATION OF FRAMING MEMBER OR ANY DRILLING, AND CUTTING AT ANY LOCATION. YOUR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES TO ANY OF THE FRAMING, TO INCLUDE TOTAL REPLACEMENT COST AND DAMAGES. THIS APPLIES TO ALL TRADES PERSONAL. 3. THE LAST PERSON TO MODIFY ANY MEMBER OF THE STRUCTURE WILL BECOME THE RESPONSIBLE PERSON FOR THE ENTIRE STRUCTURE. 4. ALL FRAMING MEMBERS TO BE INSTALLED SQUARE, PLUMB AND TIGHT WITH A TOLERANCE OF 1164" . 5. ALL CONNECTORS AND FASTENERS FOR WOOD CONSTRUCTION SHALL BE SIMPSON OR EQUAL, ALL SPECIFIED CONNECTORS AND FASTENERS MUST BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. 6. ALL NAILING SHALL BE IN COMPLIANCE WITH THE 2021 I.R.C.. TABLE 603.2 (1), NAILING SCHEDULE 7. SEE FLOOR PLANS FOR ADDITIONAL FRAMING INFORMATION. 8. DO NOT OVER DRIVE NAILS OR STAPLES OR SECURE INTO THE FRAMING MEMBERS OR THE SHEATHING. 9. DO NOT OVER CUT ANY OF THE FRAMING MEMBERS OR THE SHEATHING OVER CUTTING IS MODIFYING THE STRUCTURAL MEMBER. 2x Joist Hanger Schedule 2x8 FACE MOUNT HU28 SINGLE TOP FLANGE HU28TF FACE MOUNT HU28-2 DBL TOP FLANGE HU28-2TF 2x10 FACE MOUNT HU210 SINGLE TOP FLANGE HU2 I OTF FACE MOUNT HU210-2 DBL TOP FLANGE HL1210-2TF 2x12 FACE MOUNT HU212 SINGLE TOP FLANGE HU212TF FACE MOUNT HU212-2 DBL TOP FLANGE HU212-2TF Cut holes with care and in the joist web only Cut only round holes and only in the center of beam O Maintain adequate distance from bearings III, h NA DO NOT use sawn lumber for rim board or blocking, as it may shrink after installation. Use only engineered lumber. STRUCTURE C-C B - B A -A LEGEND A-5.3 A-5.2 A-5.1 50' FULL HEIC GEARING WA EXPOSED TYPICAL H CONTINUOU' HEADER TO OUTS 45'-6" 4'-4" 0 I 10'-91, kC-C I KB B A-5.3 01 Main Floor Framing Plan: TJI at Residence & 2x at Deck's 5'-6" 3 � I L-1 I I L-1 0 Oo .EGEND 7'-6" E-E A-5.5 NEW BLDG ELEMENTS ---7-6 --�: EXISTING BLDG ELEMENTS Revision 2 October 23, 2024 0 2' 4' 8' Scale: 1 /4" = I I-011 Scale: 114" TY Floor Framing Notes I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITION IN THE FIELD. IF ANY QUESTIONS SHOULD ARISE, CALL THE OFFICE BEFORE PROCEEDING OR THE RESPONSIBILITY OF THE DECISION IS ALL YOURS. 2. REFER TO THE TJI RESIDENTIAL APPLICATION GUIDE AND FLOOR DETAIL SHEET SERIES PRIOR TO ANY INSTALLATION OF FRAMING MEMBER OR ANY DRILLING, AND CUTTING AT ANY LOCATION. YOU SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES TO ANY OF THE FRAMING, TO INCLUDE TOTAL REPLACEMENT COST. THIS APPLIES TO ALL TRADES PERSONNEL. 3. DETAIL CALL OUTS CORRESPOND TO TJI'S DETAIL IN THEIR RESIDENTIAL APPLICATION GUIDE FOR FURTHER INFORMATION. H I DETAIL NUMBER AS 5. I SHEET NUMBER 4. ALL CONNECTORS AND FASTENERS FOR WOOD CONSTRUCTION SHALL BE SIMPSON OR EQUAL, ALL SPECIFIED CONNECTORS AND FASTENERS MUST BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 5. ALL FASTERNS SHALL BE IN COMPLIANCE WITH THE 2018 I.R.C. TABLE 602.3(I ), NAILING SCHEDULE AND THE I -LEVEL #TJ-4000 SPECIFIES GUIDE. 6. SEE FLOOR PLANS AND ENGINEER'S REPORT FOR ADDITIONAL FRAMING INFORMATION. 7. DO NOT OVER DRIVE FASTERNS INTO THE FRAMING MEMBERS OR SHEATHING. OVER DRIVE FASTERNS IS A STRUCTURAL MODIFICATION. INSTALLER ACCOUNTED CAUSE AND AFFECT. ABBREVIA TIONS.• LVL MICROLAM TJI TJI JOIST PSL PARALLAM TS-LSL TIMBERSTRAND LSL Floor Design Standards LIVE LOAD 40 P.S.F. DEAD LOAD 17 P.S.F. TOTAL LOAD 57 P.S.F. DEFLECTION CRITERIA: LIVE LOAD PREFERRED DEFLECTION: 318" (.3 75) LIVE LOAD MAXIMUM DEFLECTION: 112" (.50) LIVE LOAD: L1480 TOTAL: L1240 NOTE: 1. THIS TABLE SHALL NOT BE CHANGED WITHOUT WRITTEN APPROVAL FROM CREATIVE COMFORT. 2. THE PERSON WHO MAKES ANY UNAPPROVED CHANGES TO THIS TABLE SHALL BE RESPONSIBLE FOR ENTIRE STRUCTURAL TO INCLUDE ALL COST OF CAUSE AND EFFECT. 1 1-7/8" TJI Joist Hanger Schedule TJI 210 FACE MOUNT IUS I.81 / 1 1.88 TOP FLANGE ITT1.81/1 1.88 TJI (2) 210 FACE MOUNT MIU3.65/ 1 1 TOP FLANGE MIT4.28/1 1.88 GENERAL NOTES 1. ALL POSITIVE CONNECTORS FOR WOOD CONSTRUCTION SHALL BE SIMPSON OR EQUAL, 2. ALL SPECIFIED POSITIVE CONNECTORS MUST BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. SIMPSON WOOD CONNECTORS HU HUC ITT IUS GLTV MILL MIT o o a � . Reserve for the Building Department C VE 'o stiahrisfi 1 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 (Beffevue, ` ,4 98004-3045 206-619-3995 creativecomfort7@gmail. com NFNRWR A_I B D. I- O 0 � o 0 o u U � o 0 u v � 0 � O V � O Gp cif CC bA N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 9 SU 0/,26/20141 CITY OF EDMO D DEVELOPME Project CIMIlMDEPAR T M N Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July 9, 2024 Bid Issued: May 16, 2024 Structural Issued: July 10, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of earn uvr. ccan. i. I. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from Uiln I IVI. CC\9 i 1, 1. Version: I_R-3 Sheet Number AS-2.1 2x4 TOP PLATE--�� \ 2x4 DOUBLE PLAT DO NOT INSTALL 4x HEADER I KING STUD AT 16" O.C. 2x4 PLATE (1)2x --- HEADER PER PLAN / RIGID INSUL'IfVSTALLED TIGHT. I R 5 PER I", R-7.5 / 2x4 PLATE (1) 2x4 TRIMMER �2 (1) 2x Header, (1) Trimmer Scale: NTS 2x4 TOP PLATE - - - -_ 20 DOUBLE PLAT DO NOT INSTALL 4x HEADER I KING STUD AT 16" O.C. 2x4 PLATEW112�uRI�GIDD 1 (HEADERPER PLANL. INSTALL TIGHT R-5 PER I, R-5 ) 2x4 PLATE (2) 2x4 TRIMMER 0 (2) 2x Header, (2) Trimmer Scale: NTS DO NOT INSTALL 4x HEADER 20 TOP PLATE 2x4 DOUBLE PLATE i STRAP PER PLAN 16" O.C. / \ (I) 3-I/2 GLM - 2x4 KING STUD HEADER / PER PLAN (2) 2x4 TRIMMER � ®1 3-1 /2 GLM Hdr, (2) Trimr. Scale: NTS 2x6 TOP PLATE 2x6 C I DO NOT INSTAI 4x OR 6x HEAD 2x6 PLATE (1)2x HEADER \ PER PLAN ' i i �Fr" 1 2x6 TRIMMER \ (1) 2x6 / 2x6 PLATE KING STUD 4" RIGID INSUL. INSTALLED TIGHT R-5 PER I", R- 10 05 (1) 2x Header, (1) Trimmer Scale: NTS DO NOT INSTALL 4x OR 6x BEAMS OR HEADERS INSIDE THE BUILDING OR THE SHELL, U.N.O. 4x AND 6X VIOLATES CREATIVE COMFORT STANDARDS THUS VOIDS CREATIVE COMFORT. WALL LEGEND ----------------------- --------------------- EXISTING 2x4 WALL ---- EXISTING 2x4 WALL R--R NEW 2x3 RIPPED WALL TO 2" REMOVE EXISTING 2x WALL NEW 2x WALL SHORT WALL, ELEV PER FLOOR PLAN INTERIOR BEARING WALL BEAM SYMBOLS EXPOSED BEAM - FLUSH BEAM 5'-6" 9' C-C B-B A -A A-5.3 A-5.2 A-5.1 50' - - - - - - - - - - - - - - - - - - - - - 10'-9" 15'-3 " 24' O O C 4'-4" 5'-6"81-81, 10' 14' 5'-10 3/4" 4'-1 1/4" 3'-1 " 5'-11 " 5' 6' * NEW WALLS ARE Walkway �44a aer 5' S NOTED WITH WALL TAGS 5 2 36 Deck 6 48 AAA I S HNG ST12 AT ACH END O SL R-R D THE HDR 10 TOP PLA E 2x6 HF#2 3- / -9 AP A6 2x6 HF#2 MF HDR-04 M HD-06 MF HDR 02 5'-6" 'mil W AP A6 W 5'-11 1/2" 914aster ti x 3'-5 1/2" " P , o Bathroom 7) 11 15 11-3 1/21-0 " N AS 3.1 x 9 2'-6' s o X 3'q +6' 5-1/2 x 10- I /2 GLB 16F V6 DF/DF 1'-9 3/8 ' p 'S,r ME DK -03 5 = o n u- 5' 2" 1824 U > .aster AS 3.1 PIC - - fo�APVA(6 - - 3'-4 sus" s-41/r' rA Bedroom APVA6 •oj I n \ 2x4 FLAT m 21'-6" � q 6+ ��' / 1-916' co ! ��s6, s'S,r 24 68 M 13'-6 ' m F661� MainDeckx Cover��l�eck 3'-8 3/4" K H m 1'-3" 6"oo �o mU_ 7�o W.IC p o - 5 7'-3 1/2" r+ i o 7'-1 1/2" o 2'-6" mom �� 6'�m AS3.1 1824 Cie rv>� rA � PIC�� I- \� LL 3 63/4 D C C , „ AS-3.1 � � Ln C Lf'1 C Lrl - L _ C7 , G 5'-6" 5'-6" 7 fall H 4� g 3'_1 ST12 AT EACI JND OF THE HDR 0 B3'-1 " '� G 4��. TOT P PLATE I 2 2x8 HF#2 MF HD-05 3-1 /2 x 9 GLB 24F-V4 DF/DF I N BEARING LOAD SYMBOLS CONCENTRATED LOAD FROM ABOVE ® DBL STUD ® TRIPLE STUDS ® 4x4 POST ® 4x6 POST ® 6x6 POST 6x6 POST, FULL HEIGHT PLATE TO FOUNDATION / FOOTING - --- PSf fi 12 3018 3054 AWN PIC 10'-6" fp�911 MFHD-03 K y' II I � II /g II 5'-6" 4 1-1 1/2" IIF��fs � I AS3 3.1 5'-105-9 l i �ABath 11 0 ri o c-9" 5- rA rA cc cc 0 = 2 m 6015 C9 m ; ; Bedroom 3 PIC 1�i12in� I�,OOm o m g I I T rf 6048 14' m U I LivingIXoom ry 2 -1 '�/ K i i O SLDR-R 24 � EGRESS 4'-101/26 X45'-6" -�Hy' " -101/2" 10'7" " 3� Lnr� + `r' ry��`' TOYer ` __ __ _________ _ „ � 3040 040 2'-6" 3648 LL I \ H " PIC PIC 5 1 /8x 15 GLB 24F V4 DF/DF 5 -1 /8x 15 GLB 24F-V4 DF/DF MF BM-0 5 - I /8x 15 GLB------------� 2'-2 3/4" 5'-2J/J" � MF BM-0224F-V4 DF/DF U 24' ry I I MF BM-03 5-1/8x 15 GLB 24F-V4 DF/DF 10'-91, 18-1 " MF BM-04 II D-D I �5. 7 I q I 10' m Din I z �L O 77- �A 1- / E. FLOOR LEGEND 5'-01/ EXISTING RESIDENCE O 6x6 DF#2 s�s`�S EC-0066SDS2.5 I D - D I I I � II G } ii TO ii I �5. 1 7'-5 1 2" 3'-71/2" Entry TYP Bedroom 2 11 7, Gaunc�ryG Kitchen / 3 ii A AS-3. I AS 3. I i i AS 3. I 3'-10" 6" (2) 2x4 HF#2 (2) 2x8 DF#2 i i (2) 2x8 DF#2 (2) 2x8 DF#2 MF HD-02 - 17 1/2 (2) 2x8 DF#2 i MF HD-01 --- j `-- MF HD-01 MF HD 01 n LL L MF HD-01 �m-------� -- m L- ----------� I - - -r ---yam -i_ . = - �L------J - 6039 6039 g �,q% 6039 67 6048 SLDR-R SLDR-L SLDR-R � C13 � B SLDR-R EGRESS 4 5 -8 3/4 4 -8 1/4 91 4'-4 3/4 o ry 5'-11 114115'-11 1/4" DIMENSION LEGEND Z ewa m 3'-11 1/ " 2'-g„� = 6 x 6 HP-91m IMF PRC IM 03 7 6 Driveway �#� " y 6x6" u u Agu66Z s� NEW BLDG ELEMENTS 10'-91, 18'-1" r_a 2'-7" 6-81/2" q� stiff 11'-101/2" 4'-4" I 9'-10" 5'-6" ki EXISTING GARAGE - 10'-9" - - - - - - -39_3 "- - - - - - - CONVERTED INTO RESIDENTIAL SPACE - - 50' C- C I g_ g Energy Wall Table A-5.3 I A-5.2 Wall Req'd R Total R CCSF Wall R Type * R 7 per I " E. 20 13+ 10 23 (3.5) Cavity {24.5} N. 2x6 20+5 25 (3.75) Cavity {26.25} 01 Main Floor Plan: As -built, Addition Remodel EXISTING BLDG ELEMENTS Revision 2 October 23, 2024 0 2' 4' 8' Scale: 1 /4" = P-0" Scale: 114" Q Main Floor Framing Notes 1. CURRENT BUILDING CODE: 2021 I.R.C. 2. DIMENSIONS AND BUILDING ELEMENTS AND ON SITE CONDITIONS TO BE VERIFY BEFORE CONSTRUCTING. 3. DIMENSIONS IN THE PLANS ARE FROM FRAMING SURFACE TO FRAMING SURFACE. DOORS AND WINDOWS ARE CENTERED DIMENSION OF THE OPENING. 4. SHOULD ANY QUESTIONS ARISE CONTACT CREATIVE COMFORT FOR SOLUTIONS BEFORE PROCEEDING OR THE RESPONSIBILITY OF THE DECISION IS ALL YOURS TO INCLUDE ALL COST OF THE CAUSE AND AFFECT, 5. REFER TO THE GENERAL NOTE SHEETS AT THE FRONT OF THE PLAN SET FOR ADDITIONAL CURRENT INTERNATION RESIDENTIAL CODE (IRC) SPECIIFICATIONS. 6. YOU ARE RESPONSIBLE TO READ ALL NOTES AND ALL PRODUCT SPECIFICATIONS BEFORE PROCEEDING WITH THE PROJECT. 7. REFER TO THE ALL GENERAL NOTE SHEETS AND ALL STRUCTURAL NOTES FOR FOR ALL INFORMATION. THESES NOTES LISTED BELOW ARE DIRECTLY RELATE TO ARCHITECTURAL ITEMS OF THIS SHEET. SEE FRAMING NOTES AND GENERAL NOTES FOR FRAMING INFORMATION. S. AS -BUILT PLATE HEIGHT SHALL BE 7' - 7", +/- UNLESS NOTED OTHERWISE. 9. NEW ADDITION PLATE HEIGHT: 7'-7, UNO. PORCH AND COVERED DECK PLATE PER PLAN. 10. ALL CONNECTORS AND FASTENERS FOR WOOD CONSTRUCTION SHALL BE SIMPSON OR EQUAL, ALL SPECIFIED CONNECTORS AND FASTENERS MUST BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 11. DO NOT OVER DRIVE THE FASTENERS INTO THE FLOOR'S SUBFLOORING, WALL SHEATHING, ROOF SHEATHING, AND ANY FRAMING MATERIALS. DO NOT OVER CUT OR OVER NOTCH ANY OF THE FRAMING MEMBER OR THE SHEATHING. OVER DRIVE OF FASTERNERS AND OVER CUT OR OVER NOTCHING IS A MODIFICATION TO THE STRUCTURE. 12. EXTERIOR DOORS 12.1. HEADER: PER AS PLANS 12.2. HEIGHT: 6-10", VERFIY WITH DOOR MANFACTURE BEFORE FRAMING. REFER TO THE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. 12.3. 2x4 WALL BEARING: (2) 2x4 12.4. 2x6 WALL BEARING: (2) 2x6 13. ENTRY DOOR: 13.1. HEADER:PER STRUCTURAL PLAN 13.2. HEIGHT: 6-8", VERFIY WITH DOOR MANFACTURE BEFORE FRAMING. REFER TO THE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. 13.3. BEARING: (2) 2x4, LINO. 14. INTERIOR DOORS 14.1. INSIDE DOOR CORNER SETTING: 4-1/2", UNO. 14.2. HEADER: (2) 2x4 HF#2. 14.3. HEIGHT: 6-10", VERIFY WITH DOOR MANUFACTURER BEFORE FRAMING. REFER TO THE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. 14.4. BEARING: (1) STUD 15. WINDOW HEADERS: 15.1. HEADER: PER AS PLANS 15.2. 2x4 WALL: BEARING (2) STUD HF#2 15.3. 2x6 WALL: BEARING (2) STUD HF#2 15.4. HEIGHT: 15.4.1. RESIDENCE: 6-8", U.N.O., REFER TO THE EXTERIOR ELEVATIONS Wall Type: Wood Frame EXTERIOR INTERIOR TAG DESCRIPTION SYMBOL TAG DESCRIPTION SYMBOL I. N. SIDING I. E. NON -BEARING < ^/ 2. N.7/16"SHEATHING W"LL < 3. E. 2x4 AT 15" O.C. 2. F. fir' G.W.B. 4. N.1/2" G.W.B. 3. E. 2x•r AT 24" O.C. < 5. N. CCSF R-24.5 w - 4. E. 1/2" G.W.B. 6. WEIGHT: 10 P.L.F. 5. WEIGHT: 5 P.L.F. f!\ I. N. SIDING N. NON -BEARING < '��►i/� 2. N. 7/16" SHEATHING H WALL 3. N. 2x4 AT 16" O.C. 2. N. 1/2" G.W.B. < 4. N.1/2" G.W.B. I z 3. N. 2x4 AT 24" O.C. 5. N. CCSF R-24.5 w 4. N. 1/2" G.W.B. 6. WEIGHT: 10 P.L.F. 5. WEIGHT: 5 P.L.F. r- \ I. N. SIDING 2. N.7/16" SHEATHING < 3. E. 2x6 AT 16" O.C. x I. E. BEARING WALL 4. N. CCSF R-38.5 ? I 2. E. I/2" G.W.B. < 5. N. 1/2" G.W.B. 3. E. 2x4 AT 16" O.C. 6. WEIGHT: 12 P.L.F. 4. E. 1/2" G.W.B. 5. WEIGHT: 5 P.L.F. I . N. SIDING �'� 6. PLUS LOAD < D 2. N.7/16" SHEATHING < 3. N. 2x6 AT 16" O.C. NA 4. N. CCSF R-38.5 I . N. BEARING WALL ,.,, z 5. N. 1/2" G.W.B J 2. N. 1/2" G.W.B. < 6. WEIGHT: 12 P.L.F. 3. N. 2x4 AT 16" O.C. 4. N. 1/2" G.W.B. < I. N. SIDING 5. WEIGHT: 5 P.L.F. 2. N.7/16" SHEATHING 6. PLUS LOAD 3. N. 2x6 ,A! t O.C. X X < NA 4. N. CCSF R-38.5 5. N. 7/! 6" SHEATHING K j I. PLUMBING WALL 6. 1/.< �.W.B. 2. 1/2" G.W.B. < 7. WEIGHT: 14 P.L.F. 3. 2x6 AT 16" O.C. 4. 1/2" G.W.B. I. . TIDING 5. WEIGHT: 17 P.L.F N< 2. N.7/16" SHEATHING 3. N. 2x6 AT 16" O.C. X 4. N. CCSF R-38.5 " z < N,A �. N. 1/2" G.W.B. SOUND 6. WEIGHT: 15 P.L.F. < TAG DESCRIPTION SYMBOL I!` I. SOUND WALL: STC 34 - 39 2. 1/2" G.W.B. < 3. 2x4 4. SOUND BATT INSUL. < 5. 1/2" G.W.B. 6. WEIGHT: 8 P.L.F. Reserve for the Building Department C IVL stiafif 99 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Oeffevue, ` ,4 98004-3045 206-619-3995 creativecomfort7@gmaiL com NFtlRWR AI B. D. d- ��i^ O 0 � o • .Z' o o U � �r � o 0 Zt v Coil � O Gp N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I. R.C. 2021 S U ff/,2 6 / 20141 CITY OF EDMOI D DEVELOPME Project®EPAR T ME N Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July 9, 2024 Bid Issued: May 16, 2024 Structural Issued: July 10, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of ( ju ,� i i, i coma. i. i . No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from UiIA I IVI. , 0\t ol,1. Version: I R-3 Sheet Number AS-3.1 C-C B-B A -A 0 Demolition and Remodeling Notes A-5.3 A-5.2 A-5.1 1. ADJUSTMENTS TO THE BUILDING ELEMENTS IS NOTES PER THE PLAN. %-- ------------- ---------------- 50' ------�' 2. BUILDING ELEMENTS BEING REMOVED TO BE DISPOSED OF BY CITY REQUIREMENTS. 3. BUILDING ELEMENTS BEING REMOVED ON THE EPA LIST TO BE OI O O ® 4. TESTED AND DISPOSED OF PER EPA REQUIREMENTS. EXTERIOR DOORS AND EXISTING WINDOWS TO BE REMOVED OR UPGRADES. REFER TO THE AS -BUILT / REMODEL PLAN FOR NEW DOOR AND WINDOW SPECIFICATION. REFER TO DOOR & WINDOW 4'-4" 5'-61 8'-8" SCHEDULES FOR SIZES AND SPECIFICATIONS. 5. AS -BUILT PLANS DEVELOPMED FROM ON -SITE MEASURING. 6. THE PERMITTED PLANS TO REMAIN ON SITE DURING CONSTRUCTION. 7. EXISTING 2x WALLS TO BE REMOVED. 8. EXISTING HEATING SYSTEM TO BE REMOVED. 9. EXISTING WATER HEATER TO BE UPGRADED TO A TANKLESS WH. O O 10. 11. EXISTING APPLIANCE TO BE REMOVED. EXISTING PLUMBING FIXTURES TO BE REMOVED. 12. EXISTING WATER LINES TO BE REMOVED OR UPGRADED PER THE REMODELING. 13. EXISTING WASTE LINE TO BE UPGRADED, VERIFY. OO 14. EXISTING BATHROOM FIXTURES TO BE REMOVED. 15. EXISTING WALLS SURFACE AND INSULATIONS TO BE REMOVED. © © 16. EXISTING VERTICAL SPLICED STUDS TO BE REPLACE WITH FULL LENGTH STUDS FOR SILL TO TOP PLATE. 17. EXISTING FLOOR TILE ON THE MAIN FLOOR TO BE REMOVED AND DISPOSED. REFER TO NOTES 2 AND 3 FOR ADDITIONAL INFORMATION. /__E 18. EXISTING MASONRY FIREPLACE TO BE REMOVED FROM ABOVE THE SUBFLOOR AND FTG TO REMAIN. E - E E 19. EXISTING ROOF INSULATION TO BE REMOVED AND CLEAN A-5.5 J., INSULATION INSTALLED TO THE R VALUED REMOVED 6' E. Eave 1'-6" T� 6' 20. 21. 22. EXISTING ROOF FRAMING TO BE REMOVED. EXISTING ELECTRICAL WIRING: UPGRADED IF NECCASSRY. / EXISTING ELECTRICAL PANEL: fADD ADDITIONAL BREAKERS. © - - -- -------- -----_ - --- ------ ====-•------_-- ---- © 23. 24. J2 1INSfAI I NE V/ E EG fRIGA1 PANE PER PLANPER GE)Pr- /-•--•--�•-� EXISTING SIDING TO REMAIN. II I I II I I tk• 2x4 CEILING JOIST AT 24" O.C. II ii I I E. 2x4 RAFTER i I AT 24" O.C. i I'� 25. 26. REMOVE EXISTING DECKING AND DECK ELEMENTS. ADD NEW DECK AND/OR COVERED DECK 45'-6" i i u E.(2)2x4RAFTERAT48"O.C. I ------------- I E. 2x4 KNEE BRACE AT :96" O.C. -�I- i I I - - S E. I x6 RIDGE - - - --�---------------Ii L^ -- � I BOARD ----------I-. Ej FILING JOIST AT 24" O.C. u E. 2x4 KNEE BRACE AT 96" O.C. I I I 24' 27. 28. 29. 30. REMOVE EXISTING PAD AT THE MAN DOOR OUT OF THE GARAGE. REMOVE EXISTING PORCH STOOP. ADD NEW PORCH. GENERAL CONCTRATOR TO SECURE ALL REQUIRED PROJECT PERMITS. rL_ -- ��----------- i v Ff. 2x4 CEILING JOIST i� ---'--""--'-----� I 24' n AT 24" O.C. ra L1 F. 2x4 KNEE BRACE � I E. 2x4 KNEE BRACE AT 48" O.C. I I E. 2x4 RAFTER AT 48" O.C. Z Z I I I I AT 24" O.C. E x4 CEILING JOIST D -D ii II f4"O.C. II D-D------------A-5.4�, ----- -- ---- ------- ------------- ----- -----------�� li II II II I� I II II II II 7' A O II I ^'i E I y I z I L�3 II II ii II II E ---� `�_=� II I I II S== =--�-] C-------� - ii II ii II �I �____ ] iI II it II C�===- JJ - - - - - - A O E. Eave DIMENSION LEGEND 7'-6" NEW BLDG ELEMENTS OO 4'4" 5'-6" 3)® � EXISTING BLDG ELEMENTS � Reserve for the Building Department Revision 2 October 23, 2024 10'-9" - - - - - - -39-3 „- - - - - - - - 50' 0 2' 4' 8' C-C A-5.3 B-B A-5.2 A -A A-5.1 Scale: I /4" = I'-0" C VE -0 T stia6Cished 199Z Precession & Grace Transforms Dreams into Reality 1611116th,4venue Northeast Suite 224 BeCCevue, W,4 98004-3045 206-619-3995 creativecomfort7@gmail. com AI BIDF a- O 0 � U •� u cn � U to M x U, O d- ry zt v 4 O do tip G1C N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 4XII -, 1 6/201� CITY OF EDMOr Project CORlqm9DPME I D T N Designer: Vernon May 3, 2024 Client: Mr. 6 Mrs. Hoff July 15, 2024 Design Issued: July 9, 2024 Bid Issued: May 16, 2024 Structural Issued: July 10, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property Is the sole property of CREATIVE COMFORT. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission In Wiping from CREATIVE COMFORT. Version: I R-3 Sheet Number AS-4.1 Roof Standards LIVE LOAD 30 P.S.F. DEAD LOAD 15 P.S.F. TOTAL LOAD 45 P.S.F. * LIVE LOAD: ROOF LIVE 25 P.S.F. CELING LIVE 5 P.S.F. TOTAL 30 P.S.F. MAXIMUM LIVE LOAD DEFLECTION: 3/8" LIVE LOAD RATIO: L/480 TOTAL RATIO: L/240 NOTE: 1. THE DATA IN THIS TABLE SHALL NOT BE CHANGED WITHOUT WRITTEN APPROVAL FROM CREATIVE COMFORT. 2. THE PERSON WHO SHALL MAKE ANY CHANGES TO THIS TABLE SHALL BE RESPONSIBLE FOR ENTIRE STRUCTURAL TO INCLUDE ALL REPLACEMENT COST OF ALL CAUSE AND AFFECT. STRUCTURE LEGEND FULL HEIGHT WALLS BEARING WALL BELOW EXPOSED BEAMS TYPICAL HEADER CONTINUOUS HEADER HEADER TO OUTSIDE CORNER COMPOSITION ROOFING _ 30# BUILDING PAPER SHEATHING PER STRUCTURAL ENGINEER REPORT MFG SKYLIGHT 2x4 CURB FLASHING 1 12" G 518" GWB R-60 INSULATION 2x 10 AT 24" O.C. 1JJ1 Skylight Detail Scale: I" COMPOSITION ROOFING _ 30# BUILDING PAPER SHEATHING PER STRUCTURAL ENGINEER REPORT MFG SKYLIGHT 2x4 CURB FLASHING 1 12" G 518" GWB I I Skylight Detail R-60 INSULATION 2x 10 AT 24" O.C. (2) 2x 10 AT 24" O.C. Scale: I" 45'-6" L N. Rake 1' 2x6 FLAT AT 48" O.C., TYP. 7 4 A-5.4 S-2.3 SIM 24' Z 7, 2x12 �T 4811 .C., TYP. C-C f A-A A-5.3 A-5.1 50' ----------------- -- 10'-9" 15'-3" 11. 24' 1 O L. 4'-4" 10'-9" JJI Remodel /Addition Roof Framing Plan : 2x 10 at 24" O.C. 5'-6" 2x6 FLAT AT 48" O.C. FACE OF THE BEAM 50' - - - - - - - - - - - - - - - - J55 SIM M_ - 2x 12 BLOCKING AT 48" O.C. DIMENSION LEGEND IYLW OLLlV LLLIVILI`IIJ EXISTING BLDG ELEMENTS 0 2' 4' 8' Scale: 1 /4" = 1'-0" Scale: 114" Q New MF Roof Framing Notes I. ROOF PITCH: 4:12 TYPICAL, U.N.O. . 2. ROOF OVERHANG: 2.1. EAVE: 1'-6" 2.2. GABLE: I'-0" 2.3. RAKE: P-0" 3. COMPOSITOION ROOFING TO BE INSTALLED PER I.R.C. AND MANUFACTURER SPECIFICATION. PATTERN AND COLOR TO BE SELECTED BY THE HOME OWNER BEFORE ORDERING. 4. " 5. 22-111 " x-30" AffIG ACCESS P . 6. 7 E BY rr 1E FURNACE RNA iNSfA 1 r ER 8. PROVIE)E ROOF VENTILATION PER 2021 t u r E. 1.13.6., ., , VENfILAfIeN cat trr) 9. PROVIDE FLASHING WITH COUNTER FLASHING AND SEALANT AT ALL ROOF PENETRATIONS. 10. 2x6 EAVE AND RAKE TRIM PER EXTERIOR ELEVATIONS. 11. VERIFY MATERIAL AND COLOR WITH THE HOME OWNER BEFORE PURCHASING AND CONFIRM AT INSTALLING. 12. CEILING INSULATION: 12.1. R-60 FOR FLAT CEILING 12.2. G, CLOSE CELL FOAM SPRAY 13. ALL NAILING TO BE IN COMPLIANCE WITH THE 2021 I.B.C.. 14. ROOF SHEATHING PER ENGINEER'S REPORT, U.N.O. 15. PROVIDE SIMPSON H2.5 UPLIFT ANCHOR AT THE TOP PLATE ON ALL ROOF FRAMING MEMBER. REFER TO TRUSS SPECIFICATIONS FOR ADDITIONAL INFORMATION. 16. REFER TO AS 3.1 ALL BEAMS, POST, POSTITIVE CONNECTIONS AND HEADERS SPECIFICATIONS AS LOCATED IN THE MAIN FLOOR FRAMING PLANS. 17. FRAMING FOR THE OVERFRAME AREA AS NOTED IN THE ROOF FRAMING PLANS. 18. ALL CONNECTORS FOR WOOD CONSTRUCTION WILL BE SIMPSON STRONG TIE OR EQUAL. ALL SPECIFIED FASTENERS MUST BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 19. SIMSON STRONG -TIE HANGERS TO BE INSTALLED PER SPECIFICATIONS. 20. REFER TO A 3.1 FOR SKYLIGHT SIZES AND LOCATIONS. 21. ATTIC INSULATION IS TO BE CLOSED CELL FOAM THUS NO RIDGE / EAVE VENT IS REQUIRED. Q 2x Framing Notes I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITION IN THE FIELD. IF ANY QUESTIONS SHOULD ARISE, CALL THE OFFICE BEFORE PROCEEDING OR THE RESPONSIBILITY OF THE DECISION IS ALL YOURS. 2. REFER TO THE I.R.C. PRIOR TO ANY INSTALLATION OF FRAMING MEMBER OR ANY DRILLING, AND CUTTING AT ANY LOCATION. YOUR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES TO ANY OF THE FRAMING, TO INCLUDE TOTAL REPLACEMENT COST AND DAMAGES. THIS APPLIES TO ALL TRADES PERSONAL. 3. ANY MODIFY OF ANY MEMBER OF THE STRUCTURE WILL BECOME THE RESPONSIBLE PERSON FOR THE ENTIRE STRUCTURE. 4. ALL FRAMING MEMBERS TO BE INSTALLED SQUARE, PLUMB AND TIGHT WITH A TOLERANCE OF 1/64" . 5. ALL CONNECTORS AND FASTENERS FOR WOOD CONSTRUCTION SHALL BE SIMPSON OR EQUAL, ALL SPECIFIED CONNECTORS AND FASTENERS MUST BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. 6. ALL NAILING SHALL BE IN COMPLIANCE WITH THE 2021 I.R.C.. TABLE 603.2 (1), NAILING SCHEDULE 7. SEE FLOOR PLANS FOR ADDITIONAL FRAMING INFORMATION. 8. DO NOT OVER DRIVE NAILS OR STAPLES OR SECURE INTO THE FRAMING MEMBERS OR THE SHEATHING. 9. DO NOT OVER CUT ANY OF THE FRAMING MEMBERS OR THE SHEATHING. OVER CUTTING IS MODIFYING THE STRUCTURAL MEMBER. 10. SUBFLOOR: 1-1 /8" O.S.B. Reserve for the Building Department E C*OT->- stia6Cished 199Z Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Beffevue, W,4 98004-3045 206-619-3995 creativecomfort7@gmail. com AT BID. O O � � o v O O u V ►� M x .� �- O O � O � d0 C4 OA N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 4XII -, 1 6/201� CITY OF EDMOI Project CORlqm9DPME IDE T N Designer: Vernon May 3, 2024 Client: Mr. 6 Mrs. Hoff July 15, 2024 Design Issued: July 9, 2024 Bid Issued: May 16, 2024 Structural Issued: July 10, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 �� All Right AII All contents within this sheet to include the intellectual property Is the sole property of CREATIVE COMFORT. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission In Writing from CREATIVE COMFORT. Version: I R-3 Sheet Number AS-4.2 Plate nail, 16d (0.135" x 3 Y2") Plate nail, 16d (0.135 x 3 )/2") at 16" on -center Blocking panel: at 16" on -center 1%" TJ° Rim Board, %" or Web stiffener 1%" TimberStrand° LSL or required on both TJI° ioist /sides at A2W ONLY Rim -to -joist/ -- nail Toe nail, Toe nail, 10d (0.131" x 3") 10d (0.131 x 3") at 6" on -center at 6" on -center Web stiffener TJI° rim joist required on both Must have 1114" minimum * sides at Al W ONLY * joist bearing at ends. Attach Al Al W A2 A2W rim joist perA3 detail. For additional installation specifications see Rim Board Details and Installation in Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. Load from above rw 2x4 minimumLU squash blocks OCS Use 2x4 minimum squash blocks to transfer load around TJI@ joist Top mount hanger THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING Plate nail - 16d (0.135" x 3Y2") at 12" on -center When sheathing thickness exceeds Y8", 2x_ stud wall at Floor panel nail - trim sheathing tongue at rim board 16" on -center 8d (0.131" x 2%") at 6" on -center Plate nail - 16d (0.135" x 3Yz'") at 16" on -center' Web stiffeners required on Sheathing both sides at A3.4W ONLY Floor panel nail - 8d (0.131" x 2%") at 6" on -center" boundary nails, 8d (0.131" x 2/2'") 1y" or 1 %" Web Stiffeners required at 4" on -center TimberStrand° each side at A3._W LSL rim board. lYs" TJ° Rim Board, When sheathing Toe nail - on- enter " 7 12" x 3") at 6" on -center (A3.1/A3.1 W only) thickness exceeds 8 , 11/4" or 1 Y2' TimberStrand° LSL. trim sheathing tongue min. at rim board Toe nail - 10d (0.131" x 3") at 6" on -center* Install proper blocking to A3 A3.1 A3.2 A3.3 * 0 0 0 0 support all panel edges A3.1 A3.2 A3.3 * For additional installation specifications see Rim Board A3.4 W is O O A3W O O O O Details and Installation in Weyerhaeuser Installation Guide y for Floor and Roof Framing, TJ-9001. 8" diameter maximum hole for Web stiffeners 11Z8" - 16" deep blocking panels; required on both 6" diameter maximum for sides at E1 W ONLY blockingpanels 9 " deep P Yz P or \ shorter than flangeslong. � Do not cut flanges. 4'-0" length of % a" reinforcement on one side at E2 both sides at E3 1 „ O"Rim Board or � 1Y4" or %" TimberStrand° LSL. Face grain OO Nail with 10d (0.131" x 3") 0 horizontal E1 E1 W nails, one each at top and E2 E3 bottom flange. Hanger height must be a minimum of 60% ofjoist depth Face mount hanger7 OWeb stiffeners required if sides of H 1 hanger do not laterally support at 3 �� ®• least of TJI joist to flange 6 1 P 9 BEARING AT WALL 1Y8" TJc Rim Board or 1Y4" or 1 y" TimberStrand® LSL or blocking for lateral support Strap per code if top plate is not continuous over column Double TJI° Joist Filler Block: Attach per the table. Clinch nails when possible. BEARING FOR DOOR OR WINDOW HEADER Strap per code if top plate is not continuous over header Load bearing or braced/shear wall above (must stack over wall below) Blocking panel: 1Y8' TJ° Rim Board, 1%" or 1Y2' TimberStrand° LSL or TJI®'oist. 2x4 minimum squash blocks 1 " Load bearing or braced/shear wall above (must stack over wall below when present) No load bearing wall above Blocking panel: Web stiffeners 1%" TJ° Rim Board, required each side 1Ya'"or %" TimberStrand° LSL at B3W ONLY or TJI° joist / Web stiffeners se required on both sides t both joist ends at B4W ONLY Web stiffeners required End of joists at on both sides at B1 W and B2W ONLY centerline of support Blocking panels may be required B2 g2W Blocking panels may be required with braced/shear B3 B3W with braced/shear walls above or g4 B4W walls above or below - see detail B1 below - see detail B1 Nail through 2x_cantilever, wood backer and 1%" TJ® Rim Board or 1'A" or 1Yz" TimberStrand° Blocking TJI® joist web with 2 rows 10d (0.148" x 3") LSL. Nail with 10d (0.131" x 3") nails, one each at panel nails at 6" on -center, clinched. top and bottom flange. Nail to blocking panel with Use 16d (0.135" x 3%") nails with 3Y2" TJI° connections equivalent to floor panel schedule. joist flange widths. 6-0" length of TJ 10 joist 8" diameter maximum hole for 11%" 1)/8" TJ° Rim Board 1Ya" or 1�" TimberStrand° 8" diameter maximum hole for 11Z8" - reinforcement and filler block. Use 4'-0" length 16" deep blocking panels; 6" diameter maximum for blocking panels 9%" LSL. Nail with 10d (0.131" x 3") nails, Attach reinforcement to joist 16" deep blocking panels; 6" diameter 7 ® with 9Y" and 11 /8" TJ 10 deep or shorter than 12" long. one each at top and bottom flange. with one 8d 0.131" x 2Y2') maximum for blocking panels 9%" joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to deep or shorter than 12" long. with one 8d (0.131" x 2Y2") Horizontal blocking uniformly Do not cut flanges. 1 1 1/e TJ° Rim Board 1/4" or 1y" nail at each corner panels between each loaded joists TimberStrand° LSL. Nail with 10d 3") joist. Nail to top plate with only. 1Y8" TJ' Rim Board or 1Y4" or 1%" (0.131" x nails,one each at top and bottom flange. 12" length of 8" connections equivalent to Wood TimberStrand° LSL. Nail with 10d reinforcement on floor panel schedule. backer a �e� t0 (0.131" x 3") nails, one each at Attach reinforcement to one side at E5, both sides at E6 12" length of %4" `��`e ec \�2 ti`�e� ca��`\o'6 ko�� top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side at E7, both sides at E8 F1 0 oa\eagrr 00 ' 10d (0.148" x 3") nails at 6" blocking between Attach reinforcement t ' t fl •th 0 on -center, clinched. Use 2 1 „ 7 „ each joist Less than 5„ o Jols ange wl rZ tt` rows with 9 and 11 p" 8d (0.131" x 2Y2') nails at 6" a'�TJI° joists. / Less than 5" 2\�u� on -center. When reinforcing E5 E6 d`a both sides, stagger nails. 0 E4 Not for use with 3112" TJI@ joist flange widths EXTERIOR DECK ATTACHMENT _,-Structural exterior sheathing Apply subf/oor Hanger Backer Block: Install tight to top flange (tight to bottom flange with face mount hangers). Clinch nails when possible. tom/ ',Backer block both sides of web with single TJI° joist With to mount hangers, backer block required only H2 p 9 � q Y for downward loads exceeding250 Ibs or for uplift O p conditions. For nailing requirements see page 5 TJ - 9001, Weyerhaeuser installation Guide for Floor and Roof Framing, TJ-9001. BEAM TO BEAM CONNECTION H3 O Flush bearing plate required. Maximum Y4" overhang narmittari nt hPam_ BEARING AT CONCRETE WALL Top mount 14/ / \ hanger Column �W Face mount Protect untreated hanger wood from direct L1 O L2 O L3 See current Weyerhaeuser O contact with L4 concrete O literature for framingconnectors BEARING AT COLUMN Verify column capacity and beam bearing L5 length. See current Weyerhaeuser literature. BEAM ON COLUMN CAP P1 COLUMN BASE P2 ELEVATED COLUMN BASE Optional P3 non -shrink grout Multiple -Member Connections for Top -Loaded Beams Fastener Installation Requirements Piece # of Fastener Width Plies Type(') Min. Length # Rows O.C. Spacing Location 2 10d nails 3" 3(2) 12" One side 12d-16d nails 3 Y4" 2(2) Screws 3Y8" or 3Y2" 2 24" 3 10d nails 3" 1 3(2) 12" Both sides 12d-16d nails 3 Y4" 2(2) 1 Screws 3Y8" or 3%2' 2 24" Both sides 5" One side 4 10d nails'') 3" 3(2) 12 One side (per pY) 12d-16d nails 3) 1 3 /a" 2 z) Screws 5" or 6" 2 24" Both sides 6 3/4" One side 3%" 2 Screws 5" or 6" 2 24" Both sides 6 3/4"One side %2" bolts 8" 1 2 24" When fasteners are required on both sides, stagger fasteners on the second side so they fall halfway between fasteners on the first side. 5 Load must be applied evenly across entire beam width. Otherwise, use connections for side loaded beams. 0 Multiple pieces can be nailed or bolted together to L6 form a header or beam of the required size, up to a maximum width of 7" (1) 10d nails are 0.128" diameter; 12d-16d nails are 0.148" - 0.162" diameter; screws are SIDS, SDW, USP WS, or TrussLOK° (2) An additional row of nails is required with depths of 14" or greater. (3) When connecting 4-ply members, nail each ply to the other and offset nail rows by 2" from the rows in the ply below. NAILING AT BEARING (FLOOR) TJI® Joist to Bearing Plate Squash Blocks to TJI® Joist 11/a" TP Rim Board or (Load bearing wall above) 1Y4" or 1 Y2' TimberStrand° LSL. Joist may l e shifted up to 3" if One 10d (0.128" x 3") floor panel edge is supported One 8d (0.113" x 2Y2') nail into each flange and span rating is not exceeded. nail each side. Drive Do not cut joist flanges. nails at an angle at \ I least %" from end. f--1 3%" minimum Also see detail 18" minimum end bearing intermediate bearing single-family applications 5Y4" may be required for maximum Shear transfer: Connections equivalent capacity to floor panel nailing schedule Rim to TJI® Joist 1Ya" TJ° Rim Board, 14" or 1 %" TimberStrand° LSL. TJI® 560 rim joist: Toe or TJI° 110 rim joist: nail with 10d (0.128" x 3") nails, one each side of One 10d (0.131" x 3") nail into TJI° joist flange TJI0560 each flange ® floor joist TJI 210, 230, and 360 rim joist: One 16d (0.135" x 3Y2") nail into each flange. 1Y4" minimum earing With depths > 16", use TJI° 360 rim joist. Top View Locate rim board joint between joists. BEAM ATTACHMENT at BEARING lk' TJ° Rim Board or 1y" or 1 y" TimberStrand® LSL. Drive nails at an See framing plan (if applicable) or One 10d (0.128" x 3") nail each angle to minimize Weyerhaeuser Installation Guide for Floor side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum 1y" minimum from end end and intermediate bearing lengths. Flashing Treated 2x_ ledger See fastener table below. Maintain 2" distance (minimum) from edge of ledger to fastener. required for wet -service applications. LA (1) Corrosion -resistant fasteners re q 2 Allowable load determined in accordance with ASTM D7672. 0 O < ' (3) 1/ TJ Rim Board is allowed with joist depths _16' only. (4) Maximum y" shimmed air space. FASTENING of FLOOR PANELS Guidelines for Closest On -Center SDacina Der Row 1%" TJ° Rim Board or 1%" or %" TimberStrand° LSL. Rim Board Material Fastener Allowable Load(z) (Ibs/bolt) %" lag bolt %" Through bolt 8" Through bolt with Air Space 18" TJ® Rim Board (3) 480 695 615(4) 1 4" TimberStrand LSL 610 725 1 "TimberStrand LSL yz 675 725 adhes►ve to a / contact surfaces 09, �3 �S�p Option #1: TJI°joist blocking with end blocks installed at Y3 joist -span locations using two 8d (0.113" x 2%") nails or 2y" screws, typical Di Option #2: 2x_ strapping installed at joist -span locations using two 1 2 screws per joist, typical /z , P 1 YP Option #3: D tl I' d ili Gap*: WEB STIFFENER ATTACHMENT %" minimum 1„ 2%4" maximum (1Y2' for TJI° Nailing: 560, 560D) See table below. Web stiffener both sides. See table below. With point load from above, and no support below, install web stiffener tight to top flange Tight fit* (gaD at bottom flange) a le celln Y PP 9 PB1 W When specified on the layout, one of p , Y 1 PS1 or PS2 sheathing, face rain vertical O O () g, g the bracing options above is required (2) Construction grade or better (3) Web stiffeners are always required for 22" and 24" TJI° 560D Joists FILLER and BACKER BLOCK SIZES Nail Size 0 1 2 TJI OO Rim Board a .. 1 /a TimberStrand® LSL or wider Microllam® LVL Parallam® PSL 110, 210, and 230 360 and 560 18" TJ® Rim Board TimberStrand° LSL 1ya" 1%" 8d (0.113" x 2y2"), 8d (0.131" x 28") 4" 3" 6" 4" 3" 3" 4" 4" 10d (0.148"x 3"), 12d (0.148 "x 3y4') 4"(a) 4"(a) 6" 4" 3" 3" 5" 4" 16d (0.162"x 3Y2") 6„ 6„ 16„(4) 6„(5) 6„(5) 6„(6) 8„(4) 6„ (1) Stagger nails when using 4" on -center spacing and maintain 8" joist and panel edge distance. One row of fasteners is permitted (two at abutting panel edges) for diaphragms. Fastener spacing for TJI® joists in diaphragm applications cannot be less than shown in table. When fastener spacing for blocking is less than spacing shown above, rectangular blocking must be used in lieu of TJI® joists. (2) For non -diaphragm applications, multiple rows of fasteners are permitted if the rows are offset at least'/" and staggered. (3) With 10d (0.148" x 1'/z") nails, spacing can be reduced to 3" on -center for light gauge steel straps. (4) Can be reduced to 5" on -center if nail penetration into the narrow edge is no more than 1Y4' (to minimize splitting). (5) Can be reduced to 4" on -center if nail penetration into the narrow edge is no more than ly4' (to minimize splitting). (6) Can be reduced to 3y" on -center if nail penetration into the narrow edge is no more than 1Y4' (to minimize splitting). ■ Recommended nailing is 12" on -center in field and 6" on -center along panel edge. Fastening requirements on engineered drawings supersede recommendations listed above. ®. ■ Maximum nails spacing for TJI oasts is 18" on -center. P 9 1 ■ 14 ga. staples may be substituted for 8d (0.113" x 2y") nails if minimum penetration of 1" into the TJI° joist or rim board is achieved. ■ To minimize splitting, maintain edge distance and row spacing of 28 x nail diameter or 8", whichever is greater. ■ Nailing rows must be offset at least8" and staggered. ■ For recommended nailing and adhesives, see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. DO NOT bevel cut joist E2 beyond inside face of wall. Additional joist is required if floor panel edge is unsupported or if span rating is exceeded. INSTALLATION TIPS • Subfloor adhesive will improve floor performance, but may not be required. • Squash blocks and blocking panels carry stacked vertical loads (details B1 and B2). Packing out the web of a TJI° joist (with web stiffeners) is not a substitute for squash blocks or blocking panels. • When joists are doubled at non -load bearing parallel partitions, space joists apart the width of the wall for plumbing or HVAC. • Additional joist at plumbing drop (see detail). TJI® joist floor framing does not require bridging or mid -span blocking Depth Minimum Web Nailing Requirements Type Number Nails o TJI" Joist Series (in.) Stiffener Size End Intermediate 110 All 5 5 n /s x 2/s "� 210 All Y/" x 2%6" 0) 8d 230 & 360 All 78" x 25/6")') (0.113" x 2%") 3 3 560 All 2x4 (21 16d (0.135" x 3Y2") 18" 4 4 560D 20 22"(3) 2x4(2) 16d (0.135" x 3%") 5 6 5 11 3 24 6 13 TJI Joists 110 210 230 or 360 360 560 560D Depth 9Y2"-11%" 14"-16" 9%"-11%" 14".16" 9%"-11%" 14"-16" 18"-20" 11%' 14"-16" 18"-20" 22"-24" Filler Block (') 2x6 + 8" 2x8 +%$' 2x6 +y" 2x8 +y" 2xl2 +%" Two Two Two Four 4" x 15" (Detail H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing Cantilever Filler 2x6 2x10 2x6 + 8" 2x10 + 8" 2x6 +y" 2x10 +%" Not (Detail E4) 4'-0" long 6'-0" long sheathing sheathing sheathing sheathing applicable Not applicable 4'-0" long 6'-0" long 4'-0" long 6'-0" long Backer Block (1) (Detail F1 %" or %4' %4' or %" %" or 1" Net 2x6 2x8 2x12 Two 8" x 15" or H2) sheathing Filler 16d (0.135" x 3Y2") Nail Size 10d (0.128" x 3") Backer 10d (0.128" x 3") Nail Filler 15 one side 10 (15 for mulit-family each side 15 each side 25 each side Quantity(2) 10 (15 for multi -family applications) 10 (15 for Backer 15 mulit-family) 15 15 1 If necessary, increase filler and backer block height for face mount hangers and maintain /a" a at to of'oist see detail W. Filler and backer block O ry. 9 9 gap P 1 dimensions should accomodate required nailing without splitting (12" minimum for backer blocks and 24" minimum for filler blocks). (2) Clinch nails when possible. Joists must be laterally supported at cantilever and end bearings by blocking panels, hangers, or direct attachment to a rim board or rim joist. ' Rim board joint between joists DO NOT overhang seat cuts on beams beyond the inside face of support member. 1Ys" TJ° Rim Board or 1Y4" or 1 Y2' TimberStrand° LSL. a ALLOWABLE HOLES - TJI® Joists Min. distance from Table A Min. distance from Table B 1%" hole may be cut IQ57anywhere in web out - DO NOT side of hatched zone cut or notch flange. 6" ❑ 111 0 O 6„ g" Lt 2 x D D Closely grouped round L2 2 x L2 D2 6" 6" No field cut minimum holes are permitted if minimum No field cut Do not cut DO NOT holes in (applies to all holes the group perimeter holes in holes larger cut holes in cantilever hatched except knockouts) meets requirements for hatched than 1%" in zones round or square holes. zones cantilever reinforcement. Table A - End Support Minimum distance from edge of hole to inside face of nearest end support JOIST DEPTH TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 2" 3" 4" 5" 6y" 7" 8%" 11" 13" 2" 3" 4" 5" 6%" 7" 8%" 11" 13" 110 1'-0" 1'-6" 2'-0" 3'-0" 5'-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-6" 210 1'-0" 1'-6" 2'_6" T-0" 5' 6" 1'-0" 2'-0" 2'-6" 4'-0" 5'-0" 9y„ 230 1'-6" 2'-0" 2'-6" T-6" 5'-6" 1'-0" 2'-0" T-0" 4'-6" 5'-0" 360 1'-6" 2'-0" T-0" 4'-0" 6'-0" 1'-6" 2'-6" 3'-6" 5'-0" 5'-6" 560 1'-6" 2'-6" T-6" 5'-0" T-0" 2'-0" T-0" 4'-0" 5'-6" 6'-0" 110 1'-0" 1'-0" 1'-6" 2'-0" 2'-6" T-0" 5'-6" 1'-0" 1'-6" 2'-0" 2'-6" 4' 6" 5'-0" 6'-0" 210 1'-0" 1'-6" 2'-0" 2'-0" T-0" T-6" 6'-0" 1'-0" 1'-6" 2'-6" T-0" 5'-0" 5'-6" 6'-6" 11%" 230 1'-0" 1'-6" 2'-0" 2'-6" T-0" 3'-6" 6'-6" 1'-0" 2'-0" 2'-6" 3'-6" 5'-6" 5'-6" T-0" 360 1'-6" 2'-0" T-0" T-6" 4'-6" 5'-0" 7'-0" 1'-6" 2'-6" T-6" 4'-6" 6'-6" 6'-6" T-6" 560 1'-6" 2'-6" T-0" 4'-0" 5'-6" 6'-0" 8'-0" 2'-6" T-6" 4'-6" 5'-6" T-0" 7'-6" 8'-0" 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" T-0" 5'-6" 1'-0" 1'-0" 1'-6" 2'-0" T-6" 4'-0" 6'-0" 8'-0" 210 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 2'-6" 3'-6" 6'-0" 1'-0" 1'-0" 2'-0" 2'-6" 4'-0" 4'-6" 6'-6" 8'-6" 14" 230 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 2'-6" 4'-0" T-0" 1'-0" 1'-0" 2'-0" 3'-0" 4'-0" 5'-0" 7'-0" 9'-0.. 360 1'-0" 1'-0" 1'-6" 2'-6" T-6" 4'-0" 5'-6" 8'-0" 1'-0" 1'-6" 2'-6" 4'-0" 6'-0" 6'-6" 8'-0" 9'-6" 560 1'-0" 1'-0" 2'-0" T-0" 4'-6" 5'-0" 6'-6" 9'-0" 1'-6" T-0" 4'-0" 5'-0" T-0" T-6" 9'-0" 10'-0" 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" T-0" 5'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 3'-0" 5'-6" T-6" 10'-0" 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" T-6" 6'-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'-6" 6'-6" 8'-0" 11'-0" 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-6" T-0" 4'-0" 7'-0" 1'-0' 1'-0" 1'-0" 2'-0.. 3'-6" 4'-0" T-0" 9'-0" 11'-0" 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 4'-6" 6'-6" 9'-0" 1'-0. 1'-0" 1'-6" 3'-0" 5'-0" 5'-6" 9'-0" 10'-0" 11'-6" 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-0" 5'-0" T-6" 10'-0" 1'-0" 2'-0" 3'-0" 4'-6" 6'-6" T-0" 10'-0" 11'-0" 12'-0" 4" 6" 7" 8" 10" 12" 14%" 16W. 4" 6" 7" 8" 10" 12" 14%" 16%" 360 1'-0" t'-0" 1'-0" 2'-0" 4'-0" 5'-6" 9'-6" 1'-0" T-0" 4'-6" 6'-0" 10'-0" 11'-0" 13'-6" 18" 560 1'-0' 2'-0" 4'-6" T-0" 10'-6' 2'-0" 5'-0" 6'-6" 8'-0" 11'-0" 12'-0" 14'-0" 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 7'-0" 10'-0" 1'-0" 1'-6" 3'-0' 4'-6" 8'-0" 11'-6" 13'-6" 16-6" 20" 560 1'-0" 1'-0" 2'-0" 4'-6" 8'-6" 11'-0" 1'-0" T-6" 5'-0" T-0" 10'-6" 13' -0' Table B - Intermediate or Cantilever Support Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support JOIST DEPTH TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 2" 3" 4" 5" 6y2" 7" 8%" 11" 13" 2" 3" 4" 5" 6%" 7" 8%" 11" 13" 110 2'-0" 2'-6" 3'-6" 4'-6" T-6" 1'-6" 2'-6" T-6" 5'-6" 6'-6" 210 2'-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" T-0" 4'-0" 6'-6" T-6" 9y„ 230 2'-6" T-0" 4'-0" 5'-6" 8'-6" 2'-0" T-6" 4'-6" 6'-6" T-6" 360 T-0" 4'-0" 5'-6" 6'-6" 9'-0" T-0" 4'-6" 5'-6" T-6" 8'-0" 560 T-6" 5'-0" 6'-0" T-6" 10'-0" 4'-0" 5'-6" 6'-6" 8'-0" 9'-0" 110 1'-0" 1'-0" 1'-6" 2'-6" 4' 0" 4'-6" 8' 6" 1'-0" 1'-6" 2'-6" 4'-0" 7'-0" 7'-0" 9'-6" 210 1'-0" 1'-0" 2'-0" T-0" 4'-6" F-0" 9'-0" 1'-0" 2'-0" 3'-0" 4'-6" 8'-0" 8'-0" 10'-0" 11%" 230 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6" 3'-6" 5'-0" 8'-6" 9'-0" 10'-6" 360 2'-0" T-0" 4'-0" 5'-6" T-0" T-6" 11'-0" 2'-0" T-6" 5'-0" T-0" 9'-6" 9'-6" 11'-0" 560 1'-6" T-0" 4'-6" 5'-6" 8'-0" 8'-6" 12'-0" T-0" 4'-6" 6'-0" 8'-0" 10'-6" 11'-0" 12'-0" 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 2'-6" 4'-6" 8'-6" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 9'-0" 12'-0" 210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-0" 5'-6" 9'-6" 1'-0" 1'-0" 2'-0" T-6" 6'-0" T-0" 10'-0" 13'-0" 14" 230 1'-0" 1'-0" 1'-0" 2'-0" T-6" 4'-0" 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" T-6" 11'-0" 13'-6" 360 1'-0" 1'-0" 2'-0" T-6" 5'-6" 6'-0" 8'-6" 12--6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" T-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" 110 11- " 0 1'- " 00 11-0" 1,_ " 1'- " 0 1'- " 0 2'_ „ 6 5'-0" 8'-6" 1'- " 0 1'- " 0 1'- " 0 1'- " 0 3'-6" 4_ " 6 8'-6' 11'- " 6 1 5 -0" 210 1'- " 0 1'- " 0 1'- " 0 1'- " 0 1'- " 0 1'- " 0 3'-6" 6'-0' 1 0 -0" 1'- " 0 1'- " 0 1'- " 0 1'- " 6 4'_ " 6 5'-6"6 10'-0" 12,_ " 1 6 -0" 16" 230 1'- " 0 1'- " 0 1'- " 0 1'- " 0 1'- " 6 2'_ " 0 4'_ " 0 6'-6' 11'- " 0 1'- " 0 1'- " 0 1'- " 0 2'- " 6 5'-0" 6'-0" 1 , 0 -6' 1 3 -6" 1 6 -6" 360 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 4'-0" T-6" 8'-6" 13'-0" 14'-6" 17'-0" 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-6" 7'-0" 11'-0" 15'-0" 1'-0" 1'-0" T-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" 4" 6" 7" 8" 10" 12" 14%a" 16%" 7" 8" 10" 12" 14%" 16%" 360 1'-0" 1'-0" 1'-6" T-0" 6'-0' 9'-0" 14'-6" 6'-6" 9'-0" 14'-6" 16'-6" 19'-0" 18" 560 1'-0" 1'-0" 1'-0" 2'-0" 6'-0' 10'-0" 15'-6" 8'-6" 11'-6" 16'-6" 18'-0" 360 11- " 003'-0" 1-0.. 1'- " 11-0.. 6'-0" 11'- „ 0 1 5 -0"TW4 20" 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" 11'-6" 15'-6" Rectangular holes based on measurement of longest side. • Leave 8" of web (minimum) at top and bottom of hole. DO NOT cut joist flanges. • Tables are based on uniform load tables in current design literature. • For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be located at the center of the joist span provided that no other holes occur in the joist. ALLOWABLE HOLES - Headers and Beams 1.55E TimberStrand® LSL Headers and Beams 2 x diameter of the largest hole minimum 9 (minimum) Y General Notes • Allowed hole zone suitable for headers and beams with uniform and/or concentrated loads anywhere along the member. • Round holes only • No holes in headers or beams in plank orientation. Other Trus Joist® Headers and Beams Microllam® LVL 1.3E TimberStrand° and Parallam® PSL LSL hole zone hole zone 2 x diameter of the Y depth \ \ largest hole (minimum) J d Microllam® LVL and Parallam° PSL allowed hole zone middles span d 1.3E TimberStrand® LSL allowed hole zone d General Notes • Allowed hole zone suitable for headers and beams with uniform loads only. • Round holes only • No holes in cantilevers. • No holes in headers or beams in plank orientation. 0 1.55 E TimberStrandO LSL Header or Beam Depth Maximum Round Hole Size 9y"-9y" 3" 11y"-11 %" 38" 14"-16" 4%" See Illustration for allowed hole zone B DO NOT cut, notch or drill holes in headers or beams except as indicated in illustrations and tables. Other Trus Joist® Beams Header or Beam Depth Maximum Round Hole Size 48" 1" 5y" 1%4' 7%"- 20" 2" See illustration for Allowed Hole Zone Use di or �1 ri WA R N I N G Ba intermediate bearings with load bearing or Joists are unstable until braced laterally Revision 2 braced/shear wall October 23, 2024 Bracing Includes: from above .Blocking ea Ong •Strut Lines End n joists • Hangers • Rim Board • Rim Joist at centerline of support L2 00, H 1 O ° • DO NOT walk on joists DO NOT walk on joists DO NOT stack building ° until braced. that are lying flat. materials on unsheathed .a ° ° INJURY MAY RESULT. joists. Stack only over °• .° Exterior Deck WARNING NOTES: beams or walls. d ° ° LA Attachment DO NOT use sawn Lack of proper bracing during construction can result in serious lumber for rim accidents. Observe the following guidelines: 'd ; Structural board or blocking, ° sheathing 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. ° as it may shrink 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be O after installation. accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. O Use only 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. ° Safety bracing (1x4 engineered lumber. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or Protect untreated wood O minimum) at 8' on -Center (6' one layer of unnailed sheathing. from direct contact with See ALLOWABLE ® 4. Sheathing must be completely attached to each TJI° joist before additional loads can be placed on the system. on -center for TJI 110 joists) and O 5. Ends of cantilevers require safety bracingon both the to and bottom flanges. concrete 1y" knockouts H3 HOLES extended to a braced end wall. q y p 9 at approximately Fasten at each joist with 6. The flanges must remain straight within 112" from true alignment. 12" on -center two 8d (0.113" x 2%") nails minimum Warning: Drilling, sawing, sanding or machining wood products generates wood dust. The paint and/or coating on this (see WARNING). product may contain titanium dioxide. Wood dust and titanium dioxide are substances known to the state of California Bearing plate to be to cause cancer. For more information on Proposition 65, visit wy .com/inform. flush with inside face of wall or beam A Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. Since 1992 Precision & Grace 1611116thAvenue Northeast Suite 224 Bei%vue, WA 98004-3045 0 0 0 206-619-3995 creativecomfort7@gmail.com Al <t' w, O v O O O � O `h �� • ^� x O O r-' c� ar O Q CIO CA N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 z U13 ift/26/242MI CITY OF EDMON Project C PMEN S Designer: Vernon May 3, 2024 Client: Mr. g Mrs. Hoff July 15, 2024 Design Issued: July 11, 2024 Bid Issued: May 16, 2024 Structural Issued: July It, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20 1 24 r All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of i kin uvr ( oMt crt i . No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical meansincluding information storage and retrieval systems without permission in writing from c sun ue�. t 0111110 Version: I Sheet Number AS-5.1 Shear blocking - %" TJ° Rim Board, 1y"or 1Y2' TimberStrand° LSL or TJI Two rows 8d (0.113" x 2Y2") nails at 8" on -center Filler ROOF DETAILS General Notes Unless otherwise noted, all details are valid to a maximum slope of 12:12. Joists >16" have a maximum slope of 3:12. Web stiffeners are required with all 22" and 24" joists and when the sides of the hanger do not latterally support at least Y8" of the TJI® joist top flange. Also see framing plan. Web Stiffener required on both sides at R1W ONLY 3eveled bearing plate required when slope exceeds Y4:12 span maximum 2x4 one side. Use 2x4 both sides if joist spacing is greater than 24" on -center. IIJ 7 y" ock. d web E)d on It R10W only. e required when slope exceeds Y4:12 Ridge Connection TimberStrand® LSL or Toenail with four 16d (0.131" x 34") nails Microllam° LVL ridge board each side, or four 16d (0.131" x 34") nails through ridge into rafter R 20 TimberStrand° LSL rafter 3" Maximum raft( seat cut overhan Additional connections may be required to resist wind forces in high wind zones Minimum Ridge Board Depth Rafter Size Rafter Pitch 4:12 to 9:12 10:12 to 11:12 12:12 Ridge Board Sizes 2x6 2x8 2x10 2xl0 2x8 2x10 2x12 2x12 2x10 14" 14" 14" 2x12 14" 16" 16" Heel Connection (Lap) R 22 TimberStrand° LSL rafter Sheathing or other lateral Is required � "'" �y TimberStrand® LSL Attach blocking to rafter with ceiling joist two 16d (0.131" x 3%") nails 16d (0.131" x 3 a") nails Lateral blocking per code or for heel/lap connection for lateral wind requirements Toenail ceiling joist to top plate Toenail rafter to top plate with with two 16d (0.131" x 3Y4") nails three 16d (0.131" x 94") nails R * For heel/lap connection nailing see Rafter Span and Heel Connection 21 - Tables in Weyerhaeuser Roof System Design Guide TJ 9005. O Y Y 9 V-cut shear blocking - %4"or 1Y2" TimberStrand° LSL rim board Web Stiffener required on both sides at R3W ONLY able slope seat lector an maximum LSTA18 (Simpson Strong -Tie° or USP Structural Connectors®) strap with twelve 10d (0.148" x 1)/2") nails Additional blocking may be required for shear transfer Strap nails: Leave 2%" minimum end distance Double beveled bearing plate when slope exceeds Y4:12 Web Stiffener required on both sides at R14W ONLY Heel Connection (Platform) Attach blocking to rafter with two 16d (0.131" x 34") nails Lateral blocking per code or for lateral wind requirements A23 or A3 clips each side. (Addresses lateral load only, not intended for wind uplift.) 3" maximum rafter seat cut overhang Attach plate to rim with 16d (0.131" x 3Y4") nails at 12" on -center * Angle Clips Hanger Clip Nailing Top Plate Rafter/Ceiling Joist Type Simpson A23 10d x 1%" 10d x 1%" Strong Tie® USP Structural A3 10d x 10d x 1%" Connectors® TJI(D joist flang must bear full plate. Beveled web stiffeners required on both sides. Cut to match roof slope. Birdsmouth cut must not overhang inside face of plate. \2x4 block for soffit support R5 BIRDSMOUTH CUT allowed at low end of joist only LSTA24 (Simpson Strong -Tie or USP Structural Connectors) strap with twelve 10d (0.148 x 1Y2") nails required at H5S with slopes greater than 3:12 Additional blocking may be required for shear transfer. Strap nails: Leave 2/8" minimum end distance Variable slope joist hanger. Beveled web stiffener required each side. H5 H5 S H5S is allowed only with joist depths < 16" TimberStrand° LSL rafter Sheathing or other lateral / bracing as required 5;� TimberStrand° LSL ceiling joist 2x TimberStrand° LSL plate (connection design may be required, contact your Weyerhaeuser representative) Rafter Connection for Thrust: • For lap connection nail quantity requirements, see Rafter Span and Heel Connection Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. - If fewer than 8 nails are required, use only one A23 or A3 clip, each side. - If 8-15 nails required, use two A23 or A3 clips, each side. Hip/Ridge/Valley/ Post Detail TimberStrand° LSL or Microllam° LVL ridge board Notch TimberStrand° LSL hip/valley to sit on post (minimum of 75% of original member depth must remain). Toenail hip to ridge with five 16d (0.131" x 3%4") nails. or bearing wall TimberStrand° LSL rafter Hip member or valley beam OR 25 Filler block: Attach per the table below. Clinch nails when possible. INTERMEDIATE BEARING Blocking panels or shear blocking may be specified for joist stability at intermediate supports Web stiffeners Twist strap and backer block required at required on both R7S with slopes greater than 3:12. See sides at R7W ONLY Nailing Requirements at Bearing in Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. Beveled bearing plate required when R7 R7 �R7) slope exceeds 1/4:12 W R7S is allowed only with joist depths < 16" Backer block: Install tight to bottom flange (tight to top flange with top mount hangers). Attach per table below. LSTA18 strap nails at H6S with slopes greater than 3:12 Strap nails: Leave 2%" minimum end distance Variable slope joist hanger. Beveled web stiffeners required on both sides. TJI° Depth, D TJI° Flange Width Block Type Nail Size Quantity 9YZ' <D<16" less than 3%" Filler 10d 0.128" x 3" 10 Backer 10d(0.128" x 3") 10 3/z Filler 16d(0.135" x 3Y2") 10 - each side Backer 10d(0.128" x 3") 10 16" <D< 20" less than 3%" Filler 10d(0.128" x 3") 15 Backer 10d(0.128" x 3") 15 3Y Filler 16d(0.135" x 3Y2") 15 -each side Backer 10d(0.128" x 3") 15 20" <D< 24" 3Y„ Filler 16d(0.135" x 3Y2") 25 - each side Backer 10d(0.128" x 3") 15 H6S is allowed only with joist depths < 16" H6 H6 For filler and backer block sizes see Weyerhaeuser TJI® S Joist Specifier's Guide, TJ-4000 Outlooker Detail Hip/Valley Low End Hip member or valley beam Hip/valley depth (d) De at Se Atta with per HiolVallev Depth 1x or 2x ceiling joists lateral bracing at 48" ed 2 times joist spacing, minimum ural sheathing ors pth of hip/valley seat cut (y). e table below ch hip/valley member to plate three 16d (0.131 x 3Y4") nails side Minimum Percentage of Original Hip/Valley Depth Required Member Type I TimberStrand® LSL Microllam® LVL Hip Member 1 30% 1 50% Valley Beam 60%1 90% Calculate percentage as y/d x 100 2x4 one side. Use 2x4 both sides if joist spacing is Two rows 8d greater than 24" on -center. (0.113" x 2Y2") nails at 8" on -center ,p _T1 y" u' LV Beveled 2x4 block with beveled web stiffener on popposite side of web R8 � BIRDSMOUTH CUT allowed at low end of joist only SHEAR BLOCKING and VENTILATIONy HOLES (Roof Only) �31 I I I Field trim to match joist depth at outer edge of wall or locate on wall to match joist depth. Y Use 1 %" TJ® Rim Board with depths < 16". v Allowed hole zone Y P P Maximum allowable V-cut For TJI° joists with slopes of 10:12 to 12:12, the vertical depth of Oshear blocking at bearing will require 1Y8" TJ® Rim Board or 1Y4" or Sg 1Y2" TimberStrand° LSL that is one size deeper than the TJI° joist. DO NOT use 1Y8" TJ® Rim Board with 18"-24" TJI° joists or in vertilation - hole applications. O • u Hip/Valley Intermediate Support Connect rafter to hip with five 16d (0.131" x 3Y4") nails. Connect rafter to valley with 16d (0.131" x *') nails per table below. Four 16d (0.131" x 3Y4") nails at each end of strap/cleat Toenail hip/valley to Hip member or post with three t valley beam 16d (0.131" x 3/4") nails per side Sloped bearing surface Attach post to bearing wall or beam with three 16d (0.131" x Beam or ceiling joist sized to support post 3/4") nails per side Rafter - to - Vallev Connection Rafter On -Center Spacing Rafter Span Roof Snow Load 30 ILL + 15 DL 50 ILL + 15 DL 80 ILL + 15 DL Number of 16d (0.131" x 3%") nails required 6' 5 5 5 16" 12' 5 6 8 18' 6 9 12 24' 8 12 6' 5 5 7 24" 12' 6 8 11 18' 9 13 24' 12 R * Contact your Weyerhaeuser representative 26 for additional connection information. Valley -to- Hip Connection Sloped hanger (sloped/skewed if roof pitches are unequal).') Hip member Ridge board. Toenail ridge -to- hip with four 16d (0.131" x 3Y") Connect rafter to nails valley using 16d (0.131"x 3)/4") nails(2) T-,Valley beam. Connect to hip member with sloped hanger. Contact your Weyerhaeuser representative for sizing of a hip or valley with a point load. (1) See Framing Connectors in Weyerhaeuser Roof System Guide, R TJ-9005 for O 28 hanger capacities. 2 9 P II See Rafter -to- Valley Connection table in Detail R26 above. Double joist may be required when L exceeds Xjoist spacing Blocking /as required 2x overhang. Notch around TJI° joist top End wall flange. Dormer Framing 2x4 one side. Use 2x6 if joist spacing is greater than 24" on -center. 10d (0.128" x 3") nails at 8" on -center Id 2x4 block a� w' Beveled web stiffeners on both sides Rg BIRDSMOUTH CUT allowed at low end of joist only Beveled web stiffener each side of TJI° joist web TJI® joist flange must bear fully on plate. Birdsmouth cut must not overhang inside face of plate. gC BIRDSMOUTH CUT allowed at low end of joist only ill x 3Y4") actions 's tables 005 for 24 Warning: Drilling, sawing, sanding or machining wood products generates wood dust. The paint and/or coating on this 9 9, 9, 9 9 P 9 P 9 product may contain titanium dioxide. Wood dust and titanium dioxide are substances known to the state of California to cause cancer. For more information on Proposition 65, visit wy.com/inform. A Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. C , rvE C''O RT Since 1992 Precision & Grace 1611116thAvenue Northeast Suite 224 Bellevue, WA 98004-3045 0 0 0 206-619-3995 creativecomfort7@gmail.com AI "BD, O N 0 O � rr c O O V a � N V � M • � � et- ''`I p 0 '_' ic� v n V d0 C4 bA N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 9 /26/242M CITY OF EDMON PI'01ect 2PMEN S Designer: Vernon May 3, 2024 Client: Mr. 6 Mrs. Hoff July 15, 2024 Design Issued: July 11, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of c i>n i c : Invi< . No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical nears, including information storage and retrieval systems 'withoutpermission in writing from (m sfiki: re UoRf. Version: I Sheet Number AS-D.2 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING C 1VE S1 Surface Mount Hanger with Double Fastener g2 Surface Mount Hanger with Single Fastener S Offset Hanger S4 Double Offset Hanger S5 Face Mount Hanger Minimum 2x6 hanger block, S6 Hanger at Web Hole maximum 48" long. Bearing on Minimum 2x6 x 6" long filler block, Minimum 2x4 x 6" long filler block Minimum 2x6 x 6" long filler block Minimum 2x6 x 6" long filler block flange is acceptable but not required. Since 1992 attached tight to top flange PYCCZSZO72 & GYGIC2 1611116thAvenue Northeast 2" pipe, Suite 224 maximum Bellevue, W,4 98004-3045 0 0 0 • 206-619-3995 En Four #10 x 1Y" Eh creativecomfort7@gmail.com Four # 10 x 1Y" sheet metal screws Four #10 x 1Y" sheet metal Four #10 x 1Y" sheet metal screws screws sheet metal screws Four #10 x 2" sheet metal Al screws from each end or five B p 10d (0.148" x 3") nails from each end. Maintain Y" minimum edge distance and stagger. Hole cut neatly in the web of TJRjoist Filler Block Maximum Filler Block Maximum Filler Block Maximum Filler Block Maximum according to Allowable Holes on 0 Material Pipe Diameter Material Pipe Diameter Material Pipe Diameter Material Pipe Diameter Filler Block Maximum page 17 of Fire -Rated Assemblies Material pipe Diameter and Sprinkler Systems Guide TJ-1500 d. DF or SPF 2" Install per NFPA 13 and manufacturer's instructions. DF or SPF 2" Install per NFPA 13 and manufacturer's instructions. DF or SPF 1 %a" Install per NFPA 13 and manufacturer's instructions. DF or SPF 1" Install per NFPA 13 and manufacturer's instructions. DF or SPF 2" Install per NFPA 13 and manufacturer's instructions. Maximum pipe diameter is 2". Install per NFPA 13 and manufacturer's instructions. O rV 4 S20 Beam Clamp S21 Ceiling Flange S22 22A Coach Screw into Joist Flange S23 Rod Bolted to Filler Block S24 Rod with Support Member 8 n� diy� �l Detail S22A: 2x6 block, SPF or better, with grain 4� maximum When required to satisfy local code oriented vertically and minimum %4" gap Two 16d (0.162" x 3Y") A requirements for minimum penetration, between block and flange nails each end NFPA 13 A add minimum 2x6 x 18" long filler block. O requires 3" Y" maximum for minimum 2Y2" minimum from bottom v A x 3O flange widths > Two 10d 2"; penetration. (0.148" ) " " edge, at main Ines X" maximum for See Detail S22A flange widths < 2" nails, clinched Minimum 4x_ hanger block, IBC • �1 Fasten block with two Beam clamp per NFPA13 (0.148" 0.1 8" 3") nails, No. 2 grade or better %6" minimum Eye rod per NFPA 13, t di i i f tab le A T s 3" minimum with clevis O \ One /" orY"diameter %8' diameter eye rod Y" lag screw into machine bolt with See ae or maximum pipe diameter Oor L-rod � Ceiling flange with �" maximum washers, turned tight ya" lead hole Sy0 Hanger rod or two %s' x 2" lag y" minimum gap ' ►� iC Section A -A Eye rod or support U support per screws or two 18 A P Block Lag Screw Maximum PP P Y" maximum per NFPA 13 Material Size Pipe Diameter Section A -A NFPA 13 guage (0.294") x 1 Y" A a wood screws Center art su (parallel Section A -A pipe PP (P or DF or SP Y x 3 3 Y At maximum hanger spacing, maximum pipe diameter is 4' . At maximum hanger spacing, maximum pipe diameter is 2' . At maximum hanger spacing, maximum pipe diameter is 2" (4" at detail S22A). perpendicular) between joists. � Check flange and clamp dimensions for compatibility. Penetration of screws into web is allowed. Penetration of screws into web is allowed. At maximum hanger spacing, maximum pipe diameter is 2" for %" bolts, 4" forY" bolts. SPF or HF Y" x 3" 2 Y" to V � X S25 Rod with Support Member and Filler Block S26 Rod with Side -Beam Bracket S27 Rod with Steel Angle Trapeze S28 U-Hook with Filler Block p Minimum 4x hanger Minimum 2x8 x 18" long Minimum 2x6 x 18" long, or Minimum 2x6 x 18" long /4' x 2" long lag screw ( 8" lead hole require block, No. 2 grade or filler block, tight to bottom Steel angle trapeze better, tight to bottom flange • ^ N � filler block, tight to bottom better; 32" span maximum flange. See table. d) per NFPA 13 %Y' flange. See table. One " or • C� A diameter O Filler Block Fastener Maximum machine bolt A Minimum ►� L • Block Bolt Hanger Maximum Approved side -beam bracket with washers, Material Size Thickness Pipe Diameter 2x6 x 18" long Material Type Pipe Diameter (check with manufacturer) turned tight. Y" x 3" lag screw 3 Y" See table. Y" W. 3 Y2" DF or SP „ machine bolt 2" DF or SP 3 Y"„ 2„ ® Y" machine bolt 6" SPF or HF Y" /" 2 2- Y' maximum Y" x 3" lag screw, 2 Y" SPF or HF Ys" machine bolt 2" Two %" diameter machine Y" machine bolt 5" 2Y Two machine bolts with 2Y" minimum O bolts at each joist with 1" minimum washers, turned tight Center pipe support (parallel or washers, turned tight Fastener as required; see table. perpendicular) between joists. A Hanger rod :E See table Steel angle trapeze A or support per NFPA 13 Locate fastener approximately 1" Two 16d (0.162" x 3Y") per NFPA13 Hanger rod or U-hook per NFPA 13 from the top of the block and nails each end centered between joists. Hanger rod or support per NFPA 13 Section A -A support per Section A -A At maximum hanger spacing, maximum pipe diameter is 4". NFPA13 See table Center pipe support (parallel and perpendicular) between joists. At maximum hanger spacing, maximum pipe diameter is 3 Y" for %" bolts, 4" forY" bolts. S29 U-Hook with Support Member 4g„ S30 Pipe on Support Member S31 Inverted U-Hook with Pipe Through Joist S32 Inverted U-Hook with Pipe Through Joist S50 Swivel Sway Brace on TJI® Joist Web Pipe strap or inverted U-Hook, (4" Pipe Diameter, Maximum) (6" Pipe Diameter, Maximum) (Loads Parallel or Perpendicular to TJI® Joists) 4� center between joists Hole cut neatly in the web of TJI®joist according Hole cut neatly in the web of TJ10joist according Project Site: Two 16d (0.162" x 3Y") to Allowable Holes on page 17 of Fire -Rated to Allowable Holes on page 17 of Fire -Rated Nut and washer 19922 81 st Place West nails each end Minimum 2x6 x 18" long, SPF or better, tight to bottom flange Assemblies and Sprinkler Systems Guide #1500 Assemblies and Sprinkler Systems Guide #1500 1 Y" net x 6" x 12" long filler � block each side of TJl�joist Edmonds, WA 98026 2 Y" minimum from bottom web, tight to top flange edge, 3" at main lines Inverted U-hook A per NFPA 13 A Building Jurisdiction: a Minimum 4x hanger block, Hanger block, Minimum City of Edmonds No. 2 grade or better SPF or better. 2x6 x 18" long, Minimum See table for size. s tight to bottom flange 2x6 x 18" long, Swivel sway brace tight to bottom flange Building Code: ® on both sides Y" diameter Block Lag Screw Maximum bolt I.R.C. 2021 Material Size Pipe Diameter Two 16d (0.162" x 3Y") o Allowable Horizontal Seismic Loads (Ibs) nails, each side Inverted U-hook per NFPA 13. Washer See table for lag screw �� x 2Y„ 3Y^ o Inverted U-hook per NFPA 13. Angle to Vertical (0) and pipe diameter DF or SP TJI° Joist Wood Hanger Two /$„ May be placed as on either side Species a diameter machine bolts per May be placed as shown or flat 30° 45° 60° Y" x 3" 4" On -Center Spacing Block Size joist with 1" washers, turned tight against web on the oppsite side. of block. 9 9 DF 430 690 695 U 8" x 2 Y" 3 Y" 32" or less 4x4 A Section A -A '4 Section A -A � No. 8 x 2 Y" long (minimum) SPF 365 590 695 U-Hook per NFPA 13, SPF or HF / x 3" 4" 48" 4x6 Two Y" diameter machine bolts Two)/2" diameter machine bolts wood screws6 each side center between joists Center pipe support (parallel or At maximum hanger spacing, , with washers, turned tight with washers, turned tight • Loads are based on the controlling connection to the joist. perpendicular) between joists. maximum pipe diameter is 6" • Loads include a 1.60 duration of load factor adjustment. UT I /26/242H 1 S51 Extended Swivel Sway Brace on TJI® Joist Web Allowable Horizontal Seismic Loads (Ibs) (Loads Parallel to TJI® Joists) CITY OF EDMON DS Species Blocking Angle to Vertical (0) Project CIsmPMEN A Gap: 10d " x 3" 0.128Condition ° 45° 60° ( ) 30S52 Brace with Nailed Blocking S53 Brace with Blocking in Hangers Y" minimum nails 2x on one side 465 660 810 (Loads Parallel or perpendicular to TJI® Joists) (Loads Parallel or Perpendicular to TJI® Joists) Designer: Vernon Y" maximumT� DF 2x on both sides 660 935 1,145 4" minimum T — Brace per NFPA. See Brace per NFPA. See May 3, 2024 Optional 2x_ on SPF 2x_ on one side 410 580 710 Glued surface General Notes for location. Glued surface General Notes for location. opposite side for 2x_ on both sides 615 865 1,060 Client: larger seismic loads • Loads are based on the controlling connection to the joist. Gap: Brace must be in • Loads include a 1.60 duration of load factor adjustment. For braces that pass through joist Simpson Strong -Tie® Mr. g Mrs. Hoff %4' minimumT a plane parallel ® webs, see Allowable Holes on ® U410 hanger (or July 15, 2024 Y" maximum T with the joist page 17 of Fire -Rated Assemblies equivalent) 2x attached with ten and Sprinkler Systems Guide #1500 10d (0.128" x 3") nails. Nail through joist webs to end of Attach each hanger assembly Design Issued: 9 General Notes 4x_ with eight 10d (0.128" x 3") 6 with ten 10d (0.148" x 3 v") July 112024 • Do not use this detail for loads perpendicular to the joist. nails, each side. Stagger if nails, clinched. Brace and attachment to • Make connection in the top half of the block, centered at least 4" from the end of the block. necessary to avoid splitting. 4x12 2x_ block per NFPA 13 hanger block Bid Issued: • The direction of the wood grain in the block is approximately parallel with the brace. 4x10 or 4x12 with notches a May 16, 2024 A cut to fit around joist flanges. 2x12 x 1'-0" Section A -A Gap between 4x_ and filler block Structural Issued: flange to bey" maximum. General Notes July 11, 2024 General Notes • Before installing, glue top edge of 4x blocking with a subfloor adhesive that meets the • Notch top corners of 4x blocking so it fits around joist flanges and tight to sheathing. requirements of ASTM D 3498. Follow manufacturer's recommendations. Glued surfaces Construction Issued: • Before installing, glue top edge of 4x blocking with a subfloor adhesive that meets the must be clean and dust free. July 17, 2024 requirements of ASTM D 3498. Follow manufacturer's recommendations. Glued surface • Attach 4x hanger block by nailing through each hanger, filler block, and TJI@ joist web with Revision 2 must be clean and dust free. ten 10d (0.148" x 3") nails and clinch. October 23, 2024 • For loads perpendicular to joists, the brace must be located a distance of at least 7 x the • For loads perpendicular to joists, the brace must be located a distance of at least 7 x the Revision - I hole diameter used for brace attachment, measured from the end of the block. Maintain a hole diameter used for brace attachment, measured from the end of the block. Maintain a September 25, 2024 4-hole-diameter distance from all other edges. 4-hole-diameter distance from all other edges. • For loads parallel to joists (not shown), the brace must be attached to the upper half of the • For loads parallel to joists (not shown), the brace must be attached to the upper half of the 4x blocking. The same end and edge distances as those noted above for loads 4x blocking. The same end and edge distances as those noted above for loads PrO'ect Number perpendicular to joist must be maintained. perpendicular to joist must be maintained. Allowable Horizontal Seismic Loads (Ibs) Allowable Horizontal Seismic Loads (Ibs) 2 0 1 2 4 Species Angle to Vertical (0) Species Angle to Vertical (0) 30° 45° 60° 30° 45° 60° DF 3700' 600 600 DF 465 720 980 SPF 34011 5901" 600 SPF 400 650 895 • Loads are based on the controlling connection to the joist. All Rights Reserved. (1) If connection is centered within the length of the 4x block, 9 All contents within this sheet to include the intellectual loads may be increased to 400 lbs. • The capacity of the brace fastener to the wood block may property is the sole property of, 1t1,VI n t(.1,H1i`ii1. No (2) If connection is centered within the length of the 4x block, limit the capacity of the detail (see NFPA 13). part of this document and its content cannot to he loads may be increased to 600 lbs. • Loads include a 1.60 duration of load factor adjustment. reproduced inany tormorhyany electronic ormechanical • Loads are based on the controlling connection to the joist. means, including information storage and retrieval systems Warning: Drilling, sawing, sanding or machining wood products generates wood dust. The paint and/or coating on this without permission in writing from AIRI N limit the capacity of the detail (see NFPA 13). • The capacity of the brace fastenerthe wood block may product may contain titanium dioxide. Wood dust and titanium dioxide are substances known to the state of California • Loads include a 1.60 duration of load factor adjustment. to cause cancer. For more information on Proposition 65, visit wy.com/inform. Version: I Sheet Number A Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. AS-5.3 O 1O RPS28 (16 GAUGE) TO REINFORCE TOP PLATE, AND O7 HSS2-3-SDS3 (16 GAUGE) HEAVY STUD SHOE FOR RPS28 PSPN516Z O MSTC 8O RPS28Z (16 GAUGE ZMAXTM) TO REINFORCE SILL PLATE. TRIPLE 2X STUD. USES (12) SDS%" x 3" SCREWS (INCLUDED). r_ INTERNATIONAL RESIDENTIAL CODE - 2015/2018 R602.6.1 INTERNATIONAL RESIDENTIAL CODE - 2015/2018 R602.6 AND M1308.2 0 INTERNATIONAL BUILDING CODE - 2015/2018 2308.5.8 INTERNATIONAL BUILDING CODE - 2015/2018 2308.5.8, 2308.5.9 AND 2308.5.10 INTERNATIONAL PLUMBING CODE - 2015/2018 305.8 "" o A A 4° o 0 0 0 0 ° ° 0 O 0 TM :v: •r':•v: �- A o A A A o 0 0 ° ° 0 0 20 PSPN516Z (16 GAUGE ZMAX ) AT TOP OR BOTTOM PLATES INTERNATIONAL MECHANICAL CODE - 2015/2018 305.5 L A o INTERNATIONAL RESIDENTIAL CODE- 2015/2018 P2603.2.1, 0 0 R602.6.1 AND M1308.2 ® MSTC (16 GAUGE) AT TOP PLATE CTS218 WATER o 0 INTERNATIONAL BUILDING CODE - 2015/2018 2308.5.8 INTERNATIONAL RESIDENTIAL CODE - 2015/2018 R602.6.1 O OR INTERNATIONAL PLUMBING CODE - 2015/2018 305.8 INTERNATIONAL BUILDING CODE - 2015/2018 2308.5.8 9 VENT INTERNATIONAL MECHANICAL CODE - 2015/2018 305.5 PIPE 90 CTS218 (14 GAUGE) TO REINFORCE TOP -PLATE FOR BOTH TO PSPN516Z O3 PSPN58Z (16 GAUGE ZMAXTM) AT TOP OR BOTTOM PLATES COMPRESSION AND TENSION FORCES 2ND INTERNATIONAL RESIDENTIAL CODE - 2015/2018 P2603.2.1 AND M1308.2 SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC-2015 4.1.4 FLOOR INTERNATIONAL PLUMBING CODE - 2015/2018 305.8 INTERNATIONAL RESIDENTIAL CODE - 2015/2018 R602.6.1 INTERNATIONAL MECHANICAL CODE - 2015/2018 305.5 INTERNATIONAL BUILDING CODE - 2015/2018 2308.9.8 16%6'' ® NS - NAIL STOPS TO PROTECT PIPING O SSO1 5 FROM DRYWALL NAILS OR SCREWS. NS2 o v INTERNATIONAL RESIDENTIAL CODE - M1308.2 AND P2603.2.1 O v v o NATIONAL ELECTRIC CODE - 2014/2017 300.4 NS2 ° I HVAC CHASE v ° v ° o o INTERNATIONAL PLUMBING CODE - 2015/2018 305.8 I ° °° _ ° (2) ADJACENT ° o o a o INTERNATIONAL MECHANICAL CODE - 2015/2018 305.5 ° ° O 4 �, STUD BAYS o 0 0 0 5O SS1.5 (16 GAUGE) STUD SHOES REINFORCE AND PROTECT PLUMBING IN 2X. INTERNATIONAL RESIDENTIAL CODE -2015/2018 R602.6 AND M1308.2 NS1 6O ° INTERNATIONAL BUILDING CODE -2015/2018 2308.5.8, 2308.5.9 AND 2308.5.10 I HSS2- INTERNATIONAL PLUMBING CODE - 2015/2018 305.8 SUPPLY SDS1.5 ° a d INTERNATIONAL MECHANICAL CODE - 2015/2018 305.5 HVAC CHASE IN LINES EXTERIOR OR LOAD \ 3-16d a a, ° © HSS2-SDS1.5 (16 GAUGE) HEAVY STUD SHOES TO REINFORCE BEARING WALL HSS2-3-SDS3 O FASTENERS d' ° A AND PROTECT SINGLE 2X STUDS WHERE PIPE IS LOCATED. USES I EVERY 16" d ' NO. (12) 0.162' x 3Y2" NAILS (16) 0,162' x 3 ' NAILS (24) 0.162' x 3 ' NAILS (lb.) (lb.) (lb.) 16 6" (12) SDS/ x 1/ SCREWS (INCLUDED). INTERNATIONAL RESIDENTIAL CODE - 2015/2018 R602.6 AND M1308.2 INTERNATIONAL BUILDING CODE - 2015/2018 2308.5.8, 2308.5.9 AND 2308.5.10 '�� p V. 0 1 ELECTRICAL WIRING 1. TO MEET THE PRESCRIPTIVE IRC REQUIREMENTS 16d BOX NAILS (0.135" DIA x 3/2') MAYBE USED. INTERNATIONAL PLUMBING CODE - 2015/2018 305.8 4 NS1 , PSPN516Z O LOAD BEARING WALL 2. ALLOWABLE TENSION LOAD IS 0.75 OF TABLE LOADS WHEN INSTALLED WITH 16d BOX NAILS. IINTERNATIONAL MECHANICAL CODE - 2015/2018 305.5 (WITH HVAC CHASE) PSPN516Z (16 GAUGE ZMAXTM) AT TOP OR BOTTOM PLATES PSPN58Z(S) INTERNATIONAL RESIDENTIAL CODE- 2015/2018 P2603.2.1, R602.6.1 AND M1308.2 �'•"' INTERNATIONAL BUILDING CODE - 2015/2018 2308.5.8 RPS28Z 1O INTERNATIONAL PLUMBING CODE - 2015/2018 305.8 INTERNATIONAL MECHANICAL CODE - 2015/2018 305.5 PLUMBING DETAIL 1 PSPN516Z NAIL STOPPER TOP OR BOTTOM PLATE REPAIR 2 PSPN516Z NAIL STOPPER TOP OR BOTTOM PLATE REPAIR 2A PLUS PLUMBING LINE PROTECTOR PLUS PLUMBING LINE PROTECTOR 8 CODES: ICC-ES ESR 2105 WITH LA SUPPLEMENT; FLORIDA FL10852. 4Y" MAX GAP 0 q PSPN58Z 0 m 5" 2 II NS2 (3) NS1 NS1 w O 0 0 SUPPLY LINES ___F NO-FU THEIR AL)b HAVE BEEN INGHEA6ED FOR WIND OR EAK I HUUAKE LOADING WITH I 0 o INCREASE ALLOWED. REDUCE WHERE OTHER LOADS GOVERN. NS1 0 2. FASTENER QUANTITIES ARE FOR A SINGLE STRAP. (NS2 SIMILAR) `q 3. MAXIMUM GAP BETWEEN WOOD MEMBERS IS 4%". UU SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC - 2015 4.14 TYPICAL CTS INSTALLATION INTERNATIONAL RESIDENTIAL CODE - 2015/2018 R602.6.1 (One-sided installation shown) INTERNATIONAL BUILDING CODE - 2015/2018 2308.5.8 NS - NAIL STOPS TO PROTECT PIPING FROM DRYWALL NAILS OR SCREWS. NO, INTERNATIONAL RESIDENTIAL CODE - M1308.2 AND P2603.2.1 NATIONAL ELECTRIC CODE - 2014/2017 300.4 1 , PSPN58Z (16 GAUGE ZMAXTM) AT TOP OR BOTTOM PLATES INTERNATIONAL PLUMBING CODE - 2015/2018 305.8 INTERNATIONAL RESIDENTIAL CODE - 2015/2018 P2603.2.1 AND M1308.2 INTERNATIONAL MECHANICAL CODE - 2015/2018 305.5 1 ' INTERNATIONAL PLUMBING CODE - 2015/2018 305.8 INTERNATIONAL MECHANICAL CODE - 2015/2018 305.5 1. OPTIONAL NAILS: 8d = 0.131" DIA x 3y" LONG. PSPN58Z NAIL STOPPER PLUMBING LINE PROTECTOR 3 CTS218 COMPRESSION -TENSION STRAP TOP -PLATE REPAIR 4 NS NAIL STOPPER PLUMBING AND ELECTRICAL 5A NS NAIL STOPPER PLUMBING AND ELECTRICAL 5B LINE PROTECTOR LINE PROTECTOR 3Y, 3y4" 0 0 0 0 0 0 0 0 2%a.. ® 6 � T/s i NS2 ® O O ® O O SUPPLY LINE 27 0 00 0 Y2 ® 0 0 0 O 0 6Z8" MIN. ® \ 0 I ® ® O ® O ® � � CODES: ICC-ES ESR-2608; FLORIDA FL10864 SS1.5 VENT PIPE CODES: ICC-ES ESR-2608; FLORIDA FL10864 SS3 SS4.5 ALL17WALE LIAJSIffW• 1 LIAJIS ' Al I... 1 I; , 11, I... ,IIIll 111; �■IIT.`I[ CT■ 1-�'1.il�tliCl��i4'xi.� CIF-�•��-�'�LI�1'�' �l' `�■IIT►y[cC-S►■ - 11 �� . - . ggqqqqqqqY�.�q.�'ggqqqqqqqqr�rl.� - 1 1 `e��gg�rgyrrs■ ggqqqqqqqKltiul_ggqqqt�:Ill.��-1:iq.�t.�:i.111♦ i'q■II^CII►`1rC%'.■ gggggggggtizlxL� - 1 1 Ala : 1 1 `'■IIiT►�I[►CS►■ 1-1Ci.11)♦��ZIY11>♦I�-11Y11�SiCil.� �ilb��'1•�[I)♦�llj[II♦�'�[ZI)♦ ��■IIT.`1rCs■ `� • . -.-�LCi•'�.ilY�l)♦�-�Ciil)♦`iCib' i'q■rT.II.yrrs■ • ' 1 �UIIL'SI� � 1 1 �:i1CI.� SIZE (T❑TAL) (12) 0,148' x 1' (12) 0.148' x 1 ' x x HSS2 HSS2-3 'II �I II ILUMBER IA• I.1 • 1 �I11151J:��.`1.`1111►� � I � ONEIuE �Iul C 1 C � ' " NOTES: m HSS NOTES: 1. INSTALLS OVER PIPE UP TO 2%" OUTSIDE DIAMETER. NOTE: INTERNATIONAL RESIDENTIAL CODE - 2015/2018 R602.6 AND M1308.2 1. SS STUD SHOES REINFORCE STUDS AND PROTECT PLUMBING. INTERNATIONAL RESIDENTIAL CODE - 2015/2018 R602.6 AND M1308.2 2. SIDS SCREWS PROVIDED. 1. DISTANCE BETWEEN CENTER LINE OF SUPPLY LINE AND CENTER LINE OF VENT PIPE MUST BE A INTERNATIONAL BUILDING CODE - 2015/2018 2308.5.8, 2308.5.9 AND 2308.5.10 2. ROOF LOADS ARE 125% OF FLOOR LOADS UNLESS LIMITED BY OTHER CRITERIA. INTERNATIONAL BUILDING CODE - 2015/2018 2308.5.8, 2308.5.9 AND 2308.5.10 3. ROOF LOADS ARE 125% OF FLOOR LOADS UNLESS LIMITED BY OTHER CRITERIA. MINIMUM OF 6%" TO PROVIDE ADEQUATE SPACE FOR THE HSS AND NS2. INTERNATIONAL PLUMBING CODE - 2015/2018 305.8 FLOOR LOADS MAY BE ADJUSTED FOR LOAD DURATIONS ACCORDING TO THE CODE, PROVIDED THEY INTERNATIONAL PLUMBING CODE - 2015/2018 305.8 FLOOR LOADS MAY BE ADJUSTED FOR LOAD DURATIONS ACCORDING TO THE CODE, INTERNATIONAL MECHANICAL CODE - 2015/2018 305.5 DO NOT EXCEED ROOF LOADS. INTERNATIONAL MECHANICAL CODE - 2015/2018 305.5 PROVIDED THEY DO NOT EXCEED ROOF LOADS. NOTCHED STUD REINFORCEMENT NOTCHED STUD REINFORCEMENT NOTCHED STUD REINFORCEMENT NOTCHED STUD REINFORCEMENT SS STUD SHOE AND PLUMBING LINE PROTECTOR 6A SS STUD SHOE AND PLUMBING LINE PROTECTOR 6B HSS-SDS STUD SHOE AND PLUMBING LINE PROTECTOR 7A HSS-SDS STUD SHOE AND PLUMBING LINE PROTECTOR 76 SS/HSS-SDS STUD SHOE CLEARANCE REQUIREMENTS 7C Revision 2 MSTC (16 GAUGE) AT TOP PLATE MSTC (16 GAUGE) AT TOP AND BOTTOM PLATE NOTES. 5 2" FOR RPS 18 & 22 October 23, 2024 INTERNATIONAL RESIDENTIAL CODE INTERNATIONAL BUILDING CODE - 2006/2009/2012 1. WHERE TOP -PLATE HOLE OR NOTCH REDUCES RPS28 12" FOR RPS 28 2015/2018 R602.6.1 2308.5.8 \ COMPRESSION CAPACITY BELOW ACCEPTABLE LEVEL, \\ CONSIDER USING CTS218 (SEE DETAIL 4) \\ ems, 2. INTERIOR, NON -LOAD BEARING WALLS REQUIRE NO ° ° ° ° ° 00o o O ° STRUCTURAL REPAIR. MSTC52 MSTC52 3. STRAP MUST BE INSTALLED ON THE UPPERMOST PLATE 4. NAILS: 16d = 0.162" DIA x 3y" LONG 18%6" FOR RPS 18 NOTE: WHERE TOP -PLATE HOLE OR NOTE: WHERE TOP -PLATE HOLE OR 22%6" FOR RPS 22 NOTCH REDUCES COMPRESSION .� NOTCH REDUCES COMPRESSION\ 28%s" FOR RPS28 CAPACITY BELOW ACCEPTABLE LEVEL, CAPACITY BELOW ACCEPTABLE LEVEL, CONSIDER USING CTS218 CONSIDER USING CTS218 (SEE DETAIL 4) HVAC CHASE (SEE DETAIL 4) (2) ADJACENT HVAC CHASE BAYS CODES: ICC-ES ESR 2608 WITH LA SUPPLEMENT; FLORIDA FL10864. (2) ADJACENT BAYS HVAC CHASE IN EXTERIOR OR LOAD CODES: ICC-ES ESR-2105 WITH LA SUPPLEMENT; FLORIDA FL10852 BEARING WALL (TOTAL) TENSION LOADS Qb.) DF/SP TENSION LOADS Qb.) SPF/HF II MSTC52 �I 52 4" (12) 0.162' x -3-V libu 99b (16) 0.162' x 3 ' NOTES: 2Y4 NO. WIDTH (T❑TAL) TENSI❑N LOADS 1 18 6" !- 5 x 2 " 1 22 6 x 2 ' 1 22 6' 16) x 2 r NOTES: 1 28 6" X 2 ' 1 28 6 x r 1. MSTC HAS COUNTERSUNK NAIL SLOTS FOR A LOWER PROFILE. 2. USED WHEN THE TOP PLATES ON TWO CONSECUTIVE BAYS HAVE BEEN REMOVED. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RPS28 (16 GAUGE) TO REINFORCE TOP PLATE AND 2. TO MEET THE IBC REQUIREMENT USE THE RPS18, RPS22, OR RPS28 W/ 6-16d NAILS EACH END OF STRAP. 3. TO MEET THE PRESCRIPTIVE IRC REQUIREMENTS, 16d BOX (0.135" DIA. x 3Y" LONG) MAY BE USED. ALLOWABLE 1 0 O O I RPS28Z (16 GAUGE ZMAXTM) TO REINFORCE SILL PLATE. 3. TO MEET THE PRESCRIPTIVE IRC REQUIREMENTS 16d BOX NAILS (0.135" x 3%") MAY BE USED. ALLOWABLE TENSION LOAD IS 0.88 OF TABLE LOADS WHEN INSTALLED WITH 16d BOX NAILS. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J INTERNATIONAL RESIDENTIAL CODE - 2015/2018 R602.6.1 RPS28Z TENSION LOAD IS 0.75 OF TABLE LOADS WHEN INSTALLED WITH 16d BOX NAILS. 4. NAILS SHOULD BE EQUALLY DISTRIBUTED TO BOTH TOP PLATES. 7�-3,4 INTERNATIONAL BUILDING CODE - 2015/2018 2308.5.8 HVAC REPAIRS - IRC REPAIR MSTC $A MSTC HVAC REPAIRS -IBC 8B RPS STRAP TIES TOP AND BOTTOM PLATE REPAIR`(SINGEE BAY) 9A RPS STRAP TIES CODEOP OR BOTOTOM PLATES 96 TOP PLATE REPAIR (CONSECUTIVE BAYS) TOP AND BOTTOM PLATE REPAIR (CONSECUTIVE BAYS) FRAMING DETAILS FOR ULTILITY PENETRATIONS THERE IS NO EQUAL SIMPSONSStrong-Tie, Co. Inc. 9 Pleasanton. CA 94588 � t • Tel: (SOO) 999-5099 • Website: w .strongtle.wnn .- THERE IS NO EQUAL C IVE 7 �- nn It T Since 1992 Precision & Grace 1611116th,4venue Northeast Suite 224 Oellevue, 7NA 98004-3045 206-619-3995 creativecomfort7@gmail.com AI "B °,,." O O N O � v •� O i . O ra � c1- SR O Or�F^r v O �A Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 U /26/212M CITY OF EDMON Project Coo PMEN S T Designer: Vernon May 3, 2024 Client: Mr. IS Mrs. Hoff July 15, 2021 Design Issued: July 11, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: September 25, 2024 Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of rrzi � uv[ co�ii oiz i . No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from c-izi vi cohvt�a i_ Version: I Sheet Number AS-6.1 MITCHELL ENGINEERING INC. ReondWA 98052 M 7- Redmond,Ave. N.E. (425) 747-1500 mitchellengioeeringinc®comcast.net A/ T 1'L 1- AAkJ r� . �z 15 7IaS 719,-" 97 44 f Ilr I y�jll,,1l�Irl-C�,TrG �rkI X JGy /^+ :✓//l�liT/5 Porl PREPARED BY PROJECT 20775 �-'��' F" rig✓!• DATE /� �� • SUBJECT _ `�p�/y/' SHEET NO. OF ®/ Z al2A L. JOB NO. 024- I PW STRUCTURAL NOTES rr�l�i l�AVvd t/mil )=Y totG �� G% T1 �dr Gad, rn` W ,51o' ;,el ` � $ � hl /VitTt. II/AAA-, r L I'ts�Ar S CODE: DESIGN IS IN ACCORDANCE WITH THE 2021 INTERNATIONAL BUILDING CODE (I.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF ------------------- 25 P SF FLOOR ----------------- 40P SF LATERAL: WIND ------------------ EXPOSURE B, 85MPH/1 IOMPH(ULT)/WIND PER ASCE 7-16 SECTION 28.5.3 SEISMIC -------------- SITE CLASS D, SEISMIC PER ASCE 7-16, SIMPLIFIED LATERAL FORCE SYSTEM, SECTION 12.14.8.1 FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 150OPSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6" BELOW ADJACENT EXTERIOR GRADE. CAST -IN -PLACE CONCRETE: F'c =3000 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. CONCRETE SHALL COMPLY WITH ACI 318-14 SECTION 26.4.2.1. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCHES MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2.5 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE. FIRST BOLT TO BE INSTALLED 6 INCHES FROM END OF PLATE. DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM A653M CLASS-G-185. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- 615 GRADE 40 FOR #5 AND SMALLER REINFORCEMENT. CONCRETE CAST AGAINST EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: i Or /rww- VA AAl� s�bt�Yl I9/8110 #6 THROUGH #18 BARS 2 INCHES #5 BAR AND SMALLER 1-1/2 INCHES STRUCTURAL TIMBER: ALL LUMBER SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 AND M4 STANDARDS. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 2X FLOOR JOIST DOUG-FIR/LARCH #1---- Fb-950 PSI 2X ROOF RAFTERS HEM-FIR#2------------------ Fb-850 PSI 2X DECK JOIST HEM-FIR#2------------------ Fb-850 PSI 4X BEAMS DOUG-FIR/LARCH #1---- Fb-95OPSI 6X BEAMS DOUG-FIR/LARCH #1---- Fb-95OPSI LUMBER NOT NOTED HEM -FIR #2----------------- Fb-850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH THE CURRENT I.B.C. SCHEDULE. STRUCTURAL LAMINATED LUMBER (GRADE 2.0 Fb=2600 PSI E=2,000,000 PSI Fir=285 PSI FLOOR SHEATHING: SHEATHING SHALL BE % INCH TONGUE AND GROOVE A.P.A. RATED SHEATHING SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. WALL SHEATHING: SHEATHING SHALL BE 7/16 A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 1 Od NAILS AT 6 INCHES ON CENTER AND 10 INCHES AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLU-LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILM DRYED. STRESS COMBINATION OF 24F-V4 FOR SIMPLE SPANS AND 24F-VS FOR CANTILEVER AND CONTINUOUS BEAMS. 'ep . 47 PREPARED BYA4 PROJECT DATE �%" `�' � SUBJECT yot� _SHEETNO. A4 OF JOB NO. P'2'4 /&/ ROOF SHEATHING: SHEATHING SHALL BE 7/16 A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORT. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS SPACED AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE 4X8. ALL VERTICALLY LAMINATED COLUMNS AND HEADERS SHALL BE SPIKED TOGETHER WITH TWO ROWS OF 12d NAILS SPACED AT 12 INCHES ON CENTER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS 4X8 WITH ONE TRIMMER AND ONE KING STUD FOR OPENINGS 4 FEET WIDE OR LESS.ALL COLUMNS NOT CALLED OUT ON THE PLANS BE (2) STUDS SPIKED TOGETHER WITH 12d NAILS SPACED 12 INCHES ON CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 1 Od NAILS AT IO INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2-10d NAILS AT EACH SPLICE AND CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. Q 000�oo N tnV kn00O 3 d p � .a a Ll! 0 � U r rn rn it y ao q Q A 5 " - - N LLI 17 <Y fV fV (V (V N LID m .p Cp ,el• M N M N w •rp N 'L7 `C3 'C 'C 'O -O Z' Lq GO o0 ao W W 00 0 -.O ca cc b '� to N M N as A 4. Mo � b8 V n.1 '`ova in y V N L` 0 —y � v z �9 Saoo a m 'g 3 V] in m t04 00•0 0�� a 5 9 q a.E o a a C3 o •.2 =U C 3 .� b .� u. .. � H is •�' •� 3 0 0 0 o aoN`oo�a� � 3 N `d '_' w E O U1 '� N •O Imo. O 0 o �p O z cJ � M � N t•J �`' � U O U VJ •••. N M 7 vi ,D l� W5, Project Structural Engineering Firm MITCHELL ENGINEERING INC. Professional Engineer: Michael Mitchell, P.E. 7821 168th Avenue Northeast Redmond, Washington 98052 425 747-1500 mitchellengineeringinc@comcast.net MITCHELL ENGINEERING INC. Project Number: N024-166 Reserve for the Structural Engineer Reserve for the Building Department C VE O _ stiabf' 199 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Beffevue, ZVA 98004-3045 Y Y Y 206-619-3995 creativecomfort7@gmail.com AT BID O �t- 0 rA O v -�2 O cn o • � Z O t v �•f l �o - .� o ry t 5 Q N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Department: City of Edmonds Building Code: I.R.C. 2021 � SU p. h 1 t16/2014 CITY OF EDMO Project CODIfIMIR9JPME iT D N Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July 11, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: Project Number 20124 * M * All Rights Reserved. All contents within this sheet to include the intellectual property Is the sole property Of CREATIVE COMFORT. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing (rem CREATIVE COMFORT. Version: I Sheet Number S-1.0 it ,J�/pf'��-.y� /�.Fs+-dey 2w / V,4 L �r/t��r/`�pPi �j,��r�. �W� 7 �f /i' �4�)4<�er i�� 7A� 2�CL�T�/�NCrai 5. i�? dY _ a J �^ v'• kv 1 dc�4la�' f` °�"`o �%�Eg�f �/Fri t !f 4444, e 14 z in- —1-11 , P :5)) AJ J 7, 2,;,, 6, ?:1 w , /..w :✓�6SlI> r' , �r 7 L= � "li ' ` del : � f� �, r - A: I y� Project Structural Engineering Firm L ' MITCHELL ENGINEERING INC. �tn Professional Engineer: Michael Mitchell, P.E. iLL 7821 168th Avenue Northeast a Redmond, Washington 98052 425 747-1500 511- � �(� e� /(� �� ItAdjl, 40,4�,69-. mitchellengineeringinc@comcast.net f �A&.-A�e 11--r MITCHELL ENGINEERING INC. Project Number: N024-166 - --- --- __- .�.., ngin Reserve for the Structural Engineer At.- �/ 7t- E otvm .. 4' do wol- �7 of .4 L lr _ T �� r� 12 Reserve for the Building Department V1�� g zi/4 C IVE T stia6Cished 199 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Beffevue, W,4 98004-3045 206-619-3995 creativecomfort7@gmail. com MFtlR .R AI B D. d- 0 4f q O � Z .� � v cn 0 rA �w C N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Department: City of Edmonds Building Code: I.R.C. 2021 126/20141 �7 CITY OF EDMOr Project C0Q]q%IU.4DPME ID T SERYIOES BE. N Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July 11, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - I : Project Number 20124 AIIAII RightV'�� All contents within this sheet to include the intellectual property is the sole property of , Ju uvr. ceaa. r i. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from tRl 4I Ib I. , 0%fl `li l- Version: I Sheet Number S -2.1 /a / /14 4Jt,, i 71 /4 /G-od Vv/ I Apivaj Vt- Al S �� Aa*-�, d ? Ca / i L � ► ' � �14 , ,�l �i �" �A AMA / -rp %s 1 I Go Al , 2v -z- 40 47/57f t-1 Y A4 A ®_ ==41>> yfddAirt-,�" lany ^p'''' S�.JrE�� q) ✓�/7 / e.y1� y, am ��1 1 _ 1-v) Sy/�,q/�� L()vr'�[��'+/ +.'� pIF� j�� ! �� / �� l � �! �! 14� bey �� %��/�nIH �/�IJq ` I '� ��'i.e � �✓�� 1 ,�w� f, t^Y' �� V / ,/ / i+ �J'. ��'I-I"'y.� ZPI Project Structural Engineering Firm MITCHELL ENGINEERING INC. Professional Engineer: Michael Mitchell, P.E. 7821 168th Avenue Northeast Redmond, Washington 98052 425 747-I 500 > 'r ld� � f�� R � �. 7-1�11 1 ��"�j,�/f� j2�r{ � �yc/�j��] mitchellengineeringinc@comcast.net MITCHELL ENGINEERING INC. Project Number: N024-166 ( P' h; �f r 3Zr-----�.�- ---�-� ._ 4'��q S°T /e- 7 Reserve for the Structural Engineer lr,�/s;Vl -4 7 Lx� T� WAN T'JX I 14&J 4 Ira AU— j O JJ Reserve for the Building Department 12 _ „ ,.... _. A Y Al -1A ! 1, S 14 -;t5la 7'—,/"41G r, 5/0 ,r,-` C� IVE T stia6Cished 199 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Beffevue, W,4 98004-3045 206-619-3995 creativecomfort7@gmail. com MF.tlRF.R AI B D. O v ram, rfi O Zt �w O i Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Department: City of Edmonds Building Code: I.R.C. 2021 126/2041 CITY OF EDMOr Project C0Q]q%IU.4DPME ID T N Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July 11, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of (Ju ,� uvr. cem. i. 1, No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from nai �iror Version: I Sheet Number S-2.2 st 1 4 i5a, 0- �virz Project Structural Engineering Firm MITCHELL ENGINEERING INC. Professional Engineer: Michael Mitchell, P.E. 7821 168th Avenue Northeast Redmond, Washington 98052 425 747-1500 mitchellengineeringinc@comcast.net { MITCHELL ENGINEERING INC. Project Number: N024-166 f� Reserve for the Structural Engineer ki� Reserve for the Building Department Z' r--- 124 C IVE T stia6Cished 199 Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Beffevue, W,4 98004-3045 206-619-3995 creativecomfort7@gmail. com MF.tlRF.R AI B_D. O ry � Z .� v cn Zt �w �o Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Department: City of Edmonds Building Code: I.R.C. 2021 4 4�j 2612� � CITY OF EDMOI Project C0Q]q%IU.4DPME IDE T N Designer: Vernon May 3, 2024 Client: Mr. & Mrs. Hoff July 15, 2024 Design Issued: July 11, 2024 Bid Issued: May 16, 2024 Structural Issued: July 11, 2024 Construction Issued: July 17, 2024 Revision - 1: Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property o(eao� irvi . ccea. k i. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from tRl 4I Ib I. , 0%fl `li l- Version: I Sheet Number S-2.3 OGeneral Lateral Notes EPDXY NOTE Project Structural Engineering Firm I . INSURE HOLE IS CLEAN OF ALL FORIGN MATTER. B - B A -A MITCHELL ENGINEERING INC. I. VERIFY ALL DIMENSIONS AND STRUCTURAL CONDITION IN THE FIELD. VERIFY ALL ON SITE CONDITIONS. MEASUREMENTS ARE FROM 2. STEM WALL AND FOOTING REBAR EPDXY PER f- A-5.2 A-5.1 FRAMING SURFACE TO FRAMING SURFACE. STRUCTURAL ENIGEER SPECIFICATIONS. Professional Engineer: Michael Mitchell, P.E. 50' 782 I 168th Avenue Northeast REFER TO STRUCTURAL ENGINEER'S REPORT FOR ALL REQUIREMENTS, —2. — — —NOTES — — — — - Redmond, Washington 98052 AND DETAILS FOR LATERAL STRUCTURAL AND FOUNDATION SPECIFICATIONS. 10'-91r 15'-3" 24' 425 747-1500 40 mitchellengineeringinc@comcast.net 3. QUESTION REGARDING THE LATERAL ENGINEERING ON THIS PLAN IS TO BE DIRECTED TO THE STRUCTURAL ENGINEER. . . . . Job Number: 024-166 4. PROJECT TO BE INCOMPLIANCE WITH THE INTERNATIONAL BUILDING Foundation Legend CODE (I.B.C.) AND INTERNATIONAL RESIDENTIAL CODE (I.R.C.). 4'-4" 5'-6" 8'-8,f 5. ALL WORKMENSHIP TO THE BEST, PLUMB, LEVEL AND SQUARE, 6. DIMENSIONS PROVIDED BY THE ARCHITECTURAL DESIGN FIRM LATERAL: SHEAR WALL g THEREFOR CONFIRM DIMENSION WITH THE ARCHITECTURAL PLANS. FOUNDATION ONLY NEW MUDSILL PT 3x RIPPED TO STEM WALL WIDTH Q J O 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLETE COMPLIANCE OF ALL CODES AND PRODUCT MANUFACTURES �. Wafkway p p — — — W/ COUNTER -SUNK 5/8" AT 30"O.C. oo W/GALV. 3" x 3" x I /4" PLATE WASHER. REFER TO ARCHITECTUCUTAL PLANS FOR DIMENSIONS, Q U LLi LL; 8. INSTALLMENT REQUIREMENTS. GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDED PLANS AND ,� T X •Y, Deck FOUNDATION VENTS ETC. - - - - _ - - - `'-- DECK FRAMING - - - - DOCUMENTS TO ELECTRICAL, MECHANICAL, PLUMBING SUBCONTRACTORS AND/OR SUBCONTRACTOR EFFECTING ANY _ E Fw_ OMITTED FOR CLARITY = E E. FOUNDATION STEM WALL CONTINUOUS FOOTING ELEMENT OF THE STRUCTURE. — - - --------- - - - - --- r-------- 9. ALL CONNECTORS. FASTENERS, HARDWARE AND HOLDONS SPECIFIED ON THESE PLANS MUST BE IN COMPLIANCE PER SIMPSON I 5.6 I I I I TYPICAL HOLDOWN Oh I I Z z STRONG -TIE REQUIREMENTS OF INSTALLMENT AND INSTALLATION. i I HDU5 (4 PLACES) I i DS DRN 10. ANY STRUCTURAL CHANGE COVERED BY THE STRUCTURAL ENGINEER PERTAINING TO THIS PROJECT MUST BE APPROVED IN WRITTING BY I I I I I I LINE - - - - - - - - O O THE STRUCTURAL ENGINEER. IF SAID CHANGE ARE NOT APPROVED — --- --- --- � I I I FTGDRN---<.-•-,�,�.:�. LINE IN WRITTING THEN THE PARTY WHO MADE THE CHANGE IS COMPLETELY RESPONSIBLE FOR THE CAUSE AND EFFECT OF THE CHANGE TO THE STRUCTURE TO INCLUDE ALL COST OF DAMAGES. 3'-6" DECK FRAMING OMITTED FOR CLARITY I I I I FOUNDATION STEM WALL CONTINUOUS FOOTING I © F __1 F - -1 I I Lateral Symbols Legend I L-1 L-1 Deckr s 7 „ 21 -6 .w: I I tt I I 21'-6" SYMBOL DESCRIPTION I I I I I I SHEAR TAG PI-4 PI-4 I I I L - -1 DETAIL TAGS 12 -6 I I �V. Crawlspace /E I- DETAIL NUMBER E-E I A-5.5 Covered•Deck, I I I I I I I I I I - A-5.5 BUBBLE TAG 6 2 I 3 i I 1 4 SIM I I i 4 SIM 6' _= DETAIL NUMBER IL I I I 6 O '. . .. ' .. .,.`. `:..'vat .. '.r,i: ' a3 ' BEARING SYMBOLS DOUBLE STUD ® I - •L° .� / �1� ram' L..,. - - -- '- -- - ' � �. — ' .a:. :. .� - - -- -� i•.:. -- -- �'� E. CP ACCESSL —jirr.i -- -- - -- -- -- - ��' I BEAM SYMBOLS — - - - - — l (JI 12 SIM EXPOSED BEAM FLUSH BEAM I 1 WALL SYMBOLS INTERIOR BEARING WALL I :. \ E. Craw ace :: 24' SHEARWALL SHEARWALL ON BEAM / HEADER 45 -6 I I' E• Gar gee �..1 � � \ -- r--- —i I r i 1 ' — I— r �r �� 12A M'� I I �r.. Loads Spec�ficatl'ons I .J EXIST. j,I_J� r; L J LJ J �E.H� L---J — + IJ �__� — L--1 L-- J1:Y I LIVE LOADS i I 24' I�JJI [�.l S.O.G. r /I� I DEVICE EXISTING POST / BEAM L�EMovEJ NEW BEAMS, POSTS, AND FTG'S PER S ROOF: 25 P.S.F. DESIGNER'S PLAN REFER TO S-1.1 FOR STRUCTURAL SPECIFICATIONS. FLOOR: 40 P.S.F. DECK: 60 P.S.F. L I F. �::� rD- D I �.: ,' I —1 '1 D - D IRC ASSUMED BEARING SOIL: 1,500 P.S.F. I �5. I.,� I I L;1 ■ II _ REFER TO S-2. I S-2.2 FOR STRUCTURAL DETAILS City of Edmonds Design Specifications I rr II 7' Reserve for the Structural Engineer MIN. ROOF SNOW LOAD 25 PSF (NON -REDUCIBLE) GROUND SNOW LOAD 25 PSF (NON -REDUCIBLE) I E j SEISMIC DESIGN CATEGORY D I (RESIDENTIAL) WIND SPEED 98 MPH- .. mI E PACCESS I%. WIND EXPOSURE B — A� . —•�.: .:. ., :..., '; -. — ;".�.� :°. •_... J— A Holdown Symbols Legend EXISTING CONCRETE I O CONCRETE FOUNDATION VERIFY MUDSILL IS BOLTED TO W/ ANCHORS SPACED NO MORE THAN 48" O.C. — E. CP 9 ACCESS AREA �/ ✓ • PorCfi SIMPSON Strom -Tie DRAWING ARE NTS Post size by ®® Designer ® E. FLOOR LEGEND E. Drivewwa •y E. Sid"ewalk DECK FRAMING OMITTED FOR CLARITY I — — — — — — — — — — — — P T 0 0 ®® ° ° oo • o ®® • Do D p 0. 0 EXISTING RESIDENCE 4'-4" 5'-6" 7'6 Reserve for the Building Department 00 ° -_ I 10'-9" „— NEW BLDG ELEMENTS — — — — — — — — — — — — — — — — — —39-3 — — — — — — — — — — — — — =o F R P -�- _ _ __ EXISTING GARAGE — —K kIB3 —EXISTING BLDG ELEMENTS HDU5-SDS2.5 z°= zo CONVERTED INTO RESIDENTIAL SPACE �IB A- A O i 0 1 4 8 A-5.3 A-5.2 HDU5 (HDU2, HDU8, HDU11, and HDU14 similar) I Scale: 1 /4" — P-0" — C IVE stia6Cished 199Z Precession & Grace Transforms Dreams into Reality 1611116thAvenue Northeast Suite 224 Beffevue, W,4 98004-3045 206-619-3995 creativecomfort7@gmail. corn MF.tlRF.R AI B D. �r- O O o i o • v -4 ►� u ton � � O G1C C N Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 126/20141 CITY OF EDMO Project C0DgWR8DPME D T il N Designer: Vernon May 3, 2024 Client: Mr. 6 Mrs. Hoff July 15, 2024 Design Issued: July 9, 2024 Bid Issued: May 16, 2024 Structural Issued: July 10, 2024 Construction Issued: July 17, 2024 Revision - 1: Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of aei � i i\ i , — i. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from , U n 1111 10111 OR I. Version: I Sheet Number S-3.1 OGeneral Lateral Notes Project Structural Engineering Firm C -C B - B A - A MITCHELL ENGINEERING INC. I. VERIFY ALL DIMENSIONS AND STRUCTURAL CONDITION IN THE FIELD. VERIFY ALL ON SITE CONDITIONS. MEASUREMENTS ARE FROM FRAMING SURFACE TO FRAMING SURFACE. A-5.3 A-5.2 A-5.1 Professional Engineer: Michael Mitchell, P.E. 2. REFER TO STRUCTURAL ENGINEER'S REPORT FOR ALL REQUIREMENTS, NOTES AND DETAILS FOR LATERAL STRUCTURAL AND FOUNDATION SPECIFICATIONS. I — — — — — — — — — — — — — — — — 50' — — — — — — — — — — — — — — — — — — — — — — I 782 1 168th Avenue Northeast Redmond, Washington 98052 425 747-1500 mitchellengineeringinc@comcast.net 3. QUESTION REGARDING THE LATERAL ENGINEERING ON THIS PLAN IS TO BE DIRECTED TO THE STRUCTURAL ENGINEER. I I Job Number: 024-166 4. PROJECT TO BE INCOMPLIANCE WITH THE INTERNATIONAL BUILDING CODE (I.B.C.) AND INTERNATIONAL RESIDENTIAL CODE (I.R.C.). 4'-4„ 5,_6„ 5. ALL WORKMENSHIP TO THE BEST, PLUMB, LEVEL AND SQUARE. 6. DIMENSIONS PROVIDED BY THE ARCHITECTURAL DESIGN FIRM THEREFOR CONFIRM DIMENSION WITH THE ARCHITECTURAL PLANS. LATERAL: SHEAR WALL g WALL LEGEND BEARING LOAD SYMBOLS 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLETE FOUNDATION ONLY --------------------- EXISTING 2x4 WALL p CONCENTRATED LOAD FROM ABOVE COMPLIANCE OF ALL CODES AND PRODUCT MANUFACTURES INSTALLMENT REQUIREMENTS. = to _ to 14 _= to to EXISTING 20 WALL -___-----__-__-__� ......NEW 2x3 RIPPED WALL TO 2" ® DBL STUD ® TRIPLE STUDS 8. GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDED PLANS AND DOCUMENTS TO ELECTRICAL, MECHANICAL, PLUMBING SUBCONTRACTORS AND/OR SUBCONTRACTOR EFFECTING ANY ELEMENT OF THE STRUCTURE. O PI-4 PI-4 - — (- —IF77O - - - - - - _ _ _ REMOVE EXISTING 2x WALL NEW 2x WALL ® 4x4 POST ® 4x6 POST ® 6x6 POST 9. ALL CONNECTORS. FASTENERS, HARDWARE AND HOLDONS SPECIFIED ON THESE PLANS MUST BE IN COMPLIANCE PER SIMPSON STRONG -TIE REQUIREMENTS OF INSTALLMENT AND INSTALLATION. SHORT WALL, ELEV PER FLOOR PLAN �� INTERIOR BEARING WALL E 6x6 POST, FULL HEIGHT PLATE TO FOUNDATION / FOOTING SfE 10. ANY STRUCTURAL CHANGE COVERED BY THE STRUCTURAL ENGINEER PERTAINING TO THIS PROJECT MUST BE APPROVED IN WRITTING BY NEW BEAM SYMBOLS THE STRUCTURAL ENGINEER. IF SAID CHANGE ARE NOT APPROVED IN WRITTING THEN THE PARTY WHO MADE THE CHANGE IS COMPLETELY RESPONSIBLE FOR THE CAUSE AND EFFECT OF THE CHANGE TO THE STRUCTURE TO INCLUDE ALL COST OF DAMAGES. O 2x RAFTERS I NEW 2x RAFTERS O - EXPOSED BEAM - Lateral Symbols Le Legend y g C n FF — — — — — — — — — — — - - — — n a 13 � FLUSH BEAM SYMBOL DESCRIPTION SHEAR TAG PI-4 PI-4 DETAIL TAGS I DECK ROOF DETAIL NUMBER DETAIL E E OMITTED ED FOR BUBBLE TAG ( 15 a 6 DETAIL NUMBER L--J BEARING SYMBOLS DOUBLE STUD BEAM SYMBOLS EXPOSED BEAM FLUSH BEAM WALL SYMBOLS INTERIOR BEARING WALL SHEARWALL SHEARWALL ON BEAM / HEADER LoadsSpecifications I 45'-6" I 1 III 14 P1-4 OVER FRAME / P4 P14 NEW 2x RAFTERS P1- P14 �� ! j / _? � -- P14 -T / IIj IIjI OVER FRAME / I I --------- I 24' I n- I I� LIVE LOADS ROOF: 25 P.S.F. FLOOR: 40 P.S.F. DECK: 60 P.S.F. IRC ASSUMED BEARING SOIL: 1,500 P.S.F. I A-5.4 I I i i I I NEW 2x n I I I I �5.4 REFER TO S-1.1, S-2.1, S-2.2 AND S-2.3 FOR STRUCTURAL NOTES FOR ADDITIONAL SPECIFICATIONS. City of Edmonds Design Specifications I '' I I ; ; II i i ; ; II RAFTERS \ II \' '' 14 II i i 7 Reserve for the Structural Engineer MIN. ROOF SNOW LOAD 25 PSF (NON -REDUCIBLE) GROUND SNOW LOAD 25 PSF (NON -REDUCIBLE) I I i i i i OVER i i\ SEISMIC DESIGN CATEGORY D I (RESIDENTIAL) FRAME WIND SPEED 98 MPH WIND EXPOSURE B — A II II II II I - - — r ==_J `-=- P14 P1-4 — --- _= P14 II II P14 I P14 T I Imo. II II P14 P14 13 NEW INFILL WALL EXISTING WALL VERIFY EXTERIOR INFILL TO BE P 1-4 WALLS ARE SHEATHED W/ PLYWOOD NAILED W/ 8d NAILS AT 6" O.C. AT PANEL EGES, ALL EDGES BLOCKED. u u 4'-4" 5,_6„ Reserve for the Building Department 7t_6„ — — 10'-9" — — — — — — — — — — — — — — — —39-3 „— — — — — — — — — — — — — — NEW BLDG ELEMENTS ,�-- ------------- ---------------- 50' ------ EXISTING BLDG ELEMENTS C-C A-5.3 B -B A-5.2 A -A A-5.1 0 21 41 si Scale: 1 /4" = P-011 C WE stia6Cished 199Z Precession & Grace Transforms Dreams into Reality 1611116th,4venue Northeast Suite 224 Beffevue, W,4 98004-3045 206-619-3995 creativecomfort7@gmail. com MF.tlRF.R AI B D. � O ry O O i o v v � u O N U m M x Zt 0 0 V O � tip GEC Project Site: 19922 81 st Place West Edmonds, WA 98026 Building Jurisdiction: City of Edmonds Building Code: I.R.C. 2021 126/20141 CITY OF EDMOr Project C0DqWR8DPMP ID T N Designer: Vernon May 3, 2024 Client: Mr. 6 Mrs. Hoff July 15, 2024 Design Issued: July 9, 2024 Bid Issued: May 16, 2024 Structural Issued: July 10, 2024 Construction Issued: July 17, 2024 Revision - 1: Project Number 20124 All Rights Reserved. All contents within this sheet to include the intellectual property is the sole property of aei � i i\ i , — i. No part of this document and it's content cannot to be reproduced in any form or by any electronic or mechanical means, including information storage and retrieval systems without permission in writing from , U n 1111 10111 OR I. Version: I Sheet Number S-4.1