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APPROVED PLN FIR BLD RESUB1 BLD2024-1041+Architectural_Plan+10.24.2024_6.28.52_PM+4580716Written dlmenslons on thls drawing shall have precedence over scaled dlmenslons. Gontactor shall verlfy all dlmenslons, condltlons, etc., pertaining to the work before proceeding. The Owner must be notified of any variatlona from the dlmenslons and/or conditions shown on these drawings. Any such varlatlon shall be resolved by the Owner prlor to proceeding with the work, or the Gontractor shall accept full responslblllty for the cost to rectify same. I U) N NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, PAINTED OR CEDAR. 2. CAULK AND SEAL ALL W I NDOW/DOOR AND EXTERIOR EN\/ELOPE PENETRATIONS. 5. GLAZING PER STATE ENERGY GODS. 4. PROTEGT I ON FROM DECAY 15 REOU I RED FOR ALL WOOD 51 D 1 NG AND WALL FRAMING LESS THAN 2" ABO\/E CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER S. REFER TO ALL ELE\/ATIONS FOR TYPICAL NOTES. 6. S.G. = SAFETY OLA55 SLASH I NG NOTE I MUM BUILDING HE I GHT 9) 5416.60' HE 1 GHT OF STRUCTURE 5C16.25' OR UPPER FLOOR P.L. 8" EXPOSURE HORIZONTAL Q SIDING TYPICAL- I Q IX-4 CORNER FIN. FLR. UPPER MAIN FLOOR P.L. RAISED HEEL > 0 oO FIN. FLR. MAIN O o 8-TZ.00' — —F1L==Jn— — — l� r O A Tom= is =-, I A i, o STONE \/ENEER INSTALL PER MFD. SPEC I F I GAT I ONS TREATED PLYWOOD BEHIND ALL AREAS W 1 TH STONE 7—�' ON7 E:L-E:'\/AT 1 ON. SEE GENERAL NOTES 0 00 SCALE: 1/4" = 1'-0" APPRO\/ED GORROS I ON-RES 1 STANT FLASH I NCB SHALL BE APPLIED SH I NC�LE FASHION IN SUCH A MANNER TO PRE\/ENT ENTRY OF WATER INTO THE WALL CA\/ITY OR PENETRATION OF WATER INTO ��. .. ...�.�..�.�..�.�..�.�........... 'NE .ME..ME.ME.■ ME. ME.. ME. ME.. ME. ME.. ME. ME.. ME. ME.. ME. ME NJ THE BU I LD I NCB STRUCTURAL FRAMING COMPONENTS ; 1 THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPRO�/ED GORROS I ON OBTAIN A SEPARATE '. OBTAIN ELECTRICAL RESISTANT FLASH I NCB SHALL BE INSTALLED AT THE FOLLOW I NCB LOCATIONS: 1 1 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW PLUMBING PERMIT PERMIT FROM AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR VqALL FINISH OR TO THE WATER RES ST \/E BARRIER FOR SUBSEQUENT FROM THE CITY OF STATE LABOR & DRA I NACRE 2. AT THE INTERSECTION OF CH 1 MNE-i 5 OR OTHER MASONRY E D M O N D S. INDUSTRIES CONSTRUCTION WITH FRAME OR STUCCO WALLS 1 1 5. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR 1 1 METAL GOPINC�S AND SILLS 1 1 Ell 1�.�..�.�..�.�..�.�..�.�..�.�..�.�..�.�.� 4. GONTINUOUSLY ABO\/E ALL PROJECTING WOOD TRIM S. WHERE EXTERIOR PORGHES, DECKS, OR STAIRS ATTAGH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUGTI ON 6. AT WALL AND ROOF INTERSECTIONS -7. AT BUILT IN GUTTERS 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 UPPER FLOOR P.L.- FIN. FLR. UPPER MAIN FLOOR P.L. — — FIN. FLR. MAIN 11 (s.r,.) t1i U SEE GENERAL NOTES SCALE: 1/4" = 1'-0" ASPHALT COMP. SH I NOL ON 15# FELT METAL GUTTER ON 2X8 FASG I A BOARD BOARD AND BATTEN S 1 D I NC-7- I X5 BATTENS -(D 16" O.G. W/ PLYWOOD OR HARD I -PANEL BEHIND CGAL\/AN I ZED METAL ROOF I NCB � LOWER ROOF, A_RF? .. EN.. EN.. NE LOT LINE STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION 1 CONSTRUCTION & DEMOLITION 1 i MATERIAL MANAGEMENT ! 1 PER THE REQUIREMENTS OF IRC APPENDIX Y APPLY TO 1 THIS PROJECT. PROVIDE THE REQUIRED REPORTS 1 INCLUDING THE FOLLOWING: 1 1SALVAGE ASSESSMENT FORM1 1 ■ WASTE DIVERSION REPORT ! ■ SEPARATE CONTAINERS 1 1 ! SOLAR READY 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 1 5aUARZE FOOTAGES MAIM 1401 UFFE� P FRIG TOTAL_ 526-7 0Af;,:' A0E: & I GOV���D 118 f=A7I O ADDRESS NOTE: APPROVED BY PLANNING Dec 1 Q 2024 ADDRESS NUMBERS SHALL DE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" AND TO BE ON A CONTRASTING BACKGROUND PER IRC 51 q.1 1 1 INTERCONNECT SMOKE ALARMS ARE A REQUIRMENT j 1 OF THIS PERMIT IN ACCORDANCE WITH R314.4. 1 WSEC COMPLIANCE REPORT FOR BUILDING 1 1 THERMAL ENVELOPE PRIOR TO C.O. 1 1 SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING: ! 1 ! Reinforced Concrete Observation by j 1 Spray applied Fireproofing design professional 1 Bolting in Concrete Structural Masonry 1 Smoke Control Systems Grading/soils j Prestressed Concrete Structural Steel/welding j 1 Lateral Wood Retaining Wall Block Installation 1 Shotcrete High Strength Bolting 1 Retaining Wall Footings 1 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE City Of Edmonds Building Department Work NEW SFR Address 22216 98TH AVE W ------------------------------------------ --------------------------------------------- Owner ' DELECT HOMES ---------------------------- ------ Approved Date, 10/28/2024 �.............'�....--'- ------ -- Building Official -- -- -- --- Permit Number:BLD2024-1041 ------------------------------------- 128-! I \ REGISTERED \I ARGi--IITEGT MIGH EL YNE JOHNSON STATE OF YJA5HINGTON VJ i-El o `C �T� U z O H 12 � U H N 00 I� 00 r r 0 00 a) E E U 4-3 �- NQ� a)NzN VJ O Q �z rn. O V z VI 43 rrnn. H O L 0- date: o�-oa-z4 permit: rP�V 1510n5 drawn by G%10GiG0cT �by: MWJ I 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 Gontractor shall accept full responsibility for the cost to rectify same. Lr=r-T r=Lr=\/�T 1 ON 5r=r= CGr=Nr=PAL NOTE5 5C ALE: 1/4" = P-O" Fk I GHT r=Lr=\//i1k71 ON 5r=r= GENERAL NOTES 5CAL1=-: 1/4" = 1'-0" 128-! I \ REGISTERED \I ARGi--IITEGT MI'H EL YNE JOHNSON STATE OF YJA5HINOTON V J U`C 0 w � W U Q z ° H u r� 00 00 0 00 O �j = U S r 4-3 NQ� O NZN a) VJ O Q �z rn. O U/ z VI \ T 4. �z F oa o J I date: 0-7-0a-24 permit: revisions: drawn by G%10GiG0cT by: MWJ RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Nritten dimensions on thls drawing shall have precedence over Scaled dlmen5lon5. Gontactor shall verify all dlmen51on5, condltlon5, etc., pertaining to the work before proceeding. The Owner must be notified of any varlatlon5 from the dlmen5ion5 and/or condltlon5 shown on these drawing5. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Gontractor shall accept full responslbllity for the cost to rectify same. SHEAR NOTE: I. SX MATERIAL GAN BE USED FOR ALL MUL7SILL5 2. SET A DOUBLE 2X STUD BEHIND E\/ERY 5THD14 HOLDOWN GALLED OUT ON THE FOUNDATION FLAN. SET HOLDOWN I/2" MINIMUM AWAY FROM WALL GORNERS, WINDOW AND DOOR HEADERS. IT 15 IMPORTANT THAT THE FOUNDATION GONTRACTOR HAS THE MAIN FLOOR FLAN SHEET TO FROFERLY LAYOUT HOLDOWNS. S. A MST48 STRAF WITH (2) 1/2 " BOLTS INTO THE FOUNDATION IS A i=>ROf=ER FIX FOR A M 1 SFLACED STHD 14 HOLDOWN. NOTES: ALL NOOD IN GONTAGT NIT -I GONGRETE 5i-1ALL BE PRESSURE TREATED OR CEDAR. PROVIDE GRANL DRAIN (o LON POINT IN GRANLSPAGE. SOLID BLOGKING UNDER ALL BEARING NALLS. SLOPE ALL GONG. STOOPS AND/OR PATIOS 1/4" PER FOOT ANAY FROM DOORNAYS. BEARING NALL ABOVE FOUNDATION VENT GALGULATION 1401 SQUARE FEET = 4.6-7 E300 .S-7 ci VENTS REaU I RED *** SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOGATIONS, SHEAR WALL NAILING SCHEDULE, 4 DETAILS. HANG FLOOR JOISTS OFF 2X MU1:;>5ILL NIT-1 5IMP50N Z-MAX HANCER5 HHERE J015T5 ARE INSIDE T FOUNDATION NALL HOLDDONN SGHEDULF= MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP THICKNESS/SFEC 1 ES REOU I RED T- I STHD 14/14 RJ 24- I Fed S 1 NKERS (2) 2X4/2X b STUDS HF/SFF T-2 M5T48 (S4)-16d (2) 2X4/2X6 STUDS HF/SFF T-S M5TA56 (26)-I0d (2) 2X4/2X& STUDS HF/SFF 2 2X 2X ST DS T-4 MSTG48BB (Sg) -1 Od HF/SFF T-5 HD lB (B)_ S/4 5-1/2" MIN. SSTB28 (-7/,5 " DF/SF MIN. 24-7/8 EMBEDMENT 48'-10" O\/ERALL cob f r i P Q r {C/' R<VI d U — 7 F I I � I 1 I I I I L— �Q71%— J SO 4"" GONG. SLAB ON 4GRAVEL FILL ON GOMFAGT EART--1 SLOPE 1/4"/FT. (D Q #4 STUB STEEL a 18 " O.G. MAX. I /jo 4 C Q. k 6+ R 6 U0� ---------------- IT---J�— ------- ----- 01------ — � r G1J4LS1�aG� 1 & MIL. BLAGK VAPOR II L_ cv II cy II N II cy II BARRIER TO TOP OF FTC. ---------� N/ 12" LAP a ALL SEAMS X x X X 10" MINIMUM GRANLSPAGE N N N N (v 12" MINIMUM UNDER BEAMS (2) 2X 12 (XV 1 2'_1" rJ'_O" rJ'_O" rJi_Oii rJi_Oii rJi_Oii c�i_Oii c✓'_�" " 4'_8" 2'-l" O TII'1 nF� �� II IF �� —J L_J L—J L—J L—J —J —J L_J L J L_ I 24X24X8 GONG. 1 PAD N/ (2) #4 E.N. 1 (2) 2X12 T fP1GAL 1 I I I 121_ " II B'_q" _q" 2'_q" 5'-O" 4'-10" B'_B" B'_B" 6'_6" IIL II 3'_4" II II '_8' 4'_-7" 1 4X10 � F � F �DF#2 F_ -1 � � � F -1 F -F -1 F _J L—J —1L—J L—J L_J L —1L —1L—J —1L- 1 O 1 4'-II" F,'-B" ell - �� L -1 DF� L -1 F �I 1 15"x24" -_ 1 G R w L 7 h 5FAGE � — — — — — — — — — — — — — 7 10 I 12' Av/ r — — —�AGGESS — — — I N PI-4" 1 1" IIT 7 3'-4"\" 3'-4" I — — — I %` 1 .2'-a".2'-a"10'-2" 1 LF F— —IDF� P1-4" / L-- k_J L_ I L_J L J L_ +6 1 1 0 I I o GARAGE 1 1 W I I N 4" GONGRETE 4" TO SLAB SLOPE OVERHEAD DOOR (V 1 1 J !� - Q GRANULAR FILL UNDER r 1 1 � GARAGE SLAB I L , (V �0 ------- 1 1 +a�� I I I I 0 1 I ------ ----J 1 r m I I I I 1 1 1 1 L-I 1 \/ 1 I I GONT. FOOTING 1 �� ♦ \ 1 1 I m L� L--------------------- ® O.H. DOOR �✓'-�✓" 6'-O" �✓'-�✓' 1 I I I EDGE OF SLAB 4" GONG. SLA ON 4" GRA\/EL FILL ON 1 GOMFAGT EARTH EARTH SLOPE 1/4"/FT. I I GONT. FOOTING #4 STUB STEEL a 18" O.G. MAX. J — — — ® O.I f. DOOR - — — 1- — — — — — — — EDGE OF SLAB (2) 2 x s a LATE — — — — — — — — — — — — — — — — — — — — — — — �1-s" (2 2X 5TUr,5 (2) 2X S # FLATP5 6 FLA D 5 I'-10-' 1' 10:2 1 1' 42 8'-511 16'-5" 48'-10" 0\/ERALL 10 OU1�I� T I ON `F=L./i1kN 12871 REGISTERED ARC-,H I TEGT MIGHJt.EL;x, JOHN50 STATE OF WASHINGTON V J U�T� C ni U z V O 1--1 u �� r 00 V 0 Ln 00 r C C 00 nVJ? W N E l� O = n U -C ,r 4-3 NQu� a)NzN � oQ .O V m 7— 4 M I 7- O LL r AV W O L lu date : 0-1-0q-24 permit: revisions: drawn by.MWJ checked by RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE CGENERAL NOTES 5C,ALE: 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 Contractor shall accept full re5ponsibllity for the cost to rectify same. 48'-10" O\/ERALL IGi'-10" Imo'-O" 14'-O" ZERO GLEARANGE I;IIREGT VENT G41,5 F I REPLACE I O PATIO 12080 SL 1 D I NG GLASS GONG 6060 XO 6060 XO DOOR (S.G.) SLDR. SLDR. 60411 XO SLDR. 6'-51 -y1_O1 b 1_511 -7 1_611 / 1_611 C/ Az PA 10 PI 4" GONG PI-4" PI-4" IN =0 II \j DW SINK o I iK 17C Hi=N t� H.S. �O 00 LL Gi�E�4T Q' Cj o0 i�00M DINING IIn H.S. ROOM FOR ALL HEADERS, BEAMS, JOISTS, AND POST LOrA �ATION5, SEE I< u �I LL Lu III SOFFIT DO 4-O LI BUFFET GA 1 NET OPEN WINE 2880 Tt>u AI AILING REFC�.O P 4 S �1.,1 — — — — — l� U r (� E _ O FAN Qown��z 0 W o N 1 t] z DFzooM Cr /� < H.S. o m rn PANTRY N N 24aO I �I 50 FANGFM (V I b"�iC24�I' _ N sPIAC I I I L �I 2880 PI-4" LE Q� VTO o I NSE,P1- „� PUMP a?.TH ry O O O N GLOSS 2 HOT x H. X� Is •�+ O m p z I l Ov 5.D. L-1 L PI-4" N O I i=OYER I '- d' N Hs. HEAT DETECTOR 110 s.D.4 O TO BE INTERGONNEGTED I I B'-611 -O TTHE ALARM IN THE HALLWAY THAT N WILL PROVIDE OGGUFANT NOTIFICATION i i GONG GUST SU I TE LINE OF O.H. DOOR X CARPET I INLP_RIF�HT PQSJTION LINE OF FLOOR ABOVE I I I zn LINE OF O.H. DOOR UFRI6HT FOSITION I I I n I I I I I I I PI-4 PI-4 GONG I m 16050 O.H. GARAGE DOOR I I � I I I I I PI-3 8080 O.H. (Z zX 5-17 — — — — GARAGE DOOR s FLATS PI-3" PI-3" (Z 2X 5TUD ( 2X 5TL)r 5 E FLATE5 B FLATE5 6060 X SLDR. (EGRESS) W/ 6016 16 O PIG. SLW (S.G.) PI 6'-5" 6'_S" I' " 2'--7" -O" -O" 8'-0" 12'-6" 5'-10" 12'-0" 48'-10" OVERALL J FOR ALL WALLS LESS THAN 5'-O" TO THE PROPERTY LINE ONE HOUR EXTERIOR WALL GA FILE NO. WP 810ci- FIRE TEST WP 3510 (UL R5501-47, -48, UL DESIGN U50q) _ EXTERIOR SIDE: BASE LAYER 5/5" TYPE X GYPSUM O SHEATHING APPLIED PARALLEL TO 2X4(6) STUDS 16" O.G. WITH 1-5/4" GALVANIZED ROOFING NAILS -1 4" O.G. AT VERTIGAL JOINTS AND -7" O.G. AT _ INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. FACE LAYER OF 1/4" CEMENT BOARD SIDING FASTENED THROUGH THE SHEATHING INTO THE STUDS. 5-1/2" UNFAGED GLASS FIDE FRICTION FIT IN STUD 5PAGE5 INTERIOR SIDE: ONE LAYER 5/5" TYPE X GwB APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 5d COATED NAILS, 1-'7/5" LONG, 0.0915" SHANiG, I/4" HEADS, 7" O.G. NOTES: (LOAD BEARING) Oj ALL EXTERIOR WARM WALLS TO BE O 2 X 6 STUDS a 16" O.G. TYPICAL. m ALL HEADERS TO BE 4 X 10 DF#2 0 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X WALLS. -�— ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-10 INSULATION PER WSEC I FOR WINDOWS WITH OPERABLE OPENINGS MORE Z < THAN 72" ABOVE THE FINISHED GRADE OR SURFAGE - IYM-1 BELOW, THE LOWEST PART OF THE GLEAR OPENING 0 Q > ll FIC SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXGEPTIONS: FULLY WINDOWS WHERE A 4" MAY NOT Lu OPEN SPHERE PASS THROUGH OR WHERE FALL PROTECTION IDEVIGES L ARE PROVIDED PER ASTM F 20gO OR R612.5 - (31X @ tuQQ SOLID BLOCKING UNDER ALL BEARING = N l� WALLS. A \O I TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +-72" FROM DRAIN. GLAZING, INCLUDING 0 WINDOWS WITHIN 60" FROM EDGE OF SHOWER SHALL BE 5AFTEY GLASS. SHOWER FLOW IS LIMITED TO 1.15 GAL/MIN. O In IL EXHAUST FANS LARGER THAN 50OFM MAY BE GONNEGTED TO 4" SMOOTH WALL VENT FIFE I IF RUNS DO NOT EXGEEI7 20' IN LENGTH. N THE MINIMUM SIZE OF FLEX DUCT IS 5" Nk DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES - Q to ry LEGEND: Xd 0- " -1 BEARING WALL J O nu - — — — — - BEARING ABOVE n LWL FLOOR LINE ABOVE FT. LD. ?� POINT LOAD ABOVE O In z Z ABV. c N wl MULTIPLE 2x STUDS - a POINT LOAD =_ O SMOKE DETECTOR I IIOV INTERCONNECTED W/ BATTERY BACK-UF. to (Y PER IRG 514 xQ Q "a CARBON MONOXIDE DETECTOR O - e FER RG 315 O -I 0 GARAGE NOTES: O 1. GARAGE/LIVING SEFARATI ON, USE 5/5" TYPE 'X' GWB AT CEILING/WALL. WRAF POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND GEILING. 5. DOOR BETWEEN GARAGE AND RESIDENGE 0 j1 SHALL BE I-3/b" MINIMUM THICK SOLID WOOD I OR STEEL WITH SOLID OR HONEYCOMB GORE - 63 X 0. OR 20 MINUTE FIRE RATED EQUIFFED WITH A SELF GLOSING DEVICE. N 4. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEFERATING THE RESIDENGE FROM 0 THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE ' HEATING NOTES: I + INSTALL PER N A5HRAE GOA-00 + IB" PLATFORM OF 2 LAYERS 5/4" PLYWOOD (I LAYER IF PLATFORM 15 ON SLAB) + SEE HEATING NOTES I OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +IB" MINIMUM ABOVE SLAB. F I REPLACE NOTE: 'O' GLEARANGE F I REFLAGE W/ DIRECT VENT....................�..�..�..�..�..�..�..�..�..�..� I '- FACTORY BUILT FIREPLACE SHALL HARDWARE & FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED BE INSTALLED PER MANUFACTURER'S WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS SPECIFICATIONS AND SHALL HAVE STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF APPROVAL LABEL ATTACHED MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF ASTM A 653 TYPE G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. 5/5" TYPE "X" GWB IRC R317.3.1 IBC 2304.10.5.1 TO ROOF SHEATHING I.....................�..�..�..�..�..�..�..�..�..�..� FIREPLAGES 4 STOVES MUST BE D.O.E. APPROVED & BE TESTED, GERTIFIED it LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NAILING SCHEDULE, 4 DETAILS. HOLDDONN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAW TH I GKNESS/SPECIES RE0u I RED T-I 5THL714/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-S MSTAS6 (26)-I0d (2) 2X4/2X6 STUDS i IF/SPF 2 2X 2X6 STUDS T-4 M5TG4885 (S 8) - I O d Hf=/SPF T-S HD7B (S)_ S/4" 5-1/2" MIN. SSTB28 (-7/8") " DF/SP MIN. 24-7/8 EMBEDMENT TOP OF WINDOWS AT MAIN FLOOR TO BE AT 8'-O" UNLESS OTHERW 1 SE NOTED 0 I m 0 � N� m ui IL O NI NAf A N I r I I N W \. O �0 5" STEEL _BOLLARD UP TO 50' MINIMUM ELEGTRIG VEHICLE GHARG I NG OUTLET — E\/ GIRGUIT RE0UIRE IN ELEGTRI GAL BOX (E\/ READY) of 125-! 1 REG 15TERED ARGH I TEGT MIGH5 4=L iNiaYNE JOHN50 STATE OF YVASHINGTON VJ r^ U V J � C �T� G\ L � U I♦� Q ° U H O u ul V J ' ^ U � U 0 7a N �L� Ln Cq 00 c� C 00 E 63 O I I U S NQ� z NN nN W VJ 0 Q • 7- 7- Lum 0 ,;). � rrnn� Ul H 1 7- O Fn A� O L JU I date : 0-7-Oci-24 permit: revisions: drawn by GheGl�ed .by: MWJ �E� HE---= E_=T 03= RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE GENERAL NOTi=5 5GAL3=: 1/4" = I' -a" 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 roceeding with the work, or the Contractor shall accept ull responsibility for the cost to rectify same. A -a NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS a 16" O.G. 71'PIGAL. S O# I X ALL HEADERS TO BE 4 X 10 1:>F#2 Q UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-10 INSULATION PER WSEG FOR WINDOWS WITH OPERABLE OPENINGS MORE o # THAN 12" ABOVE THE FINISHED GRADE OR SURFAGE X L BELOW, THE LOWEST PART OF THE GLEAR OPENING Q SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXGEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DEVIGES ARE PROVIDED PER ASTM F 20G0 OR R6120 R OSR T TUB/SHOWER UNITS SHALL HAVE FIRE BLOGKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +12" FROM DRAIN. GLAZING, INGLUIDING WINDOWS WITHIN 60" FROM EDGE OF SHOWER �+'-0� , SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO I.-75 GAL/1`111N. SOLID BLOGKING UNDER ALL BEARING WALLS. EXHAUST FANS LARGER THAN 50GFM MAY BE GONNEGTEO TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXGEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUGT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' GOMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANGES LEGEND: BEARING WALL — — — BEARING ABOVE FLOOR LINE ABOVE PT. /. V. AB�� POINT LOAD ABOVE .-c MULTIPLE 2x STUDS w POINT LOAD SMOKE DETEGTOR O IIOV INTERGONNEGTED W/ BATTERY BAGK-UP. PER 1 RC 314 OGARBON MONOXIDE DETEGTOR PER IRG 315 SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, 4 DETAILS. DRAFTSTOPPING NOTE: DRAFT STOPPING TO BE INSTALLED TO ALLOW FOR LESS THAN 1000 SOFT OF OPEN AREA WITHIN THE FLOOR TRUSSES PER IRG SECTION 502.12. USE 1/2" INCH GYPSUM WALLBOARD OR 3/0" WOOD STRUCTURAL PANELS PARALLEL TO THE TRUSSES !^!HERE INDICATED. SEAL ALL GAPS AND HOLES TO PREVENT THE SPREAD OF HOT GASSES AND SMOKE S B-2 S-I/8" X 12" o ,G.L.B. 24F-V4 6 �0 (0 (V c66�� �Qo� BLW. PLATE OST6 �� b X>W6 — — ID �o0� Q O LL mop III I II '�ql B-1 5-1/0" X 8-1.1 5-1/8" X G.L.B. �i" G.L.B. -q <� I < m o m 24i=-\/4 V. 24F-\/4 �L t -q, �L li 16 FF_ OQ I B- 5-I 8" X 10-1/ 0 1 NG TOP PLA ES cv z V RIF—i' R.O. F D OR ® PRIIOR TO Fi�AMINP Z I 0 LL I I I B-6 -I/8'� X 12" G.L.q. 24FI-\/4 BLW. PLATE F I L4L<d �4L<d B-5 5-1/8" X cf" G.L.B. 24F-\/4 I'll T -3�L� I II I II I J L —I — I I GB-4 5-1/8" X 12" G.L.B. 24F-\/4 18'-&" LONG VERIFY DRAIN LOCATIONS FOR TUB SELECTED- ADD TRUSS AND OFFSET LAYOUT TO MISS DRAINS IF NEEDED ALL BUILT UP STUD/ COLUMNS USE 16d NAILS (P 12" O.G. STAGGERED TO ATTACH MEMBERS. NAILING 15 TO OGGUR AT THE FACE OF THE STUD GS 16 STRAP BOTH SIDES OF BEAM TYP I GAL AT BEAM TO WALL/POST GONNEGTI ON5 SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 128i 1 REG I5TERED ARCH I TEGT MIGi-I17 WAYNE JO+iN50N STATE OF 1NA51-fINGTON vJ U m 0 00 W�T� U O H z �u C� �� r u Cl� 00 � 0 H 00 M O O 00 VI U -c r NQu� � OQ QZ �0 z � � ..nn. VI H 0— O LL OH L lu dote : 0-7-O�f -24 permit: revisions: drawn by: �hec�ed by: MWJ RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written dimensions on thls drawing shall have precedence over scaled dimenslons. Gontactor shall verify all dimenslons, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dlmensions 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 responslbllity for the cost to rectify same. NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS a 16" O.G. TT`FIGAL. ALL HEADERS TO BE 4X8 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATGH 2 X 6 WALLS. SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOGKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN 60" FROM EDGE OF SHOWER SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 1.75 0AL/1" IIN. EXHAUST FANS LARGER THAN 5OGFM MAY BE GONNEGTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXGEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' GOMBUSTI ON AIR REOU I RED FOR ALL FUEL BURNING APPLIANGES LEGEND: BEARING WALL — — — — — — BEARING ABOVE FLOOR LINE ABOVE PT. LD. POINT LOAD ABOVE ABV. MULTIPLE 2x STUDS a POINT LOAD O SMOKE DETECTOR IIOV INTERGONNEGTED W/ BATTERY BAGK-UP. PER IRG 514 OCARBON MONOXIDE DETECTOR PER I RG 515 SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NAI L I NCB SGHEIDULE, 4 DETAILS. HOLIDDOWN SGHEIDULE MARK HOLDOI^1N/ FASTENERS NOOD MEMBER ANCHOR STRAP TH I C_<NESS/SPEC_I ES REQU I RED T-I STHD14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HI=/SFF T-2 M5T48 (S4)-I&d (2) 2X4/2X6 STUDS HI=/eFF T-s M5TA56 (26)-IOd (2) 2X4/2X6 STUDS i-fl=/SPA 2 2X4 2X6 STUDS T-4 MSTG48BS (S 8) -1 O d HF/SPF T-S HD�B (S)_ �/4 5-1/2" MIN. SSTB28 (-7/8") DF/SP MIN. 24-7/8" EMBEDMENT 4s3�-1n�� n\i�1�.41 1 v �I rn I m O I 6040 XO SLDR. (EGRESS) aO GFM WHOLE HOUSE FAN OPE TING GONTINUOSLY I AGGORDANGE ITH ASHRAE 62.2 FRESH AIR TO BE PROVIDED WITH 20 O SIN LE HUN O 5040 SLDR XO (S.G.) 4010 (S,G.) PIG. TOP OF WINDOWS AT UPPER FLOOR TO BE AT -7'-0" UNLi=ss OTHERW NOTED = Q Si= dJ m VENTS AT ALL OPERABLE WIN OWS LINE OF OUTSIDE WALL M,4STER BELOW BEDROOM - - — I I GARPET 5I-6'I X � 1-6 11 P` � IT I IA► (J1 WHOLE HOUSE ao GFM FAN VTO I { _ - - - - - - - - - - - FOR ALL HEADERS, BEAMS AND - - - - Q - - FREESTAND I N SOAKING TUB O MUDPAN SHOWER N BEDROOM I TWO I GARPET J 0 4 I LAUNDRY X I � POST LOGATIONS, SEE SHEET A--7 O 50 FAN ® VTO 5,_2 „ MASTER 2 6 6 8 MATH , Q - _I N OI IIOV S.D. H.S. IIOV S.D. � N 2468 ZI Nm I -O(Y S?Ti ❑ R 6 LINEN Y OO t 5G" TALL WALL W/ WDGA�F.S. - ---- — 5'-6No"'" - �N�JU��lLINEN F—)7 UI IIFII� _r i _�0I 0 SEE NOTESAN [)OFN O TUB/SHOWER OR.O.= 5' O-%, d) IY D0 -- ���. — — —— ----- P N -tVo I'V D �iIIIIII P—I-44"5d ►®�, a� N 1-1 lL IIOV .D. Q O d3 O P 4 S \ Q��o10� 6' Q BONUS ROOM GARPET IIOV S.D. N m BEDROOM THREE CARPET BEDROOM i=OUR GARPET X � 0 LINE OF OUTSIDE WALL BELOW = I I � I 0 Uf=i=r=f;k �=L-00f; i=L.AN SEE CGENERAL NOTES 5C,ALE: 1/4" = I'-O" 125-71 REG I STEREO ARG,H I TEGT MIGHJt.EL;x, JOHN50 STATE OF WASHINGTON V J Uc w � W U z V O H u �� V J � ' ^ pD U N w 0 00 (fi c c 00 nnz W N E � � O (� O = n U s ,r N0U) N NzN O U) Q • z ,n� O V! z m <1 7— 43 Vn/ M O L L A0 W O L �lu date : 0-7-Oq-24 permit: revisions: drawn by MWJ checked .by !E;l BEET RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Nritten dimensions On thls drawing shall have precedence Over scaled dimenslons. Gontactor shall verify all dimenslons, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dlmensions 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 responslbllity for the cost to rectify same. THE MAIN ELEGTi;;�-' I GAL OR FEEDER FANEL FOR EACH DNELL I NC-2 UN I T SHALL HAVE A RE5Ef;z-'\/ED SFAGE TO ALLOW I NSTALLAT I ON OF A DUAL POLE G I RGU I T E3f;;:->EAKER FOR FUTURE SOLAR ELECTRIC, I NSTALLATI ON ,AND SHALL E3E LAE3ELED "FOi` FUTURE SOLAR ELEGTRIG". THE RESERVED 15FAC E SHALL E3E FOS I TI ONED AT THE OFF051 TE (LOAD) END FROM THE I NFUT FEEDER LOCATION OR MAIN G I RGU I T LOCATION. A FERMANENT GERTI F I GATE, I ND I GAT I NCB THE BOUNE fi)AR I ES AND STRUGTURAL FROV 1 S I ONS OF THE SOLAR -READY ZONE, SHALL BE F05TED NEAR THE ELEGTRI GAL D 1 STR I BUT I ON FANEL, NATER HEATER OF OTHER GON5F I GUOUS LOGATI ON E3Y THE BUILDER OR REG, I STERED DES 1 C-2N FROFE55I ONAL. 2021 I RG fi FFENDIX AT SEGTION ATIOS.0 I F I REFLACE ROOF NO OVERHANGS AF50 NO VENTED R00F B 1 RD BLOCKS VENT AT ROOF - INSTALL (1) AF50 VENT AT F.P. ROOF 2X4 HF#2 RAFTERS © 24" O.G. A IIC�181 GONDU I T i=ROM ELFC TR I C AL FANEL TO THE ATTIC EOF, FUTURE SOLAR - PANEL CONNECTION PROVIDE GAFFED ROOF PENETRATION SLEEVES FOR SOLAR READY ZONE SOLAiz izEAD'I' ZONE (SizZ) / -MIN. E300 50. FT. TOTAL_ AizEA � -M 1 N. g0 50. FT. CONTIGUOUS / AiZF=A -MIN. 5' DIMENSION IN ANT D I i��GT I ON -NO OSST�UGTIONS ROOF FRAMING NOTES GABLE END TRUSSES TO BE DESIGNED TO SPAN WINDOW/. DOOR OFENINGS TYPICAL RB-1 4X I O DF#2 DS Er 6 RIB 0 4" EXHAUST It ^I ROOF �1 JAGK U..I AF50 ROOF r VENT 4 # L-I Q TYP. 4X8 DF�*2 0/1 l< >LAR READY )NE (SZA) w JACK ❑ 6 I T, DS � � I I �Y RIDGE N AF50 AF50 AF50 J AF50 ROOF ROOF ROOF W Z ROOF VV VENT ENT ENT ,n W VENT ,> 0LL 3:12 l� DS AF50 ROOF VENT ❑ PRE. MFG. TRUSSES a 24" O.G. 3:12 RB-2 4X8 4X8 Q DF�*2 DF*k2 77 LL —n --77-� 7 GIRDER TRUSS — — AF50 �� ❑ FZOOF VENT AF50 � V ROOF 2X& HF#2 OVERFRAMING 0 24" O.G.- IF 5PAN OF - R�4FTER 15 OVER 8 -O ", THEN USE 2X8 HF#2 ROOF EXHAUST I24" O.G. JAGK❑ AF50 ROOF VENT I AF50 ❑ ROOF I VENT RIIDGE 3:12 W AF RO % ����RIDGERIDGE I p- N < z SHEAR HALL SELON 4"EXHAUST ROOF JACK AF50 ROOF VENT 5 L-I GUT RAFTER TAILS TO MATCH 2x4 TRUSSES — — — — GONNECTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER 5: 12 6" RAI D HEEL ROOF FITGH SHALL BE TYFIGAL UNLESS NOTED OTHERNISE 4X O 4X I O ROOF OVERHANG SHALL BE 12" U.N.O. DB#2 ROOF TO DB#2 HALL VENT 4:12 O N� 2x6 OVERFRAMING DS BEARING BELON DF#2 �� ��� Q DS DONNSFOUT Vf=#2 5.12DS lli 'S/,� 5:12 TRUSS NOTE OF TO RDB#� 4XIO 5.12 RDB#� LL VENT X O IL _ 0 < ALL TRUSSES SHALL HAVE: 0 I. STRESS ANALYSIS AND ORANINGS / DS DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFAGTURER'S STAMF ON FRE- MANUFAGTURED TRUSSES. 3. BRAGED TO MANUFAGTURER'S DS SPEG I F I GAT I ONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEFT. FOR APPROVAL AND SHALL BE <EFT ON SITE FOR FRAMING NSFEGT I ON. 5. TRUSSES HILL NOT BE FIELD ALTERED NITHOUT FRIOR BUILDING I7EFARTMENT AFFROVAL OR ENGINEERING GALGULAT I ONS. 6. ALL TRUSSES SHALL HAVE SIMF50N H-1 GLIFS AT ENDS. NHERE TRUSSES ARE PARALLEL TO NALL, USE SIMFSON L30 AT MI17SFAN. USE SIMFSON STG GLIFS AT NON -BEARING HALLS ROOF VENTING GALGULATION 1 1:�42 SOFT AREA = 6.4-7 SOFT REOU I RED 500 (C .4-7) X (50%0 = 5.24 SOFT MIN. REOU I RED AT EAVES TYFICAL TRUSS BLOCK HAS (4) 2 (t) SCREENED HOLES FROV I D I NG 0.20 SO. IN. (.044 SOFT) PER BLOCK. AFFROXIMATELY C O VENTED BLOCKS= 2.64 SOFT FRO\/IDED AF50 ROOF JAGK VENTS= .54 SOFT EACH VENT PROVIDE 2 AF50 VENTS= .60 SOFT PROVIDED (C .4-7) X (50%0 = 5.24 SOFT MIN. REOU I RED WITHIN 5' OF THE R I IDLE AF50 ROOF JAGK VENTS= .54 SOFT EACH VENT FROV I DE 11 AF50 VENTS = 5.74 SOFT FROV I DED A fG 007 I NC-7 `F=L./61kN 125-7I REG I STEREO ARC H I TEGT MIGHJt.EL;X1 JOHN50 STATE OF WASHINGTON V J UrT1 C � w U z o O ~ u V U� ^ - 00 U ' �LLn U 0C c c 00 n�? W N E = U -C �r N0U) a)NzMT � OQ .n. O U/ Z m < 7- � .n. Vn, O L L AV W O L �lu date : 0-7-0q-24 permit: revisions: drawn by.MWJ checked by RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TOTAL VENT AREA PROVIDED = -i.00 SO FT SEE GENEKAL NOTES 5C,ALE: 1/4" = 1'-0" 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 proceeding with the work, or the Gontractor shall accept full responsibility for the cost to rectify same. .4 PIi M? S�GTION Ahk-Ahk SF-F- CGENERAL NOTF-5 5C,ALF-: 1/4" = I'-O" PRE. MPG. TRUSSES STORM SYSTEM 11E NE 128-! I \ REGISTERED \I ARGi--IITEGT MI'H EL YNE JOHNSON STATE OF YJA5HINOTON V J U`C 0 w � W U Q z ° H u r� 00 00 0 00 E (� I4-3 U S , �- NQ� a)NzN OQ � QZ Z 4. �z oa o I date: o�-oa-z4 permit: revisions: drawn by G%10GiG0cT by: MWJ 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 OMf= 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 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 BE I N6 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 N6 AND S I NGGLE-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%. 6A5-F I RED 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 HEATING 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 HEA71 N6 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 NG 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 FOLLOWING MOD I F I GATT ONS: PROPANE BO 1 LER WITH MINIMUM AFUE OF QO%. FOR R-2 OCCUPANCY, GAS-F I RED HEAT PUMP VERTICAL FENE57RA71 ON U = 0.15 TO QUALIFY TO CLAIM THIS GRED 1 T, THE BU I LD I N6 WATER HEATERS) MEETING T 1 ER 2 OF THE NEEA GE I L I N6 AND 51 NGLE-RAFTER OR JO 15T-VAULTED PERM 1 T DRAWINGS SHALL SPECIFY THE OPT 1 ON 3 0 f ADVANCED WATER HEAT 1 N6 SPEC I F I GATT ON FOR R-60 ADVANCED BEING 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 BUILDING 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 BEING 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 SAVINGS. 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 BEING 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 N6 EQU I PMENT TYPE AND CONNECTED THERMOSTAT MEETING 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 DRAWINGS SHALL SPECIFY THE OPT 1 ON CHANGES 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 NG, 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. CHAN6E5 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 NG 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, I NCLUD I N6 I NTERNAT 1 ONAL RESIDENTIAL CODE OR SECTION IN AREAS WHERE THE WINTER DES 16N 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 DRAWINGS 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 NG 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 RATINGS 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 VENTILATION SYSTEM W 1 TH MINIMUM SENSIBLE TO QUALIFY TO CLAIM THIS GRED 1 T, THE BUILDING 5.2 WATER IN PIPING BETWEEN THE HOT WATER SOURCE HEAT RECOVERY EFFICIENCY OF 0.50. DUCT PERMIT DRAWINGS SHALL SPECIFY THE OPTION AND THE TERMINATION OF THE FIXTURE SUPPLY. I N5ULAT1 ON SHALL COMPLY W 1 TH SECTION BEING SELECTED, THE HEATED FLOOR AREA WHEN THE HOT WATER SOURCE 15 THE NEAREST R403.3.2 CALCULATION, THE HEAT 1 NG EQU I PMENT TYPE(S), PRIMED PLUMBING LOOP OR TRUNK, THIS MUST BE . 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 DRAWINGS 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 N m RESUB 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 JOHNSON 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 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 51--4FE/4h%R ^ALL 5co, E1�uLr= PER 2021 1 SG GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOHNS. LOCATE HOLDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, 4 NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDE5 PLYWOOD NAIL SPAGING SILL OPTIONAL BASE HEM FIR #2 MARK 7/I6" TOP BTM. A35 BLKG. PLATE 51MP5ON MA5AP PLATE VALUE EDGES FIELD PLYHD. PLATES ANCHORS REOV. ANCHOR BOLTS ANGHORS NAILING (#/LF) PI-6" ad 6" 1211 6" 18" O.G. 2x4 5/8" (9 48" ® 48" 4 ENDS (2) Irod 0 IO" 240 PI-4" 8d 4" 1211 4" 1611 O.G. 2x4 5/8" (9 32" ® 30" $ ENDS (2) I6d 0 7" 34q PI-3" 8d 3" 12" 3" 14" O.G. 3x4 5/8" (9 24" a 24" 4 ENDS (2) I6d (9 5" 450 PI-2" ad 2" 12" 2" 12" O.G. 3x4 3/4" ® 24" o 18" � ENDS (2) I6d ® 5" 585 P2-611 ** 8d 6" 12" 6" 10" O.G. 3x4 5/8" ® 24" N/A (2) I6d ® 5" 450 P2-4" 8d 4" 1211 4" 8" O.G. 3x4 5/4" ® 20" N/A (5) I6d ® 5" 700 P2-3" * ad 3" 12" 3" 8" O.G. 3x4 5/4" ® 16" N/A (4) I6d ® 5" q00 P2-2" ad 2" 12" 2" 8" O.G. 3x4 3/4" ® 12" N/A (4) I6d ® 4" 1170 "NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS 4 PLATES) ABUTTING PANELS NOT LE55 THAN 3X MEMBERS PER IBG 2021, TABLE 230ro.3.I. 3X FRAMING WILL BE NOTED ON PLAN. I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR HALLS. SHEAR WALL NOTES 7/I6" OSB OR PLYWOOD SHEATHING - USE ad COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL a 12" O.G. TO ALL INTERMEDIATE STUDS. HHERE 3" NAIL SPACING 15 SPECIFIED AT PANEL EDGES, USE I-1/2" ad SHORT NAILS OR 3X STUDS WITH Sd COMMON NAILS. FOR 2" NAIL SPACING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD 15 2 SIDES OF HALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS ® IO" O.G. AT INTERMEDIATE SUPPORTS, roll O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR HALLS SHALL BE GROSS BLOCKED AT 48" O.G. ® EDGES H/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x I/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. 7/I6" OSB OR PLYWOOD SHEATHING - STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" I(b GA. STAPLES 15 GA. STAPLES 14 GA. STAPLES 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-1/2" O.G. - 430#/ft. 3" O.G. - 3q0#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. c) 6" O.G. - 620#/ft. FIELD SPACING: 12" O.G. NAILS � STAPLES. HOLDOHN5 - INSTALL 5IMP50N HOLDOHN5 OR U5P HOLDOHN5 AT THE END OF SHEAR HALLS WHEN SHOWN ON DRAWINGS. PER PLAN, S I MPSON 5THD 14 OR U5P STAD 14 SIMPSON MST36 OR USP MST136 SIMPSON MST48 OR USP KST248 SIMPSON HD-7B OR U5P TDXIO (7/8" ANGHOR BOLT MIN. SIMPSON MSTG48B3 OR U5P M5TGB48B3 24" EMBEDMENT, 3" BOLT INTO (3) 2X4((6)) 8' PLYWOOD FLOOR HALF c I7BL. TOP PLA- HALF ON BOT- PLATE RIP OF SHEAF TYING 2ND FL BOTTOM PLA- 2ND FLOOR f< AND TO I ST F TOP PLATE I ST FLOOR W, T1'INC-� IST FL< TOP PLATE T FLOOR BOTT< PLATE RIP OF SHEAF TYING IST FL.0 BOTTOM WALI PLATE TO I ST FLOOR RIM A MUD SILL ON FOUNDATION 2ND FLOOR DOUE3LE TOP PLATE NOTE: F NAL_L_S SHEATHED FER DETAIL_ THAN NO AE35/L_FT4 ARF REOU I RED 2ND FLOOR E30TTOM PLATE FOR RIM IST FLOOR OBL TOP PLATE IST FLOOR BOTTOM PLATE 7R RIM PER PLAN . yNAIL SHEATHING TO HEADER HEADER ® 3" O.GW . B.. EXTEND TO W END ALLS (5) #4 VERTICALS #4 HORIZ. I2" O.G. GONG. STEM_ WALL coNT. Foy ' (2) 2x STUDS CONNECT PLYWOOD W/ bd NAILS ® 3" O.G. • TO ALL STUDS, PLATES I I 6 HEADERS • • APA RATED SHTG. MIN. 24/0 EXP. I 11 STHD14 WOOD TO GONGRETE CONNECTORS OR EQUAL I - 3x PLATE OR 2-2X 4 NAIL SHEATHING TO ELACH PLATE 3/4" y X 10" A.B. W/ 3' XB"XI/4" _ PLATE WASHER 0 I ' ELEVATION VIEW OUTSIDE OF GARAGE GARAGE DOOR INSIDE OF GARAGE PLAN VIEW OF CONCRETE STEM WALL I LATERAL izr=STPA I NT f=AN1=-L L-I SEE GENERAL NOTES NO SCALE TRUSSES OR RAFTERS PER PLAN ROOF SHTG - NAIL PER SHEAR WALL SCHEDULE 8d ® 6" O.G. 2X BLKG. W/ I6d — ® 5' O.G. 4 VENT HOLES (RIP BLK'G.) OVERHANG ff L7 CHI ANCHOR FASCIA 24" O.G. SHEATHING PER SHEAR SCHEDULE 2X STUD WALL ® 16" O.G. 4 TYP. 5HE?.1;PY4ALL TO L-I GONNEGTION NO SG.ALE BOTTOM PLATE NAILING PER SCHEDULE TO 2X - RIM JOIST IS" FLOOR TRUSSES ® 24" O.G. A35 SPACING PER SHEAR WALL SCHEDULE SHEAR WALL NAILING PER SHEAR WALL SCHEDULE MSTG48B3 PRE -BENT STRAP AT LOCATIONS SHOWN ON FLOOR PLANS 4XIO BLOCKING IN BETWEEN FLOOR TRUSSES AT EACH STRAP LOCATION TRUSS COMPANY TO INSTALL CHORDS IN FLOOR TRUSSES TO ALLOW FOR INSTALLATION OF 4XIO BLOCKING 1-5/44" X 18" LVL BLOCKING ® WALL SHEAR WALL NAILING PER SHEAR WALL SCHEDULE e2 !SHEAR WALL AT INTERIOR !BHEAR WALL L-I (TRUSSES PERPENDICULAR) NO sGA-o TRUSS COMPANY TO PROVIDE BLOCKING PANELS I N BETWEEN TRUSSES OVER THE TOP OF THE SHEAR WALL NAIL SHEATHING TO BLOCKING PANELS PER SHEAR WALL GALLED OUT AT UPPER LEVEL- CONNECT TOP PLATE TO SHEATHED BLOCKING PANEL WITH A35 CLIP ® 12" O.G. IW! TRUSSES PER PLAN ---\ PLYWOOD ROOF SHEATHING 8d NAIL ® 6" o.G. TO TRUSS PANELS 8d NAIL ® 6" o.G. TO TRUSS (2) 2X TOP PLATE 2X STUD/ SHEAR WALL PER SCHEDULE 5+-4F-Ai;;,' ^ALL. TO Ti;ZUss NO SCALE 128i 1 RECG 1 STERED ARCH I TEGT MIGi-IVI WAYNE JOHNSON STATE OF 1NA51-IINGTON VJ C� U m 00 o 00 c� Q ° U z U +N' �u s 0 0 0 00 e-i r M O O 00 W° VI N O U -C r NQu� VJ O Q O UI V 7- VI m VI � Q I Z 0- -0 F 0 L lu dote : 0-7-OGf -24 permit: revisions: drawn by: Checked by: MWJ I RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEATHING GONNEGTI ONS 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 \\ \ 4811 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. >r li/ L.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) -1 — FIREBLOGKS \S� STAIR NOTES: RISER HE I OHT = —5/411 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 OHITr= 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 Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT