Loading...
APVD PLN FIR BLD RESUB1 BLD2024-1042+Architectural_Plan+10.24.2024_6.33.04_PM+4580729Wrlttan dlmanslons on this drawing shall have pracadonca over scald dlmanelona. Contactor shall verify all dimenslons, conditions, etc., pertaining to the work before proceeding. The Owner must be notifled of any varlatlons from the dimenslons and/or Gondltions Shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor shall accept full responslbility for the cost to rectify same. U) N MAXI MUM SU I LD I NCG HE I GHT (D 3Q5.Sc1' —HARD I EF'ANEL W/— IX2 \/ERTICAL 8 18 O.G.-DOOR AND WINDOW TRIM 5/4X5— T1'F. AND 5/4XE5 TO IT BETWEEN WINDOWS - COMF`OSITION SHINGLE ROOF NCB TYR I GAL 6 " FASCIA GUTTER ROOF T I^ ALL _\/_ D�YII�I CULTURED STONE \/ENEER W/ CONCRETE SILL INSTALL PER MFD. SF'EG I F I GATI ONS TREATED PLYWOOD BEHIND ALL AREAS W 1 TH STONE HE I GHT OF STRUCTURE 0 3Q5.58' 5HINGLE BIDING WHERE SHOWN — — —UPPER FLOOR P.L r 0 2 1-< T <o D' W I � � N P I N. PLR. UPPER 18" FLOOR TRUSSES -YIE MAIN FLOOR F.L. r w z � w 0 z = I d PIN. PLR. MAIN 5-70.-75' 5/4XG F'WW ABO\/E PORCH SLAB PORCH 6 " BELOW c EXTERI OR L I CHT I MAIN FLOOR 5 PLACES (T i F-J 10 SEE GENERAL NOTES SCALE: 1/4" = 1'-0" I ■ APPROVED BY P ANNING Dec ;401 2024 1 CONSTRUCTION & DEMOLITION 1 i MATERIAL MANAGEMENT 1 1 1 PER THE REQUIREMENTS OF IRC APPENDIX Y APPLY TO 1 THIS PROJECT. PROVIDE THE REQUIRED REPORTS 1 INCLUDING THE FOLLOWING: 1 1 ■ SALVAGE ASSESSMENT FORM 1 1 ■ WASTE DIVERSION REPORT 1 ■ SEPARATE CONTAINERS 1 1 SOLAR READY 1 1 THE REQUIREMENTS OF IRC APPENDIX T APPLY TO THIS j 1 PROJECT. PROVIDE A SOLAR READY ZONE COMPLYING j WITH THE FOLLOWING: 1 1 ■ MINIMUM AREA NOT LESS THAN 300 SQUARE FEET j 1 ■ CAPPED ELECTRICAL SLEEVE THRU ROOF j ■ ELECTRICAL SERVICE RESERVED SPACE 1 5aUARF_ F007ACGF_S MA I N L I V 1NG Af;;,:'F-A 15-75 UPS � L I V I NG AREA 17�2 TOTAL L I V I Nr:., AREA 5 I Grt C� ARAC� E AREA l 51 12G DOOR INSTALLATION NOTES (T-1-F.) :Mom■■_■_■■_■_■■_■_■■_■_■■_■_■■_■_■■_■_■d _._■■_._■■_■_■■_■_.._._.._._.._._■■_■_■.1 MOTE FLAB+ -+I N(C i::7-,'E0U 1 i;,:EMEENT5 REFER TO ALL FLASHINO LDETAILS NOTED AND SHONN OBTAIN A SEPARATE OBTAIN ELECTRICAL ON I=OLLOW I NO i=',°�OES. INSTALL G2U I GK I=LASH, WATERBGBB LOK MEMRANE, U I LD I NO PAPER, METAL • � PLUMBING PERMIT � ; PERMIT FROM FLASH I NO, ETC. AS SPEC I E I ED, DETAILED AND AS REOIJIRED B TO MAINTAIN UD ILINO EN\/ELOPE � FROM THE CITY O F STATE LABOR & • EDMONDS. ; •. INDUSTRIES 1 ■ 1 ..................................... 1_■_.._._.._._.._._.._._.._._.._._.._._.7 Approved Fire Marshal Chris Burt 11 /16/2024 11-16-2024 REBUB 1 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: 1. A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED. SUBMIT FOR A SEPARATE FIRE SPRINKLER PERMIT. A RECOMMENDED FLOW -THROUGH DESIGN WILL MEET SPECIFICATIONS AND REDUCE EQUIPMENT AND CONTINUAING MAINTENANCE REQUIRMENTS. PROVIDE A MINIMUM COMBINATION WATER SERVICE OF ONE INCH (1") METER AND ONE AND ONE HALF (1 1/2") SERVICE LINE OR SHOW THAT THE DOMESTIC AND FIRE PROTECTIONS NEEDS CAN BE MET WITH A SMALLER SERVICE. 2.4 INCH ADDRESS CHARACTERS WITH 1/2 INCH STROKE REQUIRED TO BE INSTALLED ON THE HOUSE VISIBLE FROM THE STREET IN CONTRASTING COLOR TO THE BACKGROUND. ADDITIONAL ADDRESS SIGNS MY BE REQUIRED IF NOT VISIBLE FROM THE STREET. DFM BURT 19I NSTALLTI Or 10 (TYF'.) 5/4X4 FRONT !t REAR FAG I NG CORNER BOARDS (TYR.) 8-1/4" HARDIEi=LANK SIDING W 1 TH _7" RE\/EAL F'RO\/ I DE 8"X8" SHEET METAL BACKING AT ALL JOINTS CS.G.) CS.G.) (S.GJ !;;Zr=AR r=Lr=\/AT 1 Ol SEE GENERAL NOTES LOT LINE STAKES MUST N PLACE AT TIME OF FOUNDATION INSPECTION Jul 1 ID 7H 401- 01 DEf=7H 551-01I I. EXTERIOR TRIM DETAILS -5/4 "X4" FRONT FAG I NG CORNER BOARDS AT HORIZONTAL SIDING TYP I GAL AND WHERE SHOWN ON THE BUILDING ELE\/AT I ONS ADDRESS NOTE: UNLESS NOTED OTHERWISE - 5/4" X 5" WINDOW TRIM AT HORIZONTAL ADDRESS NUMBERS SHALL BE S 1 D 1 NO TYf� I GAL AND WHERE SHOWN ON A MINIMUM 4 H 1 C�H W I TH A THE DU I LD I NG ELE\/AT I ONS UNLESS NOTED MINIMUM STROKE WIDTH OF I /2 " OTHERWISE AND TO BE ON A CONTRAST I NCB -2 " X 2 " TRANSITION BETWEEN BAGKC�ROUND PER I RG 51 Gi.l HORIZONTAL SIDING AND HARD I EPANEL TYP I GAL AND WHERE SHOWN ON THE BUILDING ELE\/AT I ONS UNLESS NOTED OTHERWISE -EXTERIOR WOOD GLULAM OR SUNWOOID ONLY 2. BIDING -6"X&" SHEET METAL PLATE FOR F>-1/4" SIDING AT ALL JOINTS - 8"X8" SHEET METAL PLATE FOR q-1/4" S 1 D I NG AT ALL JOINTS -HARD I EPANEL SMOOTH W/ I X2 AT SEAMS AND 2X2 PRE -MADE CORNERS -SOFFITS FINISHED WITH HARD I EPANEL AT 1 1 PORCH CEILINGS ABD GANTILE\/ERED WSEC COMPLIANCE REPORT FOR BUILDING j FLOOR AREAS ( IF APPLIGABLE) 1 THERMAL ENVELOPE PRIOR TO C.O. - I X2 AT HARD I EPANEL SEAMS ROOF .._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._. _3 1 -BARGE TO BE 2X I O WHITE WOOD OR EQUAL 1 INTERCONNECT SMOKE ALARMS ARE A REQUIRMENT j-PRO\/I DE KITE BLOCKS AT THE TOP OF ALL 1 OF THIS PERMIT IN ACCORDANCE WITH R314.4. GABLE BARGE TRIM TO BE INSTALLED j BY THE SLIDER AFTER THE RAKE FLASHING :_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..1 IS INSTALLED. — — — — UPPER FLOOR P.L 1 SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING: ILI 1 Reinforced Concrete Observation by 1 Spray applied Fireproofing design professional W 1 Bolting in Concrete Structural Masonry 1 Q Smoke Control Systems Grading/soils 1 Q' Prestressed Concrete Structural Steel/Welding 1 Lateral Wood Retaining Wall Block Installation W 1 Shotcrete High Strength Bolting Retaining Wall Footings 1 F I N. PLR. UPPER la" FLOOR TRUSSES — — — —�Ik MAIN FLOOR P.L. APPROVED I ■ FIN. FLR. MAIN ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE PLANS MUST BE ON JOB SITE City Of Edmonds Building Department -------------------------------------------- Work NEW SFR Address 22214 98TH AVE W ------------------------------- --------------------------------- Owner SELECT HOMES ------------------ Approved Date 10/28/2024 Building Official , IWA464)151� C� Permit Number BLD2024-1042 ---------------------------------------------------- 128'! I 2EG I STE2ED ARr-H I TEGT MIGi-fAEL 11A1NE JOh+N50N STATE OF w.45+iINGTON VJ U m 0 r71 � rO^�U V J 00 U U N C zC � � x 00 0 C 00 (D N l� O 2 <N U S�� — 1) D NzN O0 LU 7- 7- T_ O 0 LL r � O date : 0-7-09-24 permit: revisions: drawn by MWJ checked by: I O� All 10 RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Nritten dimensions on this drawing shall have precedence over scaled dimensions. Gontactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. UPPER FLOOR P.L �— — — — T \\ \\ \\ A W 2 U1 FIN. FLR. UPPER 18" FLOOR TRUSSES MAIN FLOOR P.L. \\ T 0 0 w \� \� lu 2 - 2 OQ 0< 4 -O - z =' FIN. FLR. MAIN 4 HOSE BIB 10 (TYP.) SEE G�Ni=R.4L NOTES SG.4L�: I/4" = I'-O" -7 GA5 STUB 10 -7 f=>H/T\/ 10 (TYP.) NOTE FLASH I NG1 7 REOU I REMENTs REFER TO ALL FLASHING DETAILS NOTED ,AND SHOWN ON FOLLOWING FADES. INSTALL OU I GK FLASH, V4ATERBLOGK MEMBRANE, BUILDING FAFER, METAL FLASHING, ETG. AS 5FEG I F I ED, DETAILED AND AS REOU I RED TO MAINTAIN BUILDING ENVELOPE UPPER FLOOR P.L. — — — — I Q � 4 r w 0 FIN. FLR. UPPER 71 la" FLOOR TRUSSES MAIN FLOOR P.L. — — — — — — — — — — — T w j T \� 0 < Q \� - - W - �oz I F- = o FIN. FLR. MAIN 0 0 — — 8 F.P. VENT 10 (TYP.) R I GAT r=Lr=\/AT 1 ON SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 128'71 REG I STARED ARr-H I TEGT MIGH.47 11AYNE JOh+N50N STATE OF WAs+iINGTON V J U O U �U V J � U 00 U N � 0� .Ln 00 r� cn C C 00 �N (� l U NQu� (D NzN W O0 LU 7- 7- 7- 0 0 o pA date : 0-7-0q-24 permit: revisions: drawn by MWJ checked by SHE=E:T /44111111k O F= I RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. NOTES: 1. EXFAN5 1 ON JOINTS -INTERIOR-PROVIDE ZIF STRIP -EXTERIOR-I" MINIMUM \/-GROOVE TOOLING EXPANSION JOINT -ASPHALT EMULSION AT PERIMETER OF SLAB IN GARAGE 2. DOUBLE-UF FOUNDATION BOLTS EVERY 12' OR 14' (VERIFY W/ LUMBER GOMFANY) 3. 26 GA. FLASHING SHOULD EXTEND AT LEAST 4" DOWN OVER GONGRETE FOUNDATION WALL AND 6" ABOVE THE GONCRETE FLAT WORK TO BE FOURED TO ALLOW FOR ADEQUATE COUNTER FLASHING OF THE BUILDING FAFER. 4. SLOFE ALL CONCRETE STOOFS AND/OR FATIOS 1/4" PER FOOT AWAY FROM DOORWAYS 5. ALL WOOD IN GONTACT WITH CONGRETE SHALL BE FRESSURE TREATED OR CEDAR. 6. FROV 1 DE SOLID BLOCKING UNDER BEARING WALLS -7. PROVIDE 6 MIL. \/150UEEN VAPOR BARRIER WITH 12" OVERLAP AT SEAMS TO TOP OF FOOTING THRU-OUT CRAWL SFACE. 40'-0" O\YERALL HOLDONN DIMENSIONS PATIO ARE TO 4" CONCRETE SLAB ROUGH SLOPE AWAY FROM THE OPENING TYP I GAL HOUSE 1/4" PER FOOT MINIMUM 3'-3" 1=I-21, 1=I-21, 1=I-21, (2)2X (2)2X (2)2X \�— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — .� ° ° F - — I I I I I 1al I I I ^A I I I I I ^A I 6 I 11 I i I I — I S'-22" 3'-22" 3'-22" 3'-22" 3'-22" 3'-22" 1'_G I I I r -1 r -1 r -1 r -1 r -1 r -1 r I J L— J L— J L— J L J L J L— J L— 1— 1 INSTALL SIMPSON 18" X 18" X 8" CRAWL5FACE PB OR EOUIV. POST GON . PAD OR 4 I TO FTNG. GONN. TYP. 24" SONOTUBE \/ 1 1 1 6 MIL. FOLYETHYLENE V.B. W/ 12 " LAP AT SEAMS (BLA(-,K) I 1 i 10" MIN. GLEARANGE-12" (g) BEAMS I R-30 INSULATION IN JOIST BAYS O _ I - Q 1 ALL BEAMS TO BE 4X8 HF#2 r -1 r -1 r -1 r -1 r -1 r m 1 I ALL POSTS TO BE 4X4 P.T. HF#2 m a (4X6 a BEAM SPL I GES) + + ff- i — + (�— - I - I L— J L— J L— J L— J L— J L— - 1al 2 _6 2'-6" 2'_6 2'-6�" 2'_6 2'-6" 3'-10" 2'-10" 2'-6" a (�ry I-1-0 i i 1-1-04I-Qd1-1-H 1 1—= 1 — J L— J L— J L— J L— J L— J L— J L J r r 1 8" GONG. FOUNDATION NALL 1 �r ® �+ + +® 1 T-T-P. a 2-5TORY = \/'I 1 L — J L — J L — J 1 18"x6" GONT. GONG. FOOTING _ Q TYP. a 2-STORY m 1 1 4'-2" 4'-2" 10'-8" ° - Q I 1 1 U) 0 1 I r r r-1 - 0 1Z 1 - a 1 L—J L—J L—J 1 I� 3'_2 3'_2" 2'--7"I'_�f m r � r � r � r 1 I ��\•� 1 m1 L—J L—J L—J L— L----------------------- -------------� 1 1x, a a 1 ___ ____ _ 12 tx 1 I I 2a'-8" 1 a --____ 1 6 1 �PORCH — — — — - L� GARAGE I � (V 1 4" GONGRETE SLABC06 4" GONGRETE SLAB SLOPE SLOPE ANAY FROM THE I 1 1 � C 6 4" TO OVERHEAD DOOR HOUSE 1/4" PER FOOT R+d Q I GRANULAR FILL UNDER 1 1 MINIMUM GARAGE SLAB PATIO AND GARAGE I PATIO AND GARAGE 1 I SLABS TO BE HELD DONN z C�6 + SLABS TO BE HELD DONN MIN. OF 6" FROM FINISHED ZO MIN. OF 6" FROM FINISHED I I FLOOR TO PREVENT NATER Clzs FROM ENTERING UNDER HALL I I 1 = O Rd J FROM ENTER UNDER NCB HALL PLATES OR EXTERIOR DOORS I I PLATES OR EXTERIOR DOORS I a L J L Q — — 6 7 SLAB TO BE I" DONN I N BAG< r 7 1 N AND 5" DONN IN FRONT 6 Oi 1 1 1 1 1 1 I 1 L -iI Ryd -i LC06i� L 1 1 I I J r L � 1 a l � -i- 1 J ° L---------- >s r R I r - I 1 I 1 CONT. FOOTIN 1 —c C _ 1 O.H. DOOR A-Q A-Cj 1 0 Q ' 1 — — — —EDGE OF SLA — — — GONT. FOOTING 1 I s+6 O.H. DOOR —---------- 1 EDGE OF SLAB \ W '-411; 8'-4" R.O 8. FASTENERS INTO OR IN CONTAGT WITH FRESSURE TREATED OR FIRE RETARL7ENT WOOD SHALL BE OF HOT D I FFED GALVAN I ZED STEEL, STAINLESS STEEL, S 1 L I CON, BRONZE, OR GOFFER. EXGEFTI ON- 1/2 " DIAMETER OR GREATER STEEL BOLTS ci. ALL RE I NFORGEMENT MUST BE TIED IN FLAGE FOR FOUNDATION INSFEGTION. (IRG RIOGi.I.0 10. UNDER ALL PARALLEL BEARING WALLS, USE DOUBLE JOISTS OR AS NOTED ON THE PLAN. DOUBLE JOIST UNDER ALL NON -BEARING PARALLEL WALLS. 11. ALL HARDWARE FART NUMBERS ARE "SIMPSON'' USE "ZMAX" IF CONTACT W 1 TH PRESSURE TREATED WOOD, EQUIVALENT HARDWARE MAY BE SUBSTITUTED. * * * SHEAR NOTE: SEE SHEET Acf FOR SHEAR WALL LOCATIONS, SHEAR MALL NAILING, SGHEDULE, �$ DETAILS. Q "I1'-41'; 16'-4" R.O. M HOLDDOINN SCHEDULE MARK HOLDOWN/ FASTENERS MOOD MEMBER ANCHOR STRAF TH I GKNESS/SFEG I ES REOU I RED T- I STHD 14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SFF T-2 MST48 (54)-I6d (2) 2X4/2X6 STUDS HF/SFF T-3 M5TA36 (26)-I0d (2) 2X4/2X6 STUDS HF/SFF 2 2X 2X ST DS T-4 MSTG48B3 (38)- I Od HF/SPF T-5 HD 7B (S)_ S/4" 5-1/2" MIN. SSTB28 (7/a") " DF/SF MIN. 24-7/8 EMBEDMENT fOUNI:)AT 1 ON. f=L-AN 125-! 1 REG 15TERED ARCH I TEGT MIGI-F.4=L iNiaYNE JOI-FN50 STATE OF YVAS+iINGTON UC w H O U U u V J � U 0 U Ln 00 r c� C C 00 UI N O I n U S NQ� N NzN 0 Q d3 7- O m <� O 0 ■ W O O M L I date : 0-7-Oci-24 permit: revisions: drawn by MWJ checl�ed .by: O F= I RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Si=i= GENT -f;,AL NOTES 5C,ALF-: 1/4" = 1'-0" Nritten dimensions on this drawing shall have precedence over scaled dimensions. contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor shall accept full responsibility for the cost to rectify same. A A -a 1 4 0 I r ia '-1 " .. 4'-0" .. 14'-0" 5'-4" 6'-0 11 -1'-51' START LAYOUT HERE © 16" O.G. 5/4" TAG OSB (4' X 81 ) 2X 12 HF#2 -JOISTS ® 16" O.G. U LESS OTHERW 1 SE NOTED J t t I i u ii ii a VJLI J1i u II I II II II II II II II I II II II II I = I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I\ x I So' 21,NSULATE \ AND WEATHERSTRIP - Fc— I II II II II II II II I F__1 I II II II II II II II I O _ m NC)TES: 1. 5/4 "X4'X8' T,$G OSB SUB -FLOOR GLUED W 1 TH RA I NBUSTER OR EQUIVALENT AND NAILED WITH RING SHANK NAILS AND SCREW ALL FLOORS PRIOR TO FINISH FLOORING 2. PROV 1 DE LOUVERED VENTS AT GRAWLSPAGE. PROVIDE MINIMUM ONE SF NET FREE VENT AREA PER 500 SOFT OF UNDER FLOOR AREA WITH VENTS LOGATED TO PROVIDE GROSS VENTILATION. WHERE POSSIBLE, ONE VENT SHOULD BE LOGATED LESS THAN 5'-0" FROM EACH CORNER OF THE BUILDING. 5. DIMENSION TO JOIST GENTERL I NE UNLESS NOTED OTHERWISE FOUNDATION VENT GALGULATION 1575 SQUARE FEET = 4.58 SOFT REOU I RED 500 TYP. VENT= .54 SOFT PER VENT 14 VENTS REOU I RED 'MANI'N. T�_L.00f P%% �Sk�Tl%� I N� f=I.�N SEE CGENEfZAL NOTES SCALE: 1/4" = 1'-0" 128-11 REG I STEREO ARCH I TEGT MIGH.4EL 1NAYNE JOHNSON STATE OF YVASi-IINGTON VJ U m m o C\ �-�-1 c\ Q U ~ z U �- U � N 00 U 'V!J 00 � � H 00 M O O Ib N E = U S , �- NQ� _N NZN OQ a V. 0 0 0� date: 0-r-oaf-24 permit: revisions: drawn by: MWJ �he�l�ed by: O 1= I RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, Or the Contractor shall accept full responsibility for the Goat to rectify same. NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS a 16'' O.G. TYPICAL. ALL HEADERS TO BE 4X10 1DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. SOLID BLOCKING UNDER ALL BEARING WALLS. EXTERIOR DOOR -SEAL UNDER ALL EXTERIOR DOORS WITH BTYL FLEX OR EQUAL -HOLD UP EXTERIOR DOORS MIN. 1/2" AFF W/ PRESSURE TREATED PLYWOOD. ALL DOORS EXCEPT SLIDER EXHAUST FANS LARGER THAN 50CFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER W 1 TH A MAXIMUM RUN OF 15' COMBUSTION AIR REIOU I RED FOR ALL FUEL BURNING APPLIANCES m LEGEND: A A -a 604rc, PIG. W/ 6 I6 XO BLW. (2)2X DINING 40'-O" OVERALL PA 10 8080 5L I D I NG DOOR (S.G.) 604 PIG. W/ 6 16 XO BLW. 2X6 WALL I� t GREAT 10 ROOM 10 0 1 2XF� WALL TO S5 1/2" f{f1 O C-------- --� z 1 I , � H11r SINK DISP. 56 S ROUGH -IN 0 GOOKT ICE MAKER V.T.O. 100 GFM F_— � '� J I O — — OPT. - L------ ---- I L NCB. — - 2668 IIOv S.D. PANTRY Q IN D3=N/ UE - FOR ALL WALLS LESS THAN 5'-0" TO THE PROPERTY LINE ONE HOUR EXTERIOR WALL GA FILE NO. WP BIOci- FIRE TEST WP 3510 (UL R3501-47, -45, UL DESIGN U30ci) EXTERIOR SIDE: BA5E LAYER 5/8" TYPE X GYPSUM 5HEATHING APPLIED PARALLEL TO 2X4(&) 5TUD5 16" O.G. WITH 1-5/4" GALvANIZED ROOFING NAILS 4" O.G. AT vERTIGAL JOINTS AND -1" O.G. AT 604e P I C'. INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM 5HEATHING MAY BE LEFT `y 6 16 XO UNTREATED. FAGS LAYER OF 1/4" CEMENT BOARD Y ND THROUGH T1-e SHEATHING INTO 51DIN6 FASTEE I6 BLY Y. THE STUDS. UNPAGED GLA55 FIRE FRICTION FIT IN 5TUD 5PAGE5 INTERIOR SIDE: ONE LAYER 5/5" TYPE X GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH &d COATED NAILS, 1-T/8" LONG, O.O-rI5" SHANK, 1/4" HEADS, -I" O.G. (LOAD BEARING) (2)2X 4X I O SOFFIT 36" OPEN RAILING G ST � Ilov s.D. d 1 I 00 I - m In � F �I 2' 4" 2880 OPNG. W 0 'n TOWEL �11 BAR ® 48 AFF I X�C O t (30 �� J111 w LIJ 0 � N CN 0 PI-4" PI-4" NOTE: ALL EXTERIOR WALLS NOT - CALLED AS SPECIFIC SHEAR WALLS ARE TO BE NAILED AT PI-6" -7 PH/T\/ 10 (TYP.) -7 AS STUB 10 TYP. HOSE BIE 1 O / (T1'P.) HWT O O HEAT DETEGTOR D TO BE INTERGONNECTED TO THE ALARM IN STEEL THE HALLWAY THAT BOLLARD WILL PROVIDE VEHICLE OGGUPANT NOTIFICATION BARRIER 15'-2 ELECTRIC VEHICLE GHARG I NG OUTLET GARAGE Q EV GIRGUIT REQUIRED IN ELEGTRI GAL BOX (E\/ READY) LINE OF O.H. DOOR r_ IN UPRIGHT POSITION I I r IN UPRIGHT POSITION I I I I (LINE OF WALL ABOVE I AST I 2 GARAGE NOTES: ImW 8' X 8' O.H. DOOR BEARING WALL 1. 5/0" TYPE X GWB AT CEILING ONLY IF LIVING SPACE ABOVE. 1/2'' GWB BEARING ABOVE MIN. AT WALLS 2. INSULATE ALL WARM WALLS AND FLOOR LINE ABOVE CEILING. PT. LD. ?� ABV. , c POINT LOAD ABOVE MULTIPLE 2x STUDS HEATING NOTES: IM (go POINT LOAD + INSTALL PER SMOKE DETECTOR A5HRAE ciOA-88 O IIOV INTERCONNECTEL7 + 18" PLATFORM W/ BATTERY BAGK-UP. PER IRC 314 OF 2 LAYERS 5/4" PLYWOOD O CARBON MONOXIDE DETECTOR (I LAYER IF PLATFORM PER IRC_ 515 IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAI5E ALL PILOTS, BURNERS AND SWITGHES +18" MINIMUM ABOVE SLAB. I &' X 8' O.H. DOOR i N m4 = 0 A � i zz� �n <>OL O vW� -2 I' N l� mry 2X6 STUDS cg) 12 " O.G FOR ALL EXTERIOR WALLS O�/ER 12'-0" TALL STUDS TO BE FULL HE I G HT 4'-6 " CRAWL ACCESS X IL� �� 4XIO SOFFIT 30" X 22" INSULATE AND WEATHERSTRIP F -- i=OYER I'- � � 0 GOLFNG ED � I PI GO�R�D f'OiZGH 8'-O" 6'-G" F I REFLACE NOTE: '0' CLEARANCE F I REPLACE W/ DIRECT VENT FAGTORY BUILT F I REPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPEC I F I GATI ONS AND SHALL HAVE APPROVAL LABEL ATTAGHED 5/8" TYPE "X" GWB TO ROOF SHEATHING F I REPLACES 4 STOVES MUST BE D.O.E. APPROVED ff BE TESTED, CERTIFIED ff LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. SHEAR NOTE: SEE SHEET Aci FOR SHEAR WALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, I$ DETAILS. �.m N m 0 I N SMOKE DETEGTORS SHALL BE INSTALLED NOT LESS THAN S FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR SHOWER PER R514 IONIZATION SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 20' HORIZONTALLY FROM A PERMANENTLY INSTALLED GOOKING APPLIANCE. IONIZATION SMOKE ALARMS WITH AN ALARM S 1 LENC I NG SW I TGH SHALL NOT BE INSTALLED LESS THAN 1O' HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. PHOTO ELEGTRIG SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 6' HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE PER R314 MAXIMUM ENCROACHMENT INTO 5' BSBL IS Ib" INGLUDINO TRIM, FINISHED, EAVES AND OVERHANGS 0 HARDWARE & FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF ASTM A 653 TYPE G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. IRC R317.3.1 IBC 2304.10.5.1 NOTE FL A!5H I NGC7 REQU I F;:,EMENTs REFER TO ALL FLASH I NG DETAILS NOTED AND SHOWN ON FOLLOW I NG PAGES. INSTALL OU I CK FLASH, WATERBLOCK MEMBRANE, BUILDING FAFER, METAL FLASHING, ETG. AS 5FEG I F I EID, DETAILED ANID AS REOU I RED TO MAINTAIN BUILDING ENVELOPE HOLDDOWN SCHEDULE MARK HOLL70WN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I CKNE55/5PEC I E5 REOU I RED T- I STHD 14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/5PF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/5PF T-5 MSTA56 (26)-I0d (2) 2X4/2X6 5TUD5 HI=/S5FF 2 2X4 2X6 STUDS T-4 MSTG48B5 (S8)- Od HF/SPF HD 7B S-I/ SBW8")T-5 " L7F/5P MIN. 24-7/8 EMBEDMENT N L. FLAN 125-! 1 \ REGISTERED \I ARCHITECT MIGH EL YNE JOHNSO STATE OF WA5HINGTON V J U w � W � ° U O ~ U U U V J 0 U 00U 0 00 1� cC C c 00 ^, N E O I <N U S NQ� N NzN 0 Q • 7- tn� O V/ T m <� O 4-1 O L I date : 0-7-O�i-24 permit: revisions: drawn by MWJ checked by: O E_ I RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Si=i= GENT=f;,AL NOTES 5CALF_: 1/4" = 1'-0" Written dimensions on this drawing shall have precedence over scaled dimensionS. Contractor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any varlatlons from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor Shall accept full responSlbllity for the cost to rectify same. 5/4" T�$ G OSB (4' X P51) ^A ty N 0# X( )IL I NG NOTE: DRAFT STOFF I NG TO BE INSTALLED TO ALLOW FOR LESS THAN 1000 SQFT OF OPEN AREA WITHIN THE FLOOR TRUSSES FER I RG SECTION 502.12. USE 1 .2 " INCH GYPSUM WALLBOARD OR 5/8" WOOD STRUCTURAL FANELS FARALLEL TO THE TRUSSES WHERE INDICATED. SEAL ALL OAFS AND HOLES TO FREVENT THE SFREAD OF HOT GASSES AND SMOKE SHEAR WALL PER SHEAR WALL GALGULATIONS SHEAR WALL SIMPSON STRAP PER PLAN NAIL PER SIMPSON SFEC I F I GAT I ONS 10" FLOOR TRUSS SHEAR WALL I I PROVIDE I I 4X12 BLOGKINC� TO HANG OFF 4X6 TRUSS CHORDS L J WITH GONGEALED FLANGE HANGERS WHERE MST 48 STRAPS GOME FROM SHEAR WALL ABOVE %I SHEAR Y14ALL A7 OUTS 1 Dr= PNA" NAIL BOTTOM PLATE TO TOP TRUSS CHORD BELOW PER SHEAR WALL SCHEDULE RIM FLOOR TRUSS (NOT SHOWN) PER TRUSS MANUFAGTURER NAIL SHEATHING AT RIM LOGATIONS PER SHEAR WALL CALLOUT OF THE UPPER FLOOR PROVIDE FOR 2X4 VERTIGAL BLOCKING AT 4" AT RIM TRUSS OPEN WEB TRUSSES PER TRUSS MANUFAGTURER TRUSS MANUFAGTURTER TO FROV I DED 4X6 CHORDS AT TRUSS ENDS WHERE THERE 15 TO BE AN M5T48 STRAP .a.-6 (TRUSSES F'3=RPEN1:;>I C ULAR) NO x,LE SHEAR WALL PER SHEAR WALL GALGULATIONS SHEAR WALL Y SIMPSON STRAP R'AF1 PER FLAN NAIL PER NAIL BOTTOM NAIL PLATE TO TOP TRUSS CHORD SIMPSON SPEG I F I GAT I ONS W5ELON PER SHEAR ALL SCD HEULE Ifs" FI K�/]I FLOOR TRUSS PER TRUSS MANUFAGTURER -aTRUSS MANUFAGTURTER TO PROVIDED 4X6 GHORDS AT MST48 STRAP LOGATIONS FOR NAILING THE STRAPS r2� SI- EAf;Z ?HALL A7 57AC, GED INALL VERIFY DRAIN LOGATIONS FOR TUB SELEGTED- ADD TRUSS AND OFFSET LAYOUT TO MISS DRAINS IF NEEDED B-5 5-1/5" X q" B-4 5-1/5" X q" B-2 5-1/5" X 15" G.L.B. 24F-\/4 G.L.B. 24F-\/4 B-1 5-1/5" X 10-1/2" G.L.B. 24F-\/4 Q Q Q G.L.B. 24F-\/4 AB\/. FLATS r� r +6 +s +IsI I II II II II II�� � � II II II II II II II II II II I I 11 A II II II II II II II II II II II II 00 - z N� I II II ®� II II II II II II LUfD 0 � II II II II II II II II II II � � I II II II II II II II z W II II II II lu z II II II II II II II II II II � � II II II II II II (Z Q II I II � a 11 L11 _jI 10 #2 I II II II I �II II II 0# III II II II II � Q II II II I 2 I II II � II II II II II 1 II II II II II Ja+ Sf I I I I I I +a GIRDER II II II TRUSS II II II II II II II 1 � I 1" 6I' 11 11 JJ --II 11 " 11 I I I I C��-2 � 5/4' X 21 � GB I 6 5'�4" X 21 L.B. 4F- 4 G.L 24� \/ IIII ( TO OF US 01 US) �UU � PF f= TF SSE! Ito (00 0 LL I I I 1 1 69 0IN 1w G I RDER TRUSS Q< _ — G I RDER N I lX TRUSS r�J X K W q) 4X 12 DF#2 V (10'-&" LONG) GB-5 5 1/5" X 15 1/2" G.L.B. 24F-\/4 (Icf'-O" LONG) NC)TES: 1. 5/4'' X 4' X 8' T G OSB SUB -FLOOR GLUED WITH RA I NBUSTER OR EOU I VALENT AND NAILED W 1 TH RING SHANK. SCREW ALL FLOORS PRIOR TO INSTALLING FIN 1 5H FLOORING 2. ALL HEADERS TO BE 4X10 DF#2 U.N.O. 5. ALL FSL BEAMS TO BE 2.OE FARALLAM r�J 0# tQ of u u u u u i va u u u u u ON tQ U���R�I=L-00R 125-11 REGISTERED ARGi-f I TEGT MI' EL YNE JOHNSON STATE OF 1N.45HINGTON VJ U 4 `C w � W � U Q � O H �U 2 12 00 U oo 00 cn 0 0 00 wu Z_ E O U �Q� NzN Q Q Vl LO r V� O � � O H L A JU date : 0-7-Oci-24 permit: revisions: drawn by.MWJ checked by: OF= I RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT '°`-6 (TRUSSES PARALLEL) NO S,Lr= SEE GENERAL NOTES 5G,4LE: 1/4" = P-O" Written dimensions on this drawing shall have precedence over scaled dimensions. Gontcactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any varlatlons from the dlmenalons and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor shall accept full responslbility for the cost to rectify same. NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS (g) 16" O.G. TYPICAL. ALL HEADERS TO BE 4X8 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATGH 2 X 6 WALLS. SOLID BLOCK I NG7 UNDER ALL BEAR I NCB WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72 " FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +-72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 2.5 GAL/MIN. EXHAUST FANS LARGER THAN 50CFM MAY BE GONNEGTEI7 TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REOU I RED FOR ALL FUEL BURNING APPLIANCES 40'-0" 0\/ERALL q'_011 _6 A/ X S.G 5020 XO i 1-7'-10" EWF� 09 54"x60" 0 ---------- ONE - P S.G. 72" UBOAKING _I N NGL. N +72" +� 2 SOFFIT ® SHOWER 57' OUT ED 50 GF (v A �- WALL FAN ® VTO 2668 -Oi I (v 2xI2 - 2 6 TOWEL BALKING BAR FOR T.B. MASTER OATH O IIOv S.D. M?.STER ® 48 AFF48" A.F.F BEDROOM - - TYP 0 0 50 GFM 0 FAN I N I T- Iq - — — �VTO O O P4S — = x BEDROOM � �0 � OL (V IL Q T 2468 0 LW 4X I O SOFFIT (� < W O O 0 - 60X51 o HANDRA I L BALKING O TUB/SHWR n� 0 IOv 5.D. U- 50 `l r 11'-4" 0 0 �< ®m 4�Y IL N 1 (v F ® " 0 ®O I BLURB EN OPT CD �N lOv S.D. WALL AND I I STAIR FOR SKIRT v �, n/ LL W ��T�0 I O > W \/To J I OP T 1�ORD 0 W - N !n O W _1 i-AUNDRY �A �� z I I O 0 1- O z Z r, WI IOLEI 50 Im 0 HOUSE GFMIX 5 6„ o Cr 10'-6" W FAN Ia 7 VTO 2868 II 3".F. 2 68 1-Z------- ®O Il O 42" HALF WALLDOWN _ N I O 11NE?. GAP 1-7 i/ 5068 o lV s.D. OR OPTIONAL RISERS -I Q 56" OPEN RAIL - B - 0 1IOv S.D. I Q Pff S I — — — — m r ON 5068 LINE OF O X O llov s.D. OUTSIDE WALL BELOW III 7 o � I O BONUS IIII (� m QWU� J ROOM � 333=DROOM III PouR <III I � IIII r N IIII I 0 I 0 -I 0 LEGEND: BEARINCE7 WALL — - BEARING ABOVE FLOOR LINE ABOVE PT. LD. , POINT LOAD ABOVE ABV. , c MULTIPLE 2x STUDS POINT LOAD ® SMOKE DETECTOR IIOV INTERGONNEGTED W/ BATTERY BACK-UP. PER I RG 514 0 GARBON MONOXIDE DETECTOR PER IRG SIS * * * SHEAR NOTE: SEE SHEET Acf FOR SHEAR WALL NAILING SCHEDULE, $� DETAILS. REFER TO ALL FLASHING DETAILS NOTED AND SHOWN ON FOLLOWING BALES. INSTALL OU I GK FLASH, WATERE3LOGK MEMBRANE, BU I LID I NG FAFER, METAL FLASHING, ETG. AS SFEG I F I ED, DETA I LED AND AS REOU I RED TO MAINTAIN E3U I LD I NG EN�ELOFF= GUARDS GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW FOR PASSAGE OF A 4" INGH DIAMETER SPHERE GUARDS TO RESIST 200 LB GONGENTRATED LOAD APPLIED IN ANY OIREGTION SMOKE DETEGTORS SHALL BE INSTALLED NOT LESS THAN 5 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR SHOWER PER R514 HOLDDOWN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I GKNESS/SPEC-I ES REQU I RED T-I ST+-ID14/14 RJ 24-1&d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 M5T48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-5 M5TA56 (26)-IOd (2) 2X4/2X6 STUDS HF/SPF 2 2X412X& STUDS T-4 M5TC,48B5 (58)-IOd HF/SPF T-5 I-ID-i� (5)_ 5/4" 5-1/2" MIN. SSTB28 (-l/8") DF/SP MIN. 24-IAE5" EMBEDMENT UFFEEfi� �=L.00R FL./ilkN 125-11 REGISTERED ARr-H I TEr-T MIGHREL;Z, JO+iN50N STATE OF YVP.SHINGTON VJ U`C O WG\ U Q v U 12 r � �Uoo � U w N M 00 r cn 0 0 00 E �''' O = n U S f- NzN Q u (� O V� m <� Ul H O � � 0 O L A JU date: 0-7-0q-24 permit: revisions: drawn by MWJ checked .by: OF I RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Sr=r= CGr=Nr=PAL NOTES 5G,4Lr=: 1/4" = 1'-0" Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, Or the GOntractor shall accept full re5ponsibllity for the GO5t to rectify same. A ,ty AFso ROOF VENT 1X LL Lu AF50 ROOF VENT 6"EXHAUST ROOF JAGK ❑ GABLE END - TRUSSES TO I� BE DES 1 CANED 4 TO SPAN W 1 NDO W/ A_ci X DOOR OFENIN(�S TYF I GAL ROOF FRAMING NOTES GUT RAFTER TAILS TO MATCH 2x4 TRUSSES GONNEGTORS SHALL SE ENGINEERED SY TRUSS MANUFAGTURER ROOF FITCH SHALL BE 5:12 T'rF I GAL UNLESS NOTED OTHERWISE ROOF O\/ERHANG SHALL SE 12" U.N.O. 2x6 O\/ERFRAMING SEARING BELOW Q DS DOWNSPOUT TRUSS NOTE ALL TRUSSES SHALL HAVE: I. STRESS ANALYSIS AND DRAWINGS / DETAILS STAMPED SY A STATE REGISTERED ENGINEER. 2. MANUFACTURER'S STAMP ON PRE - MANUFACTURED TRUSSES. 5. SRAGED TO MANUFACTURER'S SFEG I F= I GATI ON5. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEPT. FOR AFPRO\/AL AND SHALL BE KEPT ON SITE FOR FRAMING I N5FEGT I ON. 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT AFFRO\/AL OR ENGINEERING GALGULATI ONS. 6. ALL TRUSSES SHALL HA\/E SIMPSON H-1 CLIPS AT ENDS. WHERE TRUSSES ARE PARALLEL TO WALL, USE SIMPSON L50 AT M I DSPAN. USE SIMPSON STG GLIF5 AT NON -BEARING WALLS ROOF VENTING CALCULATION I ci40 SOFT AREA = 6.4-7 SOFT REOU I REID 500 (6.4-7) X (5096) = 5.24 SOFT MIN. REOU I RED AT EAVES T1'P I GAL TRUSS BLOCK HAS (4) 2 Q) SCREENED HOLES F'ROV I D I NCB 6.28 50. IN. (.044 SOFT) E'ER BLOCK. APPROXIMATELY 60 VENTED BLOGKS= 2.64 SOFT PRO\/IDED AF50 ROOF JAGK \/ENTS= .54 SOFT EAGH \/ENT FROV I DE 2 AF50 \/ENTS = .68 SOFT FRO\/ I DEID (6.4-7) X (5096)= 5.24 SOFT MIN. REOUIREID WITHIN 5' OF THE RIDGE AF50 ROOF JAGK VENTS= .54 SOFT EAGH VENT PROVIIDE II AF50 \/ENTB= 5.74 SOFT PROVIDED TOTAL VENT AREA -7.06 50 FT PI-5" (2)2x AF50 ROOF VENT RB-1 4X8 DF#2 I 4"EXHAUST ROOF JACK 1:1 7/// it I I / 4" EXHAUST ROOF JACK 3:12 p AF50 ROOF VENT 0/1 X I ILAiR 4" EXHAUST ROOF JACK ❑ AF50 ROOF VENT RI DC-7E 3:12 Q \ RB-2 5 1 /BXci 11 OLB 24F-\/4 I 0 ❑I m AFso 0/1 X 15' / ILAiR READY, 'NE (SZA) GON ROU- ATT I /I /-Jl I 2'- A -�i 1 \ 2X6 RAFTERS a 24" O.G. a 1 FIREPLACE \ROOF- NO O\/ERHAN675 TYP I GAL AF50 AF50 AF50 ROOF ROOF ROOF VENT A VENT vENT ❑ ❑ ❑ 05 CHMI\�IwAbqL �— ' li<WA L �16 /GIRDER TRUSS js IRDER TRUSS4X8 4XI0 E. MFC�. TRUSSES 24" O.G. DF�*2 DF�*2 tA � AF50 AF50 J {� 0 ROOF ROOF 4:12 VENT Q ,TENT I I 4:12 PRE. MFG. RU55ES a 24" O.G. Q DS 5TEF-UP TRUSS TO ALLOW FOR FLOOR C-71 RDER TRUSS DS GONDU I T FROM ELEGTRI GAL PANEL TO THE ATTIC FOR FUTURE SOLAR PANEL CONNECTION FRO\/IIDE GAFFED ROOF FENETRATION SLEEVES FOR SOLAR READY ZONE 2X6 HF#2 O\/ERFRAMINO a 24" O.G.- IF SPAN OF SOUR NOTES THE MAIN ELEGTZ I GAL SERA I GE OR FEEDER FANEL FOR EACH DJNELL I NCB UNIT SHALL HAVE A RESERVErD SFAGE TO ALLON INSTALLATION OF A DUAL FOLE G I RGU I T BREAKER FOR FUTURE SOLAR ELECTRIC, INSTALLATION AND SHALL BE LABELED "FOR FUTURE SOLAR ELECTRIC,". THE RESERVED SFAGE SHALL BE FO S I T I ONED AT THE OFF0 S 1 TE (LOAD) END FROM THE I NFUT FEEDER LOCATION OR MAIN G I RGU I T LOCATION. A FERMANENT GERT I F I GATE, I ND I GATI N0 THE DOUNDARI ES AND STRUGTURAL FROV1 S I ONS OF THE SOLAR-READ'I' ZONE, SHALL DE POSTED NEAR THE ELEGTR I GAL D 1 STR I BUT I ON PANEL, V4ATER HEATER OF OTHER GONSF I GUOUS LOGAT I ON F-3'I' THE DU I LDER OR R�0 I STR�D DES 10N PROFESS I OVAL. 2021 I RG AFFEND I X AT SEGTI ON ATI O5.G 1 RAFTER 15 OVER I 8 -O THEN USE 2X5 HF#2 ® 24" O.G. SOLAR BEADY ZONE (S�Z) \ -MIN. 500 50. FT. TOTAL_ AREA -MIN. 80 50. FT. GONTI C�UOUS AREA -MIN. 5' D I MENS I ON IN ANY / D I REGT I ON \ -NO OBSTRUCTIONS Fk00�` I NG CLAN 128-! I REG 15TERED ARGH I TEGT MIGH.4EL iNiaYNE JOHN50 STATE OF YVASHINGTON r^ U V J � C r C\i H z u u ,O^ V J 00 U ' ^ U C N 0 •ACq M 0 0 00 UI iJ-J 0 I U S NQ� Nzot ^N W OQ d3 z m <� 43 O � N O O L 0- date : 0-7-Oci-24 permit: revisions: drawn by.MWJ checl�ed by: O� I RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Si=i= GENT=RAL NOTES SGALF_: 1/4" = 1'-0" � G 710 I �4 �— � STORM SYSTEM e 51=-I=- NOTi=S 5G.4L1=: 1/4" = 1'-0" ellEAFk ^ALL eGHEE=ULEE PER 2021 1 SG SE=NE=R.AL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DE516NATOR5 FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, $ NAILS IN GONTAGT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL 5PAGIN5 51LL OPTIONAL BA5E HEM FIR #2 MARK �/16" TOP BTM. A35 BLKG. PLATE 51MP50N MA5AP PLATE VALUE EDGE5 FIELD PLYWD. PLATE5 ANCHORS REG'D. ANGHOR BOLTS ANGHOR5 NAILING (#/LF) PI-6" 8d 6" 12" 6" 151, O.G. 2x4 5/8" @ 48" @ 48" 4 ENDS (2) 16d @ 10" 240 PI-4" bid 4" 12" 4" 16" O.G. 2x4 5/8" @ 32" @ 30" $ ENDS (2) 16d @ 7" 34a PI-3" 8d 3" 12" 3" 14" O.G. 3x4 5/8" @ 24" @ 24" $ ENDS (2) 16d @ 5" 450 PI-2" 8d 2" 12" 2" 12" O.G. 3x4 3/4" @ 24" @ 18" � ENDS (2) 16d @ 5" 585 P2-6" 8d 6" 12" 6" 10" O.G. 3x4 5/8" @ 24" N/A (2) 16d @ 5" 480 P2-4" 8d 4" 12" 4" 8" O.G. 3x4 3/4" @ 20" N/A " (3) 16d � 5 700 P2-3" 8d 3" 12" 3" 8" O.G. 3x4 3/4" @ I6" N/A (4) 16d @ 5" Gf00 P2-2" ** 8d 2" 12" 2" 8" O.G. 3x4 3/4" @ 12" N/A (4) 16d @ 4" II70 "NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS $ PLATES) ABUTTING PANELS NOT LE55 THAN 3X MEMBERS PER IBG 2021, TABLE 2306.3.1. 3X FRAMING WILL BE NOTED ON PLAN. I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLIGABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEAR WALL NOTES 7/I6" 05B OR PLYWOOD SHEATHING - USE 8d GOMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL @ 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 5" NAIL SPAGIN6 15 SPEGIFIED AT PANEL EDGES, USE I-I/2" 8d SHORT NAILS OR 3X STUDS WITH 8d GOMMON NAILS. FOR 2" NAIL 5PAGING, USE 3X STUDS AND 5TA66ER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS @ IO" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGE5 AND 4" O.G. AT ALL SHEAR WALLS, UNLE55 OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENIN65 AND EXTERIOR WALLS SHALL BE GRO55 BLOGKED AT 48" O.G. @ ED6E5 W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x I/4" SOUARE WASHERS AT ALL ANCHOR BOLTS. 7/16" 05B OR PLYWOOD 5HEATHING - STAPLE SGHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" I6 &A. STAPLES @ 15 5A. STAPLES @ 14 6A. STAPLES @ 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-I/2" O.G. - 430#/ft. 5" O.G. - 3Q0#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. @ 6" O.G. - 620#/ft. FIELD 5PAGING: 12" O.G. NAILS $ STAPLES. HOLDOWN5 - INSTALL 51MP50N HOLDOWN5 OR USP HOLDOWNS AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWIN65. PER PLAN, SIMPSON STHD 14 OR USP STAD 14 SIMPSON MST36 OR USP MST156 SIMPSON MST48 OR USP KST248 SIMPSON HD7B OR USP TDXIO (7/8" ANGHOR BOLT MIN. SIMP50N MSTG48B3 OR USP MSTGB48B5 24" EMBEDMENT, S" BOLT INTO (S) 2X4(6)) PER PLAN 2x TOP PLATE 111 NAIL SHEATHING TO HEADER HEADER ® 4" O.G. B.W. EXTEND TO END WALLS _ .._ :I I: (2) 2x 5TUD5 •I I• • I I' CONNECT PLYWOOD W/ 8d NAILS ® 4" O.G. TO ALL STUDS, PLATES I I 4 HEADERS (BOTH 51DE5) • • APA RATED 5HTG. 4 %" MIN. 24/0 EXP. I n III I 5THDI4 WOOD II TO CONCRETE GONNEGTORS OR II I'I I'I EQUAL (5) #4 VERTIGAL5 ill II:I I - 3x PLATE OR 2-2X #4 HORIZ. ® 12" o.c. NAIL SHEATHING TO EACH PLATE 1 I 3/4" 0 X IO" A.B. W/ 3"X3"XI/4" STEM PLATE WASHER 0 kid WALL � GONT. FOOTING ELEVATION VIEW OUTSIDE OF GARAGE GARAGE DOOR 77/,,"-q INSIDE OF GARAGE PLAN V I EV4 OE OONORETE STEM k4ALL I LATERAL Ri=STRA I NT FANEL -q SEE GENERAL NOTES NO SCALE I I )SSES I 4TL I NE -O 5HEAR NALL SHEAR WALL PER SHEAR WALL GALGULATIONS SIMPSON � STRAP 1 / 1 PER PLAN NAIL PER SIMPSON SPEC I F I GAT I ONS XI PROVIDE 4X12 BLOCKING TO HANG OFF 4X6 TRUSS CHORDS WITH GONGEALED FLANGE HANGERS WHERE MST STRAPS COME FROM SHEAR WALL ABOVE NAIL BOTTOM PLATE TO TOP TRUSS CHORD BELOW PER SHEAR WALL SGHEDULE OPEN WEB TRUSSES PER TRUSS MANUFACTURER TRUSS MANUFAGTURTER TO PRO�/IDED 4X6 CHORDS AT TRUSS ENDS WHERE THERE IS TO BE AN MST STRAP %-"'\ SHEAP, JNALL A7 FLOOR TRUSS -q (TRUSSi=S 1=3=RPi=Nn I (fUL-AP,) NO sr -ALE — vi11— ROOF 41NG _OGK I NG - @ S" o.c. TO _OCK I NG 55 2X6 \/-BRACE @ 5'-0" O.G. (2) 2X TOP PLATE 2X STUD/SHEAR WALL PER SGHEDULE 5HEAi;;,> kNALL i ERF. TO TRU55 NO 5G,4LB-= TRUSSES OR RAFTERS PER PLAN ROOF SHTG - NAIL PER SHEAR WALL SGHEDULE 8d @ 6" O.G. 2X BLKG. W/ 16d @ 5" O.G. $ VENT HOLES (RIP BLK'G.) OVERHANG ff FASC I A SHEATHING PER SHEAR SGHEDULE 2X STUD WALL @ 16" O.G. HI ANCHOR @ 24" O.G. TYPICAL 3 TYf='. SI-fEAiRJNALL TO -q GONNi=GT 1 ON NO 5C ALi= IOd @ 4" o.c. - ROOF SHEATHING TO TOP GHORI7 TRUSS. TRUSS OVER S.W. TO HAVE PLYWOOD ROOF BLOCKING AT SHEATHING 16" O.G. TRUSSES PER PLAN A55 CONTINUE GLIPS SHEAR WALL ® 24" TO ROOF O.G. SHEAR WALL PER SGHEDULE SHEAR, V,4ALL i=Ai;;,ALLF-L TO TRUss NO SG,4LE 125-71 REGISTERED ARCH I TEGT E5TATEE AEL NE JOHN50N OF WAS+iINGTON V J U w � W O ��u u�U N � 00 00 N 0� l� O 2 <N U S�� NQu� N NzN OQ LU - LO r O 0 O n date : 0-7-09-24 permit: revisions: drawn by checked by: MNJ !E� HE-�EET /qIt '=T O� /ilk I RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written dimensions on this drawing shall have precedence over scaled dimensions. Gontactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to roceeding with the work, or the Gontractor shall accept ull responsibility for the cost to rectify same. 3) 12" WATERBL.00K NAIL ON FLASHING 1) ELECTRICAL JUNCTION BOX 6) WATERBLOCK 25 MIL 2) 12" WATERBLOGK WATERPROOF FLA5HIN6 NAIL ON FLASHING 4) I LAYER 60 MINUTE BUILDIN G 2) QUICKFLA5H ELECTRIC MEMBRANE TO SEAL HEAD FLASHIN6 PAPER OVER FLASHING PANEL TO CREATE SHINGLE EFFECT FLASHING PANEL I LAYER 60 MINUTE BUILDING I LAYER 60 MINUTE PAPER ON TOP OF FLASHING BUILDING PAPER "I) WATERBLOCK 25 MIL 1) QUICKFLA5H PLUMBING FLASHING PANEL BEHIND FLASHING WATERPROOF FLASHING 5) INSTALL WOOD OR STONE BLOCK MEMBRANE TO SEAL JAMB 1 3) 1 LAYER 60 MINUTE (TO MATCH SIDING MATERIAL) COLUMN OR WALL FRAMING 51DIN6 NOTES: FLASHING BUILDING PAPER OVER FLASHING _ \ SUPPORT WITH BEVELED EDGE I) METAL PANEL TO CREATE SHINGLE FOR LIGHT FIXTURE OR OUTLET METAL WATERTABLE/51LL SIDING ETYiEENT AT TOP BETWEEN TRIM � EFFECT FLASHING f AND DOOR 2) NO CAULKING STAPLE ONLY THIS AREA I" X , 4) INSTALL KD CEDAR PREDRILL BETWEEN DOOR FRAME WIDTH OF DOOR BLOCK SUPPORT WITH AND TRIM BEVELED EDGEATERBLOGK 3) CAULK AT SIDING I) 12" WNAIL ON AND TRIM ONLY FLASHING O 2X WOOD TRIM GUT AT 4) DOOR TRIM TO BE \ 20 BACK BEVEL OR 5/4x UNLESS NOTED 5) I LAYER 60 MINUTE �y STONE LEDGE T.B.D. FIELD VERIFY WOOD DETAIL OTHERWISE BUILDING PAPER. STOP PAPER 2) 1 LAYER 60 MINUTE BUILDING PAPER UNDERNEATH ` 3) 1 LAYER 60 MINUTE f 5) DECK APPLICATION SEE TYPICAL DETAIL AT DOOR FLANGE AT TOP AND 4) SLIDING GLASS DOOR SIDES OF DOOR. RUN PAPER PREDRILL BOTTOM SIDE OF FLASHING PANEL BUILDING PAPER UNDERNEATH BOTTOM SIDE OF FLA5HIN6 PANEL r7jtWOOD DETAIL 55D200 INCLUDING POLYURETHANE UNDER FLANGE AT BOTTOM OF CAULK BEHIND DOOR FLANGE 5) PLUMBER INSTALL FR05T 6) 25 MILLASHING AT TOP AND 51DES (SECURE DOOR FREE HOSE BIB 6) INSTALL SIDING WOOD DETAIL I LAYER 60 MINUTE ATERPERPROOOFOF FR WF DOOR WITH NAILS PER BUILDING PAPER MEMBRANE OVER DOOR MANUFACTURER'S 5PE05) BEHIND FLASHING FLANGE AND HOLD BACK" FROM DOOR FRAME ELEC/7R I GIL E30X FLASH+ I NCG PANEL I NATEizTA5LE/SILL FLASH+ I NG v0NOO1',-) SIDING S.L I D I NO GLASS DOOR FLUM51 NO FLASH+ I NO PANEL 2 � NO SCALE � NO SCALE NO SCALE NO SCALE 2) QUICK FLASH PLUMBING FLA5HIN6 510IN6 4) 1 LAYER 60 MINUTE PANEL BUILDING PAPER OVER I LAYER 60 MINUTE BUILDING I LAYER 60 MINUTE FLASHING PANEL TO CREATE SHINGLE EFFECT PAPER ON TOP OF FLA5HIN6 BUILDING PAPER 2) 26 GA. GAL.. SHEET METAL VENT BEHIND FLASHING COVER INGLUDING CAULK BEHIND FLANGE COLUMN OR WALL FRAMING 5) INSTALL KD CEDAR AT TOP AND SIDES (SECURE VENT COVER 1) DECK FLASHING BLOCK SUPPORT WITH WITH NAILS) METAL WATERTABLE/SILL FLASHING 0 51DIN6 NOTCHED AT DOORWAY BEVELED EDGE 1) PIPE OR WIRE PENETRATION 2 WAIL O TERBLOCK DOOR OPENING PREDRILL \ �\ SLOPE TO DR,41N 2X WOOD TRIM OUT AT 20 BACK BEVEL OR V.I. STONE LEDGE OR COURSE BRICK T.B.D. FIELD VERIFY I)" PT CDX PLYWOOD BEHIND BRICK COLUMNS 3) 1 LAYER 60 MINUTE BUILDING PAPER 11/I6" BRICK OR STONE AND STONE VENEERS NOTE: 6) INSTALL SIDING UNDERNEATH BOTTOM SIDE 2) 1 LAYER 60 MINUTE BUILDING PAPER OUT BOTTOM FLANGE TO CLEAR DECK OF FLA5HIN(5 PANEL 3) INSTALL WIRE LATH BEHIND CULTURED STONE VENEERS, SINGLE LAYER IN FIELD SURFACE PRIOR TO INSTALLATION DOOR P 5) DRILL HOLE FOR PIPE 4) WATERBLOCK 25 MIL 3 ) 1 LAYER 60 MINUTE BUILDING PAPER DOUBLE LAYER AT CORNERS WATERPROOF FLASHING STOP PAPER AT FLANGE AT TOP AND MEMBRANE OVER FLANGE AND SIDES OF FLANGE. RUN PAPER UNDER HOLD BACK �" FROM VENT COVER WATERBLOGK NAIL ON FLASHING AT BOTTOM OF VENT COVER SL I D I NCB GLASS DOOR C� VNATERTA5LE/SILL FLASH I NO w/BR I CI VENEER DECK C.,OA7I NO APPL I CAi 1 ONS PLUMS I NCB/�N I RE FLASH+ I NCB PANELS \/ENT GOOIER FLASH+ I NO NO SCALE NO SCALE NO SCALE NO SCALE 3) 12" WATERBLOCK NAIL 2) 12" WATERBLOGK ON FLASHING 3) 12" WATERBLOGK NAIL ON FLASHING 8) NAIL ON FLASHING WATERBLOCK 4) 12" WATERBLOGK NAIL 25 MIL ON FLA5HIN6 WATERPROOF FLASHING i) WATERBLOGK 25 MIL WINDOW MEMBRANE WATERPROOF FLASHING ROUGH TO SEAL MEMBRANE TO SEAL \ OPENING 0 AD JAMB FLA5HIN6 HEAD 5HEATHIN6 DOOR FLA5HIN6 \ I LAYER 60 0 SIDING \ \ \ MINUTE BUILDING PAPER X I LAYER 60 MINUTE < BUILDING PAPER `p STAPLE ONLY THIS AREA I" X BUILDING PAPER SHINGLED WIDTH OF WINDOW NOTES: SEALANT cv 5 „ OVER 3x5 FLASHING I" CLEAR AIR SPACE 1) 2 METAL FLA5HING5 AT TOP BETWEEN TRIM 1) 12" WATERBLOGK _ _ I100 ' ROOF TO WALL VENTING AND WINDOW NAIL ON FLASHING 2) NO CAULKING WATER TIGHT , / �� \y 055 ROOF SHEATHING OVER BETWEEN WINDOW - - DIVERTER r SEAMS (TYP) 1 i II ° 2x4 RAFTERS 24 O.G. 1) 12" WATERBLOGK FRAME AND TRIM 3 \'O TYPICAL VENT BLOCK WITH NAIL ON FLASHING 3) CAULK AT SIDING 5) 1 LAYER 60 MINUTE SCREEN OVER HOLES AND TRIM ONLY BUILDING PAPER. STOP PAPER AT WINDOW GUT FASCIA 2) DOOR PAN 5/4 INDOW !RIM TO BE FLANGE AT TOP AND APPROX. 2 SIDES OF WINDOW. RUN TO ALLOW KICKOUT FLASHING PAPER UNDER 1�" CLEAR AIR SPACE INDOW 6) WATERBLOCK 25 MIL 4) WINCLUDIN6 FLASHING AT BOTTOM CONTINUOUS 510IN6 PER ELEVATION WATERPROOF FLA5HIN6 POLYURETHANE CAULK OF WINDOW INSTALLATION MEMBRANE OVER BEHIND WINDOW FLANGE OF WRB AND WINDOW FLANGE AND AT TOP AND SIDES SIDING NOTE. 5) INSTALL DOOR 6) METAL Z FLASHING AT HOLD BACK L" FROM (SECURE WINDOW WITH GUTTER NOT SHOWN FOR CLARITY HEAD. I LAYER 60 MINUTE WINDOW FRAME NAILS PER BUILDING PAPER MANUFACTURER'S SPECS) SY I NO I NO DOOR l�l I NDOI�I FLASH+ I NO < 1 GKOUT FLASH+ I NG F I REFLAGI ROOF TNT 1 LA71 ON NO SCALE 1 O NO SCALE 11 NO SCALE 12 NO 50ALE I28-T I REG I STARED ARr—H I TEGT MIGI-1.4EL 1Z' JOHNSON STATE OF YVASi-IINGTON V J 00 � M u I� U U W M o '0 O �� U U W� � z e oo 0 0 WZ = U -C , �— NQ� _N NZN VJ O Q 7- ffnn. 4 VI � m 431 H O date: 0-r-oct-24 permit: revisions: drawn by: mvq-j C'heCl«d by: �E>�--fI-E I -ET AIC)i O� I RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 7A5L_402.1.5 N5JLA71 ON i u -\/ALu 5 ANC f=ENE57RA71CN SOU 1� N75 �®CNI ®N N75a CLIMATE ZONE 5 AND MARINE 4 ( PRESCRIPTIVE ) FENESTRATION U-FACTOR b, J 0.50 SKYLIGHT b U-FACTOR 0.50 GE I L I N6 R-VALUE e 60 WOOD FRAME WALL 9,1 R-VALUE 20+5 OR 13+10 FLOOR R-VALUE 30 BELOW -GRADE c,h WALL R-VALUE 10/15/21 INT + 575 SLAB d,f R-VALUE 4 DEPTH 10, 4 FT a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix A Table Al 01.4 of chapter 51-1 1C WAC shall not be less than the R-value specified in the table. b. The fenestration U-factor column excludes skylights. c. "10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d. R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. e. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth extends over the top plate of the exterior wall. f. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. g. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for climate zone 5 of ICC 400. h. Int. (intermediate framing) denotes framing and insulation as described in Section Al03.2.2 including standard framing 16 inches on center, 78 percent of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. i. The first value is cavity insulation, the second value is continuous insulation. Therefore, as an example, "R13+10" means R-13 cavity insulation plus R-10 continuous insulation. j. A maximum U-factor of 0.32 shall apply to vertical fenestration products installed in buildings located above 4000 feet in elevation above sea level, or in windborne debris regions where protection of openings is required under Section R301.2.1.2 of the International Residential Code. CLIMATE ZONE 5 AND MARINE 4 ( PROPOSED ) FENESTRATION U-FACTOR b, j U=.25 SKYLIGHT b U-FACTOR 0.50 GE I L I NS R-VALUE e R-60 WOOD FRAME WALL g,i R-VALUE R-25 FLOOR R-VALUE R-55 BELOW -GRADE c,h WALL R-VALUE 10/15/21 INT + 5T5 SLAB d,f R-VALUE 4 DEPTH 10, 4 FT INSULATION VALUES NAME BEEN CALCULATED USING THE 2021 CODE GOMPL I ANGE GALCULATOR OR PER ENERGY GRED I TS GHOSEN. SEE SEFERATE DOCUMENT WILL REOU I RE CONTINUOUS EXTERIOR INSULATION (R-5) AND WILL USE RIGID FOAM. WILL REOU I RE CONTINUOUS EXTERIOR INSULATION (R-5) AND WILL USE Z I P-SHEATH I N6 OR A S 1 M I LAR PRODUCT. WILL NOT REOU I RE CONTINUOUS EXTERIOR INSULATION PER WSU's GORE COMPLIANCE CALCULATOR. S C,7I ON R405 557�5 R403.3.5 Duct testing. Ducts shall be leak tested in accordance with WSU RS-33, using the maximum duct leakage rates specified. Exception: A duct air leakage test shall not be required for ducts serving ventilation systems that are not integrated with ducts serving heating or cooling systems. A written report of the results shall be signed by the party conducting the test and provided to the code official. R403.3.6 Duct leakage. The total leakage of the ducts, where measured in accordance with Section R403.3.3, shall be as follows: 1. Rough -in test: Total leakage shall be less than or equal to 4.0 cfm (113.3 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3.0 cfm (85 L/min) per 100 square feet (9.29 m2) of conditioned floor area. 2. Postconstruction test: Leakage to outdoors shall be less than or equal too cfm (113.3 Umin) per 100 square feet (9.29 m2) of conditioned floor area or total leakage shall be less than or equal to 4 cfm (113.3 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 3. Test for ducts within thermal envelope: Where all ducts and air handlers are located entirely within the building thermal envelope, total leakage shall be less than or equal to 8.0 cubic feet per minute (226.6 L/min) per 100 square feet (9.29 m2) of conditioned floor area. For forced air ducts, a maximum of 10 linear feet of return ducts and 5 linear feet of supply ducts may be located outside the conditioned space. All metallic ducts located outside the conditioned space must have both transverse and longitudinal joints sealed with mastic. If flex ducts are used, they cannot contain splices. Flex duct connections must be made with nylon straps and installed using a plastic strapping tensioning tool. Ducts located in crawl spaces do not qualify for this exception. SECT I ON R404 ELEC,,TRICAL 1=0^ER ANC L I OHTI N6 51'57 'MS R404.1 Lighting equipment. All permanently installed lighting fixtures, excluding kitchen appliance lighting fixtures, shall contain only high -efficacy lighting sources. R404.1.1 Exterior lighting. Connected exterior lighting for residential buildings shall comply with Section C405.5. Exceptions: Solar -powered lamps not connected to any electrical service. R404.1.2 Fuel gas lighting equipment. Fuel gas lighting systems shall not have continuously burning pilot lights. R404.2 Interior lighting controls. Permanently installed interior lighting fixtures shall be controlled with either a dimmer, an occupant sensor control or other control that is installed or built into the fixture. Exception: Lighting controls shall not be required for the following: 1. Bathrooms. 2. Hallways. 3. Lighting designed for safety or security. R404.3 Exterior lighting controls. Where the total permanently installed exterior lighting power is greater than 30 watts, the permanently installed exterior lighting shall comply with the following: 1. Lighting shall be controlled by a manual on and off switch which permits automatic shut-off actions. Exception: Lighting serving multiple dwelling units. 2. Lighting shall be automatically shut off when daylight is present and satisfies the lighting needs. 3. Controls that override automatic shut-off actions shall not be allowed unless the override automatically returns automatic control to its normal operation within 24 hours. A 7 1 ONAL ENS s' I NCO 'M'A7I ON : M I DEA ADVANTAGE SERIES XR HANDLER SYSTEM DLFUAA-0258 INDOOR AIR HANDLER AO SMITH SMART + EYBR I D ELEGTR I G HEAT FUMF ,WATER HEATER (UEF OF 5.bb) OR S I M LAR TO BE USED FOR THIS FROJEGT R-23 INSULATION IN EXTER I Oil/NARM ALLS- REOU I RES 5.5 .WIDE NALL GAV I TY RS I VALUE OF 4. I - JOHNS MANY I LLE OR SIMILAR TO BE USED FOR THIS FROJEGT G7RUNDFOS #Gg4I 24ci3 REG I RG FUMF 7AE5�E R406.2- EENEER 657a�AL I ZA71 ON C,,� 75 CREDITS SYSTEM DESCRIPTION OF PRIMARY HEAT I NS SOURCE TYPE ALL OTHER GROUP R-2 a FOR COMBUSTION HEAT I NS EOU I PMENT MEET I N6 O 0 MINIMUM FEDERAL EFFICIENCY STANDARDS FOR THE EOU I PMENT L I STED IN TABLE 0403.3.2(5) OR 0403.3.2(6) FOR AN INITIAL HEAT I NS SYSTEM US 1 NS A HEAT PUMP 1.5 0 THAT MEETS FEDERAL STANDARDS FOR THE 2 EOU I PMENT L 1 STED IN TABLE 0403.5.2 (2) AND SUPPLEMENTAL HEATI N6 PROVIDED BY ELECTRIC RESISTANCE OR A COMBUSTION FURNACE MEETING MINIMUM STANDARDS L 1 STED IN TABLE 0403.3.2(5) b 3 FOR HEATING SYSTEM BASED ON ELECTRIC 0.5 -0.5 RES I STANCE ONLY (EITHER FORGED AIR OR ZONAL) FOR HEATI NS SYSTEM US 1 NS A HEAT PUMP THAT 3.0 2.0 MEETS FEDERAL STANDARDS FOR THE EQU I PMENT L 1 STED IN TABLE 0403.3.2(2) OR 0403.3.2(cl) 4 OR AIR TO WATER HEAT PUMP UNITS THAT ARE GONF I SURED TO PROVIDE BOTH HEATI NS AND COOL I N6 AND ARE RATED IN ACCORDANCE WITH AHRI 550/5clO FOR HEATING SYSTEM BASED ON ELECTRIC 2.0 0 RESISTANCE WITH: 1. INVERTER -DRIVEN DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM INSTALLED IN THE LARGEST ZONE IN THE DWELL I N6, OR 2. WITH 2KW OR LESS TOTAL INSTALLED HEATING CAPACITY PER DWELL I N6 a. See Section R401.1 and residential building in Section R202 for Group R-2 scope. b. The gas back-up furnace will operate as fan -only when the heat pump is operating. The heat pump shall operate at all temperatures above 380F (3.3°C) (or lower). Below that "changeover" temperature, the heat pump would not operate to provide space heating. The gas furnace provides heating below 38°F (3.3°C) (or lower). c. Additional points for the HVAC system are included in Table R406.3. R406.3 Additional energy efficiency requirements. Each dwelling unit in a residential building shall comply with sufficient options from Tables R406.2 and R406.3 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit:........................................................................................... 5.0 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building greater than 500 square feet of heated floor area but less than 1500 square feet. 2. Medium Dwelling Unit:...................................................................................... 8.0 credits All dwelling units that are not included in #1, #3 or #4. 3. Large Dwelling Unit: .......................................................................................... 9.0 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Dwelling units serving Group R-2 occupancies:................................................6.5 credits See Section R401.1 and residential building in Section R202 for Group R-2 scope. 5. Additions 150 square feet to 500 square feet :................................................... 2.0 credits The drawings included with the building permit application shall identify which options have been selected and the point value of each option, regardless of whether separate mechanical, plumbing, electrical, or other permits are utilized for the project. 7A5�E R406.3 N S CREW 175 GRED I TS OPTION DESCRIPTION ALL OTHER GROUP R-2 b 1. EFFICIENT BU I LD I N6 ENVELOPE OPTIONS ONLY ONE OPTION FROM ITEMS 1.1 THROUGH 1.4 MAY BE SELECTED IN THIS CATEGORY. COMPLIANCE W 1 TH THE CONDUCTIVE UA TARGETS 15 DEMONSTRATED US 1 N6 SECTION R402.1.5, TOTAL UA ALTERNATIVE, WHERE [1-(PROPOSED UA/TARGET UAA > THE REG2U I RED %UA REDUCTION PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE 0.5 0.5 I.I R402.1.3 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.22. XXX PRESCRIPTIVE COMPLIANCE 15 BASED ON TABLE 1.0 1.0 XXX R402.1.3 WITH THE FOLLOWING MODIFICATIONS: XXX VERTICAL FENESTRATION U = 0.25 XXX FLOORR-38 XXX XXXENTIRE I.2 SLAB ON GRADE R-10 PERIMETER AND UNDER SLAB XXX BELOW GRADE SLAB R-10 PERIMETER AND UNDER XXX ENTIRE SLAB XXX OR XXX GOMPL I ANCE BASED ON SECTION R402.1.5: REDUCE THE TOTAL CONDUCTIVE UA BY 15% . 12a71 REG Sl"ERED AF2GFI I TEGT IH EL YNE JOHNSON STATE OME iNASHINGTON Nash ARCHITECTS 8003 118th AVENUE NE KIRKLAND, WA 98033 425-828-4117 www.nash-architects.com I� tu q) K N 0 L date: �-II-z4 permit: revisions: drown by : GY�IL checked by : MWJ �1-4E:E=T I RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR FOOTNOTES, SEE SHEET EN-3 7A5L�R406.3 CO fi � Z� 7A5LE R4063 CO fi J � 7A5LE R406.3 C�O fi J CREDITS GRED 1 T5 GRED 1 T5 OPTION DESGRI PTI ON OPTION DESCRIPTION OPTION DESGRI PTI ON ALL OTHER GROUP R-2 b ALL OTHER GROUP R-2 b ALL OTHER GROUP R-2 b 1. EFFICIENT BUILDING ENVELOPE OPTIONS 3. HIGH EFFICIENCY HVAG EQUIPMENT OPTIONS AIR -TO -WATER HEAT PUMP W 1 TH MINIMUM GOP OF 1.0 N/A 3.2 AT 47 ° F, RATED IN ACCORDANCE WITH AHR I ONLY ONE OPT 1 ON FROM ITEMS 1.1 THROUGH 1.4 MAY BE SELECTED IN THIS CATEGORY. ONLY ONE OPT 1 ON FROM ITEMS 5.1 THROUGH 5.1 O MAY BE SELECTED I N TH 15 CATEGORY. 17EM 550/5Q0 BY AN ACCREDITED OR CERTIFIED TESTING COMPLIANCE WITH THE CONDUCTIVE UA TARGETS 15 DEMONSTRATED US 1 NG SEGTI ON 5.11 MAY BE TAKEN WITH ITEMS 5.1 AND 3.30 ONLY. LAB. R402.1.5, TOTAL UA ALTERNATIVE, WHERE [ 1-(PROPOSED UA/TARGET UA)] > THE REQU I RED %UA REDUCTION �.ga d TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERM 1 T DRAWINGS SHALL SPECIFY THE OPT 1 ON FOR A SYSTEM TYPE I I N TABLE R406.2 : 1.0 1.0 BEING SELECTED, THE HEATED FLOOR AREA PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE 1.5 0.5 ENERGY STAR RATED (U.S. NORTH) GAS OR CALCULATION, THE HEATING EQUIPMENT TYPE(S), R402.1.3 W 1 TH THE FOLLOWING MODIFICATIONS: PROPANE FURNACE W 1 TH MINIMUM AFUE OF c15% THE MINIMUM EQU I PMENT EFFICIENCY, AND TOTAL INSTALLED HEAT CAPACITY (BY EQU I PMENT TYPE). VERT I GAL FENESTRATION U = 0.10 OR GE I L I NG AND S I NGLE-RAFTER OR JO I S7-VAULTED 5.10 ENERGY STAR RATED (U.5. NORTH) GAS OR R-60 ADVANCED PROPANE BOILER W 1 TH MINIMUM AFUE OF q0%. GAS -FIRED HEAT PUMP(5) MEET 1 NG ANSI Z21.40.2 AND 1.5 1.5 WOOD FRAME WALL R-21 I NT PLUS R-12 01 TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING Z21.40.4 OR GSA, WITH A MINIMUM UEF OF 1.15. FLOOR R-55 PERMIT DRAW I N65 SHALL SPECIFY THE OPTION 3 ct FOR R-2 OCCUPANCY, GAS-F I RED HEAT PUMP(S) ,3 BASEMENT WALL R-21 I NT PLUS R-12 01 BEING SELECTED AND SHALL SPECIFY THE HEATI NO MEET 1 N6 ANSI Z21.40.2 AND Z21.40.4 OR GSA, W 1 TH A SLAB ON GRADE R-1 O PERIMETER AND UNDER EQU I PMENT TYPE AND THE MINIMUM EQU I PMENT MINIMUM UEF OF 1.15, SHALL SERVE ALL UNITS. ENTIRE SLAB EFFICIENCY. BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTI RE SLAB COMB I NAT 1 ON WATER HEATING AND SPACE HEATI N6 2.5 2.5 FOR SECONDARY HEA71 N6 SYSTEM SERVING 0.5 0.5 SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: OR SYSTEM TYPE 2 IN TABLE R406.2: GAS-F I RED HEAT PUMP WATER HEATERS) MEET 1 NO COMPLIANCE BASED ON SECTION R402.1.5: AIR -SOURCE CENTRALLY DUCTED HEAT PUMP WITH TIER 2 OF THE NEEA ADVANCED WATER HEATING REDUCE THE TOTAL CONDUCTIVE UA BY 22.5%. MINIMUM HSPF OF q.5 SPECIFICATION FOR GAS -FUELED RESIDENTIAL OR STORAGE WATER HEATERS VERSION 1.0. PRESCRIPTIVE COMPLIANCE 15 BASED ON TABLE 2.5 2.0 �•2a ENERGY STAR RATED (U.S. NORTH) GAS OR OR R402.1.3 W 1 TH THE FOLLOW I NO MOD I F I GATT ONS: PROPANE BO 1 LER WITH MINIMUM AFUE OF QO%. FOR R-2 OCCUPANCY, GAS -FIRED HEAT PUMP VERTICAL FENE57RA71 ON U = 0.15 TO QUALIFY TO CLAIM THIS GRED 1 T, THE BU I LD I N6 WATER HEATERS) MEETI NO T 1 ER 2 OF THE NEEA GE I L I N6 AND 51 NGLE-RAFTER OR JO 15T-VAULTED PERM 1 T DRAW I NOS SHALL SPECIFY THE OPT 1 ON 3 0 f ADVANCED WATER HEAT 1 N6 SPEC I F I GATT ON FOR R-60 ADVANCED BE I N6 SELECTED AND SHALL SPECIFY THE HEATING GAS -FUELED RESIDENTIAL STORAGE WATER WOOD FRAME WALL R-21 I NT PLUS R- 16 01 EQU I PMENT TYPE AND THE MINIMUM EQU I PMENT HEATERS VER51 ON 1.0., SHALL SERVE ALL UNITS. 4 FLOOR R-45 EFFICIENCY. OR ' BASEMENT WALL R-21 I NT PLUS R-16 01 FOR R-2 OCCUPANCY, GAS-F I RED HEAT PUMP(5) SLAB ON GRADE R-20 PERIMETER AND UNDER AIR -SOURCE, CENTRALLY DUCTED HEAT PUMP 0.5 N/A MEETING ANSI Z21.40.2 AND Z21.40.4 OR GSA, WITH ENT 1 RE SLAB W 1 TH MINIMUM HSPF 2 OF 5.1 (HSPF OF 01.5). A MINIMUM UEF OF 1.15, SHALL SERVE ALL UNITS. BELOW GRADE SLAB R-20 PERIMETER AND UNDER I N AREAS WHERE THE WINTER DESIGN TO QUALIFY TO CLAIM THIS GRED 1 T, THE BU I LD I N6 ENTIRE SLAB TEMPERATURE AS SPECIFIED I N APPENDIX RC PERMIT DRAWINGS SHALL SPECIFY THE OPTION OR 15 23 ° F OR BELOW, A GOLD CLIMATE HEAT PUMP BE I NO SELECTED AND SHALL SPECIFY THE WATER COMPLIANCE BASED ON SECTION R402.1.5: FOUND ON THE NEEP GC A5HP QUALIFIED HEATER EQUIPMENT TYPE AND THE MINIMUM REDUCE THE TOTAL GONDUCTI VE UA BY 50%. 3 a,c,d PRODUCT L 1ST SHALL BE USED. EQU I PMENT EFFICIENCY AND, FOR SOLAR WATER HEAT 1 N6 SYSTEMS, THE CALCULA71 ON OF THE TO QUALIFY TO CLAIM THIS GRED I T, THE MINIMUM ENERGY SAV I NOS. BU I LD I N6 PERMIT DRAWINGS SHALL SPECIFY 2. A I R LEAKAGE CONTROL AND EFF 10 1 ENT VENTI LA71 ON OPTI ONS THE OPTION BE I NO SELECTED AND SHALL ONLY ONE OPT 1 ON FROM ITEMS 2.1 THROUGH 2.5 MAY BE SELECTED I N TH 15 CATEGORY. SPECIFY THE HEAT 1 NO EQU I PMENT TYPE AND CONNECTED THERMOSTAT MEETI NO ENERGY STAR 0.5 0.5 THE MINIMUM EQU I PMENT EFFICIENCY. CERTIFIED SMART THERMO5TAT5/EPA ENERGY STAR SPEC I F I CATIONS. COMPLIANCE BASED ON SECTION R402.4.1.2: 1.0 1.0 5.110 TO QUALIFY TO CLAIM THIS GRED 1 T, THE BUILDING CLOSED -LOOP GROUND SOURCE HEAT PUMP; W 1 TH 1.5 1.0 REDUCE THE TESTED AIR LEAKAGE TO 2.0 AIR A MINIMUM GOP OF 5.3 PERMIT DRAW I N65 SHALL SPECIFY THE OPT 1 ON GHAN6ES PER HOUR MAXIMUM AT 50 PASCALS, OR OR BEING SELECTED AND SHALL SPECIFY THE FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE THERMOSTAT MODEL. BASED ON SECTION R402.4.1.2: REDUCE THE TESTED OPEN LOOP WATER SOURCE HEAT PUMP WITH A AIR LEAKAGE TO 0.25 GFM/FT2 MAXIMUM AT 50 a d 3 '4 MAXIMUM PUMPING HYDRAUL I G HEAD OF 150 FEET AND MINIMUM GOP OF 3.6. 4. HIGH EFFICIENCY HVAG DISTRIBUTION SYSTEM OPTIONS PASCALS TO QUALIFY TO CLAIM THIS GRED 1 T, THE BUILDING AND PERMIT DRAWINGS SHALL SPECIFY THE OPTION ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS BEING SELECTED AND SHALL SPECIFY THE HEATING HVAC EQUIPMENT AND ASSOCIATED DUCT 0.5 N/A 2.1 DETERMINED BY SECTION M 1505.3 OF THE EQU I PMENT TYPE AND THE MINIMUM EQU I PMENT SYSTEM(5) 1 N5TALLAT I ON SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE OR SEGTI ON EFFICIENCY. REQUIREMENTS OF SEGTI ON R403.3.2. 403.5 OffNTHSNAT I ONAL MECHANICAL CODE ELECTRIC RESISTANCE HEAT, HY]7RON I G HEATING SHALL BE MET W 1 TH A HEAT RECOVERY DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM, ZONAL 1.5 2.0 AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED VENTILATION SYSTEM WITH MINIMUM SENSIBLE CONTROL: IN HOMES WHERE THE PRIMARY SPACE UNDER THIS OPTION. HEAT RECOVERY EFFICIENCY OF 0.65. HEAT 1 N6 SYSTEM 15 ZONAL ELECTRIC HEAT 1 N6, A DIRECT COMBUSTION HEAT 1 NG EQU I PMENT W 1 TH TO QUALIFY TO CLAIM THIS CREDIT, THE BU I LD I N6 DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM W 1 TH A 4.1 AFUE LESS THAN 50% IS NOT PERMITTED UNDER PERM 1 T DRAWINGS SHALL SPECIFY THE OPT 1 ON MINIMUM HSPF 2 OF q (HSPF OF 10.0) SHALL BE THIS OPTION. BEING SELECTED, THE MAXIMUM TESTED BUILDING INSTALLED AND PROVIDE HEAT 1 NG TO THE TO QUALIFY TO CLAIM THIS GRED 1 T, THE BUILDING AIR LEAKAGE, AND SHALL SHOW THE QUAL I FY I N6 LARGEST ZONE OF THE HOUSING UNIT. PERMIT DRAWINGS SHALL SPECIFY THE OPTION VENTILATION SYSTEM AND ITS CONTROL SEQUENCE TO QUALIFY TO CLAIM THIS GRED 1 T, THE BUILDING BEING SELECTED AND SHALL SPECIFY THE HEAT 1 NG OF OPERATION. PERM 1 T DRAWINGS SHALL SPECIFY THE OPT 1 ON EQU I PMENT TYPE AND SHALL SHOW THE LOCA71 ON BEING SELECTED AND SHALL SPECIFY THE OF THE HEATING AND COOLING EQU I PMENT AND COMPLIANCE BASED ON SECTION R402.4.1.2: 1.5 1.5 HEAT 1 N6 EQU I PMENT TYPE AND THE MINIMUM ALL THE DUCTWORK. REDUCE THE TESTED AIR LEAKAGE TO 1.5 AIR EQU I PMENT EFFICIENCY. CHANGES PER HOUR MAXIMUM AT 50 PASCALS, OR FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE XXX AIR -SOURCE, CENTRALLY DUGTED HEAT PUMP W 1 TH 1.0 N/A 5. EFFICIENT WATER HEAT 1 N6 OPTIONS BASED ON SECTION R402.4.1.2: REDUCE THE TESTED XXX MINIMUM HSPF 2 OF q.4 (HSPF OF 11.0). ONLY ONE OPTION FROM ITEMS 5.3 THROUGH 5.5 MAY BE SELECTED IN THIS CATEGORY. ITEMS AIR LEAKA612 TO 0.20 GFM/FT MAXIMUM AT 50 XXX A CENTRALLY DUGTED AIR SOURCE GOLD CLIMATE 5.1 AND 5.2 MAY BE COMB 1 NED WITH ANY OPTION. PASCALS XXX VARIABLE CAPACITY HEAT PUMP (CC VCHP) FOUND AND XXX XXX ON THE NEEP CO VCHP QUALIFIED PRODUCT L 1ST A DRAIN WATER HEAT RECOVERY UNIT(5) SHALL BE 0.5 0.5 ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS WITH A MINIMUM OF q HSPF 2 (1 O HSPF) MAY BE INSTALLED, WH I GH CAPTURES WASTE WATER HEAT 2.2 DETERMINED BY SEGTI ON M 1505.3 OF THE USED TO SATISFY THIS REQUIREMENT. FROM AT LEAST TWO SHOWERS, INCLUDING I NTERNAT 1 ONAL RESIDENTIAL CODE OR SECTION IN AREAS WHERE THE WINTER DES 1 GN TUB/SHOWER COMB I NAT 1 ON5. 1 T 15 ACCEPTABLE, 403.5 OF THE INTERNATIONAL MECHANICAL CODE 3 6 a TEMPERATURE AS SPECIFIED IN APPENDIX RG 15 BUT NOT REQU I RED, FOR SINK WATER TO BE SHALL BE MET WITH A HEAT RECOVERY VENTILATION 25°F OR BELOW, AN AIR SOURCE CENTRALLY CONNECTED. UNIT SHALL HAVE A MINIMUM SYSTEM W 1 TH MINIMUM SENSIBLE HEAT RECOVERY DUGTED HEAT PUMP SHALL BE A GOLD CLIMATE EFFICIENCY OF 40% IF INSTALLED FOR EQUAL FLOW EFFICIENCY OF 0.75. VARIABLE CAPACITY HEAT PUMP AS LISTED ON THE OR A MINIMUM EFFICIENCY OF 54% IF INSTALLED TO QUALIFY TO CLAIM THIS GRED I T, THE BUILDING NEEP QUALIFIED PRODUCT LIST. �' FOR UNEQUAL FLOW. SUCH UNITS SHALL BE RATED PERMIT DRAWINGS SHALL SPECIFY THE OPTION XXX TO QUALIFY TO CLAIM TH 15 CREDIT, THE BUILDING IN ACCORDANCE W 1 TH GSA 855.1 OR I APMO 160 BEING SELECTED AND SHALL SPECIFY THE MAXIMUM XXX PERM 1 T DRAW I N65 SHALL SPECIFY THE OPT 1 ON 346-2017 AND BE SO LABELED. TESTED BUILDING AIR LEAKAGE AND SHALL SHOW BEING SELECTED AND SHALL SPECIFY THE HEATING TO QUALIFY TO CLAIM THIS GRED 1 T, THE BUILDING THE HEAT RECOVERY VENTILATION SYSTEM. EQU I PMENT TYPE AND THE MINIMUM EQU I PMENT PERM 1 T DRAWINGS SHALL INCLUDE A PLUMBING rd EFFICIENCY. DIAGRAM THAT SPECIFIES THE DRAIN WATER HEAT RECOVERY UNITS AND THE PLUMBING LAYOUT COMPLIANCE BASED ON SEGTI ON R402.4.1.2: 2.0 2.0 NEEDED TO INSTALL 17. LABELS OR OTHER REDUCE THE TESTED AIR LEAKAGE TO Ob AIR DUCTLESS 5PL17 SYSTEM HEAT PUMPS W17H NO 2.0 3.0 DOCUMENTATION SHALL BE PROVIDED THAT CHANGES PER HOUR MAXIMUM AT 50 PASCALS, OR ELEGTR I G RES 1 STANCE HEAT 1 NO IN THE PRIMARY DEMONSTRATES THAT THE UN 1 T COMPLIES W 1 TH FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE LIVING AREAS. A DUCTLESS HEAT PUMP SYSTEM THE STANDARD. BASED ON SEGTI ON R402.4.1.2: REDUCE THE W 1 TH A MINIMUM HSPF 2 OF cl (HSPF OF 10) SHALL BE TESTED AIR LEAKAGE TO 0.15 GFM/FT2 MAXI MUM AT 51 ZED AND INSTALLED TO PROVIDE HEAT TO ENTIRE 50 PASCALS DWELLING UNIT AT THE DESIGN OUTDOOR AIR FOR COMPACT HOT WATER DISTRIBUTION SYSTEM 0.5 0.5 AND TEMPERATURE. GRED 1 T, THE VOLUME SHALL STORE NOT MORE THAN -r EXCEPTION: IN HOMES WITH TOTAL HEATING LOADS 16 OUNCES OF WATER BETWEEN THE NEAREST ALL WHOLE HOUSE VENTILATION REQUIREMENTS a,d,e OF 24,000 OR LESS US 1 N6 MULTI -ZONE MINI -SPL 1 T SOURCE OF HEATED WATER AND THE TERM I NA71 ON AS DETERMINED BY SECTION M 1505.3 OF THE SYSTEMS W 1 TH NOMINAL RA71 N65 OF 24,000 OR OF THE FIXTURE SUPPLY PIPE WHERE CALCULATED 2.3 INTERNATIONAL RESIDENTIAL CODE OR SECTION LESS, THE MINIMUM HSPF 5 TO CLAIM THIS GRED 1 T USING SECTION R403.5.2. CONSTRUCTION 403.5 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE S.Ia HSPF 2 (OR q HSPF). DOCUMENTS SHALL INDICATE THE OUNCES OF SHALL BE MET W 1 TH A HEAT RECOVERY TO QUALIFY TO CLAIM THIS GRED 1 T, THE BUILDING 5.2 WATER IN PIPING BETWEEN THE HOT WATER SOURCE VENTILATION SYSTEM W 1 TH MINIMUM SENSIBLE PERMIT DRAWINGS SHALL SPECIFY THE OPTION AND THE TERMINATION OF THE FIXTURE SUPPLY. HEAT RECOVERY EFFICIENCY OF 0.50. DUCT BEING SELECTED, THE HEATED FLOOR AREA WHEN THE HOT WATER SOURCE 15 THE NEAREST I N5ULAT1 ON SHALL COMPLY W 1 TH SECTION CALCULATION, THE HEAT 1 NO EQU I PMENT TYPE(S), PRIMED PLUMBING LOOP OR TRUNK, THIS MUST BE R403.3.2 . TO QUALIFY TO CLAIM THIS GRED 1 T, THE BUILDING THE M I N I MUM EQU I PMENT EFF I G I ENGY, AND TOTAL PRIMED W 1 TH AN ON DEMAND REC I RCULA71 ON PUMP PERM 1 T DRAW I N65 SHALL SPECIFY THE OPT 1 ON INSTALLED HEAT CAPACITY (BY EQU I PMENT TYPE). AND MUST RUN A DED I GATED AMBIENT RETURN LINE FROM THE FURTHEST FIXTURE OR END OF LOOP TO BEING SELECTED AND SHALL SPECIFY THE THE WATER HEATER. MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL SHOW THE HEAT RECOVERY VENTILATION TO QUALIFY FOR THIS GRED I T, THE DWELLING MUST SYSTEM. HAVE A MINIMUM OF 1.5 BATHROOMS. FOR FOOTNOTES, SEE SHEET EN-5 �71 F2EG I STE:2ED AR-r-H I TEGT MIGH EL YNE JOHNSON STATE OF YVA5HINGTON Nash ARCHITECTS 8003 118th AVENUE NE KIRKLAND, WA 98033 425-828-4117 www.nash-architects.com III II� N 0 L Q date: �-II-z4 permit: revisions: drawn by: GY�IL GhPGiGPd by: MJN,1 i-4 E_ E= T RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �A5�E R40&.5 �® 7 J 7) CREDITS OPTION DESCRIPTION ALL OTHER GROUP R-2 b WATER HEATING SYSTEM SHALL INCLUDE THE 0.5 0.5 FOLLOWING: ENERGY STAR RATED GAS OR PROPANE WATER �.� HEATER WITH A MINIMUM UEF OF 0.50. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAW I NGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EOU I PMENT EFFICIENCY. WATER HEATING SYSTEM SHALL INCLUDE ONE OF 1.0 1.0 THE FOLLOWING: ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF O.qI OR SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER. SOLAR WATER HEATING WILL PROVIDE A RATED MINIMUM SAV I NGS OF 85 THERMS OR 2000 KWH BASED ON THE SOLAR RATING AND CERTIFICATION CORPORATION (SROO) ANNUAL PERFORMANCE OF 5.4 06-300 CERTIFIED SOLAR WATER HEATING SYSTEM OR WATER HEATER HEATED BY GROUND SOURCE HEAT PUMP MEETING THE REQUIREMENTS OF OPTION 3.4. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAW I NGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQU I PMENT TYPE AND THE MINIMUM EOU I PMENT EFFICIENCY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE MINIMUM ENERGY SAV I NGS. WATER HEATING SYSTEM SHALL INCLUDE ONE OF 15 1.5 THE FOLLOWING: GAS-F I RED HEAT PUMP WATER HEATERS) MEETING TIER 2 OF THE NEEA ADVANCED WATER HEATING SPECIFICATION FOR GAS -FUELED RESIDENTIAL STORAGE WATER HEATERS VERSION I.O. OR FOR R-2 OCCUPANCY, GAS-F I RED HEAT PUMP WATER HEATERS) MEETING TIER 2 OF THE NEEA ADVANCED WATER HEATING SPECIFICATION FOR GAS -FUELED RESIDENTIAL STORAGE WATER HEATERS VERSION I.O. SHALL SUPPLY DOMESTIC HOT WATER TO ALL UNITS. OR FOR R-2 OCCUPANCY, GAS-F I RED HEAT PUMP WATER HEATERS) MEETING ANSI Z2I.40.2 AND Z2I.40.4 OR GSA, WITH A MINIMUM UEF OF 1.15, SHALL SUPPLY DOMESTIC HOT WATER TO ALL UNITS. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAW I NGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EOU I PMENT TYPE AND THE MINIMUM EOU I PMENT EFFICIENCY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE MINIMUM ENERGY SAV I NGS. WATER HEATING SYSTEM SHALL INCLUDE ONE OF 2.0 2.5 THE FOLLOWING: ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION OR FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR TIER III �.6 OF NEEA'S ADVANCED WATER HEATING SPECIFICATION, SHALL SUPPLY DOMESTIC HOT WATER TO ALL UNITS. IF ONE WATER HEATER 15 SERVING MORE THAN ONE DWELLING UNIT, ALL HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED WITH R-8 MINIMUM PIPE INSULATION. TO DUAL I FY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAW I NGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQU I PMENT TYPE AND THE MINIMUM EQU I PMENT EFF I C I ENOY. WATER HEATING SYSTEM SHALL INCLUDE ONE OF 2.5 3.0 THE FOLLOWING: ELECTRIC HEAT PUMP WATER HEATER WITH A MINIMUM UEF OF 2.ci AND UTILIZING A SPLIT SYSTEM CONFIGURATION WITH THE AIR -TO -REFRIGERANT HEAT EXCHANGER LOCATED OUTDOORS. EOU I PMENT SHALL MEET SECTION 4, REQUIREMENTS FOR ALL UNITS, OF THE NEEA STANDARD ADVANCED WATER HEATING SPECIFICATION WITH THE UEF NOTED ABOVE OR FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION AND UTILIZING A SPLIT SYSTEM CONFIGURATION WITH THE AIR -TO -REFRIGERANT HEAT EXCHANGER LOCATED OUTDOORS, SHALL SUPPLY DOMESTIC HOT WATER TO ALL UNITS. IF ON WATER HEATER 15 SERVING MORE THAN ONE DWELLING UNIT, ALL HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED WITH R-8 MINIMUM PIPE INSULATION. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAW I NGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQU I PMENT TYPE AND THE MINIMUM EOU I PMENT EFFICIENCY. MPO� WI a. An alternative heating source sized at a maximum of 0.5 Waftslft-' (equivalent) of heated floor area or 500 Watts, whichever is bigger, may be installed in the dwelling unit. b. See Section R401.1 and residential building in Section R202 for Group R-2 scope. c. Option 3.11 can only be taken with Options 3.1 and 3.3. To qualify to claim Option 3.11 with 3.3, the system shall be a 1-2 speed heat pump system. Variable capacity heat pumps are ineligible from claiming this option. d. This option may only be claimed if serving System Type 4 or 5 from Table R406.2. e. Primary living areas include living, dining, kitchen, family rooms, and similar areas. f. Option 3.10 may one be taken with Efficient Water Heating Option 5.1 or 5.2. Equipment sizing for space heating shall be calculated as provided in Section R403.7 with increased capacity to provide a minimum of 75 percent of peak hot water demand or shall be sized in accordance with approved manufacturer's specifications or guidance. Supplementary heat for water heating shall be in accordance with Section R403.5.7. i 12H71 I\\/> R3=GISTERED ARGF-f I TEGT s� MIGH EL YNE IOHNSON STATE OF YVASHINGTON Nash ARCHITECTS 8003 118th AVENUE NE KIRKLAND, WA 98033 425-828-4117 www.nash-architects.com tL Z 0 tu 1 UI N 0 L date: 5—II-24 permit: revisions: drawn by: GWL checked by: MWJ H E_ E= -F N — 5 RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT YJrltten dimensions on this drawing shall have precedence over scaled dimensions. Gontactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to Fri with the work, or the contractor shall accept full responsibility for the cost to rectify same. ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OBS 50LID GDX 24-0 PLYWOOD SHEATHING; 8d @) 6"O.G. EDGE 2x P.T. SILL 8d (9 12" O.G. FIELD (7/16" OSB AGX PLYWD @ EVES) 24" GARDBOARD BAFFLE MIN. I5# UNDERLAYMENT ALLOW FOR I" AIR 5PAGE NAIL 6" EDGE, 12" FIELD MIN. EXTEND 12" ABOVE WITH Sd NAILS, U.N.O. INSULATION. � cSJ 7 a O a I Z SOLID SHEATHING a OR GDX PLYWD. WHERE EXPOSED N TO WEATHER TOP PL. IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'6. W/ ' 2" 5GREENED VENT HOLES WITH 1/4" GORRP510N RE515TANT METAL MESH GOVERIN6 F I N. FLR. TOP PL. (2) 2x TOP PLATE, LAP GOF OFFSET END JOINTS BY 48" '46" OSB. OR PLYWD. SHEATHING. NAIL 6" EDGE, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 2x STUDS @ 16" O.G. TYP. SIDING, 5EE PLAN FOR TYPE #4 REBAR W "J" BAR 5/8"X 10" ANGHOR BOLT W/ 3"X3"X I/4 " PLATE WASHERS @ 48" o.G. NO LESS THAN 02" 4 NO MORE THAN 12" FROM EA. END SILL GORNER, JOINT, END, OPENING ETG. 7" MIN. EMBEDMENT INTO GONG. EXGEPT SHEAR WALLS - SEE SHEAR WALL NAILING SGHEDULE. #4 REBAR (g 16" O.G. HORIZONTAL #4 REBAR (g 48" O.G. VERTICAL 3" MIN. LR. TYP. ALL FOOTIN65 TO BEAR ON BEARING SO I L APPROVED TRUSSES BEARING MANUFACTURER'S SEAL. SEE ROOF FRAMING PLAN '� I '� FOR SPACING 2 5 1 �. FOU I TAT 1 ON �l =�F.TA I L INSULATE PER W5EG C� SCALE: N.T.S. LIB NO AREA FIRE BLOCK ALL VERTI GAL OPENINGS IN WALLS AT PLATES AND FLOORS ENGINEERED JOISTS, 51ZE AND 5PAGIN6 PER PLAN OR FLOOR TRUSSES %2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER (g WALLS AND GEILIN65 LIVINO AREA FIRE BLOCK ALL VERTICAL OPENIN65 IN WALLS AT PLATES AND FLOORS J"X 10" ANGHOR BOLT W/ 3"X3"X" PLATE WASHERS @ 48" o.G. NO LESS THAN 4�" $ NO MORE THAN 12" FROM EA. END SILL GORNER, JOINT, END, OPENING ETG. 7" MIN. EMBEDMENT INTO GONG. EXGEPT SHEAR WALLS - SEE SHEAR WALL NAILING SGHEDULE. SHEAR NALL PER PLAN DOUBLE STUD a EACH. STRAP EDGE RIM JOIST M5T40 a GENTERL I NE OF RIM JOIST PONY WALL (2) 2X4'e, © 16" O.G. OR (1) 2X6 © 16"0 G. MIN. -7/16" PANEL SHTCG. BLOGKEI7 EDGES 8d� 6" O.G. � EDGES 8dcg) 12" O.G. IN FIELD OR SHEAiR1NALL NA I L I NCG PER PLAN HOLDOWN PER GRADE II <X II Q 0 s " Tff G FLR. SHTG. _FLOOR JOIST PER PLAN A.B. FDTN. PER T T F. DETAIL PONY WALL aET?.I L 6 SCALE: N.T.S. TOP FLANGE JOIST HANGER PER PLAN—\ 2x BOTTOM PLATE 3/4" Ta O PLYWOOD SUB -FLOOR 2x P.T. SILL (GLUED 4 NAILED) NAIL 6" EDGE, INSULATE PER WSEG., \11112" FIELD W/ IOd NAILS. SOLID BLOGKING FIN. FLR.11�BR6. WALL ABOVE TYP. z_- 4"<P D.S. TIOHTLINE, POSITIVE T_ 1 DRAIN TO STORM SYSTEM I� 4 FIN. GRADE TO SLOPE AWAY FROM BUILDING77 z \ ENGINEERED JOISTS, SIZE AND \\ \ 48�� MAX. �RA�LSfA� SPACING PER PLAN, UNBALANGED Z (TALLER WALLS PER PLAN) SEE FOUNDATION PLAN FOR BEAM SIZE a 2x4 GUSSET EA. SIDE �_ \\\\ ° REBAR PLACEMENT POST SIZE SPACING SEE DETAIL #2 ABOVE a0# FELT "SIMNG. POST TTO GONG. ° Z 6 MIL. POLY VAPOR BARRIER a ° \ o a a ilk m ALL REINFORCEMENT 4 <P PERF. FOOTING DRAIN TILE MUST BE TIED IN PLACE W/ GLOTH COVER $ GRANULAR FOR FOUNDATION INSPEGITON GOVER A5 REO'D. BY SOIL CONDITIONS SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR FT6. / FDN. 51ZE FOR PAD 51ZE ALL FOOTIN65 TO BEAR ON ALL FOOTINGS TO BEAR ON BEARING SOIL BEARING SOIL \\ T1'P I GAL. IWIAL.L. 5EG71 ON5 C� SCALE: N.T.S. HANDRAIL: GRIP 11/4" - 2" <P PROJECTION FROM WALL NO LESS THAN I%2" OPEN RAIL: OPEN 5PAGE BETWEEN PICKETS SHALL BE LE55 THAN 4" GLEAR - 2X4 STOP — 2-2X HEADER FLOOR JOIST FIREBLOGK STAIRS: ONGE IN TOP 4 BOTTOM OF RUN BETWEEN STRINGERS 4 ALONG RUN BETWEEN STUDS USABLE 5PAGE UNDER STAIRS TO BE I HR FIRE GONSTRUGTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR GEILIN6) m r \\ 57AI R O fiAL - 7YP1 GAL. C� SCALE: N.T.S. EA 4" GONG 4" GRAM NOS I N6 HANGER 0 ` 3-2x12 STRINGERS Q LU 2X4 BLOGKIN6 Z (FIRE5TOP) co -1 — FIREBLOGKS \S� STAIR NOTES: RISER HE I OHT = —5/4" MAX. TREAD DEPTH = 10" MIN. NASH AND ASSOCIATES GENERAL NOTES: I. All construction per applicable codes and ordinances. 2021 IRG, IBC.-2021 WASH I NOTON STATE ENERGY CODE 2. Verify all dimensions on job site. Bring discrepancies to the attention of Owner and/or Designer. 5. Owner w111 verify window sizes and manufacturer(s) with framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2021 IBG. 6. Truss manufacturer shall supply shop drawings to Owner and framer to review and approve before fabrication. 7. Owner will verify electrical and heat layouts with installer before installation. 8. Under all parallel bearing walls, use double joists or as noted on plan. Double joist (or extra TJI) under all non - bearing parallel walls. a. TJI products to be installed per manufacturer's Installation guide and approved reports. IO.All metal connections to treated wood shall be at a minimum; tri Ie zinc ZMAX (6185 per ASTM A653); Hot Dip 6alvanze ASTM A123 for connectors and ASTM155 for fasteners and anchors. 11. Al I bathroom fans, kitchen hood, and dryer ducts shaI I be exhausted through the attic to the roof or through the floor system to an outside wall. All wall ducts shall terminate at least 36" from a window opening. CLIMATIC AND GEOGRAPH I C, DESIGN CRITERIA: TERMITE: SLIGHT TO MODERATE DEGAY: SLIGHT TO MODERATE WINTER DESIGN TEMP: 26 ° IGESHIELD REQUIRED: YES FLOOD HAZARDS: 2005 Igg2 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 46 DESIGN DATA: ROOF LOADS: LL 25#/SF (SNOW) OL 15#/SF TOTAL 40#/5F FLOOR LOADS: LL 40#/SF DL 10#/SF TOTAL 50#/SF DECK LOADS: LL 60#/SF DL 10#/5F TOTAL 70#/SF SOIL 1500 P5F MINIMUM CONCRETE: 2500 P51 AFTER 28 DAYS (51/2 5AGK MIX) -5000 PSI FOR EXTERIOR FOUNDATION WALLS, PORGHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT 15 BETWEEN 5-7% (TABLE 402.2 IRG) MASONRY PER 2021 IBG STEEL: PER 2021 IBG (GRADE 60) WOOD : PER 2021 IBG NAILING PER 2021 IRG NAILING PER TABLE R602.3(I), R802.10 WIND: 85 MPH SEISMIC,: ZONE - DI V = see design Galculations(Wdl) WEATHERING POTENTIAL: MODERATE FR05T LINE: 12" E.F.P.: 45 PSF 4" BEAM: DOUGLAS FIR #2 6" BEAM: fv = 85 fb = 875 PSI E = 1,600,000 4 POST: DOUGLAS FIR #2 6" POST: fv = 85 fb = 875 PSI E = 1,300,000 JOISTS $ RAFTERS HEM FIR #2 STUDS: fv = 75 fb = 850 P51 E = 1,900,000 6LU-LAM BEAMS: fv = 1(25 psi fb = 2,400 psi (reduced by size factor, CF*KI) E = I BOO,000 psi NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE NOTED ON THE PLANS. 1. SUBFLOOR: T46 PLYWOOD OR 05B APA RATED 5TURD-I-FLOOR 16" O.G., 5/4" WALL $ ROOF SHEATHING: APA RATED 5HEATIN6 24/I6 7/16" FOOTING FOR : 8" WALL - 18"x 12" FOOTING 24" BELOW GRADE #4 STUB STEEL - 45" o.G. VERT. UNLESS NOTED OTHERWISE 12 e, FZE 0HITr= EI7 AP -OH I TEGT MIGi4 EL YNE JOHNSON STATE OF 111ATHINOTON C/) r !1 V J 00 N � M O -�J U Q � z N 00 0 0 00 lu y date: 03- I6-24 permit: revisions: drawn by: RO checked by: SHEET I ESUB ;t 25 2024 FY OF EDMONDS _OPMENT SERVICES DEPARTMENT