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APPOVED FIR PLN_BLD RESUB 1-Architectural_Plan+5.13.2022�'03-31-2022 Plan Review Approved with condition: CONDITION: A residential fire sprinkler system is required due to the square footage. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. Provide a minimum combination water service of one inch (10) meter and one and one half (11/211) service line, or show that domestic and fire protection needs can be met with a smaller service. DFM Burt GENERAL NOTES Approved DFM rakns guvt South County Fire Date: 08/23/2022 VAISVILA RESIDENCE 1. ALL WORK SHALL CONFORM TO THE 2018 I.B.C., THE WASHINGTON STATE BUILDING CODE, THE INTERNATIONAL PLUMBING, MECHANICAL AND ELECTRICAL CODES, AND ALL JURISDICTION RULES AND REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS TO COMPLETE THE WORK. 2. DO NOT SCALE ANY DIMENSIONS FROM THE DRAWINGS. USE CALCULATED DIMENSIONS ONLY. 3. VERIFY ALL DIMENSIONS, DATUMS AND LEVELS PRIOR TO CONSTRUCTION. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. 4. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE CONTRACT AND BY OTHERS. PROVIDE ALL BLOCK -OUTS, BLOCKING, BACKING AND JACKS REQUIRED FOR INSTALLATION. 5. VERIFY LOCATION OF ALL EXISTING UTILITIES, CAP, MARK AND PROTECT AS NECESSARY TO COMPLETE THE WORK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM THEIR WORK. 7. GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS PANES IN DOORS, GLAZING WITHIN 24" OF A DOOR OPENING, GLAZING CLOSER THAN 18" TO A FLOOR, SHOWER DOORS AND TUB ENCLOSURES SHALL BE WIRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC PER I.R.C. SECTION R308.4 9. PROVIDE FURRING TO CONCEAL MECHANICAL AND ELECTRICAL WORK IN ALL FINISHED AREAS 10. PROVIDE ATTIC ACCESS, MINIMUM 22"x30" WITH MINIMUM 30" HEADROOM AT UNOBSTRUCTED READILY ACCESSIBLE OPENING PER I.R.C. SECTION R807.1 11. PROVIDE VENTILATION PER I.R.C. CHAPTER 15. 12. PROVIDE ATTIC VENTILATION PER I.R.C. SECTION R806. 13. LOCAL EXHAUST SHALL BE PROVIDED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM AND OTHER ROOMS WHERE WATER VAPOR OR COOKING ODOR IS PRODUCED. LOCAL EXHAUST SYSTEMS SHALL BE DESIGNED TO HAVE THE CAPACITY TO EXHAUST THE MINIMUM AIR FLOW RATE DETERMINED IN ACCORDANCE WITH TABLE M1507.4. 14. THE BUILDING SHALL COMPLY WITH WASHINGTON STATE ENERGY CODE. SETBACK, SEAL, AND CAULK ALL CRACKS TO PREVENT AIR INFILTRATION. ALL GLAZING SHALL BE INSULATED GLASS. 15. ALL EXPOSED EXTERIOR METAL SHALL BE GALVANIZED. 16. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U1 AT THE LOCATIONS PER I.R.0 SECTION R317.1 17. FASTENERS FOR PRESERVATIVE TREATED AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER, PER I.R.C. SECTION R317.3 18. PROVIDE CAULKING BETWEEN SOLE PLATES AND SUBFLOOR AND BETWEEN RIM JOISTS AT BOTH TOP PLATES AND SUBFLOOR. 19. "FINISH FLOOR" TO THE TOP OF CONCRETE SLAB OR TOP OF WOOD FLOOR SHEATHING. 20. EXTERIOR/INTERIOR WALLS SHALL BE 2X6 STUDS AT 16" O.C., UNLESS NOTED OTHERWISE. 21. SLOPE ALL WALKS AND DRIVEWAYS AWAY FROM BUILDING 1 /4"/FT. MINIMUM. 22. EXTERIOR DOORS SHALL BE PROVIDED WITH CONTINUOUS WEATHER-STRIP, METAL THRESHOLD, CYLINDER LOCK ACCESSED DEAD BOLT WITH THUMB TURN AND 1" THROW. 23. ROOF AND OVERFLOW DRAINS SHALL COMPLY WITH THE U.P.C. AND I.R.C. SECTION R903.4 24. ROOF AND FOOTING DRAINS ARE TO BE TIGHT LINED SEPARATELY TO APPROVED DISCHARGE. 26. DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN, EXCEPT WITH WRITTEN AUTHORIZATION FROM STRUCTURAL ENGINEER. 27. REPORT ERRORS AND OMISSIONS TO OWNER / DEVELOPER IMMEDIATELY. 28. DEKOSTA INC. IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND IS NOT RESPONSIBLE FOR THE FAILURE OF ANY CONTRACTOR OR SUBCONTRUCTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE VARIOUS CONTRACT DOCUMENTS AND/OR GOVERNING JURISDICTION, REGARDLESS OF WHAT IS SHOWN OR NOT ON THESE DRAWINGS. ENERGY NOTES ALL BUILDING IN THIS PROJECT ARE DESIGNED TO COMPLY WITH THE WASHINGTON STATE ENERGY CODE, 2018 EDITION. ALL RESIDENTIAL UNITS SHALL COMPLY WITH THE REQUIREMENTS BY COMPONENT TABLE 402.1.1, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: 490111=Nx0l 11INaNIoil 10 ROOF/CEILING R-49 FLOOR R-38 EXTERIOR WALLS R-21 SLAB ON GRADE R-10 GLAZING U-VALUE IS .28 OR BETTER. DOOR U-VALUE IS .20 OR BETTER. CONSTRUCTION OF EFFICIENT BUILDING ENVELOPE TO COMPLY WITH TABLE R402.1.1 WITH THE FOLLOWING MODIFICATION: VERTICAL FENESTRATION U=0.28, FLOOR R-38 SLAB ON GRADE R-10 PERIMETER ALL GLASS DOORS ARE INSULATED SAFETY GLASS. SEE A5.1 AND A5.2FOR INSULATION AND ENERGY NOTES. HIGH EFFICIENCY HEAT PUMP WITH MINIMUM HSPF OF 11.0 AND AFUE OF 94% WILL BE USED ENERGY STAR RATED GAS WATER HEATER WITH A MINIMUM EF OF 0.91 WILL BE USED FUEL FOR HEAT AND DOMESTIC HOT WATER IS NATURAL GAS. ALL INSTALLED APPLIANCES SHALL BE NEW AND ENERGY STAR RATED ALL SHOWERHEAD AND KITCHEN SINK FAUCETS - MAX. 1.75 GPM ALL OTHER LAVATORIES - MAX. 1.0 GPM PROJECT STATISTICS PROJECT LOCATION: CITY OF EDMONDS, WA SITE AREA: 12, 076.00 SQ.FT. CONSTRUC.TYPE: V-B VISINITY MAP ALLOWED: 25-0"°�, PROPOSED: 23'-9" Q�P end MAX. LOT COVERAGE: ALLOWED: 4,226.60 SQ.FT.(35%) PROPOSED: 2,787.00 SQ.FT.(23%) DRIVEWAY: 1,311.00 SQ.FT. IMPERVIOUS AREA: 4,098.00 SQ.FT CODE REFERENCES o/�,L 4 NORTH Housemates 3 w s 4 n R - 17125 691h PI W. Edmonds, WA 98026 172nd Street SW 1 72nd Street SW 4w Pq_ JCS R� 25. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS BUILDING CODE: 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR ENERGY CODE: 2018 WASHINGTON STATE ENERGY CODE (WSEC) DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY STR 1�TERAL FIRE CODE: 2018 INTERNATIONAL FIRE CODE (IFC) ENGINEER. OBTAIN ELECTRICAL A SPERATE PLUMBING PERMIT IS REQUIRED ■ PERMIT FROM FOR THIS PERMIT. I STATE LABOR & INDUSTRIES I I ■ GENERAL INFORMATION AND CODE DATA !M0 0 ■ ■ E 0 ■ 0 0 0 0� APPROVED ALL WORK SUBJECT I SPECIAL INSPECTION(S) REQUIRED FOR THIS I PLANS MUST BE TO FIELD PERMIT: I ON JOB SITE INSPECTION FOR I1. SOILS i CODE COMPLIANCE M:\ Meadq,o ae z D zi ? 172�`d-� a r 10 City Of Edmonds Building Department Work NEW SFR Address 17125 69TH PL W Owner VAISVILA Approved Date 6/13/2022 Building Official W. W 474iia.cc Permit Number BLD2022-0094 APPROVED BY PLANNING Aug 08 2022 SEE NOTES REGARDING REVISED DECK ON SHEETS A 2.0, A 2.1, A 4.1, S2.1 &S2.2 PROPERTY ADDRESS 17125 690TH PL WEST, EDMONDS WA 98026 LEGAL DESCRIPTION LOT12, STEINMAN'S MEADOWDALE ESTATES ACCORDING TO THE PLAT THEREOF RECORDED UNDER RECORDING NUMBER 20040085349 RECORDS OF SNOHOMISH COUNTY, WASHINGTON. TAX ACCOUNT No. 01017300001100 CONTACTS OWNER: RICHARD VAISVILA 17125 69TH PL WEST EDMONDS, WA 98026 CONTACT: RICHARD VAISVILA PHONE: (425) 299-1739 DESIGNER: DEKOSTA DESIGN & CONSULTING 15600 NE 8TH ST. SUITE B1-793 BELLEVUE WA 98008 CONTACT: KONSTANTIN BABAYEV PHONE: (425) 941-2740 STRUCTURAL ENGINEER: MITCHELL ENGINEERING 7821 168th AVE. N.E. REDMOND, WA 98052 CONTACT: MIKE MITCHELL PHONE: (425) 747-1500 SURVEY: GEODETIC SURVEYING SERVICES P.O. BOX 133 MUKILTEO, WA. 98275-0133 CONTACT: RICHARD VAISVILLA PHONE: (425) 299-1739 DRAWING INDEX ARCHITECTURAL DRAWINGS: A1.1 GENERAL INFORMATION & CODE DATA. A1.2 SITE PLAN. A2.0 LOWER LEVEL FLOOR PLAN A2.1 MAIN FLOOR PLAN. A2.2 UPPER LEVEL FLOOR PLAN A2.3 ROOF PLAN. A2.4 WINDOW AND DOOR SCHEDULES. A3.1 BUILDING CROSS -SECTIONS A -A A3.2 BUILDING CROSS-SECTION B-B A3.3 WALL SECTIONS A4.1 EXTERIOR ELEVATION-1 A4.2 EXTERIOR ELEVATION-11 A4.3 EXTERIOR ELEVATION -IV A4.4 EXTERIOR ELEVATION-V A5.1 INSULATION AND ENERGY NOTES. A5.2 PRESCRIPTIVE ENERGY CODE COMPLIANCE A6.1 WINDOW INSTALLATION PROCEDURE AND DETAILS. A6.2 DETAILS. STRUCTURAL DRAWINGS: S1.1 STRUCTURAL NOTES. SHEAR WALL SCHEDULE S2.1 FOUNDATION PLAN S2.2 MAIN LEVEL FRAMING PLAN S2.3 UPPER FLOOR/LOWER ROOF FRAMING PLAN S2.2 ROOF FRAMING PLAN S3.1 STRUCTURAL DETAILS (1-4) S3.2 STRUCTURAL DETAILS (5-9) S3.3 STRUCTURAL DETAILS (10-15) S3.4 STRUCTURAL DETAILS (15A-20) S3.5 STRUCTURAL DETAILS (21-26) S3.6 STRUCTURAL DETAILS (27-32) S3.7 STRUCTURAL DETAILS (33-36A) S3.8 STRUCTURAL DETAILS (37-41) S3.9 STRUCTURAL DETAILS (42-47) S3.10 STRUCTURAL DETAILS (48-53) S3.11 STRUCTURAL DETAILS (54-59) RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT m � c a, p C6 _C15 Q o °�-..' coo I- In lzt V V / crj �: O O 0 Y >r-;� W o�� 0 0 CD N U CV o II N oZ Uj O U0) Z ZQ UjUl \ - Z 0 Uj In W ^ I'- VI W J 3 a - 0) > Ln N 18'-6" SEE REVISION OF DECK PER SHEET A4.1,A4.4AND SITE PLAN SHEET A 1.2 (MQS) 0 LOWER LEVEL FLOOF GARAGE AREAS 015 S Q . FT. STORAGE/UTILITY AREAS 685 SQ.FT. 65'-0" 46'- 6" Al CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS/DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR - BOTH EXTERIOR AND INTERIOR WALLS ARE 2X6 FRAMING Al - HATCHED FLOOR AREA, WITHIN INSULATED WALLS, IS HEATED (CONDI ENTIRE HATCHED (SLAB -ON -GRADE FLOOR AREA) SHALL .BE INSULA RESUB May 16 2022 CITY OF EDMONDS �VELOPMENT SERVICES DEPARTMENT m � rn Q C8 (n CJ O 0 0 C) x wCD N N O N iri o '%n > O L0 O a(D CV O CV L CV O II C6 - c � E Q o U) Uj W 0 U0) Z Q 3 Lu 0 0 0 — (� z 0 LU o � W QLu W J 3 a — Q rn � > N rl A 200 SEE REVISION OF DECK PER SHEET A4.1,A4.4AND SITE PLAN SHEET A 1.2 (MQS) PREFAB METAL RAILING AT 36" HIGH A.F.F. GUARD RAIL MUST BE ABLE TO WITHSTAND A CONCENTRATED LOAD OF 200 lbs. APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION PER R301.5 I 10'-0" 0 C° I OPEN DECK TREX 65-0" 17'-6" 5'-0" 1T�` d FURRED PILLAR BEAM ABOVE i - — — — — I I I 8'-6" i 23'-0" CEILING/ABOVE i SKYLIGHTS BEAM ABOVE CEDAR PLANKS ABOVE KITCHEN I N TILE COVERED DECK \ TREX I WALL INSULATION I I I 00 I A3.3 � 55'-0" 12'-6" 2'-0" '-6" 2'-0" 1 14'-6" OO WALL INSULATION ----------- ---i i ------------------------------ -----, -9p- + — — — — — — — - 6 " ' 10'-6" I l p I Lo II POWD R II 0 ©© TILE T O8 _ ® 00 p p 1H OFFICE N I LAUNDRY HARDWOOD O i- TILE 4'-0" 0 T OH g J T T rr r H H of 12'-0" I ARCH ABOVE i O I Or� C (o 0 bo co ollll- 0 I i- L 0 WALL INSULATION MAIN LEVEL FLOOR PLAN LIVING AREA 2,102 SQ.FT. COVERED DECK 102 SQ.FT. OPEN DECK 130 SQ.FT. 0 �n FACTORY BUILD GAS FIREPLACE SHALL BE BE INSTALLED PER MANUFACTURE SPECS AND VERIFIED BY THE OWNER GREAT ROOM HARDWOOD 12'-0" TREX 17'-6" GUARD RAIL MUST BE ABLE TO WITHSTAND A CONCENTRATED LOAD OF 200 lbs. APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION PER R301.5 BEAM ABOVE I I HALLWAY UP-4 (.o Sp HARDWOOD 0 ARCH ABOVE '-6"I 5'-0" I STAIR HALL BEAM ABOVE DINING ROOM HARDWOOD F111 J_. N ENTRY TILE CO 6'- 0" o o 8'-0" 2, 0" pN PORCH CONC ETE GUARD RAIL MUST BE ABLE TO WITHSTAND A CONCENTRATED LOAD OF 200 lbs. APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION PER R301.5 12'- 0" 36'-6" PREFAB METAL RAILING AT 36" HIGH A.F.F. 1 0 A3.3 i� 7' 0" 0 N ©a i IBM HARDWOOD o i� HALLWAY HARDWOOD 3 -0" t H T WALL I SULWTI ON 3' 0" 0 O I cV ROOF BELLOW co 0 N ro 5'- 3" I 0 I N 0 55'-0" Q 10 SD FURRING WALL INSULATED I I i rn i I III 0 O co I4'-0" i N 4'-0» DN 8'-6„ 15'-6" 0 I 12 4'-6" 0 -n O N ASTERBATH o TI LE Lo MASTER BEDROOM HARDWOOD 8'-0" PREFAB METAL RAILING AT 36" HIGH A.F.F. O 5-3" 18'L6" GUARD RAIL MUST BE ABLE TO WITHSTAND A CONCENTRATED LOAD B OF 200 lbs. APPLIED AT ANY POINT ALONG 3.2 THE RAIL IN ANY DIRECTION PER R301.5 I I I I I I I I I I ILL 14 3ULATI N I JARD FAIL MUST BE 3LE TO WITHSTAND A )NCEN RATED LOAD 200 bs. APPLIED T ANY POINT ALONG iE RA14 IN ANY RECTION PER R301.5 CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS/DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR WALL INSULATION RESUB NOTES MaT16 2022 - BOTH EXTERIOR AND INTERIOR WALLS ARE 2X6 FRAMING CITY OFEDMONDS - FOR SHEAR WALL AND STRUCTURAL DETAILS REFER ENGINEERING PLANS DEVELOPMENTEPARTMENRVICES N N 0 N o cn > o Lo o a N 0 N CV o II U) - E J N 0 Z Lu 0 U0) ZQ 3 uj , 0 (� Z 0 Wo W ui W J 3 a W > Ln N I` rl A 201 PPFFAP AAFTAI PAII INI(, WALL INSULATION ROOF BELL WALL INSULATION J f UPPER LEVEL FLOOR PLAN LIVING AREA 1,280 SQ.FT. COVERED DECK 335 SQ.FT. 3'-6" 36'-6" 55'-0" 0 00 I WALL IN`. 0 I 0> I 4 I N ro I ro I N ro I ro I N I I cV I it Lo I in WALL _ INSUI 'ULATIO .ATION CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS/DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR NOTES RESUB MaT16 2022 - BOTH EXTERIOR AND INTERIOR WALLS ARE 2X6 FRAMING CITY OFEDMONDS - FOR SHEAR WALL AND STRUCTURAL DETAILS REFER ENGINEERING PLANS DEVELOPMENTEPARTMENRVICES N N O N o o �in O > a(D N O N Lo CV O � II E d a) c n C) Z Uj 0 U0) Z Q 3 Lu 0 ul 0 — Z 0 LU 0 fy W Lu W J 3 a — rn Q � > N rl A 202 GUTTERS TYP. TYP. GUTTERS TYP. ROOF PLAN ATTIC AREA 1,540 SQ.FT. FERS TYP. A•r mvi"I m -rjl GUTTERS TYP. ATTIC VENTING CALCULATION AREA # ATTIC AREA (S.F.) VENTING RATIO REQUIRED VENT (SQ.IN.) BIRDBLOCK VENT (L.F.) LOW JACKS UPPER JACKS RIDGE VENT (L.F.) ACTUAL VENTING PROVIDED LOWER UPPER TOTAL 1 1,540.00 1 /300 891 113 2 3 32 371 534 905 2 574.00 1 /300 331 34 0 5 0 82 250 332 ROOF RIDGE VENT CALCULATION 1,540 S.F. - 150 = 10.26 S.F. REQUIRED RIDGE VENT = 12 S.I./S.F. 32 L.F. OF RIDGE VENT x 1 S.F. = 32 S.F. OF VENTING ® RIDGE. (3) 2"- VENT HOLES @ EACH BLOCKING BETWEEN ROOF TRUSSES TO BE PROVIDED ® EAVES FOR ATTIC CROSS VENTILATION. LEGEND -- - EVE VENT - RIDGE VENT 0 DS - DOWN SPOUT FlRJ - ROOF JACK CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS/DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR NOTES - COMPOSITE SHINGLE ROOF TILES (ARCHITECTURAL SEREAS) - ROOF TRUSSES ARE CEILING FLASH WITH PARTIAL STICK FRAMING (4/12 SLOPE) - ROOF VENTILATION: SIDE (EVES) VENTS WITH RIDGE VENT ALONG THE ROOF RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O N N O N N O N II U : U) � (B O p Z Ljj N O U0) Z Q 3 Luul , 0 0 Z 0 LU In I.I.I L� r Lu I.I.I J 3 a v > N A 203 kill III Ill III! Ii III III! I'll 111 i LITHMM". Z= GENERAL NOTES - DISHWASHER SHALL BE LISTED AND INSTALLED W/ AIR GAP. - RANGE HOOD DUCT, METAL W/ SMOOTH INTERIOR, EXHAUST OUTSIDE. PROVIDE BACKDRAFT DAMPER. - VENTILATION FOR DOMESTIC CLOTHES DRYERS SHALL BE METAL W/ SMOOTH INTERIORS AND PROVIDED WITH BACKDRAFT DAMPER, 14 FEET MAX. TOTAL RUN, UP TO 6 FEET OF FLEXIBLE CONNECTOR IS PERMITTED- NOT CONCEALED IN CONSTRUCTION. - PROVIDE FULL SIZED METAL DRAIN FROM HWT PRESSURE RELIEF VALVE. DRAIN TO OUTSIDE NOT LESS THAN 2" NOR MORE THAN 6" ABOVE GROUND WITH DRAIN POINTING DOWN. - GLAZING IN ANY DOOR AND GLAZING WITHIN 24" OF DOOR IN SAME WALL PLANE SHALL BE TEMPERED OR SAFETY GLASS. - SEE FOUNDATION & FRAMING PLANS FOR HOLDDOWNS & SHEAR WALLS. - CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT 10'-0" ON CENTER AND AT FLOORS. (TYPICAL) - FIREBLOCKS SHALL ALSO BE AT INTERCONNECTIONS BETWEEN VERTICAL & HORIZONTAL SPACES, BETWEEN STAIR STRINGERS AT TOP & BOTTOM OF RUN, AT OPENINGS THROUGH CEILING & FLOOR AND AT CHIMNEYS & FIREPLACES. - ALL BEDROOM DOORS SHALL BE UNDERCUT A MINIMUM OF 1 /2" ABOVE THE FLOOR COVERING. - INSULATE AND WEATHER STRIP ALL CRAWL SPACE ACCESS HATCHES. - INSULATE AND WEATHER STRIP ALL ATTIC ACCESS HATCHES, PROVIDE A MINIMUM 30" OF HEAD ROOM ABOVE ALL HATCHES. - ALL PLUMBING VENTS SHALL BE LOCATED ON REAR SIDE OF ROOF RIDGE. - OPENING BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB STEEL DOORS NOT LESS THA 1-3/8" THICK, OR 20-MINUTES FIRE -RATED DOORS PER IRC R302.5.1 - GLAZING SHALL CONFORM TO 2015 IRC SECTION R308. - WALL COVERING 72" ABOVE floor AT SHOWER OR TUBS WITH SHOWER SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL MATERIAL. - ALL SWINGING DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE 3" FROM FACE OF STUD TO EDGE OF ROUGH OPENINGS OR CENTERED BETWEEN ROOM PARTITIONS AS SHOWN. - FOR WINDOW INSTALLATION PROCEDURE OR DETAILS SEE A 6.1 INSULATION NOTES WALLS: R21 FIBERGLASS BATT OR BLANKETS: FLOORS OVER UNHEATED AREAS - R30 ATTICS ABOVE ROOF CEILING - R49 SOLID CORE WOOD DOORS TO GARAGE: U=0.20 GLAZED ENTRY DOORS: U=0.28 INSULATED METAL ENTRY DOORS: U=0.20 ALL WINDOWS & SKYLIGHTS SHALL HAVE A U-FACTOR OF 0.28 OR BETTER NOTE: ALL FIXTURES COMPLY WITH WATER CONSERVATION REQUIREMENTS: TOILETS 1.6 GALLONS PER FLUSH SHOWER HEAD 1.75 GALLONS PER MINUTE LAVATORY FAUCETS 1.0 GALLONS PER MINUTE KITCHEN FAUCETS 1.75 GALLONS PER MINUTE FAN SCHEDULE FAN LOCATION MANUF. MODEL C.F.M. LAUNDRY PANASONIC PAN FV-11 VQ5 110 <0.3 SONE TOILET (MASTERBATH) PANASONIC PAN FV-08VQ5 80 <0.3 SONE MASTER BATHROOM PANASONIC PAN FV-11 VQ5 110 <0.3 SONE BATHROOM/POWDER PANASONIC PAN FV-11 VQ5 110 <0.3 SONE WALK-IN CLOSET PANASONIC PAN FV-15VQ5 150 <0.3 SONE WHOLE HOUSE FAN (UPPER FLOOR BATH) PROVIDE TIMER & SWITCH PANASONIC HONEYWELL PANS FV-20NLF1 PLS750C1000 240 <0.3 180OW 120V SONE WALL WHOLE HOUSE FAN NOTES WHOLE HOUSE FAN INTERMITTENT OPERATION CALCULATION: DWELLING UNIT - 1, FLOOR AREA RANGE (1,501-3,000 SQ.FT.) AIRFLOW REQUIREMENTS - 60 CFM (FOR CONTINUOUS VENTILLATION) 1 OF EVERY 4 HOUR SEGMENT VENTILLATION RATE FACTOR - 4 (25%) INTERPOLATION: 60 X 4 = 240 CFM WINDOW & DOOR SCHEDULES FAN SCHEDULE AND NOTES, GENERAL NOTES DOOR SCHEDULE CD FRAME O 0 Ld z F_ Q U) Y = Y W Z Y O7 (Z 0 m W V) < H U) H 0 li li = 7 H LL_ x OOHD 9'-0"x8'-0" PER MANUF. O2 OHD 18'-0"x8'-0" PER MANUF. O3 EX 2'-8"x7'-0" LH 1.5" SCW FF FF FF Y FF 1,3,6,7,8 O4 SW 3'-0"x7'-0" LH 1.5" SCW FF 20 MIN FF FF Y FF 1,3,4,6,7,8 O5 SW 2'-8"x7'-0" LH 1.5" HCW FF FF FF FF O6 EXGD 6'-0"x8'-0" (PR) 1.5" SCW FF FF FF Y FF 1,3,5,6,7,8 OSW 2'-8"x8'-0" LH 1.5" HCW FF FF FF FF OSW 2'-8"x8'-0" RH 1.5" HCW FF FF FF FF 2 OSW 2'-8"x8'-0" RH 1.5" HCW FF FF FF FF 10 SW 3'-0"x8'-0" RH 1.5" HCW FF FF FF FF 2 11 SW 2'-6"x8'-0" LH 1.5" HCW FF FF FF FF 2 12 GP 2'-6"x6'-0" (PR) 0.5" FF 5,10 13 SW 3'-0"x7'-0" LH 1.5" SCW FF FF FF FF 14 SW 2'-6"x7'-0" RH 1.5" HCW FF FF FF FF 2 15 SW 2'-6"x7'-0" LH 1.5" HCW FF FF FF FF 16 SW 3'-0"x7'-0" RH 1.5" HCW FF FF FF FF 17 SGP 5'-0"x7'-0" (PR) 1.5" SCW FF FF FF FF 5,9 18 BF 2'-6"x7'-0" 1.5" LV FF 19 BP 6'-0"x7'-0" (PR) 1.5" LV FF 20 BP 5'-0"x7'-0" (PR) 1.5 LV FF 21 EX 2'-6"x5'-0" RH 1.5" SCW FF FF FF Y FF 1,3,6,7,8 DOOR SCHEDULE KEY: TYPE: SW = SWING BF = BI-FOLD PR = PAIR OF DOORS EX = EXTERIOR DOOR EXGD = EXTERIOR GLASS DR. OHD = OVERHEAD GARAGE DR. BP = BI-PASS REMARKS: 1. KEYLOCK 2. PRIVACY LOCK ® BATH & M. BDRM ONLY Q 4MAL� URE S 6. THRESHOLD 7. WEATHERSTRIP FINISH: FF = FACTORY FINISH S = STAINED GWB = GYPSUM WALL BOARD CONSTRUCTION: HCW = HOLLOW CORE WD. SCW = SOLID CORE WD. SGP = SOLID/GLASS PANEL GP = GLASS PANEL 8. EXT. GRADE DOOR 9. OBSCURE GLASS 10. SHOWER DOOR 11. PEEP SIGHT > 2L WINDOW SCHEDULE O FRAME Y (n W Z W ~ U)U) _ Y Q :2 (n 0 H (n 0 LL_ x AO 12'-0"x 8'-0" SGD Y VNL FF 2 OB 12'-0"x 2'-0" FIX N VNL FF CO 3'-6"x 5'-0" FIX N VNL FF OD 3'-6"x 2'-0" FIX N VNL FF EO 6'-0"x 8'-0" SGD Y VNL FF 2 OF 6'-0"x 2'-0" FIX N VNL FF O5'-0"x 3'-6" SL Y VNL FF OH 2'-0"x 3'-0" CSMT Y VNL FF JO 2'-6"x 3'-6" CSMT Y VNL FF 1 OK 4'-3"x 1'-6" FIX N VNL FF LO 2'-6"x 3'-0" FIX N VNL FF OM 2'-6"x 4'-6" SH Y VNL FF ON 5'-0"x 4'-6" SL Y VNL FF 2 PO 8'-0"x 8'-0" SGD Y VNL FF 2 OQ 2'-6"x 6'-6" CSMT/FIX Y VNL FF 1 OR 2'-6"x 6'-6" FIX N VNL FF SO 6'-0"x 2'-0" FIX N VNL FF O 8'-0"x 6'-0" CSMT/FIX Y VNL FF O2'-6"x 2'-0" FIX N VNL FF OV 5'-0"x 2'-6" SL Y VNL FF OW 3'-0"x 1'-6" FIX N VNL FF OX 5'-0"x 2'-0" FIX N VNL FF OY 2'-6"x 5'-0" CSMT Y VNL FF ZO 4'-0"x 5'-0" FIX N VNL FF WINDOW SCHEDULE KEY: TYPE: REMARKS: SH = SINGLE HANG 1. EGRESS - FIX = FIXED/PICTURE MIN. NET CLEAR. OPERABLE AREA= CSMT = CASEMENT 5.7 SQ.FT. SKL = SKYLIGHT MIN. WIDTH = 20" SGD = SLIDING GLASS MIN. HEIGHT = 24" MAX. SILL HEIGHT = 44" A.F.F. FINISH: FF = FACTORY FINISH CONSTRUCTION: VNL= VINYL FRAME 2. TEMPERED, PER R.B.C. 3. OBSCURE GLASS RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N N 0 N o > 0 Lri 0 Q N 0 N N o N II U U) � (B O 0 z Uj 0 U00 Z Q Lu , - z 0 LUo I.I.I L� r ILu I.I.I J � > a W > Ln N A 204 418.00' 416.00' 414.00' III III=1 I I=1 I I=1 I � 412.00' III _I 410. 0 0' III 11=1 11=1 11=1 11=111711717111=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11= 408.00' 406.00' 405.00' -- -- -- -- 404.00' 402.00' 401.00' 400.00' 398.00' _�Q7 nn' 396.00' 395.00' —-- -- -- CROSS SECTION (A —A) BEDROOM / 000000 ATTIC SPACE CLOSET BEDROOM oil rNlrtf-)\/ ALLOWED MAX_ BUILDING HEIGHT _ _ $ 432.50' PROPOSED MAX. BUILDING HEIGHT TOP OF -- -- -- -- --—$431.20' ROOF 0 Ln N 0 0 [TOP OF P$ 425.00' TOP OF$ 416.00' SUB FLR. A.H.C. 407.50' TOP OF$ 405.00' SUB FLR. TOP OF$ 395.00' GARAGE FLR. RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U C — o00m v Q o 1 Cn a, N V O ItL\ (� N W C4 7:$ Uj o U00 Z � Lu � o — z (n o LU o fy W QV) W J 3 a rn Q � im N roll A 3011 IS TOP OF ROOF TOP OF FI' $ -- TOP OF SUB FLR. A.H.C. TOP OF SUB FLR. 1 I- TOPOF J GARAGE FLR. 432.50' _ALLOWED MAX. -BUILDING HEIGHT - - - A 71 On' PROPOSED MAX. BUILDING HEIGHT CROSS SECTION (13-13) 418.00' 416.00' 414.00' 412.00' 410.00' 408.00' 406.00' 405.00' 404.00' 402.00' 401.00' 400.00' 398.00' 397.00' 396.00' 395.00' RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT s= O N ry Uj o U00 Z � Lu � o — z (n o LU o fy W QV) W J 3 a rn Q � iLr) N A 302 ter_------ -- - ---------- -- ----- ------ -- -- -- --- ------------ ----- - - ---- - -- - -- - - - - ---- ----- ----- ---- --- --- ---- - -- ------..�.- --- -- - -------------- -- ---- - - TYP. ROOF CONST. ARCHITECT. ROOF COMP. TILES 7/16" O.S.B. PLYWOOD PRE-ENGINEERED ROOF TRUSSES CAA 24"o.c. TYP. INSULATION BAFFLE R-49 BATT. INSULATION 2x VENT BLOCKING W/ (3) EENED VENTHOLES—� CONT. MTL FLASHING CONT. MTL GUTTER METAL ANCHOR AT EA. TRUSS HEADER PER STRUCTURAL 1x WINDOW TRIM 1'-6 CAULK AS REQ'D VINYL WINDOW FLASH & CAULK AS REQ'D 1x TRIM CAULK AS REQ'D 2x RIM JOIST- R-21 BATT INSULATION 2x4 BLOCKING- TYP. EXT. WALL CONST. 1 2" G.W.B. 6 MIL. VAP R BARRIOR 2x6 STUDS ® 16"o.c. TYP. R-21 BATT INSUL. EXTERIOR GRADE G.W.B. OR PLYWOOD 2 LAYERS GRADED BUILDG. PAPER HORIZONTAL LAP SIDING (SEE EXTERIOR ELEVATION, MTL. FLASHING— P.T. > & ANCHOR BOLTS — PER STRUCTURAL WATERPROOF MEMBRANE PER IRC SECTION R406 4"- PERF. DRAIN W/ GRAVEL SURROUND 6 MIL. BLACK VAPOR BARRIER IN CRAWL SPACE ,n, TOP > TO F.F. 2nd FLOOR o I 5/4x6 SILL 1x4 APRON TYP. FLOOR CONST. T&G PLYWOOD FL. JOISTS (SEE STRUCT.) 5/8" G.W.B. I T.O.S.F.- 0 I 1 st FLOOR FURRING WALL V5 z �e j 4 TYP. 1st FLOOR CONST. & P Y�OD) PER STRUCT. F 00 J PER STRUCT. 9IR38 INSUT.O.S.F. Al1 III Q. I11 II Fur ANGER PER STRUCT. 11 a a a WATERPRO F BARRIER 1 z I a ° v5 II CRAWL SPACE o z II � it a JL-1 I f WALL SECTION 2 N.T.S WALL SECTIONS TOP > 5/8" G.W.B. o 2nd FLOOR T&G PLYWOOD FL. JOISTS (SEE STRUCT.) 5/8" G.W.B. T.O.S.F. o V5 I � z 1 st FLOOR TYP. 1st FLOOR CONST. & P OD PER STRUCT. Q F 00 J IS PER STRUCT. R38 INSUL. T.O.S.F. TOP >i 0 I m VN z TYP. ROOF CONST. ARCHITECT. ROOF COMP. TILES 7/16" O.S.B. PLYWOOD PRE-ENGINEERED ROOF TRUSSES ® 24"o.c. TYP. INSULATION BAFFLE R-49 BATT. INSULATION 5/8" G.W.B. X-TYPE 2x VENT BLOCKING W/ (3) 2-SCREENED VENT HOLES CONT. MTL FLASHING —CONT. MTL GUTTER METAL ANCHOR AT EA. TRUSS -2x RIM JOIST -R-21 BATT INSULATION -2x4 BLOCKING TYP. EXT. WALL CONST. 1/2" G.W.B. 6 MIL. VAPOR BARRIOR 2x6 STUDS CAD 16"o.c. TYP. R-21 BATT INSUL. EXTERIOR GRADE G.W.B. OR PLYWOOD 2 LAYERS GRADED BUILDG. PAPER HORIZONTAL LAP SIDING (SEE EXTERIOR ELEVATIONS) TYP. ROOF CONST. 5/8" G.W.B. X-TYPE OVERHD. DOOR ASSEMBLY PER MANUF. SPECS. TYP. GARAGE FLOOR I.O.S.SLOPE CONC. FOOTING - SEE STRUCT. FOR SIZE & REINFORCING 4" DOWNSPOUT DRAIN TIGHT LINE TO STORM SEWER - WALL SECTION 1 N.T.S 2x VENT BLOCKING W/ (3) 2-SCREENED VENT HOLES CONT. MTL FLASHING CONT. MTL GUTTER METAL ANCHOR AT EA. TRUSS 1'-6" CAULK AS REQ'D -1x TRIM HEADER - SEE STRUCT. 2x6 WRAP GARAGE DOOR RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT m d 01 00 Q CD O � v o v L\ u > N a) Z, WCD C) CD N N O N o u� > O I.c) O Q N O N L0 N o U :!Et U) a) m O p Z uj N o U0) Z Q 3 Lu , 0 � 0 — Z 0 LUo w QLu L� I w J 3 > a w — Q rn � > IN A 303 IMAGE ADDED FOR REFERENCE PER APPLICANT RESPONSE LETTER TO SHOW REVISION 0 I N TOP OF _ SUB FLR. I TOP OF GROUND 6'_g„ NORTH PROPERTY 1 LINE DECK REVISED PE RESUB RESPONSE ALSO SEE APPRO' SHEET A 1.2 FOR F SETBACKS. MQS— f M:\ ALLOWED MAX_ BUILDING HEIGHT ____ PROPOSED MAX. BUILDING HEIGHT NOTES - EXTERIOR FINISHES ARE: SIDING (LAP OR PANEL T.B.D. BY OWNER) FRONT (WEST) ELEVATION N I 1 0 I - - Q� 432.50' TOP OF Q - 431.20' ROOF LTOP OF P$ 425.00' TOP OFF 416.00' SUB FLR. A.H.C. Q� 407.50' TOP OFF 405.00' SUB FLR. TOP OF 395.00' GARAGE FLR. RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U C — o 00 m v O Sc 0�1 1 V U) U) O O 0 cq CD �\10 0 N N O N Lfl N o (D II U U) E R (B Q) 0 U) Ljj 0 U0) Z Q 3 Lu 0 0 0 - (� Z 0 LUo W Lu W J 3 > a — Q rn � > N A 4011 TOP OF ROOF 4,32.50' _ALLOWED MAX. -BUILDING HEIGHT - - - N TOP OF FI' 1 TOP OF SUB FLR. O I A.H.C. - TOP OF SUB FLR. I- r(IAAPrCITI:_ F?rfl[:- TYP TOP OF -L 395.00' --� - - - - - - - - - - - - - - - - - - - - - - - - - _ - - -�-- -- --- GARAGE FLR. NOTES - EXTERIOR FINISHES ARE: SIDING (LAP OR PANEL T.B.D. BY OWNER) SIDE (SOUTH) ELEVATION 418.00' 416.00' 414.00' 412.00' 410.00' 408.00' 406.00' 404.00' 402.00' 400.00' 398.00' 396.00' 395.00' RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U C — o00m v O 1 ;5 a, N V V/ 0cn � N W o�°C4� 0 N 0 N O N Lfl N o (D II 0 U) E R (B Q) 0 U) Ljj 0 U0) Z Q 3 Lu , 0 - Z 0 LU o W Lu W J 3 a — Q rn � > N A 402 r. TOF OP ",'O• c c TOP OF FL $—— c TOP OF SUB FLR. A.H.C. TOP OF SUB FLR. TOP OF GARAGE FLR. 432.50' --ALLOWED MAX. BUILDING HEIGHT — — a-;l ')n' PROPOSED MAX. BUILDING HEIGHT NOTES — EXTERIOR FINISHES ARE: SIDING (LAP OR PANEL T.B.D. BY OWNER) REAR (EAST) ELEVATION RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U C — o00m v O 1 ;5 a, N V U) 0 � cV cn W o�°C4� 0 N 0 N O N Lfl N o (D II 0 U) E R (B Q) 0 U) Ljj 0 U0) Z Q 3 Lu ul, 0 0 — Z 0 LU o W Lu W J 3 a — Q rn � > N A 403 418.00 416.00 414.00 412.00 410.00 408.00 406.00 405.00 404.00 402.00 400.00 398.00 396.00 395.00 NOTES — EXTERIOR FINISHES ARE: SIDING (LAP OR PANEL T.B.D. BY OWNER) SIDE (NORTH) ELEVATION rrml�salmbr�-7•Ta�&emu - - ALLOWED MAX_ BUILDING HEIGHT $ 432.50' PRnpn.'SFn MAX RIIII nING HEIGHT I TOP -OFF 431.20I ROOF CV I 0 [TOP OF P$ 425.00' TOP OF$ 416.00' SUB FLR. A.H.C. 407.50' TOP OFF 405.00' SUB FLR. L TOP OF$ 395.00' GARAGE FLR. RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 N 0 ry N O N Lfl N o E (D II R 0 (B Q) U) 0 U) Uj o U00 Z � Lu � o — z (n o LU o � W QV) W J 3 a rn Q � iLr) N A 404 INSULATION - GENERAL All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, and maintain uniform R—values. Substantial contact of the insulation with the surface being insulated is required. Insulation shall be installed in a manner which will permit inspection of the manufacturer's R—value identification mark. Where required, insulation shall be installed with clearances according to manufacturer's specifications. Insulation shall be installed so that required ventilation is unobstructed. For blown or poured loose fill insulation clearances shall be maintained through installation of a permanent retainer. For specific R—Values, see Energy Notes on sheet (A1.1) CRAWL SPACE Crawl space foundation vents shall be placed so that the top of the vent is below the lower surface of the floor insulation When foundation vents are not placed so that the top of the vent is below the lower surface of the floor insulation, a permanently attached baffle shall be installed at an angle of thirty degrees from horizontal, to divert air flow below the lower surface of the floor insulation. A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum at the joints and shall extend to foundation wall. FLOORS Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is no more than twenty—four inches on center. Floors separating conditioned space from unconditioned space shall have a vapor retarder installed. Vapor retarder shall be installed on the warm side of the insulation. The vapor retarder shall have a one perm dry cup rating or less (i.e. four mil. polyethylene or kraft faced material). The floor sheathing may be used as the vapor retarder if rated (and so stamped) at one perm (max.) Otherwise place vapor retarder on top of joists before placing sheathing. EXTERIOR WALLS All wall insulation shall fill the entire cavity. Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. All faced insulation shall be face stapled to avoid compression. Walls separating conditioned space from unconditioned space shall have a vapor retarder installed. Faced Batt insulation shall be face stapled. Vapor retarder shall be installed on the warm side of the insulation. AIR LEAKAGE These air leakage notes apply to the locations separating outdoor ambient conditions from interior spaces that are heated or mechanically cooled. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors and roofs; and all other openings in the building envelope for all occupancies shall besealed, caulked, gasketed, or weatherstripped to limit air leakage. Other exterior joints and seams shall be similarly treated, or taped, or covered with moisture vapor permable housewrap. Openings that are required to be fire resistive are exempt from air leakage restrictions. INSULATION & ENERGY NOTES M:\ nlnlnr?c All exterior doors or doors serving as access to an enclosed unheated area shall be weatherstripped to limit leakage around their perimeter when in a closed position. The thermal transfer characteristics of insulated doors shall be determined per NFRC 100-91. WINDOWS Glazing U—values shall be determined in accordance with NFRC 100-91 Windows and SGD shall be double glazed vinyl type with the U—values indicated on unit floor plans (A2.4) ROOF / CEILING Roof/Ceiling insulation: Open —Blown or poured loose fill insulation may be used in attic spaces where the slope of the ceiling is not more than three feet in twelve and there is at least thirty inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Baffles shall be rigid material, resistant to wind driven moisture. When feasible, the baffles shall be installed from the top of the outside of the exterior wall, extending inward, to a point six inches vertically above the height of noncompressed insulation, and twelve inches vertically above loose fill insulation. Where the ventilation space above the insulation is less than an average of twelve inches roof ceiling assemblies shall be provided with a vapor retarder. Faced Batt insulation where used as a vapor retarder shall be face stapled. Vapor retarders not be required in roof/ceiling assemblies where the ventilation space above the insulation averages twelve inches or greater. Vapor retarders shall be installed on the warm side of the insulation. RECESSED LIGHTING FIXTURES When installed in the building envelope, recessed lighting fixtures shall meet the requirements specified in Section R402.4.5 WSEC 2015: Recessed luminaires installed in the building thermal envelope shall be Type IC —rated and certified under ASTM E283 as having an air leakage rate not more than 2.0 cfm when tested at a 1.57 psf pressure differential and shall have a label attached showing compliance with this test method. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. WATER HEATERS All water heaters shall meet the requirements of the 1987 National Appliance Energy Conservation Act and be so labeled. All electric water heaters in unheated spaces or on concrete floors shall be placed on an incompressible, insulated surface with a minimum thermal resistance of R-10. Water heaters shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. Temperature setting range shall be set to 1207. or 49°C. A separate switch shall be provided to permit turning off the energy supplied to electric water heaters. A separate valve shall be provided to permit turning off the energy supplied to the main burner(s) of all other types of service water heater systems. Simple Heating System size: wasnington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please complete the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please contact the WSU Energy Program at energycode@energy.wsu.edu or (360) 956-2042 for assistance. Project Information Contact Information Vaisvila Residence Konstantin Babayev 17125 69th PI West, Edmonds, WA 98026 15600 NE 8th Street STE B1-793 ph: (425) 941-2740 e-mail: dekosta@comcast.net Heating System Type: All Other Systems Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Instructions Design Temperature Difference (AT) 46 Edmonds AT = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 3,382 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 9.5 32,129 Glazing and Doors U-Factor X Area = UA Instructions U-0.28 0.280 813 227.64 Skylights U-Factor X Area = UA Instructions 0.50 16 8.00 Insulation Attic U-Factor X Area = UA Instructions' 0.026 1,540 40.04 Single Rafter or joist vaultea c:eiimas U-Factor X Area UA Instructions No selection --- Above Grade Wallis (see Figure 1) U-Factor X Area UA Instructions' Internied�ate � 0.056 3,910 218.96 Floors U-Factor X Area UA Instructions' 0.025 3,382 84.55 Below Grade Wallis rsee Fgure 1) U-Factor X Area UA Instructions R-27 Interior 0.042 150 6.30 Slab Below Grade rsee Ftpure 1) F-Factor X Length UA Instructions select conditioning No selection F --- Slab on Grade (see Fiaure n F-Factor X Length UA Instructions F 2 0540 . 120 64.80 _:Per rne'er Location of Ducts Instructions' ----_ Duct Leakage Coefficient ------------------------------------------------ Conditioned Space 1.00 Figure 1. Sum of UA 650.29 Envelope Heat Load 29,913 Btu / Hour Sum of UA x AT Air Leakage Heat Load 15,962 Btu / Hour Volume x 0.6 x AT x 0.018 Building Design Heat Load 45,875 Btu / Hour Air leakage + envelope heat loss Building and Duct Heat Load 45,875 Btu / Hour Ducts in unconditioned space: sum of buildina heat loss x 1.10 Ducts in conditioned space: sum of building heat loss x 1 Maximum Heat Equipment Output 57,344 Btu / Hour Buildina and duct heat loss x 1.40 for forced air furnace Buildina and duct heat loss x 1.25 for heat pump APPLICABLE REQUIREMENTS FOR THE 2015 WSEC a Posting of Certificate, WSEC R401.3 b Recessed luminaries, WSEC R402.4.5 c) Building air leakage testing, WSEC R402.4 d) Temterature Control, WSEC R403.1 e) Duct sealing, WSEC R403.3.3 f) Duct leakage testing WSEC R403.3.3 g) Lighting (interior & exterior), WSEC R404.1 RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 a� (V 0 N U CV II C E > oZ Ljj N 0 U00 Z LU , 0 0 0 (� Z 0 LUo w QLU w J � >(J) a QLn > IN A 5011 2018 Washington State Energy Code - Residential 2018 Washington State Energy Code - Residential 2018 Washington State Energy Code - Residential 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Prescriptive Energy Code Compliance for All Climate Zones in Washington Prescriptive Energy Code Compliance for All Climate Zones in Washington Prescriptive Energy Code Compliance for All Climate Zones in Washington P gY , . _ _ . it N wAdditionsff iv February 1 2 21 Version Single Fain e & (effective a0 ve son 1.1' .. , - February 1 2021 Single N Additions (effective Fe S e � g Y ( Y ) - 2 I Family New Additions ns' effective February 1 20 1 Singe am y e & Ad o ( ry ) , , Single Family New &Additions (effective February 1,'2021) NEW SINGLE FAMILY RESIDENCE Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of Summary of Table R406.2 (cont.) Table 406.3 -Energy Credits (Single Family) Option Description Credits: SF These requirements apply to all IRC building types, including detached one- and two-family q Pp Y g Yp g Y dwellings and multiple single-family dwellings (townhouses). credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and Its control sequence Energy Credits - select ONE Energy Credit Option Descriptions (cont.) energy option from User Notes 1. EFFICIENT BUILDING ENVELOPE OPTIONS Information Contact Information of operation. Options each category d Only one option from Items 1.1 through 1.7 may be selected in this category. Project 5.1d Efficient Water Heating 0.5 ❑ Compliance with the conductive UA targets is demonstrated using Section R402.1.4, Total UA alternative, where [1 aisvila Residence Konstantin Baba ev 17125 69th PI West, Edmonds, WA 98026 h: 425 941-2740 e-mail: dekosta@comcast.net 1. Small Dwelling Unit: credits g Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. 5.2 Efficient Water Heating 0.5 ❑ (Proposed UA/Target UA)] > the required %UA reduction. Prescriptive compliance is based on Table R402.1.1 with the following modifications: Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 5.3 Efficient Water Heating 1.0 0 1 1 0.5 Instructions: This single-family project will use the requirements of the Prescriptive Path below and 2. Medium Dwelling Unit: 6 credits 5.5 Efficient Water Heating 1.5 ❑ Vertical fenestration U = 0.24 Prescriptive compliance is based on Table R402.1.1 with the following modifications: p p incorporate the minimum values listed. Based on the size of the structure, the appropriate number of we Ing units a are no includedIn or 5.5 Efficient Water Heating 2.0 ❑ 1'2 1.0 additional credits are checked as chosen by the permit applicant. 3. Large Dwelling Unit: credits - - - ❑ Vertical fenestration U = 0.20 Dwelling units exceeding 5,000 sf of conditioned floor area 5.6 Efficient Water Heating 2.5 Prescriptive compliance is basedon Table R with the o owing mo I Ica Ions: build Provide all information from the following tables as building permit drawings: Table R402.1-Insulation and 4. Additions less than 500 square feet: 1.5 credits 6.1e Renewable Electric Energy (3 credits max) 1.0 0 Vertical fenestration U = 0.28 Fenestration Requirements by Component, Tables - Fuel Normalization Credits and 406.3 -Energy Credits. All other additions shall meet 1-3 above 7.1 !,Appliance Package 0.5 LJ Floor R-38 Authorized Representative Date ' 01/22/2022 • (Single Family), on page 4. Before selecting your credits on this Summary table, review the details m Table 406.3 (SI g e y), p g 1 3 Slab on grade R-10 perimeter and under entire slab below grade slab R-10 perimeter and 0.5 Total Credits 6 catcu6ie,Totai Clear Form Summary of Table R406.2 and 406.3 a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, under entire slab or Table All Climate Zones ) ( _ i select ONE Heating Credits - e whichever is bigger, may be installed in the dwelling unit. Compliance based on Section R402.1.4: Reduce the Total conductive UA by 5% R-Value a U-Factor a g O tions Fuel Normalization Descriptions heating option User Notes p b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U-Factor n n/a 0.30 � b 1 Combustion heating minimum NAECA 0.0 ❑ c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) Vertical fenestration U = 0.25 n Skylight U-Factor n/a 0.50 1.0 d. You cannot select more than one option from any category EXCEPT in category 5. Option 5.1 may be combined Wall R-21 plus R-4 ci 2 Heat pump` with options 5.2 through 5.6. See Table 406.3. Floor R-38 1.0 Glazed Fenestration SHGC b'e n/a n/a 3 Electric resistance heat only - furnace or zonal -1.0 ❑ e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. 1 4 Basement wall R-21 int plus R-5 ci Ceiling e 49 0.026 4 DHP with zonal electric resistance per option 3.4 0.5 ❑ See the complete Table R406.2 for all requirements and option descriptions. Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and Wood Frame Wall g.n 21 int 0.056 5 All other heating systems -1.0 ❑ �- -� f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that rou PP g group. under entire slab or Floor 30 0.029 �,n - Below Grade Wall 10/15/21 int + TB 0.042 Credits - select ONE EnergyiE: Energy Credit Option Descriptions energy option from each Compliance based on Section R402.1.4: Reduce the Total conductive UA by 15% P - - ' " O' print Ot11 pages 1 through Of this WOrkSheef for StabC711sSIOIt (CG OUI buliC[In`- official. - y .Slab d' R-Value & Depth 10, 2 ft n/a Options category d p P i g Prescri tive com liance is based on Table R402.1.1 with the following modifications: R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less 1.1 Efficient Building Envelope 0.5 ❑ Vertical fenestration U = 0.22 Ceiling and single -rafter or joist -vaulted R-49 advanced a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix 1.2 Efficient Building Envelope 1.0 ' ❑ ! Wood frame wall R-21 int plus R-12 ci Floor R-38 Table A101.4 shall not be less than the R-value specified in the table. 1.3 Efficient Building Envelope 0.5 For Building Officials Only 1 5 Basement wall R 21 int plus R 12 ci 2.0 b The fenestration U-factor column excludes skylights. 1.4 Efficient Building Envelope 1.0 ❑ Slab on grade R-10 perimeter and under entire slab Below grade slab R 10 perimeter and "10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on 1.5 Efficient BuildingEnvelope 2.0 ❑ P under entire slab or the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at - - 1.6 Efficient Building Envelope 3.0 ❑ ° c the interior of the basement wall. "10/15/21 +5TB' shall be permitted to be met with R-13 cavity insulation on ❑ Compliance based on Section R402.1.4: Reduce the Total conductive UA by 30% the interior of the basement wall "" plus R-5 continuous insulation on the interior or exterior of the wall.5TB p 1.7 Efficient Building Envelope 0.5 ❑ Prescriptive compliance is based on Table R402.1.1 with the following modifications: means R-5 thermal break between floor slab and basement wall. 2.1 Air Leakage Control and Efficient Ventilation 0.5 Vertical fenestration U = 0.18 d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ Ceiling and single -rafter or joist -vaulted R-60 advanced For single rafter- orjoist-vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ Wood frame wall R-21 int plus R-16 ci e extends over the top plate of the exterior wall. - - -- -- -- -- - -- _ ❑ 2.4 .Air Leakage Control and Efficient Ventilation 2.0 ❑ F -� 1.6 Floor R-48 3.0 R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter 3.1a High Efficiency HVAC 1.0 Elf Basement wall R-21 int plus R-16 ci slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall ❑ Slab on grade R-20 perimeter and under entire slab Below grade slab R-20 perimeter and meet the requirements for thermal barriers protecting foam plastics. 3.2 High Efficiency HVAC 1.0 - - - under entire slab or For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g 3.3a High Efficiency HVAC 1.5 ❑ ° Compliance based on Section R402.1.4: Reduce the Total conductive UA by 40%. climate zone 5 of [CC 400. 3.4 High Efficiency HVAC 1.5 ❑ Advanced framing and raised heel trusses or rafters Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard 1.5 3.5 High Efficient HVAC � Vertical Glazing U-0.28 h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 2 3.6a High Efficient HVAC 2.0 ❑ Y R-49 Advanced (U-0.020) as listed in Section A102.2.1, Ceilings below a vented attic and 0.5 insulation. 4.1 High Efficiency HVAC Distribution System .5 ❑ 1 7 R-49 vaulted ceilings with full height of uncompressed insulation extending over the wall 4.2 High Efficiency HVAC Distribution System 1.0 0 top plate at the eaves. Prescriptive Path - Single Family 2018 Washington State Energy Code-R 1 Prescriptive Path - Single Family 2018 Washington State Energy Code-R 2 Prescriptive Path - Single Family 2018 Washington State Energy Code-R 3 Prescriptive Path - Single Family 2018 Washington State Energy Code-R 4 2018 Washington State Energy Code - Residential 2018 Washington State Energy Code - Residential 2018 Washington State Energy Code - Residential 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Prescriptive Energy Code Compliance for All Climate Zones in Washington Prescriptive Energy Code Compliance for All Climate Zones in Washington Prescriptive Energy Code Compliance for All Climate Zones in Washington February 1 2 1 iv02 Single Faintly.. New & Additions (effective ) i_ ,. Single. Family New=& Additions (effective February 1, 202'I) , ._ _ - iv February 1 2021 Additions n' (effective o eb a Single Family New & Add t o s (e c ry ) - i_ (effective February 1 2021 w Additions a ect ve eb a Single Family New & A ( ry ) Table 406.3 -Energy Credits (Single Family) Table 406.3 -Energy Credits (Single Family) Table 406.3 -Energy Credits (Single Family) Table 406.3 - Energy Credits (Single Family) Option Description Credits: SF Credits: SF Option- Desorption C edits _ _.. _.._._...... _ _ _ _ Option Description Credits: SF _. _ _ _ Option Description Credits: SF _ _ OPTIONS 2. AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION3. HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS 5. EFFICIENT WATER HEATING OPTIONS 6. RENEWABLE ELECTRIC ENERGY OPTION Only one option from Items 2.1 through 2.4 may be selected in this category. Onlyone option from Items 3.1 through 3.6 may be selected in this category. P g Y g Y Only one option from Items 5.2 through 5.6 may be selected in this category. Item 5.1 may be combined with any option. Y p For each 1200 kWh of electrical generation per housing unit provided annually by on -site Compliance based on R402.4.1.2. Reduce the tested air leakage to 3.0 air changes per hour Energy Star rated (U.S. North) Gas or propane furnace with minimum AFUE of 95%or 3'11 1.0 A drain water heat recovery unit(s) shall be installed, which captures waste water heat from wind or solar equipment a 1.0 credit shall be allowed, up to 3 credits. Generation shall be maximum at 50 Pascals or Energy Star rated (U.S. North) Gas or propane boiler with minimum AFUE of 90%. z all and only the showers, and has a minimum efficiency of 40% if installed for equal flow or a calculated as follows: For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested 3.2 Z Air -source centrally ducted heat pump with minimum HSPF of 9.5. 3 1.0 minimum efficiency of 54% if installed for unequal flow. Such units shall be rated in air leakage to 0.3 cfm/sf maximum at 50 Pascals and Closed -loop ground source heat pump; with a minimum COP of 3.3 or accordance with CSA B55.1 or IAPMO IGC 346-2017 and be so labeled. 0 5 For solar electric systems, the design shall be demonstrated to meet this requirement using 3.32 Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet 1.5 5.1 To qualify to claim this credit, the building permit drawings shall include a plumbing diagram the National Renewable Energy Laboratory calculator PVWATTs or approved alternate by All whole house ventilation requirements as determined by Section M1507.3 of the and minimum COP of 3.6. s :that specifies the drain water heat recovery units and the plumbing layout needed to install it.' the code official. Code or Section 403.8 of the International Mechanical Code shall International ResidentialC e 0•5 Ductless mini -split heat pump system, zonal control: In homes where the primary space :Labels or other documentation shall be provided that demonstrates that the unit complies 6.1 Documentation noting solar access shall be included on the plans. For wind generation 1.0 2.1 be met with a high efficiency fan(s) (maximum 0.35 watts/cfm), not interlocked with the heating system is zonal electric heating, a ductless mini -split heat pump system with a 3.4 1.5 with the standard. - - projects designs shall document annual power generation based on the following factors: using a furnace including an ECM motor are furnace fan (if present). Ventilation systemsg g minimum HSPF of 10.0 shall be installed and provide heating to the largest zone of the Water heatings shall include one of the following: stem Y g' 0.5 the wind turbine power curve; average annual wind speed at the site; allowed, provided that they are controlled to operate at low speed in ventilation only housing unit. a 5.2 Energy Star rated gas or propane water heater with a minimum UEF of 0.80. s frequency distribution of the wind speed at the site and height of the tower. mode. 13.5 Z Air -source, centrally ducted heat pump with minimum HSPF of 11.0. 1.5 Water heating system shall include one of the following: qualifynd claim this credit, the building permit drawings shall specify the option being T qualify to claim this credit the building permit drawings shall specify the option being q Y � g P g P Y P g Ductless split system heat pumps with no electric resistance heating in the primary living Energy Star rated gas or propane water heater with a minimum UEF of 0.91 or selected and shall show the photovoltaic or wind turbine equipment type, provide se selected and the maximum tested building air leakage, and shall show the qualifying areas. A ductless heat pump system with a minimum HSPF of 10 shall be sized and Solar water heating supplementing a minimum standard water heater. Solar water heating documentation of solar and wind access, and include a calculation of the minimum annual ventilation system and its control sequence of operation. installed to provide heat to entire dwelling unit at the design outdoor air temperature. z 3'6 2.0 will provide a rated minimum saving s of 85 therms or 2000 kWh based on the Solar Rating and P g energy power production. Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes To qualify to claim this credit, the building permit drawings shall specify the option being 5 3 Certification Corporation (SRCC) Annual Performance of OG-300 Certified Solar Water Heating 1.0 7. APPLIANCE PACKAGE OPTION per hour maximum at 50 Pascals or selected, the heated floor area calculation, the heating equipment type(s), the minimum Systems or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested p p P equipment efficiency, and total installed heat capacity (by equipment type). Water heater heated by ground source heat pump meeting requirements of Option 3.3. A o the following appliances shall e new an installedin a dwelling unitan shall meet air leakage to 0.25 cfm sf maximum at 50 Pascals and 2.2 g / 1.0 z An alternative' heating source sized at a maximum of 0.5 W/sf(equivalent) of heated floor area or 500 W, whichever is To qualify to claim this credit, the building permit drawings shall specify the option being the following standards: Dishwasher- Energy Star rated All whole house ventilation requirements as determined by Section M1507.3 of the bigger, may be installed in the dwelling unit. selected and shall specify the water heater equipment type and the minimum equipment r if - EnergyStar rated Refrigerator provided) g ( P ) International Residential Code or Section 403.8 of the International Mechanical Code shall 3 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify heating ;efficiency and, for solar water ng systems, the calculation of minimum energy savings. Washing machine - Energy Star rated ventilation system wrth minimum sensible heat recover be met with a heat recoveryY `' en type and the minimum equipment efficiency. the heating equipment ypWater heating system shall include one of the following. 7.1 Dryer- Energy Star rated, ventless dryer with minimum CEF rating of 5.2 0.5 ,efficiency of 0.65. ' a n " specify r it drawings shall specify the option being selected and shall ec To qualify to claim this credit, the building'pe m g p fy p gp fY ,Electric heat pump water heater meeting the standards for Tier I of NEEA's advanced water Compliance based on Section R402.4.1.2: the heating equipment type and the minimum equipment efficiency: heating specification or To qualify to claim this credit, the building permit drawings shall specify the option being Reduce the tested air per leaks a to 1.5 air changes hour maximum at 50 Pascals or g g p 4. HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM OPTIONS 5.4 For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier I of 1.5 selected and shall show the appliance type and provide documentation of Energy Star ' For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested All supply and return ducts located in an unconditioned attic shall be deeply buried in NEEA's advanced water heating specification, shall supply domestic hot water to all units. If shall e installed and connected to the line of inspection, all appliances sh I b compliance. At h t P utilities. Dryer ducts and exterior dryer vent caps are not permitted to be installed in the 2.3 air leakage to 0.25 cfm/sf maximum at 50 Pascals and 1 5 ceiling insulation in accordance with Section R403.3.7. one water heater is serving more than one dwelling unit, all hot water supply and dwelling unit. dw g All whole house ventilation requirements as determined by Section M1507.3 of the recirculation piping shall be insulated with R 8 minimum pipe insulation. s International Residential Code or Section 403.8 of the International Mechanical Code shall For mechanical equipment located outside the conditioned space, a maximum of 10 linear Water heating system shall include one of the following: Electric heat pump water heater be met with a heat recovery ventilation system with minimum sensible heat recovery feet of return duct and 5 linear feet of supply duct connections to the equipment may be outside the deeply buried insulation. All metallic ducts located outside the conditioned meeting the standards for Tier III of NEEA's advanced water heating specification or efficiency of OJS.' 4'1 space must have both transverse and longitudinal joints sealed with mastic. If flex ducts 0'S 5 5 For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier III of 2.0 Compliance based on Section R402.4.1.2: are used, they cannot contain splices. NEEA's advanced water heating specification, shall supply domestic hot water to all units. If Reduce the tested air leakage to 0.6 air changes per hour maximum at 50 Pascals or one water heater is serving more than one dwelling unit, all hot water supply and For R-Z Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested Duct leakage shall be limited to 3 cfm per 100 square feet of conditioned floor area. recirculation piping shall be insulated with R-S minimum pipe insulation. s 2.4 air leakage to 0.15 cfm/sf maximum at 50 Pascals and 2•0 Air handler(s) shall be located within the conditioned space. Water heating system shall include one of the following: All whole house ventilation requirements as determined by Section M1507.3 of the HVAC equipment and associated duct systems installation shall comply with the Electric heat pump water heater with a minimum UEF of 2.9 and utilizing a split system International Residential Code or Section 403.8 of the International Mechanical Code shall requirements of Section R403.3.7. configuration with the air -to -refrigerant heat exchanger located outdoors. Equipment shall be met with a heat recovery ventilation system with minimum sensible heat recovery 1 Locating system components in conditioned crawl spaces is not permitted under this meet Section 4, requirements for all units, of the NEEA standard Advanced Water Heating Specification with the UEF noted above or efficiency of 0.80. Duct installation shall comply with Section R403.3J. option. 5.6 2.5 i To qualify to claim this credit, the building permit drawings shall specify the optionbeingselected and shall For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier Ill of specify the maximum tested building air leakage and shall show the heat recovery ventilation system. Electric resistance heat and ductless heat pumps are not permitted under this option. 1 0 NEEA's advanced water heating specification and utilizing a split system configuration with 4.2 the air -to -refrigerant heat exchanger located outdoors, shall supply domestic hot water to all Direct combustion heating equipment with AFUE less than 80% is not permitted under this units. If one water heater is serving more than one dwelling unit, all hot water supply and option. 'recirculation piping shall be insulated with R-8 minimum pipe insulation. s To qualify to claim this credit, the building permit drawings shall specify the option being s To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall selected and shall specify the heating equipment type and shall show the location of the specify the water heater equipment type and the minimum equipment efficiency. heating and cooling equipment and all the ductwork. Prescriptive Path - Single Family 2018 Washington State Energy Code-R 5 Prescriptive Path - Single Family 2018 Washington State Energy Code-R 6 Prescriptive Path - Single Family 2018 Washington State Energy Code-R 7 Prescriptive Path - Single Family 2018 Washington State Energy Code-R 8 PRESCRIPTIVE ENERGY CODE COMPLIANCE May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT m � rn C n CD coo Lf-) V3 I(n o 0 O>� Z�CTx W 00 CA 'ts 0 a� (V 0 N U CV o II to E ai a) 0 z LjJ W IN U00 Z Q 3 LU VI''^^ rn Z 0 LUo W LL� VI W J 3 a N rl A 5.2 3i" V TRIM IM 2x TRIM DD TRIM REPRESENTATIVE ELEVATION WINDOW DETAILS INDOW ACKER—ROD & EALANT, TYP. /4x4 WOOD RIM )ING OO SILL TYPICAL EXTERIOR WALL 2 /1\ 2 M11E 5/44 WOOD TRIM WINDOW JAMB BACKER —ROD & SEALANT, TYP. OB JAMB i" PLYWOOD BACKER —ROD & SEALANT, TYP. 2" RIGID INSULATION SEALANT WINDOWS INSTALLATION PROCEDURE & DETAILS ©/ III LIMA III 1v_j M11111AM1111 /1M OD JAMB 5/46 WOOD TRIM (ALTERNATE, NOT SHOWN) OC HEAD -E FRAMING LANS FOR EADER ZE i/4x4 WOOD 'RIM WINDOW -LASHING NDOW STEP 1: APPLY 9-INCH WIDE STRIP OF FLEXIBLE FLASHING ALONG BOTTOM OF WINDOW OPENING. FASTEN ALONG TOP OF STRIP LEAVING BOTTOM LOOSE TO ALLOW WEATHER -RESISTIVE BARRIER TO TUCK UNDER. DO NOT FASTEN AREAS WHICH EXTEND TO SIDES OF OPENING. Cb STEP 6: INSTALL WINDOW ACCORDING TO WINDOW MANUFACTURER'S INSTRUCTIONS. STEP 2: INSTALL PREFABRICATED CORNER FLASHING AT SILL CORNERS. INSTALL PER CORNER FLASHING MANUFACTURER. BEFORE INSTALLING, APPLY BEAD OF SEALANT ACCORDING TO CORNER FLASHING MANUFACTURER. r r STEP 7: ---_j APPLY 9-INCH WIDE STRIP OF FLEXIBLE FLASHING AT HEAD OF WINDOW. RUN BEAD OF SEALANT ALONG TOP NAIL FLANGE, y4" UP FROM WHERE BOTTOM OF HEAD FLASHING HANGS. PRESS HEAD FLASHING INTO SEALANT TO EMBED. WINDOW INSTALLATION PROCEDURE STEP 3: APPLY 9-INCH WIDE STRIP OF SELF-ADHESIVE MEMBRANE (S.A.M.) AT SILL. START S.A.M. AT INTERIOR EDGE OF SILL, COVER TOP OF SILL AND CORNER PIECES, AND FOLD DOWN ONTO FLEXIBLE FLASHING. STEP 4: APPLY A 9-INCH WIDE STRIP OF FLEXIBLE FLASHING AT EACH SIDE OF OPENING. STEP 5: APPLY SEALANT TO THE BACKSIDE OF WINDOW NAIL FLANGE ACCORDING TO WINDOW MANUFACTURER'S INSTRUCTIONS. CUT LONG SO EXTENDS 8-INCHES ABOVE AND 9-INCHES BELOW OPENING. LIKE SILL FLASHING (STEP 1), DO NOT FASTEN BOTTOM OF JAMB FLASHING. STEP 8: INSTALL WEATHER -RESISTIVE BARRIER (W.R.B.) AS DIAGRAMED IN W.R.B. INSTALLATION DETAIL ON THIS SHEET (OVERLAP MAY VARY FROM WHAT IS SHOWN HERE). y�l�]��i�A:�1:3�IP►IUA:At��.11:3��[.yal�[e1_i�.91��1 INSTALL EXTRA PANEL OF W.R.B. AT COURSE ABOVE WINDOW THAT WILL LAP OVER METAL DRIP FLASHING. CUT PANEL WIDTH TO ACCOUNT FOR TRIM WIDTH. STEP 9: INSTALL WINDOW TRIM AND DRIP FLASHING. PROVIDE y2" GAP BETWEEN WINDOW TRIM AND WINDOW FRAME FOR BACKER ROD AND CAULK. DRIP FLASHING SHALL EXTEND 1-INCH BEYOND EACH SIDE. APPLY BEAD OF SEALANT BEHIND TOP EDGE OF FLASHING AND AT TOP OF WINDOW TRIM BEFORE INSTALLING. LAP W.R.B. PANEL (FROM PREVIOUS STEP) OVER DRIP FLASHING. APPLY BEAD OF SEALANT ALONG DRIP FLASHING, 1/4-INCH UP FROM WHERE PANEL HANGS, PRESS PANEL INTO SEALANT TO EMBED. RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 cn N 0 N C! o II to � E > 0 z W N 0 U00 Z Q 3 W , 0 - (� Z 0 Wo w QV) I- w J 3 a — Q rn � > N A 601 M:\ CI nnO CLJ C A TLJIAI(' TYP. FLOOR DETAIL NOTE: SHEAR DIAPHRAGM MAY OCCUR ON EITHER SIDE OF THE WALL OR GWB ON BOTH SIDES. BOTH SIDES , I z TAPE & PAINT GWB TYP. SECTION GWB OVER SHEAR PANELS WHERE INDICATED FOR SHEAR WALL TYP. INTERIOR WALL DETAIL PLAN FIN. FLR —� I lift — GWB I METAL HANGER 2X12 STRINGER * 11" IS TYP. TREAD WIDTH FOR ALL STRAIGHT STAIRS. TYPICAL INTERIOR STAIR DETAILS N.T.S DETAILS BUILDING PAPER SHALL BE EQUAL TO THAT PROVIDED FOR IN IRC R703.2 SIDING OVER BUILDING PAPER ! X/rn M1 \/IAI/l n f 1IrA T1 Ilnln I VYYU VVLI\ LAV-)iUL/.J AT 16" OC PROVIDE PVA WALL PRIMER AS VAPOR BARRIER ON INSIDE FACE OF GWB. TYP. EXTERIOR WALL DETAIL FUII „ .--- -- „ A � FLYSCREI PLYWOOD PLAN UL l\II`1V NOTE: AT HIP & VALLEY CONDITIONS, PROVIDE (3) 2"0 HOLES IN HIP & VALLEY RAFTERS @ EA. BAY. NOTE: REFER TO ROOFING MANUF. RECOMMENDATIONS TYP. RIDGE VENT DETAIL I L!1 1 LI\ VYYU PROVIDE PVA WALL PRIMER AS VAPOR BARRIER ON INSIDE FACE OF GWB. TYP. ROOF INSULATION DETAIL SECTION SECTION DECK TO WALL FLASHING ONE PIECE GALVANIZED DOOR PAN LAP DOOR PAN OVER DECK TO WALL FLASHING. INSTALL CONTINUOUS BEAD OF CAULK TO DOOR PAN PRIOR TO SETTING DOOR. <V STEP 1 STEP 2 DOOR/DECK FLASHING DETAIL BRUSH FINISH CONC. STEPS SLOPED TO DRAIN #4 REBAR DOWEL 12" LONG W/ SLEEVE @ 24" O.C. 1 /4" EXPANSION —1 11 It ° a� a d 0� a CRUSHED STONE COMPACTED SUBGRADE #3 REBARS @ 12" O.C. EACH WAY & #3 REBARS IN NOSE OF EACH STEP - SHINGLE AND 4 a d I I I d a OOQOOO C dl a i�l III_ 12" EXTERIOR/ENTRY STAIR DETAIL °'d I 00 RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT m � rn cI o � U) L o 0 00 > N Z�CTx w" o� 0 CV 0 CV I5 CV o (D II E a) cn C) z Uj o U00 Z � Lu � o z (n o Lu o � W Q`n W J 3 U) a rn Q � iLr) N A 602 CODE: DESIGN IS IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE (I.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF ---------25 PSF FLOOR --------40 PSF DECK ---------60 PSF LATERAL WIND ---------EXPOSURE C , 85/11 OMPH (ULT) WIND PER ASCE 7-18 SECTION 28.5.3 SEISMIC -------SITE CLASS D, SEISMIC PER ASCE 7-18, SIMPLIFIED LATERAL FORCE SYSTEM, SECTION 12.14.8.1 FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 3000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6" BELOW ADJACENT EXTERIOR FINISHED GRADE. FOUNDATION DESIGN IS IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY COBALT GEOSCIENCES, DATED MARCH 10, 2020 CAST -IN -PLACE CONCRETE: F'c=2500 PSI © 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A 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 RETAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE 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 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM A653M CLASS G-185. STAINLESS STEEL FASTENERS AND CONNECTORS SHALL BE TYPE 304 OR 316. SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST 300 (STAINLESS STEEL). FASTENERS FOR PRESSURE TREATED AND FIRE —RETARDANT TREATED WOOD SHALL BE ZMAX HOT DIPPED GALVANIZED (G185). 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 AND GRADE 60 FOR #6 AND LARGER ALL REINFORCING BAR BENDS SHALL BE MADE COLD WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1'-7" MINIMUM). CORNER BARS (2'-0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: #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 2X ROOF RAFTERS 4X BEAMS 6X BEAM LUMBER NOT NOTED HEM—FIR#2---------- Fb=850 PSI HEM—FIR#2----------Fb=850 PSI DOUG—FIR/LARCH#2-----Fb=850 PSI DOUG—FIR/LARCH#2-----Fb=850 PSI 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. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH THE CURRENT I.B.C. SCHEDULE. STRUCTURAL NOTES. SHEAR WALL SCHEDULE STRUCTURAL LAMINATED LUMBER (GRADE 2.0) Fb = 2600 PSI E = 2,000,000 PSI Fv = 285 PSI FLOOR /DECK SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE AND GROOVE A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPINDICULAR 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 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUE -LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS—FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F—V4 FOR SIMPLE SPANS AND 24F—V8 FOR CANTILEVER AND CONTINUOUS BEAMS. SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. 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 (2) 2X8. ALL VERTICALLY LAMINATED COLUMNS AND HEADERS SHALL BE SPIKED TOGETHER WITH 12d NAILS SPACED AT 12 INCHES ON CENTER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 HEM—FIR#2 WITH ONE CRIPPLE AND ONE STUD AT EACH END FOR OPENINGS 4 FEET WIDE OR LESS. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS SPIKED TOGETHER WITH 12d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF BUILDING PAPER BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 10d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2-10d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS—FIR/LARCH OR HEM —FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ROOF TRUSSES SHALL BE DESIGNED AS ATTIC TRUSSES WITHOUT STORAGE. MANUFACTURERS INSTALLATION INSTRUCTIOS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION, FOR THE INSPECTORS USE AND REFERENCE. a. THE TRUSS LIVE LOADING SHALL BE PER I.R.C. SECTION 301.5 AND TABLE 301.5, ESPECIALLY NOTING FOOTNOTE B&G. b. THE TRUSS DESIGN SHALL BE PER I.R.C. SECTIONS 502.11.1 AND 802.10.2 ESPECIALLY INDICATING THAT THE TRUSS DESIGN AND MANUFACTURING SHALL BE PER ANSI/TP11. c. THE TRUSS TEMPORARY AND PERMANENT BRACING SHALL BE I.R.C. SECTIONS 502.11.2 AND 802.10.3 AS WELL AS THE TRUSS PLATE INSTITUTES'S BUILDING COMPONENTS SAFETY INFORMATION. d. TRUSS ALTERATION SHALL NOT OCCUR UNLESS THE APPROVAL OF A DESIGN PROFESSIONAL AS INDICATED IN I.R.C. SECTIONS 502.11.3 AND 802.10.4 SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. PREFABRICATED ITEMS TO BE HANDLED AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. SHEAR WALL SCHEDULE SHEAR WALL DESIGNATION NAIL SIZE NAIL SPACING ALLOWASLE SHEAR HEM —FIR #2 #/FT EDGES STUDS TOP/BTM. PLATE BLOCKING REQ'D. P1-6 8d 6" 12" 6" YES 210 P1-4 8d 4" 12" 4" YES 310 P1-3 8d 3" 12" 3" YES 400 P1-2 8d 2" 12" 2" YES 525 P2-3 8d 3" 12" 3" YES 800 P2-2 8d 2" 12" 2" YES 1050 SHEAR WALL NOTES: 1. P1 — 7/16 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (O.S.B.) ON ONE SIDE OF WALL. P2 — 7/16 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (O.S.B.) ON EACH SIDE OF WALL. 2. FOR P1-3, P1-2, P2-3 & P2-2 SHEAR WALLS USE 3x STUDS AT ADJOINING PANEL EDGES. NAILING SHALL BE STAGGERED. 3. NAILS SHALL BE 8d COMMON (d=.131 INCH). 4. WHERE PLYWOOD IS INSTALL ON BOTH SIDES OF WALL, PLYWOOD JOINTS SHALL FALL ON SEPARATE STUDS EACH SIDE. 5. ALL PANEL EDGES BACKED WITH 2—INCH NOMINAL FRAMING FOR P1-6 & P1-4 SHEAR WALLS. ALL PANEL EDGES BACKED WITH 3x FRAMING AT P1-3, P1-2, P2-3 & P2-2 SHEAR WALLS. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS ® 12 INCHES ON CENTER © INTERMEDIATE SUPPORTS. 7. ALL ANCHOR BOLTS SHALL BE INSTALLED WITH HOT DIPPED GALVANIZED PLATE WASHERS. 8. REFER TO FOUNDATION PLAN FOR ANCHOR BOLTS SIZE, SPACING, AND MUDSILL/RIM CONNECTIONS. RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT c o — 0 � o0 Z ui ° Z_ v 0 Z v W �o U°° � N N� 00 0 0 (D N N N C 0 z CIOz 0) ui Li 0 0 LE (11 Lu 0) Ln r-i r- --i I I 2B S3.1 L_-_J I F3 m SEE REVISION OF DECK PER SHEET A4.15A4.4AND r SITE PLAN SHEET 1 2 J A 1.2 (MQS) s3.1 OR S3.1 F1 55'-0" a- N N om r F1 pi LJ F1 P.T. 4X12 8'-6" 0 l2A P.T. 4X12 S3.1 J OR F1 T S3.1 M�m M__�IIIllIllI® L_I_I I i F3 w 10'-0" a, ' r- F29 ( - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - alo - - - - - - - -1 1 ° _ S3.6 55'-0" � � �I _I ---- ----i _ j - F- i r1 1,_ » F2 F2 L_ i d r---L ------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------1 3 IR 4 S3.1 S3.1 F2 IL-------------- ------------------ - - - - - - - - - - - - - - - - - - - - - j 1 r�-----------------�----------------------------------� N I 27 1 28 30 31 I I S3.6 �R S3.6 S3.6 OR 53.6 ( I I I F2 I I S. 0. G. I 1 - F2 I- - °e F_ - - I------------------------------°----j _ I. ----------aI J ° HDU8 PER r - - - - - - - - - --------- ------------------------------ r----) _< ' SECT.#36A ( w >, " I o 32 I 13-2 3-0 10-0 I r-----------1 I S3.6 II I i I----------- ------------- ------� I 1 a I 25 1 d L_------ ---- d. 53.2 S32 OR S3 2 S3.5 1 I 4" THICK CONCRETE - - ° I e e 1 1 I OR 1 SLAB -ON -GRADE OVER 26 1 4" GRANULAR FILL OVER 26, -2» L ° 1 6 MIL VAPOR BARRIER o I I I S3.5 I i 1 I 1 i r` 33 eOR S32 OR S32 23 S3.5 NOTES: TYPICAL MUD -SILL P.T.3x6 WITH 3/4"ox12" ANCHOR BOLTS ®24"O.C. WITH GALVANIZED 3"x3"x1/4" PLATE WASHER. ALL FOOTINGS & STEP FOUNDATION WALLS SHALL BE INSTALLED PER SITE CONDITION FOUNDATION PLAN REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS I 18 1 La4j 15A 4" THICK CONCRETE S3.4 I SLAB -ON -GRADE OVER I ( 15-10 8'-4" I 4" GRANULAR FILL OVER I ( DETAIL #17 IL 1 6 MIL VAPOR BARRIER I I �- - - -1 I SLOPE PER ARCHITECT IL----- - - - - - - - - - -- -�� II ' -- --------------� 2 - J DETAIL #24 ----- -- 1 13 -10"g,_0„ 182d Lo I I I 1 S3.4 S3.4 ° - - - - - - - - - - - °I d I I d - -- - - - - - - #1 S3.5 23 #3 2 11 19 �---- - I -----J 0 to77 1 �F3 S3.4 S3.4 4' 6" 17'-10" ° REV. g I I OR 12 4'-3" F 21 13 I I 15 S3.3 S3.5 S3.3 I I S3.3 I 22 I 13'-0" S3.5 1 g,-0„ I I DETAIL #14 I I I I 32'-0" I I I I I I o i e I I 00 I 1 1 i I 4" THICK CONCRETE I FOOTING SCHEDULE: oI SLAB -ON -GRADE OVER i N I 1 4" GRANULAR FILL OVER ( I F1- 18"x18"x21" DP (MIN.) ( I 6 MIL VAPOR BARRIER 1 12 I I SLOPE PER ARCHITECT 1 I F2- 24"x24"x24" DP (MIN.) d S3.3 F3- 36"x36"xl2" DP (MIN.) I I I I W/(3) #4 EACH WAY I I ° I I d I I I I ( DETAIL #11 I I 3'-10„ I I I F3 I I r- 1-- �I L---------------- ---- J° #7 II -� r- -- - - - - - - - - - - J L_ _ J I I I 55'-0" 10 1REV. S3.3 #81 23'-0" 9 S3.2 I MS32OR I PER SITE CONDITI i� Lo SIMPSON STHD 14 HOLDOWN RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U N� C o 00U) 0 o� z W . Z o ;~ v U z 4 W z4.4 � v W ¢o 2 °� U fJ N > N0,110 r _�r r� 0 a� N O CV L N a�u U) a) a) o Z W N 0 U0) Z Q w 0 0 - U) z 0 W o LL WryW W J a w F- 0) 0 > N [JJ\ l�l S201 SEE REVISION OF DECK PER SHEET A4.1,A4.4AND SITE PLAN SHEET A 1.2 (MQS) P.T. 2x10 @16" O.C. P.T. 6x10 I I 35 S3.7 -- P.T.6x6 COLUMN W/1212T E.SIDE o- FACE MOUNT HANGERS (SIMPSON) 11-7/8 TJ1360 — IUS 2.37/11.88 3-1/2 x 11-7/8 PSL — HGUS412 1-3/4 x 11-7/8 LVL — HU11 5-1/4 x 11-7/8 PSL — HHUS5.5/12 2x10 — U210 410 — U410 HDU8 PER N SECTION #36A 1 2 3 5 6 P.T. 2x10 @16" O.C. 35 S3.7 P1-4 G.L. 5-1 /2"x12" P2-3 MST48 PER SECTION #36 L SHEAR WALLS BETWEEN LOWER/MAIN FLOOR LOWER LEVEL ARCHITECTURAL PLAN BEAM SCHEDULE: BM#7 — GL 5-1 /2"x12" BM#8 — GL 5-1 /2"x15" BM#9 — W 14431b p.f. or GL 5-1 /2"x25-1 /2" 41 S3.8 d- I d 40 S3.8 (3) 2x COL. ALIGN W/COLUMN ABOVE 6x10 I I 3 (3) 2x COL. ALIGN II W OLUMN ABOVE 42 I Ir 43 S3.9 S3.9 I, P1-4 (3) 2x COL. P1-2 37 S3.8 P1-2 3-1 /2%11-7/8" PSL In P.T. 6x6 COLUMN I I W/ECC66 COL. CAP I I I I , i BM #9 I L BM #8 i ( MONO TRUSS 11 I Q 24"O.C. 45 53.9 BM #71 11-7/8" TJ1360 ® 16" O.C. I r 39 I S3.8 I 39A I 36 I� S3.7 I--------- P1-2 P1-2 ----------� P1 2 38— 6x6 COLUMN @ EACH END S3.8 4 a 3-1 /2"x11-7/8" LVL E \X/ L _ � i 3-1/ ' 1 7/8" PSL P1-2 47 S3.9 PRE -FABRICATED BALCONY (ABOVE) BY OTHERS i i 6 d- I FL 37 S3.8 0 0 (3) 2x COL. ALIGN W/COLUMN ABOVE -o RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 U o0 Z w, o i W 3 Z o Wz J cu " W ¢o I H N v 08 0 0 U) (D w N 0 N L N N U5 N U ~ (a O cn z o z Uj o U� Z � W � o z (n o W o � W Qul W J 3 a rn iLn N S 2m2l 1 2 g P.T. 6x6 FULL HEIGHT COLUMN (2) 2x COL. (2) 2x COL. ® EACH END 50 S3.10 I— ---- ----------R1---$---- 48 I I M I N a o I 4x12 -- -- -- — __------ -- -- P1-4 i M i P.T. 4X12 i i 1 y P.T. 4X12 M M �F 53 M S3.10 SIM P1-4 ' Am- = BM #6= 58 (2) 24 COL. c-( iI ®EACH END #1 #2 9 a. pp U O � N � T 6 P.T. 4X12 P.T. 6x6 FULL HEIGHT COLUMN P.T. 4X12 I c-i y a a M x M N a #3 #4 IM P1-4 P1-2 59 S3.11 #6 --i P1-4 -- D #7 I a M M I(�) MST48 HOLDOWN PER SECTION #54 55 S3.11 RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O C N o 0 Z �o W W .� °A Z_ Z W z W ¢o I 00T� U �. Ln 0 0 .y W O.' N a N N C/i U ~ U) .Q E co O o z Uj N 0 U� Z Q w ul - z (f) 0 W o n/ LL W W > 0. V♦ > Ln N S2531 o- OUTLINE OF WALL BELOW o-- FACE MOUNT HANGERS (SIMPSON) GL 5-1 /2x13-1 /2 — HU612 ROOF FRAMING PLAN SHEAR WALLS BETWEEN UPPER FLOOR/ROOF UPPER FLOOR ARCHITECTURAL PLAN , I I I i I , , I I I I i I I 1 4 I I I I I , I I I I ( I I 49 6 P.T.6x6 COLUMN S3.10 W/CCT COL.CAP (2) PLACES -- -- -- -- -- -- --� I I O M I N M --- G.L. 5-1 /2"x13-1 /2" �- - - - - 00 I V) D iL I I I I I M I I I i M M 50 N y M S3.10 y I TRUSS ®124" O.C. IM TRUSS ® 24"IO.C. MM I M Zx I ' yM E.J. MM G.L. 5-1 /2"x13-1 /2" (3) 2x COL. - (3) 2x COL. / TYPICAL HEADER MM / MM y 4x10 DF#2 (U.N.O.) MN MM I E.J. NM NM (1) TRIMMER (1) STUD/TYPICAL MM MM 01 MN � NM I N N (2) 2x COL. ' P1-2 4x10 DF#2 CONTINUOUS OVER INTERMEDIATE SUPPORTS P.T.6x6 COLUMN W/ECC66 COL. CAP G.T. i i I I 1 I = __-__-__ (3) 2x COL. ® G.T. EACH SIDE G.L. 5-1 /2"x10-1 /2" 0 L P.T.6x6 COLUMN W/ECC66 COL. CAP I 6 RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C o � 0 6 Z o UJ Z_ ° o Z W z J W �s �Lr) � N S Nv G 0 L m N O N L N '^ V ~ Cn Z L a) E co O 0 Z W N 0 V 0) Z Q w C) - z (� 0 I.I..I 0 n/ LL W W 0. co F- 0) N rl Maio S2m4l -- - -UM "min ol SHEAR WALL PER PLAN MUD-SILL/ANCHOR BOLT PER FOUNDATION PLAN BACK -FILL TO BE PLACED PRIOR TO FLOOR PLACEMENT • • 8"ox6" STRONG -BOLT @. • . , ►f.lr.l.�� WASHERTJI PER PLAN•�r,�` �:� l ►�lfrlf ►••ice►!- t1 1 !�l�rtiY' . �f►lf►lfVlf)!� OWES L 'Y CLR • • 1'-6" 1 8" 1 4'-4" SECTION #1 P.T. 4x10 W/ SIMPSON HUCQ410 SDS CONCEALED FLANGE HANGER CB66 COLUMN BASE SECTION #213 2" CLR N 4" o PERFORATED FOOTING DRAIN TO APPROVED OUTLET SHEAR WALL PER PLAN MUD-SILL/ANCHOR BOLT PER FOUNDATION PLAN BACK -FILL TO BE PLACED PRIOR TO FLOOR PLACEMENT • • �! 01 . • PLATE WASHER ►f►l+► TJI PER PLAN ► f► ! f► if.lf►� • • - � • • iil�lf I ON I SECTION #2 SHEAR WALL PER PLAN-\ MUD-SILL/ANCHOR BOLT DECKING PER PER FOUNDATION PLAN ARCHITECT - P.T. 2x10 1J"LVL W/SIMPSON eJi. o x6,STRONG-BOLT @16"O.C.W/GALVANIZED 3"x3"x i" PLATE b WASHER q' P.T. 4x12 ;. • d P.T. 6X6 COLUMN TJI PER PLAN 12"X12" PLINTH W/(4)#4 VERTICAL W/4" HOOK @ FOOTING FOOTING PER PLAN STRUCTURAL DETAILS (1--4 f " CLR �D 4"o PERFORATED FOOTING DRAIN TO APPROVED OUTLET BACK -FILL TO BE PLACED PRIOR TO FLOOR INSTALLATION -#4@10"O.C. HORIZONTAL ,► �! •'-. •R DOWELs� - @ • �► s ki ►lf.lft►lfl1 _._ ► - @• SECTION #3 DECKING PER ARCHITECT P.T. 2x BLOCK W/16d F W(3) 16dd TOE -NAIL SIMPSON PC4Z COL. CAP& E PC4Z @ - END COLUMN P.T. 4x6 SECTION #2A SHEAR WALL PER PLAN MUD-SILL/ANCHOR BOLT PER FOUNDATION PLAN -, DECK JOIST PER PLAN P.T. BEAM PER PLAN SIMPSON ABU46Z COLUMN BASE W/(12) 16d NAILS SIMPSON 5/8"o x6" STRONG -BOLT EXPANSION ANCHOR d. . '" .a'`�•'.';• ,11=III=III=III=I I I�I I •'d .. a III. a. d 18"x18" BACK -FILL TO BE PLACED PRIOR TO FLOOR INSTALLATION 1J" LVL W/SIMPSON J" o x6" STRONG -BOLT d @16"O. C. W/GALVAN I ZED 3"x3"x PLATE \\� WASHER Q TJI PER PLAN o P 0 0 2„ CLR #6 VERTICAL @ 10"O.0 ... , #4@10"O.C. HORIZONTAL ;.. o o//', 12" DRAIN ROCK #6 DOWEL @ 6"O. C. in S.O.G. ' 2" CLR 24" 6 O O O O � ° . a d•. O (4)#4 4"o PERFORATED (3)#.4 3» CLR° #5 @ 8"O.C. FOOTING DRAIN TO APPROVED OUTLET 1 1'-6'" I 10" I 5'-0'$ SECTION #4 0 1 N 2" CLR 4"o PERFORATED FOOTING DRAIN TO APPROVED OUTLET RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 N v 0 6 z O W z O z W z W a I � N N� 00 0 N O N N V) z a� ri o z N Q Lu Li 12 uj Ul W vi Ln S 301 ` r r SECTION #48 DESIGN BLOCK FOR 30n_4 HOR17ONTAI SECTION #51 STRUCTURAL DETAILS (900M u__m 1 Ll I PLAN SECTION #49 2x BLOCK W/(3) SIMPSON 1 /4"o x3" SDS SCREWS - MONO TRUSS HANGER PER TRUSS SUPPLIER - BEAM PER PLAN ` 1-3/4" LVL W/(2) ROWWS SIMPSON 1 /4" o x3-1 /2" SIDS SCREWS ® 8" O.C. SECTION #52 r SHEAR WALL PER PLAN 2x BLOCK 16d ® 6"O.C. --�3" CLR #3- CLR IF OVER —HANG EXCEEDS 18", INSTALL 2x6 FLAT ® 24" O.C. TRUSS SUPPLIER TO SLOT TOP CHORD 18" (3) 8d x1-1/2" (3) 16d NAILS NAILS 16d NAIL 1 7/16" PLYWOOD NAILED 2x6 @48" O.C. W/18d @6" O.C. W/ALL (3) 10d EDGES BLOCKED 2x4 TRUSS A35 4" 16d TOE —NAIL PER PLAN ® 6" O.C. .C. FULL HEIGHT STUD SECTION #50 SHEAR WALL PER PLAN DECKING PER ARCHITECT P.T. 2x 2-1 /2" PER PLAN - 2-1/2°' U 210 -J P.T. 2x10 LEDGER W/(2) ROWS SIMPSON 1 /4"o x 3" SDS SCREWS @ 8 O.C. SECTION #53 SIMPSON 1 /4"o x3"SDS SCREW EACH SIDE INSTALL ® 30° ANGLE SHEAR WALL PER PLAN FLOOR JOIST PER PLAN 16d ® 6" O.C. 1-3/4" LVL RIM W/16d TOE -NAILS @6 O.C. SHEAR WALL OR HEADER RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N v rU Y. O 0 Z 0 Eb W Lu Z_ 0 ®r�;IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Z W z J vb W- I U _ � N N 00 N O N N L Q 6 U co O U Z 0 Z IS321 J SIMPSON HOLDOWN PER PLAN W/ALL HOLES FILLED W/16 COMMON NAILS TOF HOLDOWN SECTION #54 SHEAR WALL OR DOOR OPENING RAILING BY OTHERS i� I i lArArCnnnnnr \II -\Inn AAlr W/16d TOE -NAIL @6" 0. C. SECTION #55 SHEAR WALL PER PLAN 16d 6" O.C. 16d CAD 6"O.C. WATERPROOF MEMBRANE 1-3/4" LVL 1 r- HANGER PER PLAN 2-1 /2'� A35 @16" O.C. 2-1/2a HANGER PER PLAN FLOOR JOIST LVL LEDGER W/(2) ux PER PLAN 1-3/4" LVL BLOCK ROWS OF SIMPSON W/(3) 16d TOE -NAILS 1 /4"o x 3" SDS SCREWS CAD 8 O.C. SHEAR WALL JOIST PER PLAN OR HEADER BEAM PER PLAN RIPPED 1 /4" PER FT. SECTION #57 SECTION #58 STRUCTURAL DETAILS (54-59 :. o • A35 012" O.C. FLOOR JOIST PER PLAN SHEAR WALL OR HEADER �I RAILING BY OTHERS I W/16d TOE —NAIL @6" 0. C. SECTION #56 SECTION #59 WATERPROOF MEMBRANE 16d ® 6" O.C. A35 @12" O.C. LVL DECK JOIST PER PLAN SHEAR WALL OR HEADER OJ 44%A" r% /l RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 c N o 0 6 z 0 W .� W, z_ ®r 0cu Z Gzi W z W �o C',t IS 30111 PAI��• _• • • •- �• •� • • i \ Mrs r� \ • • 11 • ►/ �' l • •i J ol X Q SLAB —ON —GRADE TO BE INSTALLED PRIOR TO BACK —FILL PLACEMENT 12" DRAIN ROCK — 4" o PERFORATED FOOTING DRAIN TO APPROVED OUTLET SHEAR WALL PER PLAN MUD-SILL/ANCHOR BOLT PER FOUNDATION PLAN #4 VERTICAL @ 6"O.C. #4@ 10-O.C. HORIZONTAL #4 DOWEL @ 6"O.C. o I i� S.O.G. � 3'-0/, r 10" r 8" r 2'-9" SECTION #5 SHEAR WALL PER PLAN MUD—SILL/ANCHOR BOLT PER FOUNDATION PLAN (3)#4 SLAB -ON -GRADE TO BE INSTALLED PRIOR TO BACK -FILL PLACEMENT C 11 FOOTING DRAIN TO APPROVED OUTLET SHEAR WALL PER PLAN MUD—SILL/ANCHOR BOLT PER FOUNDATION PLAN 1 10" I 8" I 2'-0" SECTION #6 �a < 4,1 44 •. �• #4 ® 18 O.C. EACH WAY SIMPSON ABU66Z o COLUMN BASE o 4.4 W/(12) 16d NAILS 811 12" DRAIN ROCK--- o a. �\ 4" HOOK S.O.G. I o 4 a• a• II aJLJ . n d• a , •: Z `• III^I I 1—I 1 I\ \\:001 \� N III •• � � a •� 4" PERFORATED (2)#4 -III ^ a I :.• ;: •; " .. 4: '.a. . FOOTING DRAIN TO 3" CL _ — APPROVED OUTLET 16" --I 1—I I —I � 1- 24"x24" SECTION #8 SECTION #8A P.T. 6x6 COLUMN SIMPSON 5/8"o x6" STRONG -BOLT EXPANSION ANCHOR SLAB —ON —GRADE TO BE INSTALLED PRIOR TO BACK —FILL PLACEMENT 0 FOOTING DRAIN TO APPROVED OUTLET SECTION #7 SHEAR WALL PER PLAN MUD—SILL/ANCHOR BOLT PER FOUNDATION PLAN 8" 8" 11-611 SHEAR WALL PER PLAN MUD-SILL/ANCHOR BOLT PER FOUNDATION PLAN S.O.G. N. ioo // // /// / U� Ace A. xx ® 18" O.C. EACH WAY 00 (2)#q v gg' 4" HOOK ALTERNATE 4"o PERFORATED — a. DIRECTION FOOTING DRAIN O vO0 �.. 00 �o o� a 6' — 3 ° CLR SECTION #9 16" RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 v o C � V Z� A Z >3 v Z W z W co �Ln 1 cV N� N O N LCS N L Qi E aj > C) ~ co U) Z c� Z S302 11 loans 11FAIN ROOF OR FLOOR Ir OMITTED FOR CLARITY 8d @ 3" O.C.7 z � J I C-) 0 Im o J (1 0 J ao ' N - 8d @ 3" O.C. z @ TO STUDS & •, BLOCKING • • . —. C.) z F- X Q V) J Q U w 0 J a J J V) z EXTEND BEAM TO THE END OF WALL 3x6 STUDS —BLOCKING SIMPSON STHD14 HOLDOWN W/(30) 16d SINKERS P.T. 3x6 W/ (4) 3/4"o x12" ANCHOR BOLTS W/ GALVAN. 3"x3"x1 /4" PLATE WASHER " • (4) #4 VERTICAL :. W/ 4" HOOK #4 @ 10" O.C. ° @ FOOTING HORIZONTAL d. 11 12 S3.3 �,T., 77 F ' -11, #�nlor 11.. 11{IIIII..IIII{{II111I{IIII{{III-„III.�{III„I1IIIIIIII�IIII„ ,IlI{�IIII�I SECTION #10 FLOOR OR ROOF OMITTED FOR CLARITY 8d @ 3" O.C. 7 d' =11.' ' • 1 �L. .i 14 At- d� d 8d @ 3" 0 C. TO STUDS 3c A.,• ,, BLOCKING — — SECTION #13 EXTEND BEAM TO THE END OF WALL 3x6 STUDS —BLOCKING SIMPSON STHD14 HOLDOWN W/(30) 16d SINKERS P.T. 3x6 W/ (4) 3/4'0 x12" ANCHOR BOLTS W/ GALVAN. 3"x3"x1 /4" PLATE WASHER 12 S3.3 STRUCTURAL DETAILS (10-15A SHEAR WALL PER PLAN OUTLINE OF WALL BEYOND APPROACH I BY OTHERS 2x6 W/ SIMPSON (2) #4 cr_ J"o x 54" STRONG —BOLT EXPANSION ANCHOR @ 12"O.C. W/GALVANIZED N 3"x3"x" PLATE WASHER (4) #4 VERTICAL W/ 4" HOOK 1 I Ii I ii I Imo; >: @FOOTING 8" ..d ,III,,,II 00 M e'. #4 HORIZONTAL PER PLAN @ 10" O.C. Ii ,lll ,lll lli U 16" M PLAN DETAIL #11 P.T. 3x6 W/ SIMPSOI 5/8"o x8" STRONG-1 EXPANSION ANCHOR W/ GALVANIZED 3"x" PLATE WASHER DETAIL #14 2-3 SHEAR WALL SECTION #12 P1-2 SHEAR WALL SLOPE PER ARCHITECT loo \— #4 024" O.C. 24" (2) #4 F MUD—SILL/ANCHOR BOLT PER FOUNDATION PLAN ENTRY PORCH/ S.O. °°°°°000°0O00°O°O°O°O°O°O°C �� o 0 0 0 0 001 Y2 CLR o 0 0 0 0 o c P'4 c _c..%_O_O_O_O_O_O_O_COMPACTED FILL oc ♦ .: Oooc o°°c #4 @ 6"O.C. VERTICAL #4 DOWEL @ 6"O.C. o c y ° o #4 @ 10"O.C. HORIZONTAL .�;• 000c o c °o°c 0 0 000c . p • 0 0 ° c S.O.G. 1 g,. 000 oc d. o 0 o c 2„ CLR ' d •d • Aa d: jar _' 1 -lill l 11 i 1 1 11 1 .d .''° • ;?10" 3" CLR (2)#4#O.C. 1'-3" 8,o x5'-6" SECTION #15 RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 N +' C o s~ 0 Z �A o it UJ ® W •v Z° Z w� Wz W <a U\Z �Lf) N� 0 a CV 0 N L CV ui vj U �— cn z N cc O z W o 0 Zul Q ® 0 Z (� W n/ LL W 1r\ (1� V t W s _ V♦ r 0) N r-I r-I S303 ENTRY DOOR MUD-SILL/ANCHOR BOLT 11 /— PER FOUNDATION PLAN ENTRY PORCH/ S.O. LVL > 0 0 0 0, o 0 o O ,o o 0 acs.0 0 0 0 0 0 0 0 0 0 0 +t oooooo00ooo 000�oo000o0c 0 0 0 0 0 0 0 0 0 �.:.• °., 0 0 1 Y2 CLR o 0 0 0 0 o c I c o0c TOP FLANGE HANGER N :0o0c COMPACTED FILL ooc Oc d O0 Q', .• da oOo c #4 ® 6"O.C. VERTICAL #4 DOWEL @ 6 O.C. 0 A. •', 0 0 #4 @ 10"O.C. HORIZONTAL .;A.. .a. 0 0 0 c o°ac 0 0 0 c o0oc ..a OOOc S.O.G. 191, 000c o c d OOOc 0 0 0 2" CLR nc d d. (3)#4 - 3" CLR (2)#4 #4 @ 10" Q.C. 1'-3" 8» x5'-6" SECTION #15A SHEAR WALL AND/OR BEARING WALL MUD-SILL/ANCHOR BOLT PER FOUNDATION PLAN S.O.G. #4 © 18" O.C. EACH WAY 4" HOOK ALTERNATE DIRECTION 16" SECTION #18 19111ilN1 allrV 16d ® 6" O.C. A35 @16" O.C. TJI PER PLAN P1-2 SHEAR WALL SHEAR WALL PER PLAN LVL MUD-SILL/ANCHOR BOLT PER FOUNDATION PLAN ENTRY PORCH/ S.O. 0 0 0 0 0 0 0 0 0 0 0 a<d, 6: - a a a a a a a a a a 0 Oo0o0o0©000000000o0o0oc 0o00 1Y2"CLR0o0o000000000 .r .. 00 u..U..0_0_0_0_o_o_O_ e , c 00c d ooc 000c COMPACTED FILL •' :.' P ac 000c d ;°• 000c 0°0c #4 ® 6"O.C. VERTICAL #4 DOWEL ® 6-O.C. o c a 0 #4 ® 10"O.C. HORIZONTAL .. o d, OOO c C °0°c 0 0 ;, 000c • .e. O0Oc S.O.G. 19„ 4 0 a 0 c 0o ° ooc c 000� 2" CLR 77-77 A. °4 3" CLR (2)#4 #4 ® 10" O.C. 1'-3" 8" x5'-6" SECTION #16 LLJ dA. . #4 VERTICAL .°� ® 16"O.C. W/16" HOOK .0 SECTION #19 CONCRETE RAIL OR ALTERNATIVE RAILING PER ARCHITECT #4® 10"O. C. HORIZONTAL 2" WEEP HOLE ® 30" 0. C. X Q (2)#4 P.T. 3x6 W/ SIMPSON 5/8" x8-1 /2" STRONG -BOLT EXPANSION ANCHOR ® 18 O.C. W/ ALVANIZED 3%3"x1 /4" 61 ATC WACUC'M PLAN DETAIL #17 CONCRETE RAIL OR ALTERNATIVE RAILING PER ARCHITECT SHEAR WALL PER PLAN d MUD-SILL/ANCHOR BOLT 0 w PER FOUNDATION PLAN s' LANDING OR STEPS ON FILL °' a ' . d #4 @ 10"O. C. HORIZONTAL d #4 VERTICAL @ 12"O. C. .4 W/20" HOOK.: Q 1 Y2 "CLR ° < #4 @ 10"O. C. :.. o ' ° HORIZONTAL GRANULAR / OR 1 Y2"CLR d. COMPACTED FILL #4@ 12"O. C. E e y d' • z - #40 12" O.C. 2" CLR III=1 I I=1 11= g 00 e o s o d ? d• " 3" CLR 20" HOOK (2)#4 PER PLAN 8" 16" 2" WEEP HOLE ® 30" O.C. �� SECTION #20 z x 00 RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O 0 6 Z 15) U U W Z w� W z J LU ¢ o I 1H U °� �Lr) N� n 0 .N .j aD Ir CV 0 CV tdi, CV (D aca ai v) cn z o z N W uj Z 0 uj uj vi Ln ,-I N rq S324 CONCRETE RAIL OR ALTERNATIVE RAILING PER ARCHITECT d SHEAR WALL PER PLAN MUD-SILL/ANCHOR BOLT PER FOUNDATION PLAN .; d < LANDING / OR z •'. STEPS ON FILL d e ' i d i ".o a #4 VERTICAL @ 6" O.C. �: X a Q 1 Y2"CLR #4 @ 10"O. C. 1 Y2"CLR a HORIZONTAL ool GRANULAR / OR #406 O.C. 00 COMPACTED FILL .. r #4@ 10"O. C. 22" I —Fr77TI I- #4@ 12" O.C. 2„ CLR d zz •° d G 71, 00 a. —I 1 I —III —I 1 1 3" CLR \-22" HOOK 18pp l 811 I PER PLAN SECTION #21 SHEAR WALL PER PLAN 8" 18" 2" WEEP HOLE @ 30" O.C. 2x6 W/ SIMPSON 4"o x 5j" STRONG -BOLT EXPANSION ANCHOR @ 12"O.C. W/GALVANIZED 3"x3"xj" PLATE WASHER (3) #4 VERTICAL W/ 4" HOOK �r @ FOOTING 0o - d #4 HORIZONTAL PER PLAN_ @ 10" O.C. DETAIL #24 STRUCTURAL DETAILS (21-26 (2)#4 P.T. 6X6 COLUMN CONCRETE RETAINING WALL BEYOND CB66 COLUMN BASE (3) #4 TIES JA /- @ 3"O. C. @ TOP S.O.G. -� ___ / BALANCE @ 6"O.C. SECTION #22 SHEAR WALL' OR DOOR OPENING DECKING PER ARCHITECT z I P.T. 2x W(2) ROWS 10d NAILS 06" O.C. d DECK JOIST PER PLAN N V. SECTION #25 (4) #4 VERTICAL WITH 12" HOOK FOOTING PER PLAN 3" CLR 16d @ 6" O.C. LVJ - A35 @16" O.C. TJI PER PLAN . P1-4 SHEAR WALL 0 z h I— (n J Q U 0 0 hJh J J Q V) z ROOF OR FLOOR OMITTED FOR CLARITY 8d @ 3" O.C. 1 •I I. •I I• EXTEND BEAM TO THE END OF WALL el I° e I I • e I I 3x6 STUDS -BLOCKING 8d @ 3" O.C. TO STUDS & SIMPSON BLOCKING • • e— . —. STHD14 HOEDOWN • • W/(30) 16d SINKERS P.T. 3x6 W/ (2) 3/4"o x12" ANCHOR BOLTS W/ GALVAN. 3"x3"x1/4" PLATE WASHER a• •I� e • e II • •♦ #4 VERTICAL W/ 4" HOOK •. , . @ FOOTING 0i #4 @ 10 O.C. a HORIZONTAL a (3 PLACES) d -Ad 24 12 S3.4 a... ...... S3.3 7,L-III'-__---____-- I , I —I I i — a� 4: d •' e o� d ^� /(IIIiIIII1IIIIIIIlI41111IlIIIII�IIIiIIIIIIIIIIIIIIiI°IIIII IIIIIIIIIIIIIIIIIIIIIIII SECTION #23 SHEAR WALL OR DOOR OPENING DECKING PER ARCHITECT P.T. 2x10� P.T. 2x W(2) ROWS N 10d NAILS @6" O.C. 4"o PERFORATED FOOTING DRAIN TO APPROVED OUTLET SECTION #26 16d @ 6" O.C. LV�_ A35 @16" O.C. L- TJI PER PLAN - MUD-SILL/ANCHOR BOLT PER FOUNDATION PLAN 1 Y2"CLR SLAB -ON -GRADE TO BE INSTALLED PRIOR TO BACK -FILL PLACEMENT #5 VERTICAL @ 6"O.C. #4@ 10"O.C. HORIZONTAL #5 DOWEL @ 6"O.C. o I d- S.O.G. 3'-0„ RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 C N� o C i 0 Z O ry W ° Z_ Z W z W ¢� I N N� S305 z N C W/(2) ROWS SIMPSON x 3" SIDS SCREWS 0 : O.C. ►ter! IN IN •�, U 210 -J MUD-SILL/ANCHOR BOLT A35 016" O.C. PER FOUNDATION PLAN -\ SECTION #27 4" 018" O.C. EACH WAY S.O.G. 4" HOOK 0 ALTERNATE DIRECTION DETAIL #30 P1-4 SHEAR WALL S.O.G. 0O0 0O0O0O0O0 0O0 0d X O0O0O0O0^0^0^0^o^o^C < 0oo00 000° COMPACTED FILL 0 o0c i o r�0 STRUCTURAL DETAILS SHEAR WALL PER PLAN-,, P.T. 2x10 LEDGER W/(2) ROWS SIMPSON 1 /4"o x 3" SDS - SCREWS 0 8 O.C. 2" P.T. 2x10 MUD-SILL/ANCHOR BOLT PER FOUNDATION PLAN 16d 0 6" O.C. r- TJI PER PLAN 1-3/4" LVL i .:.....\_A35 016" O.C. .04 4: LOWER LEVEL SLAB TO BE INSTALLED PRIOR TO BACK -FILL PLACEMENT ON - @ • ..C. HORIZO `,•t#6 DOWEL• . I�%Lo • • 4" o PERFORATED J FOOTING DRAIN TO APPROVED OUTLET I 1011 I 10" I 4'-6" SECTION #28 (4)#4 S.O.G. ! a 4 s a. a ° a � COMPACTED FILL O "CLR #4 @ 10"O. C. HORIZONTAL P D P P P O 0 I 12" DRAIN #4 VERTICAL D P P ROCK 016"O. C. W/13" HOOK 0 FOOTING ,, D D P D #4 0 24" O.C. 0 e ° O D P O O S.O.G. a O O O O D O O • °' 2" CLR a, 4 .s44 O O O O O D 3" CLR (2)#4 901 I 8f% 2$-0s' T T SECTION #31 4"o PERFORATED FOOTING DRAIN TO APPROVED OUTLET P.T. 2x10 LEDGER, W/(2) SIMPSON 1 /4" o x 3" SDS SCREWS 0 EACH END MUD-SILL/ANCHOR BOLT PER FOUNDATION PLAN 12" DRAIN ROCK - 4" o PERFORATED FOOTING DRAIN TO 3" C APPROVED OUTLET SECTION #29 SHEAR WALL PER PLAN 4" 018" O.C. EACH WAY S.O.G. SECTION #32 • 16" SHEAR WALL PER PLAN DECKING PER ARCHITECT f-- P. T. 2x10 is #4 0 18"O.C. EACH WAY 719 4" HOOK ALTERNATE DIRECTION MUD-SILL/ANCHOR BOLT PER FOUNDATION PLAN S.O.G. 0000000or\or\0 ,0�oi-\or\C o0O0�co 000° COMPACTED FILL o0c 00 4" HOOK 0 ALTERNATE DIRECTION RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT v C o � ,^ U U o0 0 ry W uJ Z o� Z " W z W co I N CV N U f Eij B a .N v r N O N L N U ~ U)Ljj z L E RS O z I. V Q uj r It Li Q 0 LU LL I' Ind W IL Ln SHEAR WALL AND/OR BEARING WALL MUD-SILL/ANCHOR BOLT PER FOUNDATION PLAN S.O.G. A u �...t>N U #4 @18" O.C. EACH END ". 4" HOOK ALTERNATE (2)#4 DIRECTION ® FOOTING Q a. o o b- 3'• CLR_ 16" SECTION #33 SHEAR WALL PER PLAN DECKING PER ARCHITECT P.T. 2x 2" PER PLAN U 210 J P.T. 2x10 LEDGER W/(2) ROWS SIMPSON 1 /4"o x 3" SDS SCREWS ® 8 O.C. SECTION #35 STRUCTURAL DETAILS 16d @ 6" O.C. A35 016" O.C. SHEAR WALL OR HEADER SHEAR WALL AND/OR BEARING WALL MUD—SILL/ANCHOR BOLT I'oil PER" FOUNDATION • 1►:-.r I COCA, INCOMES =�6EM11,35, �Iw* -w- - im 3" CLR 16" -i'-3" CLR SIMPSON 5/8"o x8-1/2" STRONG BOLT EXPANSION ANCHOR CAN BE USED IN PLACE OF CAST IN. PLACE ANCHOR BOLTS SPACED PER FOUNDATION PLAN W/ GALVANIZED 3"x3"x1 /4" PLATE WASHER. SECTION #33A SIMPSON HOLDOWN PER PLAN W/ALL HOLES FILLED W/16 COMMON NAILS ___TCL OF HOLDOWN SECTION #36 16d TOE -NAIL ® 6" O.C. P.T 6x10 1212T 1212L CAD END COL. SECTION #34 4x6 ® HOLDOWN DECK JOIST OMITTED FOR CLARITY __7 7/8"o THREADED ROD 11 FOUNDATION PER SECTION #5, #6 OR #7 4"o PERFORATED FOOTING DRAIN SECTION #36A RAILING BY OTHERS I ncrvinlr oco nonHITECT 0 @16" O.C. HDU8 HOLDOWN W(20) 1 /4" o x2-1 /2" SDS SCREWS II INSTALL 4x6 STUD II ADJACENT TO II THREADED ROD II SIMPSON CNW 7/8" o II COUPLER NUT 77 4.. °. SIMPSON 7/8" 0 �// SST834 ANCHOR BOLT \/ ".. o. a,, RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U N� c O 0 zrn �, o •bin W �v W 0 Wz W '7� � N N � O N O N L CV a� 06 U ~ N E v> t6 O IN Q ul z 0 gas LU LL Ln W I•' 01 Ln N S307 SHEAR WALL PER PLAN 16d TOE —NA ® 6" O.C. SECTION #37 SHEAR WALL PER PLAN SHEAR WALL PER PLAN 16d TOE -NA 0 6" O.C. SECTION #38 2x BLOCK W/(3)12d NAILS 2x6 BLOCK RAILING BY OTHERS SHEAR WALL OR- 16d TOE NAIL DOOR OPENING 8d @6" O.C. ® EACH SIDE 16d ® EACH JOIST 16d @6"O.C. WATERPROOF MEMBRANE (3)16d TOE d (W O.C. NAILS 16 TOE -NAIL T Cyr 6" O.C. A35 ® - TJI EACH WAY 1-3/4" LVL W/ 16d TOE 2x12 RIPPED NAILS @6 O.C. �� - 1 /4" PER FT. n i� -- HANGER PER PLAN SHEAR WALL SHEAR WALL OR HEADER OR HEADER CANTILEVER BEAM PER PLAN SECTION #3913 c SECTION #40 STRUCTURAL DETAILS 8d ®6" 0. (3)16d TOE NAILS 1-3/4" LVL W/ 16d TOE , NAILS ®6 O.C. n 2x BLOCK W/(3)12d NAILS A35 EACH WAY \-FLOOR JOIST PER PLAN HANGER PER PLAN SHEAR WALL OR HEADER SECTION #39 (2) ROWS 10d (.148X3") NAILS @6" O.C. THROUGH 16d ® 2x WOOD BACKER 6" O.C. & TJI WEB 1-3/4" LVL BLOCK A35 @16" O.C. 12'-0" 2x BACK SPAN 2" 2" \_TJI PER PLAN SOLID WOOD BACKER SHEAR WALL PER PLAN 2x6 BLOCK 16d TOE NAIL @ EACH SIDE 16d ® EACH JOIST r-16d @6"O.C. 3x PLATE RIPPED TO BEAM WIDTH W/6" TIMBERLOK SCREWS @ 8" PRE -DRILL TOP FLANGE SOLID WOOD FILLER EACH SIDE W/ 3/4" x BOLT @18" O.0 W/ 3"x3"x1 /4" PLATE WASHER ® EACH SIDE SECTION #41 COLUMI SECTION #39A n J /.T /_. f, ^ / LOOR SYSTEM MITTED FOR CLARITY 1 /2" x4" LAG SCREW (2) RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 Co N — 0� 011V) ,^ U U o0 0 Wv Z_ s~ v Z Wz W �Lr) I �Ln tV � n S�. i N O CV N CID i6 E > v cv cf) z o z do 0 N N S308 1-3/4" LVL BLOCK W/ 16d TOE NAILS Q6 O.C. SECTION #42 SECTION #45 FLOOR JOIST PER PLAN SHEAR WALL AND/OR BEARING WALL OR HEADER ob w lowl- Lej I mi a m I "I F."I I Me � BEARING/ SHEAR WALL NO WALL @ SIMILAR SECTION 1-3/4" LVL W/ 16d TOE NAILS @6 O.C. SECTION #43 SECTION #46 16d 6" O.C. \-FLOOR JOIST PER PLAN SHEAR WALL AND/OR BEARING WALL OR HEADER of f--� 011 n r+ SECTION #44 SHEAR WAI PER PLAN 1-3/4" LVL 16d TOE —NA ©6" 0. C. STAIR OMI FOR CLAR SECTION #47 RESUB May 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U Ln — w� rn '^ U U Nz O O u W Z Z w Wz W <o U �� N — N N ZI N O N lf� N i N E U ~ C6 0 U) Z 0 Z S3091