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APPROVED BLD PLN FIR BLD2024-0266+Architectural_Plan+2.28.2024_12.30.43_PM+4089072Written dimensions on this drawing shall have precedence over scaled dimensions. contactor shall verify all dimensions, condltlons, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or condltlons shown on these drawings. f�ny 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. ASPHALT COMP. SHINGLES ON I S*k FELT METAL GUTTER ON zX8 FASG I A BOARD BOARD AND BATTEN S I D I NCB- I XS BATTENS � 16" O.G. W/ PLYWOOD OR HARD I -PANEL BEHIND ZXIO BARGE BOARD W/ I XS TRIM � CABLE ENDS 12 NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, PAINTED OR GFDAR. 2. GAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR EN\/ELOPF PENFTRAT I ONS. �. GLAZING PFR STATE ENERGY GODF. 4. PROTEGTI ON FROM DFGAY I S REQUIRED FOR ALL WOOD S I D I NCB AND WALL FRAMING LESS THAN Z" ASO\/E GONGRETE STEPS, PORGH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER 5. RFFFR TO ALL ELE\/ATIONS FOR TYPICAL NOTES. 6. S.G. = SAFETY GLASS �L�4SHI1�1C� NOTE APPRO\/ED GORROS I ON -RESISTANT FLASH I NC SHALL BF APPLIED SH I NCLE FASHION I N SUCH A MANNER TO PRE�/ENT ENTRY OF WATER INTO THE WALL GA�/ITY OR PENETRATION OF WATER INTO THE BU I LD I NC STRUCTURAL FRAM I NC COMPONENTS THE FLASH I NC SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPRO\/ED GORROS I ON RESISTANT FLAB+ -I I NCB SHALL BE INSTALLED AT THE FOLLOW I NCB LOGATI ONS: I . EXTERIOR WINDOW AND DOOR OPEN I NCB. FLASH I NC AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RES I STI �/E BARRIER FOR SUBSEQUENT DRA I NACE 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCT I ON WITH FRAME OR STUCCO WALLS S. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL GOP I NCS AND SILLS 4. CONTINUOUSLY ABO�/E ALL PROJECTING WOOD TRIM �. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME GONSTRUGTI ON 6. AT WALL AND ROOF INTERSECTIONS -1. AT BUILT I N GUTTERS Approved D F M CMr'�s gust South County Fire Date: 03/12/2024 03-12-2024 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. 3. ENSURE EXISTING WATER METER IS ADDEQUETLY SIZED TO SUPPLY. (CIVIL SHEET SP-01). DFM BURT BRA I Si=n H��L \/�N I PORG 0 y� ��O�IT �����T I O� S�� G�N�R.4L NOTi=S SG?.L�: I/4" = I'-O" �� (S.G.) �� (S.G.) fi���fi� �����T I O� Si=i= Gi=Ni=i�.L NOTES MAXIMUM BUILDING H� I GHT ® 148.1 �� — H� II GHT OF STRUGTUR� „ � 14-7.6-7' �C UPPER FLOOR P.L. — FIN. FLR. UPPi=R STONE VENEER INSTALL PER MFD. SPEC I F I GAT I ONS TREATED PLYWOOD BFH I ND ALL AREAS WITH STONE SCALE: I/4" = I'-O" M.41N FLOOR P.L. FIN. FLR. M,B.I N � I �4.00' N .4.O.G. � I��.I�' sQU�ie� �OOT�C�E=S M� I l�l 14�� U���� 18T 8 TOTAL_ ���� C�/4\���G� �o 18 �i0 Y ���� �CJ� i=Oi�G� GO����I� I �8 i=�T I O D�GiG I I � ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF I/2" AND TO BE ON A CONTRASTING BACKGROUND PER I RG S I Gi.l UPPER FLOOR P.L. 8 EXPOSURE HORIZONTAL SIDING TYPICAL I X4 CORNER ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE - -FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED BY PLANNING Jun 14 2024 ; Special Inspections are required for this permit: ; I 1. Monitor and test structural fill I placement and soil compaction. 2. Observe bearing capacity at foundation locations 3. Observe slab on grade preparation. Please obtain a separate plumbing permit ;from the City of Edmonds. City Of Edmonds Building Department Work NEW SFR Address 648 WALNUT ST Owner SELECT HOMES Approved Date 4/19/2024 -------------------------------------- Building Official � Permit Number BLD2024-0266 128'! I 2EG I STE2ED AFZGi-i I TEGT MIGi-fAEL 1NAYNE JOh+N50N STATE OF w.4s+iINGTON VJ • U� `� � rT, F-��-� r7� h� � � � �� U Q U H�-� O ,� ��� C/� � � � u �� � N � � "� � � U �' � z W M�--1 C/� � H c� c c r m �? � '� � � wr }�� 0 � Q ��� _ ��uQ r U m�� n � m�� N � � z� � — � J 11� lfl�l m� /�� VI m � �, m � �a O H � � W o � L date : 08-15-zz permit: revisions: drawn by MWJ ch�c�ed �by: S�--f��T I RECEIVED Mar 05 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2024-0266 Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dlmensions, condltions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dlmensions and/or condltions 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. C I d UPP#=R FLOOR P.L. =LR. UPP#=R M?.IN FLOOR P.L. FIN. FLR. M�.I N �� 6 UPPER FLOOR P.L. � o %� %� _ _ Cs.�.) Cs.�.) _ _ FIN. FLR. UPPER M?.IN FLOOR P.L. r� �� I _ o000 O C�,�.) �oo��oo `JU OOP _ _ FIN. FLR. M?.I N � I GAT �����T I Ol�l S�� G#=N�R?.L NOT#=S SG.4L�: I/4" = I'-O" ���T �����T I O'N, Si=i= G�N�R.4L NOT#=S SG?.L#=: I/4" = I'-O" 128-I I i?EG I STEi2Ei7 ARGi-i I TEGT MIG+i.�CEL YViiYNE JOI-FNSON STATE OF WASHINGTON v J U� `� w � W � �, � U Q ° U H O � I� ��� v� �xy ��� N� �� . � a � U � z�� `� � x c c m '�//��U nVi? W �r }0� � I ��� _ ��uQ � r U m�� n m �n � cv _� � � z� C� — � m m m 0 L date: 08-15-zz permit: revisions: drawn by MWJ checked �by: � �--f � � T RECEIVED Mar 05 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2024-0266 Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, Gonditlons, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or Gonditlons shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall aGGept full responsibility for the Gost to rectify same. SHE,4R NOTE: I. SX MATERIAL GAN B� USED FOiZ ALL MUDSILLS 2. SST � DOUBLa= 2X STUD Ba=i-f I ND �V�RY STI-fDl4 I-fOLDOWN G.°.LL�D OUT ON TI-I� FOUNDATION PLAN. SST I-fOLDOWN I/2" MINIMUM AWAY FROM WALL GORN�RS, WINDOW AND DOOR i-fEf�DE�S. I T I S I MPO�Tf�NT Ti-f,4T Ti-f� �OUND�°.TION GONT�.4GTOR I-1�°.S TI-I� MAIN FLOOR PLAN Si-I��T TO PROi��RLY LAYOUT I-IOLDOWNS. S. � MST48 STRAP W I TI-f (2) I /2 " BOLTS INTO Ti-fa= FOUNDATION IS ?� PROPa=R i=1X FOR A M I SPLAG�D STi-ID 14 i-IOLDO1w1N. NOTFS: ALL WOOD IN CONTACT WITF-f CONCRETE SI-I/aLL BE PRESSURE TRERTED OR CEDAR. PROVIDE CRAWL DRAIN � LOW POINT IN GRAWLSPAGE. SOLID BLOGIGING UNDER ALL BEARING WALLS. SLOPE ALL GONG. STOOPS AND/OR PATIOS I/4" PER FOOT AWAY FROM DOORWAYS. BEARING WALL ABO�/E FOUND?�TION �IENT G�LGUL?�TION 1465 SQUARE FFFT = �00 �i \TENTS RFQU I RED � � � SHEAR NOTF 4.88 .5� SFF SHFFT L I FOR SHEAR 1N?�LL LOG?�TIONS, SHEAR W?�LL N,41 L I NCB SCHEDULE, � DFT,41 LS. HOLDDOI^lN SGH�DUL� MARK i-fOLD01^lN/ 3=.°.ST�N�RS WOOD M�MB�R ,°.NGi-fOR STRAP T+-f I GKNa=SS/SP�G I �S R�QU I RED T- I STHD 14/I 4 R_1 24— 16d S I NKFRS (2) 2X4/2X6 STUDS I-fF/SPF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS I-fF/SPF T-� MST,4�6 (2F�)-IOd (2) 2X4/2X6 STUDS H�/sP>= 2 2X 2X6 STUDS T-4 MSTG48B� (� 8) — I O d I-I�/SPA T—S HD-7B (�)— �/4" S—I/2" MIN. SSTB28 (-7/8") " DF/SP MIN. 24--i/8 EMBEDMENT 4Gi'—ICE" C7�/PR,41 �OU'N,I��T I O'N, ���� 128-! I REGISTERED .4RGH I TEGT MIGI-F.4EL iNiaYNE JOI-FN50 STATE OF YVAS+iINGTON V J U� `� w � W � �, � U Q ° U H O ��� ��� � � ��� ��� '^ �./ J � �� N � � .�� � � U � z�� `� � x >- m cn° o � N � �� �� � ,- } � ,� o � o ��� = S u� Q � r U m�� n � m�� cv � � z� Cn — � m m m z V L date: 08-15-ZZ permit: revisions: drawn by MWJ checl�ed .by: ��--i��T RECEIVED 11�/FTi11.'��lyZ! CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2024-0266 S�� G�N�R.4L NOTES SG.4L�: I/4" = I'-O" Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS � 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 DF#2 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 THAN �2" ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 20�i0 OR R612.B SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOGKINC� 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/1"IIN. EXHAUST FANS LARGER THAN SOGFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING WALL — — — — — — BEARING ABOVE FLOOR LINE ABOVE PT. LD. �_, POINT LOAD ABOVE ABV. .-� MULTIPLE 2x STUDS � POINT LOAD O SMOKE DETECTOR IIOV INTERGONNEGTED W/ BATTERY BACK-UP. PER IRG 314 OCARBON MONOXIDE DETECTOR PER IRG 315 GARAGE NOTES: I . GARAGE/LIVING SEPARATION, USE 5/8" TYPE 'X' GWB AT CEILING/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND CEILING. B. DOOR BETWEEN GARAGE AND RESIDENCE SHALL BE I-S/8" MINIMUM THICK SOLID WOOD OR STEEL WITH SOLID OR HONEYCOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED WITH A SELF CLOSING DEVICE. 4. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATIOG THE RESIDENCE FROM THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE HEATING NOTES: + INSTALL PER ASHRAE �iOA-88 + 18' PLATFORM OF 2 LAYERS S/4" PLYWOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +18" MINIMUM ABOVE SLAB. E I REPLACE NOTE: 'O' CLEARANCE FIREPLACE W/ DIRECT VENT FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPEC I F I GATI ONS AND SHALL HAVE APPROVAL LABEL ATTACHED 5/8" TYPE "X" GWB TO ROOF SHEATH I NCB FIREPLACES ff STOVES MUST BE D.O.E. APPROVED ff BE TESTED, CERTIFIED ff LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. � � � SHEAR NOTE SEE SHEET L I FOR SHEAR WALL NAILING SCHEDULE, � DETAILS. HOLDDO1�lN SGH�DUL� M,4RK HOLDOWI�I/ FP.ST�I�IERS WOOD MEMBER ANCHOR STRAP TH I GKNESS/SPECIES REQUIRED T- I STHD 14/I 4 R_l 24- 16d SINKERS (2) 2X4/2X6 STUDS HF/sPF T-2 MST48 (S4)-16d (2) 2X4/2X6 STUDS HF/SPF T-S MSTAS6 (26)-IOd (2) 2X4/2XC� STUDS HF/SPF 2 2X 2X ST DS T-4 MSTG48BS (fig) - I Od HF/SPF T-5 HD-lB (S)_ S/4�� �-I/2" MIN. SSTB28 (-7/8") " DE/SP MIN. 24--7/8 EMBEDMENT l� 4�i'-10" O�/ERALL Gi'-10" 8'-6" 20'-O" I I'-6" S'-Gi" Fes'-S" h'_S" S'_�i" ,4-'_h"-i'_O�� �J ' O ii TOP OF WINDOWS 5060 PIG. 506 PIG. Q,4Tlo ,4T MAIN i=LOOR G NG TO BE AT 8'-O" ERO G EARAN E UNLESS OTHERWISE DIREG VENT GAS F I EPLAG NOTED Q -I 6'-O" LINE O DECK ABOVE I II � III I a �- III Q� o G NG III GR�.4T 808 SLIDING N III i�OOM GL SS DOOR III � PI-2" H.S. PI-2" (?� 2X STUDS III (?J 2X STUDS s PLATES FOR ALL HEADERS, � PLATES LINE OF FLOOR ABOVE BEAMS, JOISTS, AND LINE OF LOOK ABOVE POST LOCATIONS, SEE PANTRY SHEET A-S I 4'-O " I O'-O " m�� 6-8 Z f��a III ry,„ 480 � III [ S4"x60" S WER � I � — "sal -tee oT ��AW axs - � � � � m DINING ��II i�ooM w III I I I FL B .G. � I-' I / � O / � H.S. �\ G, T 1I II W n/ O I L� DW 1^l/ DISP. WINE � �J �/ � � I� I _ � � 0 REFC�. iG I TGH�N soFFIT DOWN III �i.25' ovER � �N �VTO$r4TFi I � {-I.S. RANGE (� III BUFFET CABINET W II � /� � c�i � I Q H.S. I V.T.O. 100 GFM / O � �� O I O O HUB/ 2�0�� ry � , � L — — — — — — — _ _ _ _ _ _ DROP 1 '�( I COUNTER �, � N 2680 �/ �/ � Q a'-4_'1,638.6 sf �'-6" 4'-F� �� -� �_o �� O�'n O � IIOV S.D. I " V I I I OV S.D. � � � 2880 UP I-7 I'-� 8080 SLIDING � N Q GUST OPNC�• RISERS GLASS DOOR O � L_I SU I T� (5'G'� CARPET I Z �� I � � SUDi?OOM O Z GOQATIO �- "� `� '� �� z m tX PI-4" �b ,� I � -�i I � z � 0 � � 111 I N O lJi � �'-8' 4'-10" �'-O" ��-6�� (V ec. PI-4" — — — HEAT PUMP _ — — I "oT � --- � � � — PI-4" 12468 B" STEEL BOLLARD UP TO BO" I I'-4" 2'_4-" Ib"x24" — _ GRI"�. � � I � Access i P� S — — — — — — MINIMUM a INs s ws " O HEAT DETECTOR : Z'g"x3E7� TO BE INTERGONNEGTED TO THE ALARM I N � i=_UR_N. I GH � Q VTO I A�IG THE HALLWAY THAT = ,(� (�� QOWD�R AGGE�seS WILL PROVIDE �/ H. IL — — � OCCUPANT NOTIFICATION . INS 8 WS SOFFIT DOWN I �i.25" ovER � 2480 G?.RP�G� I FUR RE NICHE r LINE OF_O.H. GONG z n/ 1� _DO_OR IN UPRIGHT POSITION � ��� I I I ��� I I � 4. w�� N m Q I I I I � r_ _ _ _ _ _ _ LINE of o.+�. nool� _ _ _ IN UPRIGHT POSITION � S. I I I I � I I I I � � H.S. I I I I I I � I I ��� x " I I I muaQ I 8080 o.H. I I I C�ARAC�E DOOR I I I 16080 O.H. C�ARAC�E I - DOOR I _I GOV� LINE OF FLOOR ABOVE � GO G _ PI 2X " llJDS E PL TES 2 " \Q I-3" PI- PI-3" 2X SIlJD (� 2X S DS _I (� 2X STUDS N� B PLATE B PL 5 — — — — 8 PLATES ��1 " 10' O" II'-O" 16 O 16 O 606 XO IG. IG. S DR. (S.o.) (S G.) (EGR SS) W/ 601F� PIG. BLW. ( .G.i I �_ �� 8 �_O �� �� �-O" 16'-O �� �_O �� �_ �� 2 �_� �� 2 �_q �� �_ �� 8 �_S �� S �_Q �� Gi'-10" 20'-O" 8'-O" 12'-O" 4�i'-10" O�/ERALL �� I I � ��OO� ���I � 128'7I REGISTERED ARCH I TEGT MIGHJt.EL wAYNE JOHN50 STATE OF WASHINGTON V J U� `� w rT� h�'� � 3 � U Q z V O I --I � � �� N �' � /� V J � � �i ,Z ' ^ �./ J � pD N � � .�� U � � U � z�� `� � x r cn c C m '�//��U nVi? W �rxx � }oY I �l�Q V r U m�� n m �n � cv _� �_ r� V / \z� r m m m i date: 08-15-zz permit: revisions: drawn by .by MWJ GheG�ked ��--f��T RECEIVED �f,�l������y�� CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2024-0266 S�� G�N�RAL NOTES Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, Gonditlons, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or Gonditlons shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall aGGept full responsibility for the Gost to rectify same. A -8 DRAFTSTOPPING NOTE: DRAFT STOPPING TO BE INSTALLED TO ALLOW FOR LESS THAN 1000 SQFT OF OPEN AREA WITI-+IN Ti-+E FLOOR TRUSSES PER IRG SECTION 502.12. USE I/2" INGi-f GYPSUM WALLBOARD OR 3/8" WOOD STRUCTURAL PANELS PARALLEL TO THE TRUSSES Wi-IERE I ND I GATED. SEAL ALL GAPS AND HOLES TO PRE\/ENT THE SPREAD OF HOT GASSES AND SMOKE ALL BUILT UP STUD/ GOLUMl�lS USE IF�d NAILS � 12" O.G. STAC�C��R�D TO ,°.TT�4GI-f MEMBERS. NA I L I NCB I S TO OGGUR AT Ti-IE FACE OF TI-fE STUD GS16 STRAP BOTI-I 51 DES OF BEAM TYP I GAL AT BEAM TO Y�IALL/POST GONNEGTI ONS NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS � 16" O.G. TfPIGAL. ALL i-IEADERS TO BE 4 X 10 DF#2 UNLESS NOTED OTi-IERWISE. FUR -OUT i-IEADERS TO MATGi-f 2 X 6 WALLS. ALL EXTERIOR i-IEADERS MUST BE INSULATED WITI-I R-10 INSULATION PER WSEG FOR WINDOWS WITI-f OPERABLE OPENINGS MORE THAN -12" ABOVE THE FINISi-fED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABO�/E THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DE�/IGES ARE PROVIDED PER ASTM F 20G0 OR R612.3 TUB/SHOWER UNITS SHALL HA\/E FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +-i2" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN 60" FROM EDGE OF SHOWER SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO I.-i5 GAL/MIN. SOLID BLOCKING UNDER ALL BEARING WALLS. EXHAUST FANS LARGER THAN SOGFM 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' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LFC�FND: BEARING WALL — — — — — — BEARING ABOVE FLOOR LINE ABOVE PT. LD. �,, POINT LOAD ABO�/E ABv. .-� MULTIPLE 2x STUDS � POINT LOAD SMOKE DETECTOR O IIOv INTERGONNEGTED W/ BATTERY BACK-UP. PER IRG 314 OCARBON MONOXIDE DETECTOR PER IRG CIS � � � SHFAR NOTE �/ERIFY DRAIN LOCATIONS FOR TUB SELECTED- ADD TRUSS AND OFFSET LAYOUT 4X O �FX I O 4X I O TO MISS DRAINS IF NEEDED j�F#kZ DF#� DF#kZ I �-----� I II II m�> II 0 ��� � N � — — IPS" FI nnR T�21 Jcc,�c, _ na 7.4" l7 IL � I �+ I J- I —_ of ---�—I— �-J X� � Q DRAFTSTOPP I NCB 4X I z DF�*z G'-10" LONG = ;,*� _ ;,*� q' q' � v�� � v�� Q � Q � CAB-z 5-I/8" X IS" C.L.B. z4F-�/4 ZO'-O" LONG FIELD �/ER I FY I F BFAM NEEDS TO BF +-IFLD ABO�/E PLATF PT 2X12 LEDC�FR W/ Cz� I/4" Cp X �-I/z" C�.4L�lANIZFD SDS SCREWS AT 16" O.G. \�Q ��� OST6 r � � IL �� I� III �I I � cv -� � L zXlz PT JOISTS �J Xis \[Q� L © 16" O.G. _ �� m�} � ��� m�� IL I �N� I =� II II I� q�e-I 5-I/a" x IS-I/2" m � m IL �� • - _C�.L.B. z4F_-�l_4 rQ q ABA/. PLATF .. _ _ _— �� �� J L ��� �r � >� � (� � J L �O� 1 r X � � J L III � r - � ��OW JIL t#�} I ���� I '� — (� LQN�� J L �r GIRDER TRUSS �� �� — — �I - �� RD E-R TRUSS — 4X I O 4X I O 4X I O DF*kz DF�*z DF*�z �T C� I RDER TRUSS `�jl I R O�Sz � — — — I — — — — — � � �0�� Q 4X1 O DF#z �+'° ��, 4X I O r��#� 4X I O DF*k2 A-8 128-! I \ REGISTERED \I .4RGH I TEGT MIGI-F EL YNE JOI-FN50 STATE OF YVAS+iINGTON • U� `� � rT, w �T� r"1 G\ � 3 � U Q z ° H O ��� ��� U� � ��� '^ �./ J � � N � � .�� � � � U � z�� `� � x r c c m rr^^ ^VJ? W r O O O X\ �l '� = S u� Q r U m�� n � m�� cv � �_ z� � � m m m z L date: 08-15-ZZ permit: revisions: drawn by MWJ checl�ed .by: ��--i��T RECEIVED Mar 05 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2024-0266 SEE SHFFT L I FOR SHFAR WALL LOG.4TIONS, SHFAR WALL N�.I L I NG SCHEDULE, � DET�.I LS. ���� I I �� �J..��I � S�� G�N�R.4L NOTES Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, Gonditlons, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or Gonditlons shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall aGGept full responsibility for the Gost to rectify same. A _g NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® 16" O.G. Tl'PIGAL. ALL I -LEADERS TO BE 4X8 DF#2 UNLESS NOTED OTT-IERWISE. FUR -OUT F-LEADERS TO MATGI-I 2 X 6 WALLS. SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/Si-POWER UNITS Si -TALL i-fA\/E FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +-12" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITI-TIN 60" FROM EDGE OF S+-IOWER SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO I.-f5 C�AL/MIN. EXHAUST FANS LARGER THAN 50GFM MAY BE CONNECTED TO 4" SMOOTH WALL /ENT PIPE IF RUNS DO NOT EXCEED 20' IN LENSTi-f. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF IS' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING WALL - — — — — - BEARING ABO\/E FLOOR LINE ABOVE PT. LD. ?� POINT LOAD ABOVE ABv. .-� MULTIPLE 2x STUDS � POINT LOAD SMOKE DETECTOR O IIOv INTERGONNEGTED W/ BATTERY BACK-UP. PER I RG 314 OCARBON MONOXIDE DETECTOR PER IRG 315 ��� SHEAR NOTE: SFF SHEET L I FOR SHEAR WALL LOG?�TIONS, SHEAR W?�LL N,41 L I NG SCHEDULE, � DFT,41 LS. J w 0 r ui 40'-O" O\/FRALL ZO'-O" Iz'-4" ��_g�� 6040 X SLDR. ( .G.) 0[� I � I 7'-O �� SLIDING � DOOR (S.G.) Fes'-4" X � ' - O " FREESTAND I N ® SOAK I NG TUB Z � - I � , � MUDP.°.N .� � I s'- I o' SI-TOWER lY p � DEGIG � ® � O ELA TIOMETRIG Ui O \O O M � ry� l \ 0 � TOP OF WINDOWS � Q M,4S'��L wPBUEGK � � 111 �/ � O - I .4T UPPER FLOOR 0 � FM so S�TH SLOPE I/4" � � � Q — � TO BE f�T �'-O" Iri O O AN GFM H•S• PER Fool � � UNLESS OTHERW I SF Z z vTo ®FAN 4 �j = NOTED � N � � vTo � r % PI-6" � � � PI-6 � m � '� N � ��' Z4C 8 0 � �� � N I ° O -------- — LINEN N I I -------- ----- DS 0� � I Q LINE OF I LINE OF N � OUTSIDE I OUTSIDE WALL '-2" 6'-O" 6'-6" WALL ' %` l(1--� BELOW � BELOW \� 0 0 � ��nr�ooM I _I TWO � I � - O IO GARPET - I Mr4ST�iZ = _ '� U..� � � S�DTZOOM � O O O O� ill i5 I I GARPET 1 � O �O � 5'-10" I'-O" 2'-6" FOR ALL I-IEADERS, � - - � I BEAMS AND ,4-8 � I A�3C7� I POST LOGA S�EET A � �66 O �AGGE�e� I /� I S.D. � INS � WS I Q �� — — — - I I IOV S.D. � 0 I i= � S � I 0 0_ cv � m �� _ FURN �O - �) I)- O TUB/s+-TOWER LINEN � `0 O P � S � �0 � -I SEE NOTES _ � � � � - � W (0� � Q � 5'-6" 6'-O" (k � o � ., � I m O O O s.4TH 2 q) � (V I lov S.D. 0 } _ � � H.S. � �_6" S'-6" 5'-8" 6'_F,�" I I '-h" � O (�i �l 2 �. - GFM F '� I 6040 XO - � - - � TN � — — SLDR. � I G -4 4 -O 2 -4 � -- (FC�RFSS) � T- m � I I � _ ,� I I � � �R PI-4 � I I O _I m I ��a � Z 6IR I I� II'-F�" r � = 0 o 110�/ S.D. N I I z I I � � UJ �'—ter �, �,_� �, � � � I I ' O � - (� I I� Q 6 50 XO I S�DROOM I I � � SLDR. �O I GARPET I I I ' Y �� " �' � I � � _ I� I I = 0 0`' � I� I I m I � � ,� �'6�, I I I P IR z 6 0 � 6�� II I II O0 I II II 0 m� DOWN I-7 Ilov S.D. �' . �� � — — _P� S — — z668 O RISERS O (v � � I I10\/ S.D. O 66�'� `� � Ilov s.D. 1 _ a 0 WALL �Oj.�l„J�j o2X6 6'-l0" � RooM N I �Q — — — —D � GARPET Q� S�DROOM � N w VTo Q FOUR �10 GFM WHOLE . GARPET LINE OF L?.UNDRY yy{-IpLE {-iOUSE � HOUSE FAN OPERATING N O GONTINUOSLY IN %� I OUTSIDE WALL GO I ACCORDANCE WITH � ASI-+RAE 62.2 � BELOW GAFN FRESi-f AIR TO BE O � PRO\/IDED WITi-f � �/TO �/ENTS AT ALL X OPERABLE WINDOWS 0(Y� Q LINE OF WALL BELOW _ v 0 � N HOLDDOWN SCHEDULE MARK I-IOLDOWN/ i=�ST�N�RS 1^IOOD M�MB�R ?�NGI-IOiz STRAP Ti-f I GKN�SS/SP�G I �S REQUIRED T- I STHD 14/I 4 RJ z4- I Fed SINKERS (2) 2X4/2XF� STUDS i--fi=/SPi= T-z MST48 (54)-IF�d (2) 2X4/2X6 STUDS T-5 MST.45F� (Z6)-IOd (2) 2X4/2X6 STUDS +��/sP� 2 2X4 2X6 STUDS T-4 MSTG48B5 T-5 +-ID-i� (5)- 5/4" 5-I/z" MIN. SST�ZB (-1/8") DF/SP MIN. Z4--7/8" EMBEDMENT S�� G�N�R.4L NOTES SG.4L�: I/4" = I'-O" 128-11 REGISTERED ARCH I TEGT MIGI-F.4EL iNiaYNE JOI-FN50 STATE OF YVAS+iINGTON VJ • C� U � c � �T� I""'1 ni ry U Q z ° H O ��� ��� U� � ��� ��� '^ �./ J � � N � � .�� � � � U � z�� `� � x c� C C m c^n'° o � W � r O � '0n ��11 O ,\jam `l% '� � = S u� Q V r U m�� n � m�� cv � �_ z� � � m m m L date: 08-15-ZZ permit: revisions: drawn by MWJ GheGl�ed .by: ��--i��T RECEIVED Mar 05 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2024-0266 Written dimensions on this drawing shall have precedence over scaled dimensions. contactor shall verify all dimensions, Gondltions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or Gondltions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor shall accept full responsibility for the cost to rectify same. E.4yE PROTECTION PER IRG R302.1 I F EA�/ES ARE Jill TI-I I N 5' OF THE PROPERTY LINE, TI-IEN A ONE I-IOUR FIRE RES I STANCE RATING IS REQUIRED IF Ti-IERE ARE BIRD BLOCK I NCB VENTS OR GABLE END �/ENTS. I F TI-IERE I S SOLID BLOCK I NCB AND NO �/ENTS, Ti--TEN Ti-IE FIRE RESISTANCE RATING GAN BE REDUCED TO ZERO I -TOURS. AF50 ROOF= TENT LOCATIONS PER PL.°.N SOLID BIRD BLOCKING AT WALLS 5' OR LESS FROM TI-+E PROP. LINE TRUSSES PER PLAN �6 , 2X6 EXTERIOR WALL ONE HOUR FAVE DFTA I L � E�cST PROPERTY LINE ROOF FRAMING NOTES GUT RAFTER TAILS TO MATGI-f Zx4 TRUSSES CONNECTORS SI-TALL BE ENGINEERED BY TRUSS MANUi=AGTURER ROOF= PITGI-f S{-TALL BE �° 12 TYPICAL UNLESS NOTED OTT-IERWISE ROOF OVERT -TANG Si -TALL BE 12" U.N.O. Q DS TRUSS NOTE �xb O�/ERI=RAM I NG BEARING BELOW DOWNSPOUT ALL TRUSSES SI-TALL i-fA\/E: I. STRESS ANALYSIS AND DRAWINGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFACTURER'S STAMP ON PRE- MANUFAGTURED TRUSSES. �✓. BRACED TO MANUFACTURER'S SPEC I i= I GAT I ONS. 4. STRESS ANALYSIS AND DETAILS SF -TALL BE SUBMITTED TO BUILDING DEFT. FOR APPRO\/AL AND SI-TALL BE iGEPT ON SITE FOR FRAMING I NSPEGT I ON. 5. TRUSSES WILL NOT BE FIELD ALTERED WITI-+OUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING GALGULATI ONS. 6. ALL TRUSSES SHALL HAVE SIMPSON F-I-I CLIPS AT ENDS. W{-iERE TRUSSES ARE PARALLEL TO WALL, USE SIMPSON LBO AT MIDSPAN. USE SIMPSON STG CLIPS AT NON -BEARING WALLS ROOF \TENTING CALCULATION-PFR 2018 IRG R806.2 I Gi2� SQFT AREA = 6.42 SQFT REQUIRED �00 (F� .42) X (50%) _ �.2 I SQFT MIN. REQUIRED �T Ef��TES TYP I GAL TRUSS BLOCK H.4S (4) 2 Q� SCREENED HOLES PRO\/I D I NG C .28 SQ. I N. (.044 SQFT) PER BLOCK. .°�PPROXIM.°�TELY 80 �/ENTED BLOCKS= �.52 SG2FT PRO\/IDED (C .42) X (50%) _ �.21 SG2i=T MIN. REG2U I RED WITHIN �' OF THE RIDGE AFRO ROOF _1.4GK VENTS= .�4 SQFT EACH VENT PROVIDE 14 AFRO VENTS= 4.-7C SQFT PROVIDED 2X6 HF#2 O\TERFR�M I NG � 24" O.G.- I F SPAN OF RAFTER I S OVER 8'-O ", THEN USE 2X8 HF#2 � 24" O.G. F I REPLACE ROOF NO O\/ERHANGS NO �/ENTED BIRD BLOCKS AT ROOF— INSTALI_ (I) AF50 I '-6 " TALL RAISED HEEL ' """ "'�'' � 24" O.G. GABLE END TRussEs To BE DESIGNED TO SPAN WINDOW/ DOOR OPENINGS TYP I GAL ,4-a 128-11 REGISTERED ARGi-f I TEGT MIGHREL WAYNE JO+iN50N ST.4T� OF YVP.SHINGTON VJ • � U 0 `� w � W �_ � � � U Q � O H �� ��� � ~�� r� �/ J � � N ��� .�� � � U z� �'j''� �-'--I � `� � x r cn 0 0 r m cnn`° o � W u� rX 0 O }0`l = SWQ map r U � m �n � � cv � �_ z� V m m m V .O L date : 08-15-22 permit: revisions: drawn by .by: MWJ checked S�--f��T RECEIVED 11�/FTi11.'��lyZ! CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2024-0266 TOTAL /ENT AREA PROVIDED= g.2B SQ FT �OO� ���� I I �� ���I � S�� GEN�R,4L NOTES SGAL�: I/4" = I'—O" 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. 4" 4"� STORM SYSTEM S�GT I O'N, �-� S�� G�N�R.4L NOTES 20 �3 ,I�I.���I�I.O�TO�N. OT�T� ��N.��O��I' 00�0� ��LL GL I M�T� ZONES (T��L� fi�402. I . I) f=�i�I�STR.4TION SKYLIGi-IT GL.4Z�D G�ILING 1^IOOD ��.4M�D �LOOiZ BLOW GR,°.D� SLf�B R-�/��U� U-f=f�GTOR U-f=�GTOR 1=�i�l�STR�aTION R-V?.LU� 1^1?�LL R-VfaLU� R-�/?�LU� 1^1�aLL R-V?�LU� R1�lD D�fi�T�--I SI-fGG 0.28 0.50 NR R-4Gi R-2 R-58 10/15 R-10, 2 i=SET (�'R�SGRI�'TI\/� (PRESCRIPTIVE �-21 +T� R-so) �T��L� 40�0 .�— �1�l�i�GY Gi��]� I TS (S �'L�N R�QU I RCS 6 GRAD I TS S I l�lG� I T I S O��R r4ND UNDER �000 SQU,�R� ���T Ofi=T I Oil H��T I NCB O�'TION 2 H��T �UM� (�L�GT�IG) �IC�L� ��M I �Y) I �00 SQUfi�R� ���T Gfi`�]�IT �N��C�Y i�fiz�SGizl i=TI V� GOMfi=L 1,4NG� I S �,�S�D .� O�'TION ON T,��L� fi`402.1.1 J�IIT�-+ T�-+� �OLLOI�III�IC� I � MODI�IG,�TIONS: �l�fi`T I G,�L ��N�STi`.�T I ON U = 0.28 �LOOfi� i`-�8 SLr4� ON C�fi"�D� fi`- I O i=�fi� I M�T�i` ,4ND UND�fiz �NTliz� SL�� ��LOJ�I C�fi"�D� fig- I O i=�iz I M�T�fi` ,AND UND�fiz ANT I i`� SLr4� Oi` GOMfi�L 1,4NG� �,�S�D ON S�GT I ON i`402.1.4: fi`�DUG� THE TOTAL GONDUGTI�I� U,� �Y �% �N��OY � I R-SOU�G� G�NTiZ�LLY DUGT�D H��T �UM� I .� Ofi�T I ON l�l I TH M I N I MUM HS�� O� I I .O �.� �N�iZC�Y H��G �QU I �M�NT AND �SSOG I �T�D DUCT I.O Oi=T I ON SYST�M(S) I NST�LL�T I ON S+-+ALL GOM�LY 4.2 Jul l TH THE ��QU I ��M�NTS O� S�GT I ON �40�.�.-7. LOG�T I NCB SYSTEM GOM�'ON�NTS I N GOND I T I ON�D G��J�ILS�'�G�S I S NOT ���M I TT�D UND�� TH I S O�'T I ON. �L�GT� I G ��S I ST�NG� H��T AND DUGTL�SS H��T �UM�S ��� NOT ���M I TT�D UND�� TH I S O�'T I ON. D I ��GT GOM�UST I ON H��T I NCB l�l I TH ��U� LASS THAN 80% I S NOT ���M I TT�D UND�� TH I S OPTION. �N�iZC�Y J�I�T�� H�f�T I NCB SYSTEM S�-ILL I NGLUD� 2.O OAT I ON THE �OLLOI�I I NCB : �L�GT� I G H��T �UM� �'� J�I�T�� �-I��T�� M��TINC� THE ST�NT���DS �O� TI �� III O� N���'S �D��NG�D J�I�T�� H��T I NCB S��G I � I GAT I ON '.L _� '.L. • SIN � I � L��K�C�� TEST I NCB (J�IS�G �402.4) THE �U I LD I NCB O� D1�I�LL I NCB UNIT S�-+ALL �� T�ST�D AND V��� I �D �S ��� I NCB �N � I � L��K�C�� ��T� O� RIOT �XG��T� I NCB � � I � G�-I�1�lC��s ��� �-IOU� (O� LASS T����1�1T� 11�1C� ON ADD I T I ON�L G��D I T OAT I ONS) . TEST I NCB S�-ILL �� GONDUGT�T� JAI I T�-I � �LOI�I�� T�00� �Y AND ����O��T� T�-I I �i� ���TY. � l�l�l TT�N ���O�T O� T�-I� ��SULTS O� TI-I�S TEST S�-ILL �� S I C�N�D �Y THE ���TY GONT�UGT I NCB T�-I� TEST �l�lT� ��O�I T��T� TO T�-I� GODS O�� I G I �L. T�STI NCB SHALL �� ����O�M�T� ,�T ,ANY TIME ,��T�� G��,�TION O� ,4LL ��N�T�.�T I ONS O� THE �U I LD I NCB T�-+��M,4L �1�1��L0�� DUCTS, � I � �-I�NT�L��S AND � I LT�� �OX�S S�-ILL �� S��L�D (J�1S�G �40�.�.2) ��� J�1S�G �40�.�.�, DUCTS, �I� �-If�NDL��S �1�1D � I LT�� �OX�S S�-ILL �� S��L�T� f�ND L��K T�ST�T� ��� J�IS�G �404. I , � M I N I MUM O� �f O ��RG�NT O� THE L�M�S I N ���M�N�NTLY I NST�LL�D L I C�HT I NO � I XTU��S S+-+ALL �� +-+ I Cam+-+-��� I G�i�IGY L�M�S ��OV I D� G��T I � I GAT I ON ���O�T ��� �40�.2 I N 2018 1�IS�G THE �U I LD I NOS TH��M�L �N��LO�� SHALL �� GONST�UGT�D TO LIMIT � I � L��K�C�� AND THE ��SULTS O� THE TEST SHALL �� S I C�N�D �Y THE ���TY CONDUCT I NO THE TH I �D ���TY GONDUGTINO THE TEST AND ��O�ID�D TO THE GODS O�� I G I �L (1�IS�G �402.4) ,�T L��ST ONE T�-+�izMOST,�T i=�iz DI�I�LL I l�lC� UNIT S�-+,4LL �� G,4i=,��L� O� GONTfi`OLL I NCB THE �-I�.�T I NCB .AND COOL I NCB SYSTEM ON ,� D,41 LY SG�-+�DUL� (J�IS�G fiz40�. I . I) 128-! I \ REGISTERED \I ARGi--IITEGT MIGH EL YNE JOHNSON STATE OF YJASHINGTON V J • C/� U � 0 � W � j�� 1�1 � �_ � � � U Q z ° � H ��� ��� r� �/ J � � N ��� . � � � U z� ,� `� �' x N1 G O r m (^n' � 0 �t W �r 0 O }�� �o ��� = Su�Q � r map U m�� � N _� � � z� � - � m m m 41 0 date: oB-IS-zz permit: revisions: drawn by �by: MWJ G%10GiG0cT S�--f��T RECEIVED Mar 05 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2024-0266 TOTAL � .O Gi`�D I TS 5���� ���� SG��1>U�� PAR 20 18 I SG G�N�R�L NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOEDOWNS. LOCATE HOEDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOEDOWNS, 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 7/I6" TOP ff BTM. A35 BLKG. PLATE SIMPSON MASAP PLATE 1(ALUE EDGES FIELD PLYWD. PLATES ANCHORS REQ'D. ANCHOR BOLTS ANCHORS NAILING (#/LF) PI-6" 8d 6" 12" 6" 18" O.G. 2x4 5/8" � 48" � 48" ff ENDS (2) 16d � 10" 240 PI-4" 8d 4" 12" 4" 16" O.G. 2x4 5/8" � 32" � 30" � ENDS (2) 16d � 7" 34�i PI-3" �* 8d 3" 12" 3" 14" O.G. 3x4 5/8" � 24" � 24" � ENDS (2) Ibd � 5" 450 PI-2" �� 8d 2" 12" 2" 12" O.G. 3x4 3/4" � 24" � 18" ff ENDS (2) 16d � 5" 585 P2-6" �� 8d 6" 12" 6" 10" O.G. 3x4 5/8" � 24" N/A (2) 16d � 5" 480 P2-4" �� 8d 4" 12" 4" 8" O.G. 3x4 3/4" � 20" N/A (3) 16d � 5" �00 P2-3" �� 8d 3" 12" 3" 8" O.G. 3x4 3/4" � 16" N/A (4) 16d � 5" a00 P2-2" ** 8d 2" 12" 2" 8" O.G. 3x4 3/4" � 12" N/A (4) 16d � 4 " 1170 ��NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS ff PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS PER IBC 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 APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SH�/�R 1N�LL NOTES �/16" OSB OR PLYWOOD SHEATHING -USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL ED6E5. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL � 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPAGIN6 IS SPECIFIED AT PANEL EDGES, USE I-I/2" 8d SHORT NAILS OR 3X STUDS WITH 8d COMMON NAILS. FOR 2" NAIL SPAGIN6, USE 3X STUDS AND STAC�C�ER PANELS. WHERE PLYWOOD 15 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD -USE 8d COMMON NAILS � 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL ED6E5 AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS -JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOCKED AT 48" O.G. � ED6E5 W/ (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" 16 CAA. STAPLES � 15 GA. STAPLES � 14 CAA. STAPLES � 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-I/2" O.G. - 430#/ft. 3" O.G. - 3�i0#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. � 6" O.G. - 620#/ft. FIELD SPAGINC�: 12" O.G. NAILS ff STAPLES. HOEDOWNS -INSTALL SIMPSON HOEDOWNS OR USP HOEDOWNS AT THE END OF SHEAR WALLS WHEN sHowN oN DRAWINGS. PER PLAN, 51 MPSON STHD 14 OR USP STAD 14 SIMPSON MST36 OR USP MST136 SIMPSON MST48 OR USP KST248 SIMP50N HD7B OR USP TDXIO (7/8" ANCHOR BOLT MIN. SIMPSON MSTG48BS OR USP MSTGB48B� 24" EMBEDMENT, 3" BOLT INTO (3) 2X4(6)) 8' PLYWOOD FLOOR HP�LF ( DBL TOP PL�- H,4LF ON BOT- PLf�TE RIP OF S+-IEf�� TY I NCB 2ND F=L BOTTOM PL,4- zND FLOOR R AND TO IST F TOP PL,4TE IST FLOOR W, TYING IST FLc TOP PLP�TE= T FLOOR BOTTc PLATE RIP OF S+-IEf�� TYING IST F=LC BOTTOM W,4L1 PLf�TE TO IST FLOOR RIM � MUD SILL ON FOUNDP�TI ON 2ND FLOOR DOUBLE TOP PLATE 1�10 T� I � 1^l�L-LS 5�---f��TH�D fi �� D�T� I � TH�l�I 1�10 ���/L�T4 ��� i��QU I fiz�I� zND FLOOR BOTTOM PLATE FOR RIM IST FLOOR DBL TOP PL,4TE IST FLOOR BOTTOM PL,4TE 7R RIM MUDSILL PER PLAN . L�NAIL SHEATHING TO HEADER HEADER ® 3" O.G. B.W. EXTEND TO END WALLS (B) #4 VERTICALS #4 HORIZ. 12" O.G. GONG. STEM_ WALL GONT. Foc :I I: (2) 2x STUDS •I I• • I I • CONNECT PLYWOOD W/ 8d NAILS ® 3" O.G. I • TO ALL STUDS, PLATES I I S HEADERS • • APA RP.TED SHTG. fib" MIN. 24/O EXP. I 11 � STHDI4 WOOD TO CONCRETE CONNECTORS OR EQUAL II•I I - 3x PLATE OR 2-2X :iI NAIL SHEATHING TO EACH PLATE 3/4" � X 10" A.B. W/ 3"X3"XI/4" PLATE WASHER O I ELEVA-rlox VIEW OUTSIDE OF GARAGE GARAGE DOOR INSIDE OF GARAGE PLAAI �(IEW OF CONCRETE 5'iEM WALL I L�.T�R?.L R�ST��.I NT P�.N�L L- I SEE GENERAL NOTES No SCALE TRUSSES OR RAFTERS PER PLAN ROOF SI-ITG -NAIL PER Si -FEAR WALL SG+-IEDULE 8d � 6" O.G. 2X BLKG. W/ 16d � 8" O.G. B /ENT i-fOLES (RIP BLK'G.) � O�/ERI-+ANC ff �/ " FASG I A SI-IEAT+-IING PER SI-IEAR SGI-+EDUCE 2X STUD WALL � 16" O.G. 4 L- I F-II ANGI-+OR 24" O.G. Try. s+��,4�zw,d,LL To 'rzooi= GONN�GTION NO SG?.LE: SI-IEAR Y�IALL PER SI-IEAR Y�IALL CALCULATIONS SI-IFP�R WP�LL �� S I MPSON MSTG48BS STizAP� PER PLAN I NAIL PER NAIL BOTTOM SIMPSON � PLATE TO TOP TRUSS GF-IORD SPEGIFIGATIONS BELOW PER SI-IEAR Y�IALL SGI-IEDULE 18" FLOOR TRUSS PRO�/I DE 4X6 TRUSS G{-iOR� WI-IERE MSTG48BS STRAPS COME FROM SI--IEAR WALL ABOVE 2 S�3=r4R W.a.LL .4T �LOO� T�USS�S L- I (Ti�USS�S P?.i��4LL�L) NO SCALE L-I IOd � 4" o.c. - ROOF SI-IE �4Ti-f I l�lC� TO TOE' Gi-fORD TRUSS. TRUSS O\/�R c, i,.l -ram u d� /� •--„ '" _' JOD Rvvr r+� I N� TRUSSES i��R i�L�N GONT I NUE SI-IBf�R J�l?�LL TO ROOF �� .- .,ALL PER SGHfEDULE 5��.�.� Y�l,4LL �',4�,4LL�L TO T%zUSs NO SG.4LE 128-11 REGISTERED ARGi-f I TEGT MIGHREL WAYNE JOHNSON STAI"� OF WASHINGTON VJ • C� U � 0 W � �T� �I �_ U Q v O H� � � `� �+ U � � � � r� �/ J � � N ��� .I� � � U z� �''j""� F•-'--I � `� �% � x � �---i r N't O 0 m n�z W � � �rX � O }0`l ��� = SWQ map r U � m �n � � cv � z� �/N VJ m m m m 0 L date : 08-15-zz permit: revisions: drawn by �by: MWJ GheG'ked 5+���T I RECEIVED Mar 05 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2024-0266 SI-f�?.TI-f I NG GONN�GT I ONS 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. 24" CARDBOARD BAFFLE ALLOW FOR I" AIR SPAGE MIN. EXTEND 12" ABOVE INSULATION. � SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED TO WEATHER TOP PL. IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'C�. W/� 2" SCREENED VENT HOLES WITH I/4" GORRP510N RESISTANT METAL MESH COVERING FIN. FLR. ROOFING MATERIAL FINISH PER ELEVATION ON 7/I6" OBS SOLID GDX 24-0 PLYWOOD SHEATHING; 8d � 6"O.G. EDGE 8d � 12" O.G. FIELD (-i/I6" OSB AGX PLYWD � EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH Sd NAILS, U.N.O. Z N APPROVED TRUSSES BEARING MANUFACTURER'S SEAL. SEE ROOF FRAMING PLAN FOR SPACING INSULATE PER WSEG FIRE BLOCK ALL VERTICAL OPENINGS I N WALLS AT PLATES AND FLOORS ENC� I VEERED JOISTS, 51 ZE AND SPACING PER PLAN OR FLOOR TRUSSES 2x P.T. SILL 5/8"X I O" ANCHOR BOLT W/ 3 "X3 "X I/4 " PLATE WASHERS � 48" o.G. NO LE55 THAN 4y2" � 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. II��#4 REBAR � I6" O.G. HORIZONTAL a #4 REBAR � 48" O.G. VERTICAL TOi� ��. � � � � � �h �h �h \ � V 1p--�� 3^MIN. (2) 2x TOP PLATE, LAP GOF OFFSET END JOINTS BY 48" �/Ib" 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"� D.S. TIGHTLINE, POSITIVE DRAIN TO STORM SYSTEM FIN. GRADE TO SLOPE � AWAY FROM BUILDING z \\� \\�� \� . N Z — ��\�� /��\ � ����\�� \// �/ �� �/ �, �\ 4"� PERF. FOOTING DRAIN TILE W/ CLOTH COVER ff GRANULAR COVER AS REQ'D. BY SOIL GOND I TI ONS #4 REBAR W "J" BAR %2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER � WALLS AND CEILINGS ALL FOOTINGS TO BEAR ON BEARING SOIL 2 STD . �OU1���T I O1� 1�T� � C� I SGAL#=: N.T.S. FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS "X 10" ANCHOR BOLT W/ 3"X3"X �" PLATE WASHERS � 48" o.G. 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. 3/4" T� G PLYWOOD SUB -FLOOR (GLUED � NAILED) NAIL 6" EDGE, � INSULATE PER WSEG., 12" FIELD W/ IOd NAILS. 48" MP�X. UNB�L�NGED (TALLER WALLS PER PLAN) REBAR PLACEMENT SEE DETAIL #2 ABOVE SEE FOUNDATION PLAN FOR BEAM SIZE � POST SIZE /SPACING q0# FELT a 4 Z � 6 MIL. POLY VAPOR BARRIER a � � � m � ALL REINFORCEMENT � MUST BE TIED IN PLACE FOR FOUNDATION INSPEGITON SEE FOUNDATION PLAN FOR FTC. / FDN. SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL a d 4 a � T`i'� I G�� ��� ��T I ON�S C� I SCALE: N.T.S. TOP FLANGE JOIST HANGER PER PLAN SOLID BLOCKING � BRG. WALL ABOVE TYP. ENGINEERED JOISTS, SIZE AND SPACING PER PLAN, 2x4 GUSSET EA. SIDE - "SIMPSON" HGAMIO POST TO GONG. � SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL HANDRAIL: GRIP II/" - 2" � PROJECTION FROM WALL NO LESS THAN 1%2" OPEN RAIL: OPEN SPAGE BETWEEN PICKETS SHALL BE LESS THAN 4" CLEAR - i m 2X4 STOP 2-2X HEADER FLOOR J015T FIREBLOGK STAIRS: ONCE IN TOP � BOTTOM OF RUN BETWEEN STRINGERS ff ALONG RUN BETWEEN STUDS USABLE SPAGE UNDER STAIRS TO BE I HR FIRE GONSTRUGTI ON 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR CEILING) m r \� /� NOS I NCB HANGER ` 3-2x12 STRINGERS Q 2X4 BLOCKING z (F I RESTOP) — FIREBLOGKS � Nl�SH AND l�SSOG I f�T�S G�N�i��L NOTES: I. All �onstructlon per appllGable Codes and ordlnan�es. 2018 IRG, IBG.-2018 WASHI N6TON STATE ENERGY GODS 2. �/erify all dimensions on job site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner will verify window sizes and manufacturers) with framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2018 IBG. 6. Truss manufacturer shall supply shop drawings to Owner and framer to review and approve before fabrication. �. Owner will verify electrical and heat layouts with installer before installation. 8. Under all parallel bearing walls, use double foists or as noted on plan. Double foist (or extra TJI) under all non - bearing parallel walls. �. 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 (C�185 per ASTM A653); Hot D1p 6alvanze (ASTM A123 for connectors and ASTM153 for fasteners and anchors. I I. 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. GL I Mf�T I G f�ND GEOGi�f�i�H I G DESIGN Gi�IT�i�lf�: TERMITE: DECAY: WINTER DESIGN TEMP: \ IGESHIELD REQUIRED: \ FLOOD HAZARDS: AIR FREEZING INDEX: MEAN ANNUAL TEMP: � STD I � �T� I � - TYi� I G��. C� I SCALE: N.T.S. a :� 4" GONG 4" GR,4NI ST,41� NOTES: RI SEiz HE I C�HT = �-�/4" MAX. TRE,4D DEPTH = I O" MIN. DES I GN D�4T�: SLIGHT TO MODERATE SLIGHT TO MODERATE 26 ° YES 2003 laa2 FIRM 250 46 ROOF LOADS: LL 25#/SF (SNOW) DL 15#/SF TOTAL 40#/SF FLOOR LOADS: LL 40#/5F DL 10#/SF TOTAL 50#/SF DECK LOADS: LL 60#/SF DL 10#/SF TOTAL 70#/SF SOIL I500 PSF MINIMUM CONCRETE: 2500 P51 AFTER 28 DAYS (5%2 SACK MIX) -3000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT IS BETWEEN 5-79b (TABLE 402.2 IRG) MASONRY : PER 2018 IBC STEEL PER 2018 IBC (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 GalGulatlons(Wdl) WEATHERING POTENTIAL: MODERATE FROST 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" P05T: fv = 85 fb = 875 PSI E = I,�oo,000 JOISTS ff RAFTERS HEM FIR #2 � STUDS: fv = 75 fb = 850 PSI E = 1,300,000 GLU-LAM BEAMS: fv = 165 psi fb = 2,400 psi (reduced by size factor, GF�KI) E = I ,800,000 ps i NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE NOTED ON THE PLANS. I. SUBFLOOR: T� G PLYWOOD OR OSB APA RATED STUDD-I-FLOOR I6" O.G., 3/4" WALL � ROOF SHEATHING: APA RATED SHEATING 24/I6 7/16" FOOTING FOR 8" WALL - 18"x 12" FOOTING 24" BELOW GRADE #4 STUB STEEL - 48" o.G. VERT. UNLESS NOTED OTHERWISE 12b71 FZEGIST'Ef2ED ARGi-11l"'EGT MIGH L YNE JOHNSON sTAT>` OF WASF#IN6TON V] rrTT11 �. � � F-�-� r !1 V J N � v ►--� V U :o O W � U C� � Q ;� � I� � °� U w � z �� � N M 0 0 l� V date: 03-03-21 permit: revisions: drawn by: Ro checked by: SHEET I Mar 05 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2024-0266