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APPROVED PLN BLD FIR RESUB 1 BLD2022-1092+Architectural_Plan+10.20.2022_1.54.41_PM+3176592Written dlmon5lon5 on this drawing shall hove precedence over 5coled dlmen5lon5. Gontoctor shall verify oll dlmen51on5, conditlon5, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimen5lon5 and/or conditlon5 shown on these drawings. Any such voriotion shall be re5olved by the Owner prior to proceeding with the work, or the Gontroctor shall accept full re5pon5ibility for the cost to rectify same. ASPHALT COMP. SHINGLES ON 15# FELT METAL GUTTER ON 2X8 FASCIA BOARD BOARD AND BATTEN SIDING- IX5 BATTENS c� 16" O.G. W/ PLYWOOD OR HARD I -PANEL BEHIND GALVANIZED METAL ROOFING (9 LOWER ROOF AREAS NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, PAINTED OR CEDAR. Z. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 5. GLAZING PER STATE ENERGY CODE. 4. PROTECTION FROM DECAY 15 REOU I RED FOR ALL WOOD S 1 D I NG AND WALL FRAMING LESS THAN Z" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER 5. REFER TO ALL ELEVATIONS FOR TYP I GAL NOTES. 6. S.G. = SAFETY GLASS FLASH I NG NOTE APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER TO PRE\/ENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER INTO THE BUILDING STRUCTURAL FRAMING COMPONENTS THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED GORROS I ON RESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE 2. AT THE I NTERSEGT I ON OF GH I MNEI'S OR OTHER MASONRY GONSTRUGTI ON WITH FRAME OR STUGGO WALLS 5. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL GOPINGS AND SILLS 4. CONTINUOUSLY ABO\/E ALL PROJECTING WOOD TRIM 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTAGH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME GONSTRUGTI ON 6. AT WALL AND ROOF INTERSECTIONS -7. AT BUILT IN GUTTERS 09-15-2022 PLAN REVIEW NOTES: APPROVED WITH CONDITION: A RESIDENTIAL SPRINKLER SYSTEM IS REQUIRED. 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. DFM BURT Approved DFM C lh r'�s �u.rt South County Fire Date: 11 /16/2022 APPROVED BY PLANNING 1 Nov 21 2022 0 00 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES u MAXIMUM BUILDING HEIGHT ® 5-7ct HEIGHT OF STRUCTURE 0 5-7-zi.:25' P,A l SED HEEL UPPER FLOOR P.L. 8" EXPOSURE HORIZONTAL - SIDING Tl'PICAL(3 IX-4 CORNER Q FIN. PLR_ UPPER MAIN FLOOR P.L. O oILE CsJ==]I FIN. FLR. MAIN ° a 555.00' STONE VENEER INSTALL PER MFD. SPECIFICATIONS TREATED PLYWOOD BEHIND ALL AREAS WITH STONE r=A%e7 ON SEE GENERAL NOTES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE SCALE: 1/4" = P-0" APPROVED PLANS MUST BE ON JOB SITE ,— - — - — - — - — - — - — - — - — - — - — - r------------------- INTERCONNECTED SMOKE ALARMS AND CO 1 I SEPARATE PLUMBING PERMIT DETECTORS ARE REQUIRED THROUGHT THE ' REQUIRED FOR THIS PROJECT. I I DWELLING. 2018 IRC R314 AND R315 FOR 1 L------------------- i MORE INFORMATION L_---------------------� a❑= ii r=a7 r=Lr=\/AT 1 ON SEE CGENERAL NOTES SCALE: 1/4" = 1'-0" SaUARE: FOOTACGE:S MAIN 1401 L)Ff=Ei� TOTAL_ 52G-7 OA F P,AC�F_ G I GOV���D 118 i=OFZGH GOV�D 15P fi ATIO ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" AND TO BE ON A CONTRASTING BACKGROUND PER IRC SIq.I UPPER FLOOR P.L. FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN City Of Edmonds Building Department Work new sfr Address 19512 88th ave w Owner select homes Approved Date 11 /18/2022 Building Official / IrC4,t/ft 4OON Permit Number BLD2022-1092 12b'71 REG I5TERED Af2GH I TEGT MIGHREL iNAYNE JOHN50N STA TEE OF WASHINGTON VJ U00 M 00 0 rT1 1 r"1 Q U O H Q t f u u �rIU U� N �VI u U � � x N1 0 0 0C r m a) T < I 1- U map u� N^ `� z ♦♦ U) az �0 V1 • l — 4.1 7- � m0 o pA L �IU 0- date : 08-15-22 permit: revisions: drawn by G%1PGiGPd �by: MW,1 SHE=E=T I RESUB Nov 03 2022 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. NORTH r=Lr=\IAT 1 ON SEE GENERAL NOTES eCALE: 1/4" = I'-O" SOU7i-4 ON SEE GENERAL NOTES SG,ALE: 1/4" = 1'-0" UPPER FLOOR P.L. FIN. PLR. UPPER MAIN FLOOR P.L. FIN_PLR. MAIN 128-f I FZEG I STEFZE0 ARr-HI I TEGT MIGHAEL;yl JOHNSON STATE OF 1NASHINGTON V J M, 0 w � W Ou ~00~ N 00 � z� w Q 00 Mi O O r m wr >0 0 0 = -C 0o - U map u� z vJ az � �z 4.1 a � � m0 o pA L date: 08-15-zz permit: revisions: drawn by checked by MWJ SHF':F=T '11411111% RESUB Nov 03 2022 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. A lel':V, SHEAR NOTE: I. 5X MATERIAL GAN BE USED FOR ALL MUDSILLS 2. SET A DOUBLE 2X STUD BEHIND EVERY STHID 14 HOLDONN GALLED OUT ON THE FOUNDATION PLAN. SET HOLDONN 1/2" MINIMUM AWAY FROM WALL GORNERS, N I NOON AND DOOR HEADERS. IT IS IMPORTANT THAT THE FOUNDATION CONTRAGTOR HAS THE MAIN FLOOR PLAN SHEET TO PROPERLY LAYOUT HOLDONNS. S. A MST48 STRAP WITH (2) 1/2" BOLTS INTO THE FOUNDATION IS A PROPER FIX FOR A M I SPLAGED STHD 14 HOLDONN. NOTES: ALL WOOD IN CONTACT WITH GONGRETE SHALL BE PRESSURE TREATED OR CEDAR. PROVIDE CRAWL DRAIN (o LOW POINT IN GRAWLSPAGE. SOLID BLOGKING UNDER ALL BEARING WALLS. SLOPE ALL GONG. STOOPS AND/OR PATIOS 1/4" PER FOOT AWAY FROM DOORWAYS. BEARING WALL ABOVE FOUNDATION VENT GALGULATION 1401 SQUARE FEET - 500 ci VENTS REOU I RED * * * SHEAR NOTE: 4.6-7 .57 SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, -$ DETAILS. F HOLDDONN SCHEDULE MARK HOLDONN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I GKNESS/SPECIES REOU I RED T-I STHD14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 M5T48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-5 MSTA56 (26)-I0d (2) 2X4/2X6 STUDS HF/SPF 2 2X4 2X& STUDS T-4 MSTG48B5 (58)-1 Od HF/SPF T-5 HD 7B (5) _ 5/q 5-1 /2 " M I N. SSTB2,5 (1/,5 ") " DF/SP MIN. 24-7/8 EMBEDMENT 48'-10" OVERALL A+� c +6 U, �,� U0�'��h I I I I FO I I I I L 6 SO Q 4" GONG. SLAB ON �� 4" GRAVEL FILL ON -OMFAGT EARTH SLOPE 1/4"/FT. Ip Q #4 STUB STEEL C �6 ® le," O.G. MAX. LY +� 1�t`Qp��' dk� �UO�� `O� c p6+6 PI-4� >` PI-4� �` T >1 I - 0 I--- 1 ------ 6 MIL. BLAC,< VAPOR BARRIER TO TOP OF FTC. X X X X W/ 12" LAP a ALL SEAMS N N 18" MINIMUM GRAWLSPAGE 12" MINIMUM UNDER BEAMS N CV (V CV N x (2) 2X12 - 2'-I" 5'_O' 5'-0" 5'-0" 5'-0" 5'-0" 51_0.' _r F -1II II 1I17- -1 -1 F -1 F -1 DF 2 F -1 ijo II IIL_J-J - J LI JII L-J L-J L-J L-J L-J �- 24X24X8 GONG. I PAD W/ (2) *k4 E.W. TYP I GAL (2) 2X12 I I I it I Ii II II 4'_-7 -8' 5'-4" 6'-6" 5'-5" 5'-5" 4'-10" 5'_0" 2'-11 II 5'_a 5'_11.' .-I JI I 4X I O I -1 F -1 F -1 F -1 F -1 F -1 F -1 DF#2F- -1 F -1 F - �- --i -- I -I - - - S'-3" 4'-II" 0 -1 -1 jIF F-1 DF 2 IF- �I L------ JI - - - it I ------- ----� _ -1L- �- -1 [1 I - Ib"x24" ' — — — — — — — I� — — — — ` / `/ `/ — ` / - F GR1NL. L AGGESS� — — T/ I INS 8 N / O I - - - - - - - - - -- I 4'_5 3'_4' 3'- 3'-4� PI-4A �77L- o I 0 GARAGE Z 4" CONCRETE SLAB SLOPE 4" TO OVERHEAD DOOR N I W L I N I GRANULAR FILL UNDER �IL GARAGE SLAB dT o I (X I I /Ss J I X -� L------- -- 1 +�6 I I RA+6 I I L---- - - - - - - J I I I m I L-1 I I I I I GONT. FOOTING I - I O /� — — — — — — — — O.H. DOOR - - - - - - - - - - - - - - - - - - - - -- j rJ m I 1 PI-4 EDGE OF SLAB I I I I� 5'-5" 6'- - I 4" ONG. SLAB ON 4" GRAVEL FILL ON --------------------- I I GOMPAGT EARTH GONT. FOOTING I SLOPE/4"/FT. O — — ® .H. DOOR OR — — #4 STUB STEEL ® 18" O.G. MAX.— XS s PLA S EDGE OF SLAB — — — — — — — — — — — — — — — — — — — — — — \ — — — — — — — — — — — — — — — — — — — — — — — 2) i X STUDS ( ) 2X STU S PLATES i PLA S 48'-10" OVERALL HANG FLOOR JOISTS OFF 2X MUDSILL WITH SIMPSON Z-MAX HANGERS ERE JOISTS ARE INS 1 DE THE FOUNDATION WALL FOL N=IAT 1 ON f=Li44,'N. 125-I1 REGISTERED ARCH I TEGT MIGH.47 ' - JOHNSON STATE OF WASHINGTON VJ � U M w U O ~ � r U U u � V J 1"Im1 U N �00� U r O 00 i- m 00 0 W U m5� u� r� \z az O V \� T m < 4.1 .. 0 mz O 0 O O L 0- date: 08-15-22 permit: revisions: drawn by check by: MNJ Ilk RESUB Nov 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE GENERAL NOTES SCALE: 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 respon5lb1lity for the cost to rectify same. TOP OF WINDOWS AT MAIN FLOOR TO BE AT a'-O" UNLESS OTHERWISE NOTED NOTES: ALL EXTERIOR WARM WALLS TO BE O 2 X 6 STUDS 4g) 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 OF#2 m UNLESS NOTED OTHERWISE. V - FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE p INSULATED WITH R-1 O INSULATION PER NSEG FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72'' ABOVE THE FINISHED GRADE OR SURFACE - BELOW, THE LOWEST PART OF THE CLEAR OPENING 0 SHALL BE 24'' MINIMUM ABOVE THE FLOOR. EXCEPTIONS: 0 L FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT I _ PASS THROUGH OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 20ciO OR R612.5 - SOLID BLOCKING UNDER ALL BEARING WALLS. Cr I A N TUB/SHOWER UNITS SHALL HAVE FIRE -8 N = BLOGKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +-12" FROM DRAIN. GLAZING, INGLUDING _ WINDOWS WITHIN 60" FROM EDGE OF SHONER j- SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 1.-I5 GAL/MIN. 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 DUGT IS 5" DIAMETER KITH A MAXIMUM RUN OF 15' IN COMBUSTION AIR REOU I RED FOR ALL FUEL BURNING APPL I ANGES LEGEND: I 0. BEARING WALL - — — — — _ BEARING ABOVE I FLOOR LINE ABOVE W PT. LD. ^ POINT LOAD ABOVE VO AB. 4L 1/14 MULTIPLE 2x STUDS z POINT LOAD O SMOKE DETEGTOR IIOV INTERGONNEGTED 5" STEEL N/ BATTERY BACK-UP. BOLLARD_ PER IRG 314 UP TO 50" CARBON MONOXIDE DETECTOR O MINIMUM PER IRG 515 --- GARAGE NOTES: / (I LEGTR I G VEH I GLE GHARC�INC� OUTLET 1. GARAGE/LIVING SEPARATION, USE 5/b" TYPE 'X' GNB AT CEILING/WALL. E\/ G I RGU I T REOU I RFD NRAP POSTS AND BEAMS. I N ELEGTRIGAL BOX 2. INSULATE ALL HARM HALLS AND (E\/ READY) CEILING. 3. DOOR BETWEEN GARAGE AND RESIDENCE _ SHALL BE 1-3/0" MINIMUM THIGK SOLID HOOD OR STEEL KITH SOLID OR HONEYGOMB GORE 1 OR 20 MINUTE FIRE RATED EQUIPPED KITH A - SELF GLOSING OEVIGE. O 4. DUGTS IN GARAGE AND DUCTS PENETRATING THE HALLS OR CEILINGS SEPERATING THE RESIDENCE FROM THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE HEATING NOTES: + INSTALL PER ASHRAE ciOA-bb + 15" PLATFORM OF 2 LAYERS 5/4" PLYWOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SNITCHES +Ib" MINIMUM ABOVE SLAB. F I REPLACE NOTE: 'O' CLEARANCE FIREPLACE Val/ DIRECT VENT FACTORY BUILT F I REPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPEC I F I GATI ONS AND SHALL HAVE APPROVAL LABEL ATTACHED 5/8" TYPE "X" GNB TO ROOF SHEATHING F I REPLACES 4 STOVES MUST BE D.O.E. APPROVED & BE TESTED, CERTIFIED a LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. *** SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NAILING SCHEDULE, a DETAILS. HOLDDOWN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I GKNESS/SPEC I ES RE0U I RED T- I STHID 14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-5 MSTA56 (26)-I0d (2) 2X4/2X6 STUDS HF/SPF 2 2X4 2X6 STUDS T-4 MSTG48B5 (58)- I Od HF/SPF T-5 HD7B (5)_ 5/4 5-1/2" MIN. SSTB28 (7/8") DF/SP MIN. 24-7/8" EMBEDMENT 48'-10" OVERALL 161 -OII I Gi1_4 11 5-6 5-0 5-6 ERO GLEARAN E DIRECT VENT GAS F I REPLAG O _I PATIO CONC 12000 SLIDING GLASS DOOR (S.G.) 6060 XO 6060 XO 60411 XO SLDR. SLDR. SLOR. 1 -6 6 -6 6 -5 -i -O I 11 6 -5 GOB/ RED PATIO PI-4" PI-4" GONG PI-4" PI-4" 0 J 0 III SINK DW N/ DISP. I o III t� K I TCHEN t O0 �� IL H.S. a (3 i1 C-7REA7 IU)I DINING ROOM lol ROOM H.S. I7 4 0„ I � IFOR ALL HEADERS, p BEAMS, -JOISTS, AND <I POST LOGATIIO� ET A SES (V (� W III LO I SOFFIT DONN G.25" OVER 2'-6" 3'-4" 6'-6" 6'-b" 5'_6 z q BUF ET GAB I NET 2880 WINE 36" OPE � OPNC�. REFG. RAILIN — — — — 0 PAS � r � FA — — — — N N N O a_ POWDER VT �� � MUDROO (j m I� FURN PANTRY m o �t - I 4" 2480 N EC. PUMP PI-4° �8"x 2PjQj0 IPA E \ I N I � J 0 I N 50 G ToHNTJ 2 GLOSS (V v OD 8.4TH0 X�j uov sD 0 I N O I Q i=OYER H.S. CV 101 HEAT DETECTOR I TO BE INTERCONNECTED TO THE ALARM IN G.4R.4C�E I THE HALLWAY THAT N WILL PROVIDE I J 71 GONG OCCUPANT NOTIFICATION < II � GUEST LINE OF O.H. DOOR I 9 SU I TE r iN uP++T-FoS�Ti_oN— LINE OF FLOOR ABOVE i n/ 0 LL X N CARPET Oz0 I Q LINE OF O.H. DOOR m W I I IN UPRIGHT POSITIO I I I I = I I I I I I I � I m ovE a POR'r-H PI-4 PI-4 16080 O.H. GARAGE DOOR O GONC I I I :2x sTu s 8080 O.H. PLA 5 GARAGE DOOR — — — — — — — — — — — — — — — — — PI-3" PI-3" (:X 2x STU s () 2x 5Tu s I'- C PLATE 5 6 PLA 5 6060 O SLDR. 16 O (EGRESS W/ 6016 I G. PIG. BLN. (S. ) '_O 2 '_-T I '- 6 1_5 1, 6 _5 48'-I0" OVERALL u ITHE VEHICLE PARKING SPACE WITHIN THE GARAGE SHALL BE j !ELECTRIC VEHICLE READY- SEE "ELECTRIC VEHICLE I CHARGING NOTE" ON PAGE 1 OF 3 IN THE CIVIL PLAN SET. a 0 to Q� Q 0 U) I 0 zz I (V is) I _ i n mQ lP 0- N D- .. 0 O _I m n�Q 0. ry a d) ty I FOR ALL WALLS LESS THAN 5'-0" TO THE PROPERTY LINE ONE HOUR EXTERIOR WALL GA FILE NO. NP 51 Oci- FIRE TEST NP 5510 (UL R5501-47, -48, UL DESIGN U50ci) EXTERIOR SIDE: BASE LAYER 5/5" TYPE X GYPSUM SHEATHING APPLIED PARALLEL TO 2X4(6) STUDS 16" O.G. WITH 1-5/4" GALVANIZED ROOFING NAILS 4" O.G. AT \/ERTIGAL JOINTS AND -f" 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" UNPAGED GLASS FIBS FRICTION FIT IN STUD SPAGES INTERIOR SIDE: ONE LAYER 5/45" TYPE X GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH bd COATED NAILS,-T/8" LONG, O.0915" SHANK, 1/4" HEADS, -!" O.G. (LOAD BEARING) 4 ?a-8 128"71 REGISTERED ARCHITECT MIGHAEL;-Zl- JOHNSON STATE OF WASHINGTON V J U00 M 00 O �T� G� Q U O H Q u U IU V ' 00 N 00 U Q � � x 00 N1 0 0 m �z 0 3: d)t E W-T0 O O X\ CA a0 � Q U map u� rW \Z o. Z fFnn O V, lu .. � mz O � QQ L IU I date : 08-I5-22 permit: revisions: drawn by G%1eGiGed �by: MW.J S�-A E-= E�T O� RESUB Nov 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE GENERAL NOTES SCALE: 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 Fri with the work, or the Contractor shall accept full responsibility for the cost to rectify same. A -8 NOTES: ALL EXTERIOR HARM NALLS TO BE 2 X 6 STUDS a 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 DF#2 UNLESS NOTED OTHERNISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED KITH R-10 INSULATION PER NSEC FOR NINDONS KITH OPERABLE OPENINGS MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELON, THE LONEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS INHERE A 4" SPHERE MAY NOT PASS THROUGH OR NHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 20ci0 OR R612.5 TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETNEEN NALL STUDS AND NATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING NINDONS WITHIN 60" FROM EDGE OF SHOWER SHALL BE SAFTEY GLASS. SHOWER FLON IS LIMITED TO 1.75 GAL/MIN. SOLID BLOCKING UNDER ALL BEARING NALLS. EXHAUST FANS LARGER THAN 50CFM MAY BE CONNECTED TO 4" SMOOTH HALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT 15 5" DIAMETER KITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES VERIFY DRAIN LOCATIONS FOR TUB SELECTED- ADD TRUSS AND OFFSET LAYOUT TO MISS DRAINS IF NEEDED ALL BUILT UP STUD/ COLUMNS USE 16d NAILS (o 12" O.G. STAGGERED TO ATTACH MEMBERS. NAILING IS TO OGGUR AT THE FACE OF THE STUD GS 16 STRAP BOTH SIDES OF BEAM TYPICAL AT BEAM TO WALL/POST GONNEGTIONS 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 3/8" NOOD STRUCTURAL PANELS PARALLEL TO THE TRUSSES NHERE INDICATED. SEAL ALL GAP5 AND HOLES TO PREVENT THE SPREAD OF HOT GASSES AND SMOKE B-S 5-1/8" X Gi" C.L.B. 24F-V4 Q S� 6 oS6 N Ow �LL< Q0,0 mJ� mom � I�� L_I__--�_=�' GB-4 5-1/8" X 12" G.L.B. 24F-V4 18'-6" LONG B-2 S-I/8" X 12'' C.L.B. 24F-V4 A 6 �01010 = BLW. PLATE oSi6 �eUU (V Ow W eo LL Q't < J �NCL c�66ti m J J mom II II II II II I 4' 8-1.1 5-1/8" X B-1 5-1/8" X v ,�•�• �i" G.L.B. Gi" G.L.B. 24F-V4 p 24F-V4 -4 S 1/8" 10-I 2" O W I Q L.B. 24F- 4 NO TOP PLATES o V RI FY R.O. OF Z DOOR z PRIORI TO FRAMIi`1G ® W -6 �I-I/8 x Iz I L � 0 # G.L. 24 V4 X � F3L . PLATE Q 4XI0 Q�•P� Q�•P4> Q�•P�J DF#2 ON 4X I O DF#2 0# ItQ LEGEND: BEARING HALL — — _ — — — BEARING ABOVE FLOOR LINE ABOVE PT. LD. POINT LOAD ABOVE ABV. .c MULTIPLE 2x STUDS a POINT LOAD SMOKE DETECTOR O I I OV I NTERCONNEGTED N/ BATTERY BACK-UP. PER I RG 514 OCARBON MONOXIDE DETECTOR PER IRG 515 SHEAR NOTE: U 1= 1= r= R... r— L. O O SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, ff DETAILS. SEE GENERAL NOTES e<,ALE: 1 /4" = 1'-0" 12571 REGISTERED ARCH I TEGT I"flGl-FAEL WAYNE JOI-FN50 STATE OF WA51-FINGTON 1 . r^ V J U C) � O 0 W C\ z ° U O H U u U 00 •� U zN � � x 00 r M 0 0 00 m (n° a)(� 0 E6 Wr >o< � 1 �wQ mL� r U N m� n N a) w z� J aCD � �z 7 4.1 � m0 O 0 H L I date : 08-15-22 permit: revisions: drawn by: checked by: MWJ RESUB Nov 03 2022 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. A -8 NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS a 16" O.G. TYPICAL. ALL HEADERS TO BE 4X8 DF#2 UNLESS NOTED OTHERW 1 SE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING 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 GAL/MIN. EXHAUST FANS LARGER THAN 50CFM MAY BE CONNECTED TO 4" SMOOTH WALL \/ENT PIPE IF RUNS DO NOT EXCEED 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 APPL I ANGES LEGEND: BEARING WALL — BEARING ABOVE FLOOR LINE ABOVE PT. LD. ABv. .c POINT LOAD ABOVE MULTIPLE 2x STUDS ® POINT LOAD SMOKE DETECTOR O I10\/ INTERGONNEGTED W/ BATTERY BACK-UP. PER IRG 514 OCARBON MONOXIDE DETECTOR PER RG 515 SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, 4 DETAILS. 4P�'-ICE" (-)\/FRAI_I I m TOP OF WINDOWS 401 PIG. 5040 XO Q AT UPPER FLOOR (S G) SLDR 2 SO HOUSE AN OFERa�N� 6040 XO 0 TO BE 4T 7 -0 SIN LE GONTI NUOSLY IN SLDR. dJ UNLESS OTHERW 1 SE O H NCG AG O ASHRAE 62 2 (EGRESS) NOTED FRESH AIR TO BE m PRO\/IDEO WITH VENTS AT ALL OPE ABLE WINDOWS LINE OF OUTSIDE — — — MASTER WALL — = = BEDROOM BELOW �J' I CARPET < �� ®FREESTANDING SOAKING TUB — — — — — — — — — — — — — — — — — — 10 WHOLE HOUSE MUDPAN O CIO 6 SHOWER CFM FOR ALL HEADERS, FAN flA i 0 BEAMS AND \/TO (Jl i P057 LOCATIONS, SEE Us0 SHEET A-7 � BEDROOM TWO O , ® FAN UNDRY CARPET ✓TO H.- S. x N MASTER 2668 OATH O I H.S. IIOV S.D. O 2468 � 8'-6" 2' -4" Q N Z EFM I m Q ®FAN To N T LINEN (V 00 5G" TALL WALL QJ OATH 0 I I W/ GAP— �� UJ — — — — — — — — — LINEN I 0 I � Pis P45 50 �0 �T PC r o iN 1: 0 N TUB/SHOWER `W �— Q R.O. = 5' O_W,0 n/ SEE NOTES lL N I10 S.D. BONUS P -$S ROOM CARPET (v (v 5'-2" � IIOV S.D. Ilov s.D. 0 X N BEDROOM - BEDROOM THREE (V � FOUR 1 CARPET CARPET LINE OF OUTSIDE WALL - BELOW 0 I I I � I 6 HOLDDOWN SCHEDULE MARK. HOLIDOWN/ FASTENERS WOOD MEMBER ANCHOR 5TRAF TH I GKNE55/5PEr- I ES REOU I RED T-1 STHD14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-S MSTA56 (26)- IOd (2) 2X4/2X6 STUDS HF/5PF 2 2X4 2X6 STUDS T-4 MSTG48B5 (S8)-1 Od HF/SPF T-S HD 7B (S) _ S/4„ 5-1/2 " MIN. 55TB28 (WE5 ") " DF/SP MIN. 24-7/8 EMBEDMENT L =f=r=R FLOOR-11 SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 125-71 REG I5TERED ARCHITECT 1�11GHP.EL 1NAYNE JOHNSON STATE OF iNASHINGTON V J U00 00 0 w � W Q U O H Q U u N �L� Ln u U cl Q � � x 00 N` O O 0C Az O V \ O< �V O -C Q U map u� Z n. 7- /F� O V■ L .nr (� lu } I I � m0 O O H L IU a_ date : 08-15-22 permit: revisions: drawn by G%1eGiGed by: MWJ A& RESUB Nov 03 2022 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 proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. A -8 ROOF FRAMING NOTES GUT RAFTER TAILS TO MATc-,H 2x4 TRUSSES CONNECTORS 5HALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF FIT(fH SMALL BE 5: 12 Tl'F I GAL UNLE55 NOTED OT-IERW I SE ROOF OVERHANG 5HALL BE 12" U.N.O. �m p 05 TRUSS NOTE 2x6 O\/ERFRAM I NG BEARING BELOW DOWNSPOUT ALL TRUSSES SHALL HAVE: 1. STRESS ANALYSIS AND DRAW I NGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFACTURER'S STAMP ON FRE- MANUFACTURED TRUSSES. 5. BRACED TO MANUFACTURER'S SFEG I F I GAT I ONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEFT. FOR APPROVAL AND SHALL BE KEPT ON SITE FOR FRAMING I NSFEGTI ON. 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT FRIOR BUILDING DEPARTMENT AFFRO\/AL OR ENGINEERING CALGULATI ONS. 6. ALL TRUSSES SMALL HA\/E SIMFSON H-1 GL I P5 AT ENDS. NHERE TRUSSES ARE PARALLEL TO WALL, USE 51 MFSON L50 AT MIOSFAN. USE SIMFSON STC CLIP5 AT NON -BEARING WALLS ROOF VENTING C ALGUL,AT I ON -PER 2010 I RG R806.2 I q42 SOFT AREA = 6.4-7 SOFT REOU I RED 500 (6.4-7) X (509-6) = 5.24 SOFT MIN. REOU I RED AT EAVES TYPICAL TRUSS BLOCK HAS (4) 2 Q) SCREENED HOLFS PROV I D I NCB 6.28 SO. IN. (.044 SOFT) PER BLOCK. ,APPROX I M,ATELY 60 VENTED BLOCKS= 2.64 SOFT PROVIDED AF50 ROOF JACC< VENTS= .54 SOFT EACH VENT PROVIDE 2 AF50 \/ENTS = .68 SOFT PROVIDED (6.4-7) X (509-6)= 5.24 SOFT MIN. REOUIRED WITHIN 5' OF THE RIDGE AF50 ROOF JACK VENTS= .54 SOFT EACH VENT PROVIDE 11 AF50 VENTS = 5.74 SOFT PROVIDED DS zEPL�GF ROOF 40 O\/ERH.ANC�S NO \/ENTED B 1 RD BLOCKS AT ROOF- 5T.ALL (1) AF50 T AT F.P. ROOF HF#2 RAFTERS © 24" O.G. A ROOF` SLAIN, 125-11 REGISTERED APGHITEr-T I"IIGI-I�.EL WAYNE JOI-INSON STATE OF WASI-fINGTON � U M w � W U O H U U v� N 00 r m wz N 0 _ -wQ r U m L � u� '� z U) az � �z a � � m0 O O L date : 08-15-22 permit: revisions: drawn by G%1PGiGPd by: MWJ SH��T RESUB Nov 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TOTAL VENT AREA PROVIDED= -7.06 562 FT SEE GENERAL NOTES SGALi-: 1/4" = I'-O" Nritte-n dime-nsions on this drawing shall have- pre-ce-donGe- ovor scalod dimonsiona. Contactor shall vorify all dimon5ton5, conditions, otG., pertaining to the work bofore- procooding. The- ONnor must be- notifiod of any variations from the- dimonatons and/or Gonditions shown on the-ae- drawings. Any such variation shall be re-solvod by the ONnor prior to procooding with the- work, or the Contractor shall aGcopt full re-sponsibility for the- cost to re-ctify same-. 4" 4"� STORM SYSTEM PRE. MFO. TRUSSES S�GT 1 Oil �—� SEE CGENERAL NOTES 201 �5 ,1 AS N�TON STATE ENERO�'I' OOD *ALL GL_I1MATF— ZONES (TABLE i�402.I.I) FENESTRATION SK'fL I C-,-HT GLAZED r-E I L I NCB WOOD FRAMED FLOOR BELOW C-GRADE SLAB R-VALUE U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE R-\/ALUE WALL R-VALUE AND DEPTH SI-IGG 0.ZB R-58 10/15 R- 0, z FEET (PRESr-RIPTIVE 0.50 NR R-4�i R-21 (PRESCRIPTIVE R-Z +TB �o R-3o) *TALE 406.5— ENEFP C�1' GRED 1 TS (S 1 NC�L_E FA1� I LY) FLAN REOU I RES 6 GRED I TS SINGE IT 15 OVER 1500 SOUARE FEET AND UNDER 5000 SOUARE FEET OF71ON HEAT IN CB OFTION 2 HEAT FUl 1F (ELECTRIC) GRELDIT M ENERGY FRESCR I FT I \/E COMFL I ,ONCE IS BASEID .5 OFTION ON TABLE R402.1.1 N I TH THE FOLLOVN I NCB 1.5 MODIFICATIONS: PERT I C,AL FENESTRATION U = 0.28 FLOOR R-58 SLAB ON C�RADE R-10 FERI METER AND UNDER ENTIRE SLAB BELOV4 C�RADE R-10 FER I METER ,AND UNDER ENTIRE SLAB OR COMFL I ANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 596 ENERGY AIR —SOURCE CENTRALL"r DUCTED HEAT FUMF 1.5 OFTION Val I TH A MINIMUM HSFF OF 11.0 5.5 ENERGY HVAC EOU I FMENT AND ASSOCIATED DUCT 1.0 OPTION SYSTEI 1(S) INSTALLATION SHALL COl 1FL-r 4.2 N I TH THE REOU I REMENTS OF SECTION R405.5.1. LOOT I NCB SYSTEM COMPONENTS IN CONDITIONED CRANLSFAC,ES IS NOT PERMITTED UNDER THIS OFTION. ELECTRIC RESISTANCE HEAT AND DUCTLESS HEAT FUMFS ARE NOT PERM I TTED UNDER THIS OFTION. DIRECT COMBUSTION HEATING, NI TH AFUE LESS THAN 80% IS NOT FERM I TTED UN1DER THIS OFTION. ENERC�'r NATER HEATING;, SYSTEM SHALL INCLUDE 2.0 OFTION THE FOLLOV4I NCB : ELECTRIC HEAT FUMF 5.5 NATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S AD\/ANCED WATER HEATI NCB Si=EC I F I CATI ON TOTAL_ 6.0 CRED I TS 5G.4L1=: 1/4" = 1'-0" '.L. =R °.L 41 U A I R LEAKAGE TEST I NCB (NSEC R402.4) THE BU I LID I NCB OR DNELL I NCB UNIT SHALL BE TESTED AND VERF I ED AS HAV I NCB AN A I R LEAKAGE RATE OF NOT EXCEED I NCB 5 AIR CHANGES FER HOUR (OR LESS OEFENO I NCB ON ADDITIONAL CREID I T OFT I ONS) . TEST I NCB SHALL BE CONDUCTED V41 TH A BLONER DOOR BY AND AFFROVED THIRD FARTY. A NRI TTEN REFORT OF THE RESULTS OF THES TEST SHALL BE S I CANED BY THE FART T1 CONDUCT I NCB THE TEST AND FROV I DED TO THE CODE OFFICIAL. TEST I NCB SHALL BE FERFORMED AT ANT TIME AFTER CREATION OF ALL FENETRAT I ONS OF THE BU I LD I NCB THERMAL ENVELOFE DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED (NSEC R405.5.2) i=ER NSEC R405.5.5, DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED AN0 LEAK TESTED FER NSEC R404.1, A MINIMUM OF ciO FERCENT OF THE LAMPS IN FERMANENTL-r INSTALLED L I G HT I NCB FIXTURES SHALL BE HIGH—EFF I CENC1' LAMPS FROV I DE CERT I F I CATION REPORT FER R405.2 IN 2018 NSEC THE BU I LID I NC,S THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE AND THE RESULTS OF THE TEST SHALL BE SIGNED BY THE FART-r CONDUCT I NC, THE THIRD FART-'' CONDUCTING, THE TEST AND FROV I DED TO THE CODS OFFICIAL (NSEC R402.4) AT LEAST ONE THERMOSTAT FER Z V)NELL I NCB UNIT SHALL BE C,4FABLE OF CONTROLL I NC-2 THE HEAT I NC-7 AND COOL I NCB SYSTEM ON A DAIL"r SCHEDULE (NSEC 12b'11 REG I5TERED AFZr- iITEGT MIGh+AEL WAYNE JOHNSON STATE OF NASHINGTON V J � U M w � W � Q o U H O � �U U� N Do U cry 71 r 00 m (nz W o E \r /O� 1 �wQ r U z J az 0 4 .. a mz � F Q Q date : 08-I5-22 permit: revisions: drawn by checked by: M1N,J SHF::F::T /-4h% 45 RESUB Nov 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S#-4 Em. 141-kkik ^ L.L. aG#-4rz=�UL.r= PER ao 1 a lea GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWNS AS GL05E AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, � NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL SPACING SILL OPTIONAL BASE HEM FIR #2 MARK �/I6" TOP 4 BTM. A55 BLKCG. PLATE 51MP50N MA5AP PLATE VALUE PLYWD. PLATES ANCHORS REQ'D. EDGE5 FIELD ANCHOR BOLTS ANGHOR5 NAILING (#/LF) PI-6" ad 6" 12" 6" 18" O.G. 2x4 5/8" ® 48" o 48" 4 ENDS (2) I (od ® 10" 240 PI-4" ad 4" 12" 4" 16" O.G. 2x4 5/8" Q 32" @) 50" $ ENDS (2) Ibd 0 7" 34Q PI -3" ad 3" 12" 3" 14" O.G. 3x4 5/8" (9 24" @ 24" � ENDS (2) I bd 0 5" 450 PI-2" ad 2" 12" 2" 12" O.G. 3x4 3/4" @ 24" @ 18" $ ENDS (2) 16d @ 5" 555 P2-6' "" ad 6" 12" 6" 10" O.G. 3x4 5/8" @ 24" N/A (2) 16d @ 5" 450 P2-4" '"'" ad 4" 12" 4" 8" O.G. 3x4 5/4" m 20" N/A (3) 16d m 5" 700 P2-3" ad 3" 12" 3" 8" O.G. 3x4 3/4" m 16" N/A (4) 16d m 5" 900 P2-2" ad 2" 12" 2" 8" O.G. 3x4 5/4" m 12" N/A (4) Ibd m 4 " 1170 "NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS $ PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS PER IBG 2018, 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. SHELF, WILL NOTES 7/16" 0515 OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL m 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPAGIN6 IS SPECIFIED AT PANEL EDGE5, USE 1-1/2" 8d SHORT NAILS OR 3X STUDS WITH ad COMMON NAILS. FOR 2" NAIL 5PAGIN6, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EAGH SIDE. FLOOR PLYWOOD - USE ad COMMON NAILS ® 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE 5HOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINC75 AND EXTERIOR WALLS SHALL BE GROSS BLOCKED AT 48" O.G. @ ED6E5 W/ (4) 1 Od NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. 7/16" OSB OR PLYWOOD SHEATHING - STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 6A. STAPLES @ 15 SA. STAPLES @ 14 6A. STAPLES 3" O.G. - 250 #/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. 6" O.G. - 620#/ft. FIELD SPAGIN6: 12" O.G. NAILS 4 STAPLES. HOLDOWN5 - INSTALL 51MP50N HOLDOWN5 OR USP HOLDOWN5 AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. PER PLAN, SIMPSON STHDI4 OR USP STAD14 SIMPSON MST36 OR USP MST136 SIMPSON MST48 OR USP K5T248 SIMPSON HD-7B OR USP TDXIO (7/8" ANGHOR BOLT MIN. SIMPSON MSTG48B3 OR USP MSTGB48B3 24" EMBEDMENT, 3" BOLT INTO (3) 2X4((9)) 8' PLYWOOD FLOOR HALF < DBL TOP PLA' HALF ON BOT- PLATE RIP OF SHEAF TYING 2ND FL BOTTOM PLA- 2ND FLOOR R AND TO 1ST F TOP PLATE I ST FLOOR W; TYING 15T FL( TOP PLATE T FLOOR BOTT( PLATE RIP OF SHEAF TYING 15T FLU BOTTOM WAL1 PLATE TO I ST FLOOR RIM A MUD 51 LL ON FOUNDATION 2ND FLOOR DOUBLE TOP PLATE NOTE:: IF ,WALLS SHE ATHFD FE R DETAIL THAN NO AE35/LFT4 ARE RE=OUIRED ZND FLOOR BOTTOM PLATE FOR RIM I ST FLOOR DBL TOP PLATE I ST FLOOR BOTTOM PLATE �)R RIM MUDS I LL PER PLAN NAIL SHEATHING TO HEADER HEADER ® 3" O.G. B.W. EXTEND TO END WALLS — (2) 2x STUDS ' CONNECT PLYWOOD W/ bd NAILS ® B' O.G. TO ALL STUDS, PLATES 6 HEADERS APA RATED SHTC- %" MIN. 24/0 EXP. I �j n I I I f STHDI4 WooD PLYWOOD ROOF TO CONCRETE TRUSS COMPANY SHEATHING CONNECTORS OR TO PROVIDE EQUAL BLOCKING (s) #4 VERTICALS 1 ETRUSSES PER PANLS IN 8d NAIL ® 6" o.c. TO 1 PLATE OR 2-2X NAIL SHEATHING PLAN BETWEEN TRUSSES TRUSS PANELS #4 #4 HORIZ. ® TO EACH PLATE OVER THE TOP OF THE 8d NAIL o 6" o.c. 5/4" x 10" A.B. SHEAR WALL NAILING SHEAR WALL TO TRUSS W 5"X5"Xv4„ PER SHEAR WALL SCHEDULE GONG. PLATE WASHER STEM O WALL r BOTTOM PLATE NAILING PER SCHEDULE TO 2X MSTG4853 PRE -BENT RIM JOIST STRAP AT LOCATIONS SHOWN ON FLOOR PLANS GONT. FOOTING ELEVATION VIEW OUTSIDE OF GARAGE GARAGE DOOR 77//],--6 - INSIDE OF GARAGE PLAN VIEW OF GONGRETE STEM WALL I LATERAL RESTRAINT PANEL 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/ 16d — ® 8" O.G. 8 VENT HOLES (RIP BLIG'(S,.) OVERHANG It Ly CHI ANCHOR 9 FASCIA 2. O.G. SHEATHING PER SHEAR SCHEDULE 2X STUD WALL ® 16" O.G. TYP. SHEARJNALL TO ROOF GONNEGTION NO SCALE NAIL SHEATHING 18" FLOOR 4XIO BLOCKING IN BETWEEN TO BLOCKING TRUSSES FLOOR TRUSSES PANELS PER ® 24" O.G. AT EACH STRAP LOCATION SHEAR WALL (2) 2X TOP A35 TRUSS COMPANY TO INSTALL CHORDS GALLED OUT PLATE IN FLOOR TRUSSES TO ALLOW FOR AT UPPER INSTALLATION OF 4XIO BLOCKING LEVEL- CONNECT A55 SPACING PER TOP PLATE TO SHEAR WALL SHEATHED BLOCKING SCHEDULE I-3/4" X IS" PANEL WITH A55 LVL BLOCKING CLIP ® 12" O.G. ® WALL SHEAR WALL NAILING PER SHEAR WALL SCHEDULE 2X STUD/ SHEAR WALL PER SCHEDULE 2 SHEAR WALL AT INTERIOR SHEAR WALL 3 5HEAf:;,7-' �j� WALL FEj, TO Tf;;->IJSS L-I (TRUSSES PERPENDICULAR) NO 5GALE L-I NO SG?.LE 12871 REG I5TERED ARCHITECT MIGHAEL WRYNE JOHNSON STATE OF WASHINGTON vJ C� U00 m 00 o �rTT�1 c� Q 0 U z U � U 0 00 •uo U z 00 c� O O 00 r )Z W 0 K co 6 r >0< O �wQ r \z az 60 7- \\\ 11 4.1 A I � � m0 � 0 QQ L I date : 08-15-22 permit: revisions: drawn by: �heciced by: MWJ SHE=E=T I RESUB Nov 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHF-A7HING GONNEGTIONS 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 some. 24" CARDBOARD BAFFLE ALLOW FOR I" AIRSPACE MIN. EXTEND 12" ABOVE INSULATION. --\ SOLID SHEATHING OR COX PLYWD. WHERE EXPOSED TO WEATHER TOP PL. IX FASCIA BO. W/ METAL GUTTER 2X BIRD BLK'6. W/--1 2" SCREENED VENT HOLES WITH 1/4" GORRPSION RESISTANT METAL MESH GOVERIN6 FIN. FLR. TOP PL. (2) 2x TOP PLATE, LAP GOF OFFSET END JOINTS BY 48" OSB. OR PLYWD. SHEATHING. NAIL 6" EDGE, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 2x STUDS ® 16" O.G. TYP. SIDING, SEE PLAN FOR TYPE 2x BOTTOM PLATE 2x P.T. SILL FIN. FLR. z_- 4"<P D.S. T16HTLINE, POSITIVE DRAIN TO STORM SYSTEM FIN. GRADE TO SLOPE AWAY FROM BUILDING z_ T- N z 4"(P PERF. FOOTING DRAIN TILE W/ CLOTH COVER ff GRANULAR COVER AS REO'D. BY SOIL CONDITIONS ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OB5 SOLID COX 24-0 PLYWOOD SHEATHING; 8d (D 6"O.G. E06E 8d a 12" O.G. FIELD (7/16" 05B AGX PLYWD a EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH 8d NAILS, U.N.O. APPROVED TRUSSES BEARING MANUFAGTURER'S SEAL. SEE ROOF FRAMING PLAN FOR SPAGIN6 \\--INSULATE PER WSEG LIVINO AREA FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS ENGINEERED JOISTS, SIZE AND SPAGING PER PLAN OR FLOOR TRUSSES i2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER (P WALLS AND GEILIN65 LIVIN� AREA FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS J"X 10" ANCHOR BOLT W/ 3"X3"X" PLATE WASHERS @ 48" o.c. NO LESS THAN 4�" $ NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS -SEE SHEAR WALL NAILING SCHEDULE. 2x P.T. SILL I� X cS� J I Q O _I a #4 REBAR W "J" BAR 5/8"X 10" ANCHOR BOLT W/ 3"X3"X I/4 " PLATE WASHERS ® 45" o.c. NO LESS THAN 442" � NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. #4 REBAR ® 16" O.G. HORIZONTAL #4 REBAR @ 48" O.G. VERTICAL ° 3" MIN. GLR. TYP. ALL FOOTINGS TO BEAR ON BEARING SOIL 2 STO . FCUNZI A71 Oil I7EE7AIL S 50ALE: N.T.S. 3/4" T$ 6 PLYWOOD SUB -FLOOR (GLUED $ NAILED) NAIL 6" EDGE, INSULATE PER WSEG., 12" FIELD W/ IOd NAILS. �a 48" MAX. ° UNBALANGED (TALLER WALLS PER PLAN) REBAR PLACEMENT SEE DETAIL #2 ABOVE z� o SEE FOUNDATION PLAN FOR BEAM SIZE 4 POST SIZE / 5PAGIN6 a0# FELT a 6 MIL. POLY VAPOR BARRIER a n (� ALL REINFORCEMENT MUST BE TIED IN PLACE FOR FOUNDATION INSPEGITON SEE FOUNDATION PLAN FOR FT6. / FON. SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL 71'F I OAL JNALL SEOT 1 OBIS 6 50ALE: N.T.5. TOP FLANGE JOIST HANGER PER PLAN SOLID BLOGKIN6 BR6. WALL ABOVE TYP. ENGINEERED JOISTS, SIZE AND SPAGING PER PLAN, 2x4 GUSSET EA. SIDE - "SIMPSON" H6AM10 POST TO GONG. SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL HANDRAIL: GRIP 1%4" - 2" PROJECTION FROM WALL NO LESS THAN I%2". OPEN RAIL: OPEN SPACE BETWEEN PICKETS SHALL BE LESS THAN 4" CLEAR - 2X4 STOP 2-2X HEADER FLOOR JOIST FIREBLOGK STAIRS: ONCE IN TOP $ BOTTOM OF RUN BETWEEN STRINGERS $ ALONG RUN BETWEEN STUDS USABLE SPACE UNDER STAIRS TO BE I HR FIRE CONSTRUCTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR GEILIN6) m 1- N051 NO HANGER 0 3-2x12 STRINGERS Q w 2 2X4 BLOGKIN6 Z (F I RESTOP) —FIREBLOGKS Q� NASH AND ASSOOI ANTES CGENERAL NOTES: I. All construction per applicable codex and ordinances. 2015 IRG, IBG.-2018 WASHIN6TON STATE ENERGY CODE 2. Verify all dimensions on job site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner will 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 200 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.AII metal connections to treated wood shall be at a minimum; triple zinc ZMAX (6185 per ASTM A653); Hot Dip 6olvonze (ASTM A123 for connectors and ASTM153 for fasteners and anchors. 11. All bathroom fans, kitchen hood, and dryer ducts shall 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. OL I MATI O AND GEOGRAPH I O DESIGN ORITERIA: TERMITE: DECAY: WINTER DE516N TEMP: \ IGESHIELD REQUIRED: \ FLOOD HAZARDS: AIR FREEZING INDEX: MEAN ANNUAL TEMP: r STAIR I7r=TA I L- 7Y'F I OAL G SCALE: N.T.S. n An G 4" GONG 4" GRAM STAIR NOTES: RISER HE I C-)HT = -7-5/4" MAX. TREAD DEPTH = 10'' MIN. DESIGN DATA: SLIGHT TO MODERATE SLIGHT TO MODERATE 260 YES 2005 la612 FIRM 250 46 ROOF LOADS: LL 25#/5F (SNOW) OL 15#/SF TOTAL 40#/SF FLOOR LOADS: LL 40#/SF OL 10#/SF TOTAL 50#/5F DECK LOADS: LL 60#/SF OL 10#/SF TOTAL 70#/SF SOIL 1500 PSF MINIMUM CONCRETE: 2500 PSI AFTER 28 DAYS (5i2 SAGK MIX) -5000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR 6ARA6E SLABS- AIR ENTRAINMENT IS BETWEEN 5-1% (TABLE 402.2 IRG) MASONRY PER 2018 IBG STEEL: PER 2015 IBG (GRADE 40) WOOD : PER 2018 IBG NAILING PER 2018 IRG NAILING PER TABLE R602.3(I ), R802.10 WIND: 85 MPH SEISMIC: ZONE - DI V = see design calculation5(Wdl) WEATHERING POTENTIAL: MODERATE FROST LINE: 12" E.F.P.: 45 PSF 4" BEAM: DOU6LA5 FIR #2 6" BEAM: fv = 85 fb = 875 PSI E = 1,600,000 4" POST: DOU61-AS FIR #2 6" POST: fv = 85 fb = 875 PSI E = 1,300,000 JOISTS $ RAFTERS HEM FIR #2 $ STUDS: fv = 75 fb = 850 PSI E = 1,500,000 6LU-LAM BEAMS: fv = 165 psi fb = 2,400 psi (reduced by size factor, GF*KI) E = 1,000,000 psi NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE NOTED ON THE PLANS. I. SUBFLOOR: T$ 6 PLYWOOD OR 05B APA RATED 5TURD-I-FLOOR 16" O.G., 5/4" WALL $ ROOF SHEATHING: APA RATED 5HEATIN6 24/16 7/16" FOOTING FOR: 8" WALL - 18"x 12" FOOTING 24" BELOW GRADE #4 STUB STEEL - 48" o.c. VERT. UNLESS NOTED OTHERWISE �i V-�/ RE'I5TEREO ARCH I TI-C MIGH EL W YNE JOHNSON STATE OF WP.SHINGTON 00 r !1 V J N 0? Ln cli � M F---1 U cc 0 O U r I U N U� H 00 0 0 00 V date: 03-03-21 permit: revisions: drawn by: RO checked by: SHEET I RESUB Nov 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT