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APPROVED BLD PLN FIR RESUB1 BLD2023-0292+Architectural_Plan+5.18.2023_1.07.28_PM+3554336Written dlmenslons on this drawing shall have precedence over scaled dlmenslons. GOntactor shall verify all dlmenslons, condltlons, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dlmenslons and/or condltlons 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. I CV 2X10 BARCE BOARD W/ I X5 TR I M © ALL CABLE ENDS MAXIMUM i3U I LD I NG H� I GHT � 4r✓- Q . 18' Hi= I GHT OF STRUGTURi= � 4�✓S.Q�' NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BF PRESSURE TREATED, PAINTED OR CEDAR. z. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR EN\/ELOPE PENETRATIONS. 5. GLAZING PER STATE ENERGY GODS. 4. SEPERATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MEGHAN I GAL, AND ELEGTRIGAL. 5. PROTEGTI ON FROM DECAY I S REQUIRED FOR ALL WOOD S I D I NCB AND WALL FRAMING LESS THAN Z" ASO\/E CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER 6. REFER TO ALL ELE\/ATIONS FOR TYPICAL NOTES. -l. S.G. = SAFETY GLASS OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE — - — - — - — - — - — - — - — - — - — i SEPARATE PLUMBING PERMIT i REQUIRED FOR THIS PROJECT. I� Interconnected Smoke Alarms Are A Requirement �� ;', Of This Permit In Accordance With R314.2.2 �� ,4.O.G_� 4�4.18'_ Uf F N F N N UPP#=R FLOOR P.L. FIN. FLR_ UPPi=R MAIN FLOOR P.L. I m FIN. FLR. MAIN ® 435.80' Iz 5 J mm �� �� III III �� BOARD AND BATTEN WHERE SHOWN Approved DFM Cl1r�s Burt South County Fire Date: 06/09/2023 FRAME -OUT CABLE ENDS 6" WHERE SHOWN P�Si='HP�LT GOMi='. SH I NC�LES ON 15*k FELT METAL FASG I A GUTTER 5: 12 ��u� 5: Iz � i�O 1� T � � � �� T I O 1� SEE GENERAL NOTES SG?.L#=: I/4" = I'-O" 06-09-2023 RESUB 1 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: 1. A SEPARATE PERMIT SUBMITTAL IS FOR 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. 2. 4 INCH ADDRESS CHARACTERS WITH 1/2 INCH STROKE 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 ���� �L���T I O'N, SEE GENERAL NOTES SG?.Li=: I/4" = I'-O" 4X CORBELS WHERE SHOWN IZ 4 �������� SG2U�.fi�� �OOT�.G�S M�I1�1 14�F� Ui=i=�fi� � -7�l TOTAL �2�2 O�fi��O� �48 GO��i`�D 18C �O�GW 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 51 Gi.l 8 " EXPOSED HARD I E HORIZONTAL SIDING WHERE SHOWN I X4 CORNER ' Reviewed by City of Edmonds ; Planning Division ' City Of Edmonds Building Department ork NEW SFR ldress 8923 220TH ST W caner SELECT HOMES ------------------------------------ �proved Date ; 6/15/2023 gilding Official � /�ie�/� ,��p� /e�� -------------------------------- �rmit Number BLD2023-0292 REVISIONS DATE - PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 128'T I REGIST3=RED ARGi-i I TEGT MIGH L YNE JOHNSONI STATE OF wASHINGTON vJ • U� `� w �w �� C.� Q ° U O ~ ��� � U U� ��y � � ��II w U � .�� a N cd �� � z�� `� � x c� c c r m � � � � l� r ��� 0 N � � � u� Q m�� r n � m �n � cv � � z� 111 — � N A m� ,1 0 m - �' � �� �� 0� } s �� 0 �� n � n 0 L date: oz-z�-zs permit: revisions: drawn by checked •by: MWJ ��--f��T RESUB May 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. /any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. NOTES: 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. �. GLAZING PER STATE ENERGY GODS. 4. SEPERATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MEGHAN I GAL, AND ELEGTRIGAL. 5. PROTEGTI ON FROM DECAY I S REQUIRED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN Z" ABO\/E CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER 6. REFER TO ALL ELE\/ATIONS FOR TYPICAL NOTES. -l. S.G. = SAFETY GLASS �L�SH I NG NOTE APPRO�/ED GORROS I ON -RESISTANT FLASH I NCB SHALL BE APPLIED SH I NC�LE 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 NCB STRUCTURAL FRAM I NCB COMPONENTS THE FLASH I NCB SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPRO�/ED GORROS I ON RESISTANT FLASH I NCB SHALL BE INSTALLED AT THE FOLLOW I NCB LOGATI ONS: I . EXTERIOR WINDOW AND DOOR OPEN I NC�S. FLASH I NCB AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RES I ST I \/E BARRIER FOR SUBSEQUENT DRA I NACRE z . AT THE I NTERSEGTI ON OF GH I MNEYS OR OTHER MASONRY GONSTRUGTI ON WITH FRAME OR STUCCO WALLS S. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL GOP I NC�S AND SILLS 4. CONTINUOUSLY ABO�/E ALL PROJEGTINC� WOOD TRIM S. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME GONSTRUGTI ON � 6. AT WALL AND ROOF INTERSECTIONS -7. AT BUILT I N GUTTERS • P N P �� III III �� �� (s.�.) (S G .) ���T �����T I O'N, SEE GENERAL NOTES SCALE: I/4" = I'-O" i� I GAT �����T 101�1 SEE GENER?.L NOTES SG?.LE: I/4" = I'-O" UPPER i=LOOR P.L. — — � I — —PIN. PLR_UPPER — M,41N i=LOOR P.L. PIN. PLR. M.41 N 128'71 i2�GISTEi2�D ?.FZGI-fITEGT II MIGH L YNP JOHNSOIV� STP.TE OF wASHINGTON V J • � U 0 `� w � W � �_ � � � U Q z ° � � ��� ��� r� �/ J � N � � U ��� .�� � z� `� �' x r c� c 0 r m � � r � } p ,� � ��� � � 1_u Q � map � r � m`�� !n � � � z `' � - � m� � 1 O m� V L date: Oaf-16-16 permit: revisions: drawn by checked �by: MWJ S�--f��T RESUB May 18 2023 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. 11,, .I � 1. '.g7 SH�.°.R NOTE: I. �X MATERIAL GAN BE US}=D FOR ALL MUDSILLS 2. SST � DOUBLE 2X STUD B�i-I I ND ��/�RY STi-fDl4 I-fOLDOWN G,°.LL�D OUT ON TI-IE FOUNDATION PLAN. S}=T f-IOLDOWN I/2" MINIMUM AWAY 1=ROM WALL GORNI=RS, WINDOW AND DOOR i-I�AD��S. I T I S I Mf'O�TANT Ti-IAT Ti-I� FOUNDATION CONTRACTOR HAS Tf-1� MAIN FLOOR FLAN SI-I��T TO PROf'�RLY LAYOUT I-IOLDOWNS. �. A MST48 STRAP W I T+-I (2) I /2 " BOLTS INTO Ti-I� 1=0UNDATION IS A PROPER 1=1X FOR A M I SPLAG�D STi-ID 14 i-IOLDOWN. NOTES: ALL WOOD IN CONTACT WITF-I CONCRETE S{-iALL BE PRESSURE TREATED OR CEDAR. PRO\/IDE CRAWL DRAIN � LOW POINT IN GRAWLSPAGE. SOLID BLOGKIIVG UNDER ALL BEARING WALLS. SLOPE ALL GO1VG. STOOPS AND/OR PATIOS I/4" PER FOOT AWAY FROM DOORWAYS. — — — — BEARING WALL ABOVE FOUND?�TION \/ENT G?�LGUL?�TION 1456 SQU�RF FEET = 4.-l�i 500 .5-i (�i) VENTS REQUIRED � � � SHEAR NOTE SFF SHFFT L I FOR SHEAR W?�LL LOG?�TIONS, SHF?�R W?�LL N,41 L I NCB SCHEDULE, � DFT,41 LS. HOLDDO1�lN SGH�DUL� MARK I-IOLDOWN/ 1=AST�N�RS WOOD M�MB�R ANGi--IOR STRAP Ti-I I GKN}=SS/SPECIES R�QU I RED T- I STHD 14/I 4 R_l 24- 16d S I NKi=RS (2) 2X4/2X6 STUDS HF/sPF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-5 MSTA56 (26)-IOd (2) 2X4/2XC� STUDS I-I�/SP1= 2 2X 2X ST DS T-4 MSTG48B5 (erg) - I oa �-I>=/sP1= T-5 HD-lB (5)_ 5/.4�� 5-I/2" MIN. SSTB28 (-7/8") " DF/SP MIN. 24--7/8 EMBEDMENT �'-o" PI-3" 2) 2X STUDS $ PLATES 20'-O" PI-3" (2) 2X STUDS B PLATES 5i'-O" PI-3" PI-3" (?� 2X STUDS (?� 2X STUDS 8 PLATES � � 8 PLATES \� I{� '' V E PLATE 5 V ` V ` �� — — — — — — — — — — — — — — — — — — — — - I — — I �� I L--- I I � � I I I I I m T � I �6�-J� FD�N. PTLD ® POST =18231 # = O � 6 �� (DEPTF-f I500 P51 I � OF JOISTS) I �-i-�O I I I 12.15 _ I -� R�d ��: I I G1��J�lJ.._S1��G� L — — =42" X 42" min � RPAD REQUIRED N I I � I I 6 MIL. BLACK VAPOR �,CO��'R, I I BARRIER TO TOP OF FTC. I I W/ 12" LAP ® ALL SEAMS - � III r�C ��'i I I 18" MINIMUM GRAWLSPAGE � I I 12" MINIMUM UNDER BEAMS � X }T�d 4" GONG. SLAB oN PAD W/ (2) #4 E.W. I L _ 4" GRAVEL FILL ON (V '�, 24X24X8 GONG. — — �+ V GOMPAGT EARTi--I SLOPE I/4' /FT. I I m I - I #4 STUB STEEL I �, — — — — — — — — — � ® 18" O.G. MAX. I I � I f— � � � 4xlo � � � � � � � � � � � � " I I DF#z J � J � J � J � J � J �� Q I - � � J � J � J 2'-O" I # I I I I# N _I ��� I I �- I I 4'-II" 4'-II" 4'-6" �I 4'-6" N 4'-6" 4-6" 4'-6" � 4'-4" � � m � � - 0 � 0 I I � �I I I -��' c o cXv � � NJ N � I I '-O" `1=0 -�� -• � m '� m �n � � � I T-I N STEP 4'-II" r�C Jik�+�� - 2 O FDTN. '--!" 16'-10" m II'-4" _ - (DEPTI-f R�� � FOUNDATION VENT "x6" � OF JOISTS) _ 18 SCREENED -------J �DF� � � � N (Q) REQUIRED I � J �O I '�� I _ - - � I a I � � —J �—J � I 2'-0" � � I r— � —� � m J = N — — — — — � -- — — — — — — — — — — — — — — — — — — — I m �� 1 u)� I I _I � �� �_ �� 0 I O�� 4'- 4'-6" S'-II" 5'-II.. 5'_5�� Nw � � � ��i-XIO � � � � � � L — — — I I I GONG. LA DIN DF# �j 16'-I I" '�06+�1 I I'-S�� I I T � I I -2 R,�d ACCESS `� IILLJJII I N I - '�, 52" DOOR BLOGKOUT - �i INSUL a ws. �J I I � I I m I I � �ry I o O I � I I � � �N--I m I I ��\ -� I 8�� GONG. F UND TIO WAL I I �, I STEi� 4" TYPICAL 0 � I n � � J _ I I �DITPT♦� GRANULAR BOD ON TAMPED GRADE I I I5"X7" GOT�1T GON F OTlhl N o m�� I �—� � �—� 4�0 �—� �— O I OF JOISTS) SLOPE 5" TO O.F-f. DR. TYPICAL ---� -----J I I I � ��� I I � J �� I � J � J � �� —-----ram I I I I � L_� o I I I ;� 1 I — �/\ 2'-0 2 �-� � t_I� I 4" GONG. SLAB ON COMPACT EARTH � I I O I L� r I �l SLOPE I/4"/FT. L #4 STUB STEEL r I I I I � ® Ib" O.G. MAX. FDTN. I I �06�� � I I �06+� � 6 I I I I (DEFT♦-f OF JOISTS) i I ��c � �o _ �6 I I I �'� � 'o '� I �----- --------- ----- i R� 0.i I R�� I � c �otic�6 L-I I I I I I �J��+'o I I � L-I R�d I I ' � � � — — — �5. � GONT. FOOTING � o.+�. DooR I I - h h � I I L — — — — T-I �0 PI-�" PI-�" I EDGE OF SLAB _ C�J �x sTVDs B PLATES (�) �x STUDS a PLATES GO T. FOOTING � = � O.Fi�DOOR---------J I �--------- � O � �\ L------- r 1 1 � -I ED E OF SLAB �� • �� — — — — — — — — — — — — — — — — — — — — — m 5�'-O" I '-4z" 16'-5" R.O. IGi'-O" 1 I �� PI- " I -4� (� 2x s D E LATE 10 I " I'-IOZ" 2 8'-5" R.O. I I'-O" �PI-� � �x sTu� B LATES A �,-8 �OU1�I��T I O1� ����1 128'71 REGISTERED ARGi-f I TEGT MIGH EL YNE JOHNSONI STATE OF 1N.45HINGTON V J U� `� �T� �-�-i �T� P"I � � U Q z V O I --I � � �� N �' � /� V J � (x �i ,� ' ^ �./ J � pD N � � .�� U � � � U z�� `� � x r c� C c m � 0 r �0 } � ,� �0 � � � �u Q m�� r n � m`�� � � z �' �u� VI — mz O m� V `l date: O�i-16-16 permit: revisions: o�-oq- I a drawn by checked .by MWJ ��--f��T RESUB May 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S�� G�N�R,°.L NOTES 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 Gost to rectify same. NOTi=S: 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 -i2" 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 R612.3 SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +-!2" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +-12" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO I.-!5 GAL/1"iIN. EXHAUST FANS LARGER THAN 50GFM MAY BE GONNEGTED 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 IS' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING WALL — — — — — — BEARING ABOVE FLOOR LINE ABOVE PT. LD. ?� POINT LOAD ABOVE ABV. �c MULTIPLE 2x STUDS ® POINT LOAD SMOKE DETECTOR O IIOV INTERGONNEGTED W/ BATTERY BACK-UP. PER IRG 514 CARBON 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. 3. DOOR BETWEEN GARAGE AND RESIDENGE SHALL BE I-3/8" MINIMUM THICK SOLID WOOD OR STEEL WITH SOLID OR HONEYCOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED WITH A SELF CLOSING DEVICE. 4. DUGTS IN GARAGE AND DUGTS PENETRATING THE WALLS OR CEILINGS SEPARATIOG THE RESIDENGE FROM THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE HEATING NOTES: + INSTALL PER ASHRAE GOA-88 + 18' PLATFORM OF 2 LAYERS �✓/4" PLYWOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +18" MINIMUM ABOVE SLAB. F I REPLACE NOTE: 'O' GLEARANGE F I REPLACE W/ DIREGT \/ENT FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPEGIFIGATIONS AND SHALL HAVE APPROVAL LABEL ATTACHED 5/8" TYPE "X" GWB TO ROOF SHEATHING 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 SHFFT L I FOR SHEAR WALL NAILING SCHEDULE, � DETAILS. ,� -8 HOLDDO1�lN SGH�DUL� MARK F-IOLDOI^lN/ F�°.ST�N��S WOOD MI=MBAR ANGi-fOR STRAW T+-I I GKNESS/SP;=G I �S R�G2U I RED T- I STHD 14/I 4 R_1 24- 16d S I NK3=R5 (2) 2X4/2X6 STUDS HIF/SPF T-2 MST48 (�4)-16d (2) 2X4/2X6 STUDS I-fF/SPF T-S MSTAS6 (26)-IOd (2) 2X4/2X6 STUDS I--IF/SPF 2 2X 2X ST DS T-4 MSTG48BS (S8)-IOd I-IF/SPF T-5 HD-lB (S)_ S/4�� S-I/2" MIN. SSTB28 (-7/8") " DF/SP MIN. 24--i/8 EMBEDMENT 8 0 ui 20'-O" S I NC�LF 57'-O" Ovi=BALL 4'-S �� S I it-1GLF q'-6" i PI-3" (2) 2x sTVDs 4 PLATES .I Gi�i>i q'_6 �� �_2 �� TH EE �060 SI C�Li= HUNG PI-3" (� 2x sTVDs 8 PLATES III�i>II ..� (?a 2X STUDS (2) 2X STUDS (?a 2X STUDS I S PLATES 6 PLATES G PLATES I = TOP OF WINDOWS AT MAIN FLOOR - TO BE AT 8'-O" � 6 I X � III UNLESS OTHi=RW I SE � � " m NOT3=D m LINE OF FLOOR ABOVE III O 0 PAIR � DINING N ; 2� � � I I Roots � I � �� I III m ooR w I I H.S. = I (s.�.) � I I III m I � FOR ALL HEADERS, I III I BEAMS, JOISTS, AND POST LOCATIONS, SEE 3'-6" II'-O" 4'-6" ppv��D Jf.f - 0 SHEET A-5 1�ATI0 tJ , \ � Q 0 I I � 0 � � Q lJ) J �� � � p � i�00M I PANTRY � WW�Q�� � Hs. I i 1.(� ��Nm 0 - = �Q W o - I o _ 0 � � N I I �--------- � II � ---� ° � � I � a u� ��z� m I I I i� I N q�, II o m O I - I D W SINK MUflfZOOM O W/ D I SP. I ' I� H.S. I 0 N � � _ I � 7'-10" 5'-O" -1'-2" I 18'-6" � = v I � Z I I'-S-I/2" _I I iG I TG�-+�N � � I m o I I I p m m s6„ I O\/EN H.S. TOP M GRO 40F�8 B I -FOL 0 � III O OPEN V.T.O. 100 GFM W I II O — I � RAILING — — — � � � j �'(� � _ � — - I I I I I i o a I a 7 6� 4 � z i � = � � OPT. N ----- O�O --- = I— 1� —P�s �Ow CX 0 Q`� � .� 0 _ Q I I " �Ri=FCC J � " cv N �n 0 m w m � � FURN � I I � I � 111 } � x g O � I I I �i O `� I I� � � � -n ry� DIREGT I I I 6080 � HEAT � `' VENT OPNC�. (V HWT 5'-4" a 0 � — — — — — I '� � - � 18"x24" - �i P � S — — — — — '_ " _ N '� � O 5'-6" (v SPACE " Access 40F�8 � _ �OYi=TZ � Q BOLLARD UP TO SO" MINIMUM HEAT �868 ll1 DETECTOR Q I ('() III INSUL s w.s. I -FOLD � I � _ �0 % m m � ��8 0 � I Hs. � 0 � z I 0 m � III _ � z 5'-6" � 8'-O" � o � o - SO'-O" O I I ov I m I I=0 (V 0 � m __— I 0 Q IIOV S.D. � � � (�/ � I i � G�i��.G� 0 � � 2�"Xsb� N _ - p DEN/ s.D. GUEST � X O O m GONG t!- A�IG I I 0 ai �� ,� N m � Q _ O A�GE�S = I � n� CARPET , _ N � Z NS ff WS 0 �tl �4 0 � 0 m % (V LINE OF O.H. DOOR _ POWfl�R � IN UPRIGHT POSITION � N so H.s. cov�r� I � � PORGFf - LINE OF O.H. DOOR I � 0 N III � GFM LLLJJJ VTO GON � _ r _ _ _ IN UPRIGHT POSITION � I 0- \ s III Q I I _ m� III WER I I I I I N I F I s. PA � .�. t o I I L- I I L-I I I I I GARA � DOOR �0 PI-�" PI-�" I (?a 2X STUDS (2) 2X STUDS _ B PLATES i PLATES _ SO O S 60 � 16 I 40 16 O 16080 O.H. GARAGE DOOR 0 � - PI P G. PI . HUN H NG (5 G.J � .v./ �_,. .. I ,. I �i-2' (EG SS) (i= RESS) ( 2x s-ru s d PLATES I'-S" I'-S" PI-�" PI- �� (tea zx sTu s I'-6" I'-F�" ( 2x s DS I'-O" E LATES E PLA 4'-II" S'-10" 4'-Gi" I'-10" S'-8" Z'-Gi" Z'-Gi" 16'-O" g�_O�� �_O�� IS'-F�" 5'-6" 8'-O" IGi'-O" II'-O" / —\ \ � / ELFGTRIG �/i=HIGLE GHARC� I NCB OUTLET E�/ G I RGU I T R3=G2U I RFD I N i=Li=GTR I GAL BOX I (3=�/ READY) — FULLY WIRED GIRGUIT I W I TH A LE�/EL I I OR LEVEL III 3=LEGTRIG �/EH I GLi= GHARC� I NCB I REGEPTAGLE OUTLET OR TERMINATION POINT INGLUDINC� I GONDU I T AND W I R I NCB AND THE ELEGTRIGAL SER�/IG3= GAPAG I TY Ni=Gi=55ARY TO SER\/E THi= REGEPTALE THAT ALLOWS FOR TH3= FU I TURF INSTALLATION OF AN ELEGTRIGAL �/EHIGLi= GHARC� I NCB STATION — _ � �� I I � ��OO� ���I � 128'71 \ REGISTERED \I ARGHITEGT MIGH EL YNE JOHNSONI STATE OP 1NASHINGTON V J • � U 0 `� w �_ � � � U Q O H � t` r, � �' v � r � �/ J � � N ��� • I � � U z� �'j''� F'-'--I � `� � x �, 0 O � 0� � � � � u� r � �0� N � � �wQ m�� r � m�z n '� � (u� v' \z r � 1 m� O m� V L date: OQ-16-16 permit: revisions: 03-O�i-18 drawn by checked .by: MWJ S�--f��T RESUB May 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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, 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 Gost to rectify same. DRAT=TSTOPPING NOTE: DRAFT STOPPING TO BE INSTALLED TO ALLOW f=OR LESS THAN 1000 SQf=T Of= OPEN AREA WITHIN THE f=LOOiZ TRUSSES PER IRG SECTION 502.12. USE 1.2" INGI-f GYPSUM WALLBOARD OR 3/8" WOOD STRUCTURAL PANELS PARALLEL TO THE TRUSSES WI--IERE INDICATED. SEAL ALL GAPS AND HOLES TO PREVENT THE SPREAD Of= HOT GASSES AND SMOKE -8 4X I O DF#z BLOCK I NG UNDER TOP PL?�TES f�T THIS P�REf�- STRf�P 5-I/8" X 18" C.L.B. TO Ef�GH BLOCK PST THE STUD B.4Y WITH MST48 STR,4P NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 DP#2 UNLESS NOTED OTHERWISE. f=UR-OUT HEADERS TO MATCH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-10 INSULATION PER WSEG f=OR WINDOWS WITH OPERABLE OPENINGS MORE THAN -i2" ABOVE THE f=INISHED GRADE OR SURFACE BELOW, THE LOWEST PART OE THE CLEAR OPENING SHALL BE 24" MINIMUM ABO\/E THE f=LOOK. EXCEPTIONS: f=ULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE f=ALL PROTECTION DE\/IGES ARE PROVIDED PER ASTM f= 20�i0 OR R612.B 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 +72" OE DRAIN, SHALL BE SAETEY GLASS. SHOWER FLOW IS LIMITED TO 1.75 GAL/1"iIN. EXHAUST f ANS LARGER THAN SOGFM MAY BE GONNEGTED TO 4" SMOOTH WALL vENT PIPE IE RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE 01= FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN 01= IS' COMBUSTION AIR REQUIRED FOR ALL 1=UEL BURNING APPLIANCES LEGEND: BEARING WALL — _ _ _ — BEARING ABO�/E FLOOR LINE ABO\/E PT. LD. �� {-JOINT LOAD ABO\/E ABv. ..c MULTIPLE 2x STUDS � POINT LOAD SMOKE DETECTOR O I10�/ INTERGONNEGTED W/ BATTERY BACK-UP. PER IRG 314 OCARBON MONOXIDE DETECTOR PER IRG SIS ��� SH�?�R NOTE: SEE SHEET L I FOR SH�?.R WALL LOG.4TIONS, SHi=.4R WALL N?� I L I NG SCHEDULE, � DET� I LS. G I RD3=R TRUSS Iq'-o" sP�N DR.4C� STRUT a-� 4X I O DF�*2 U�i��i��I��010��I ���� � I�� �L�I� 128'T I \ REGISTERED \I ARGi-fITEGT MIGH EL YNE JOHNSONI STATE OP 1NASHINGTON V J • r^ V J U � O WG\ �_ � � �, U Q � O H t` r, �' � v � r� �/ J � U � N ��� � � z� � � � � � H 0 0 r m � � � �� � u� r �o � �0� � N � � �wQ m�� � r � m�z n � '� z � � � � 1 m� � 1 O m� �� �C � �� V .O L date: OQ-16-16 permit: revisions: drawn by checked �by: MWJ Si���T RESUB May 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S�� GEN�R,4L NOTES SG,4L�: I/4" = I'-O" Written dlmensions on this drawing shall have precedence over sealed 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 Gost to rectify same. i� NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® 16" O.G. TYPICAL. ALL I -LEADERS TO BE 4 X 8 DP�*2 UNLESS NOTED OTF-IERWISE. PUR-OUT F-fEADERS TO MATGI-I 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-10 INSULATION PER WSEG POR WINDOWS WITH OPERABLE OPENINGS MORE THAN -f2" ABOVE THE FINISHED GRADE OR SURPAGE BELOW, THE LOWEST PART OE THE CLEAR OPENING SHALL BE 24" MINIMUM ABO�/E THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" Si�HERE MAY NOT i�A55 THROUGH OR WHERE FALL i�ROTEGTION DEVICES ARE PRO\/IDED PER ASTM P 20�f0 OR R612.3 SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" ;=ROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +-!2" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER PLOW IS LIMITED TO 1.�5 GAL/MIN. EXHAUST PANS LARGER THAN SOGFM MAY BE GONNEGTED TO 4" SMOOTH WALL TENT PIPE IP RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE 0;= FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OP IS' COMBUSTION AIR REQUIRED POR ALL ;=UEL BURNING APPLIANCES LEGEND: BEARING WALL — — — — — — BEARING ABOVE FLOOR LINE ABOVE PT. LD. ?�, POINT LOAD ABOVE ABV. ..c MULTIPLE 2x STUDS ® POINT LOAD O SMOKE DETECTOR IIOv INTERGONNEGTED W/ BATTERY BACK-UP. PER IRG �14 OCARBON MONOXIDE DETECTOR PER IRG 315 � � � SHEAR NOTE SFF SHFFT L I FOR SHE?.R 1N?.LL N.41 L I NG SGHFDULF, � DFT.41 LS. HOLDDOWN SGHFDULF MARK I-10LDOWN/ 3=.�ST�N�RS J�IOOD M�MB�R .r'.NGI—fOiz STRAP' Ti—f I GKIV�SS/Sf'a=G I �S R�C�U I RED T- I STHD 14/I 4 R_l z4— I C d SINKERS (2) 2X4/2X6 STUDS +—fi=/Si�H T-2 MST48 (54)—IF�d C2) 2X4/2X6 STUDS +—fi=/Si�H T—S MST,456 (26)—IOd (2) 2X4/2X6 STUDS i—fF/S�'F 2 2X4 2X STUDS T-4 MSTG48B5 (� 8) — I O d H3=/SPA T-5 HD-1B (S)_ S/4�� S—I/2" MIN. SST�28 (-7/8") " DI=/SP MIN. 24--1 /8 EMBEDMENT ,�-8 �N 100" SHALLI �( ROOM FOR • SHALL BE � ED MEANS � u���� ��oo� ���� 12871 \ REGISTERED \I fiRGF-IITEGT MIGI-F L YNE JOHNSOhI� STATE OF YVASFFINGTON V J a � U M G w � W � �, � U Q z O ~ �� ��� cry � ~�� x � :� �� � "VI N :�r �' � U z� � � � � x M O O r m � � �� � � �r �o � ��� � � N � ��uQ � m�� � r n � m�z � `� z � � � m� � 1 O m� nV W dote: O�i-16-16 permit: revisions: 0�-08— 18 drawn by GI'1PGiGPd �by: MWJ ��--f��T RESUB May 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 5�� G�NERP.L NOTES Written dlmensions on this drawing shall have precedence over sealed 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 Gost to rectify same. F I REPL�GF ROOF NO O�/FRH�NC�S NO �IENTFD BIRD BLOGKS ,4T ROOF- INST�LL (I) .4F50 /ENT f�T F.P. ROOF ZX4 HF#z R�FTFRS � z4" O.G. u,. .i�i. ROOF FRAMING NOTFS GUT RAFTER TAILS TO MATGI-I 2x4 TRUSSES GONNEGTORS Si -TALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF PITGI-I SF -FALL BE 3: 12 TYPICAL UNLESS NOTED OTT-IERWISE ROOF O�/ERh-IANC� Si -TALL BE 12" U.N.O. i Q DS TRUSS NOTF Zx6 O�/ERFRAMING BEARING BELOW DOWNSPOUT ALL TRUSSES Si -FALL i-fA�/E: I. STRESS ANALYSIS AND DRAWINGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. Z. MANUFACTURER'S STAMP ON PRE- MANUFAGTURED TRUSSES. 3. BRACED TO MANUFACTURER'S SPEC I F I GAT I ONS. 4. STRESS ANALYSIS AND DETAILS SF -FALL 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 W I TI-TOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING GALGULATI ONS. 6. ALL TRUSSES SF -TALL I-IA�/E SIMPSON I -+-I CLIPS AT ENDS. WF-IERE TRUSSES ARE PARALLEL TO WALL, USE SIMPSON LSO AT MIDSPAN. USE SIMPSON STG CLIPS AT NON -BEARING WALLS ROOF \/ELATING G?.LGUL�TION I g44 SG2FT f�REf� _ ( . 15 SG2FT REG2U I RFD BOO (F�.15) X (BOA)= 8.08 SG2FT MIN. Ri=G2UIRED f�T Ef��Es TYPIG,4L TRUSS BLOCK H.4S (4) 2 � SGRE�NED HOLDS PRO\/IDINC� F�.ZB SQ. IN. (.044 SQi=T) PER BLOCK. ,°�PPROX I M�4TELY (-70) �/ENTFD BLOCKS = B.Og SQFT PROV I DFD (6.IB X (50%)= B.08 SG2FT MIN. REQUIRED 1NITHIN B' OF THE RIDGE �F50 ROOF Jf�GK �/ENTS= .B4 SG2FT Ff�GH /ENT PRO\/IDF (Gi) P�F50 \/FLATS= 8.40 SG2FT PRO�/IDi=D ROOF J?.GKS � Z4" O.G. 12871 \ REGISTERED \I fiRGF-IITEGT MIGI-F L YNE JOHNSOhI� STATE OF YVASFFINGTON V J a � U M G w � W � � ~' � z U H � � u O u r, r +� �� � "V� N :�� � � U z� � � � � x 0 0 r m � �r O �O� N ��Q � m�0 1- � m�z � � `� z � � � m� �0 m� z� �� �� nV W dote: O�i-16-16 permit: revisions: drawn by GI'1PGiGPd �by: MWJ ��--f��T RESUB TOTf�L �/FNT �Ri=� PRO�/IDFD= F�.7Z SQ FT �0�� ���� � I�� ���I� 5�� G�NERP.L NOTES May 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written dimensions on this drawing shall have precedence over scaled dimensions. GOntactor 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. 201P� .I�I.�S�I�N.O�TO�N. OT�T� ��N.�fi�O�'I� 0010� �,4LL GL I M�.T� ZONES (T,a.�L� fi�402. I . I) FENESTRATION SKYLIC�I-IT BLAZED CEILING WOOD FRAMED FLOOiZ BELOW GF2.4DE SLAB FZ-VALUE U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE ,4ND DEPTi-I Si-IGG 0.28 (f'RESGRIf'TIVE 0.50 NR R-4ci R-21 R-�O 10/15 R-21 +T8 �-10, 2 F�>=T �T,��L� 40G .3- �N�fiZGY GfiZ�D I TS (S I NGL� ��4M I LY) THIS �'L?.N REQUIRES 6 CREDITS SINGE IT IS OVER 1500 SQU?.RE FEET �.ND UNDER 5000 SQU?�RE FFFT OAT I ON, Gi��DIT HE,4T I NG OPTION Z H�,4T PUMP (�LEGTRIG) I.O ENERGY PR�SGRIPTI�� GOMPLI,4NG� IS ��4S�D .5 OPTION ON T��L� R40z. l . l WITH THE FOLLOW I NG I � MODIFIG�TIONS: �I�RT I G,4L ��N�STR,4T I ON U = O.ZB FLOOR R-�8 SL.4� ON GR.�D� R- I O PER I M�T�R .4ND UNDER �NTIR� SL�4� ��LOW GR.�DE R- I O P�RI METER AND UNDER ANTI R� SL.4� OR GOMPL 1,4NG� �.�S�D ON S�GTION R40z.1.4: R�DUG� THE TOTAL GONDUGTI�� U� �Y 510 ENERGY OPTION �.� ENERGY OPTION 4.Z ENERGY OPTION 5.5 SIR-SOURG� G�NTR�LLY DUGT�D H�f�T PUMP 1.5 W I TH M I N I MUM HSP� O� I I.O H�/P�G EQU I PM�NT AND �SSOG I f�T�D DUCT I.O SYST�M(S) INST�4LLfi�TION SHfi�LL COMPLY WITH THE R�QU I R�MENTS O� S�GTI ON R40�.�.-1. LOG�T I NG SYSTEM GOMPON�NTS I N GOND I T I ON�D GRfi�WLSP�4GES I S NOT PERM I TT�D UNDER TH I S OPTION. �LEGTRIG R�SIST.�NG� HE,4T �4ND DUGTL�SS HEST PUMPS �R� NOT PERM I TT�D UNDER TH I S OPTION. D I R�GT GOM�USTI ON HEf�TI NG WITH ��U� LESS TH�4N 8096 I S NOT PERM I TT�D UNDER TH I S OPTION. W�4T�R H��TING SYSTEM SHP�LL INCLUDE z.0 THE FOLLOWING: �L�GTRIG H�fi.T PUMP W,°�T�R H�,�T�R M��TING THE ST.�ND�4RDS FOR TIER III O� N���'S �D�f�NG�D W�T�R HEfi�TI NG SP�G I � I G�TI ON TOTAL• 6.0 GRAD I TS STORM SYSTEM S�GT I Oil �-� Si=i= G�Ni=R.4L NOTES 128'71 REGISTERED ARGi-i I TEGT MIGH L YNE JOHNSONI STATE OF wASHINGTON V J U� `� w � W � �, � U Q ° U O H � I� ��� v� �xy ��� U N� �� • i a � � z�� `� � x c� c c r m � � � � � � � l� r ��� � � N � � ,� � u� Q m�� r n � m �n � cv � � z� lli - � mz N 0 m� � �C N 0 L date: OG-16-16 permit: revisions: drawn by checked •by: MWJ ��--f��T RESUB May 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 5���� ���� SG+���U�� P�iZ 2018 I BG G�N�i�,4L 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 F2 = TWO SIDES PLYWOOD 7/Ib" NAIL SPACING TOP ff BTM. ANCHORS BLKG. PLATEE � MARK pL�� SIMFSOIN MASAP VM,4LU�#2 PLYWD. EDGES FIELD PLATES d5e�tail REG2'D' NGROR BOLT ANCHORS NAILING (#/LF) PI-6" 8d 6" 12" 6" I8" O.G. 2x4 5/8" � 48" � 48" � ENDS (2) 16d � 10" 240 PI-4" Sd 4" 12" 4" 16" O.G. 2x4 5/8" � 32" � 30" � ENDS (2) 16d � 7" 34G PI-3" �� Sd 3" 12" 3" 14" O.G. (2) 2x4/6 5/8" � 24" � 24" � ENDS (2) 16d � 5" 450 PI-2" �� 8d 2" 12" 2" 12" O.G. (2) 2x4/6 3/4" C� 24" ®18" � ENDS (2) 16d c� 5" 585 P2-6" �� 8d 6" 12" 6" 10" O.G. (2) 2x4/6 5/8" � 24" N/A (2) 16d � 5" 480 P2-4" *� 8d 4" 12" 4" 8" O.G. (2) 2x4/6 3/4" � 20" N/A (3) 16d � 5" 700 F2-3" �� 8d 3" 12" 3" 8" O.G. (2) 2x4/6 3/4" ® I6" N/A (4) Ibd ®5" 900 P2-2" �� 8d 2" 12" 2" 8" O.G. (2) 2x4/6 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 OR (2) 2X MEMBERS PER IBC 2018 AND SDFWS-2018 PER SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC, GRAFTER 4.3.7.1 #4 EXPEGTION; (2) 2X MEMBERS ARE OK IN LIEU OF 3X MEMBERS STITCH NAIL DOUBLE STUDS AND PLATES TOGETHER WITH 16d NAILS @ 12" O.G. STAGERRED ON THE STUD FACE GABLE ENDS TO BE SHEATHED IF SHEAR WALL IS BELOW I. USE POWER -DRIVEN STEEL 5TUD5 AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER RORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITR JOIST UNDER INTERIOR SHEAR WALLS. SH��R 1N�LL NOTES 7/16" OSB OR PLYWOOD SREATRING -USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL @ 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPACING IS SPECIFIED AT PANEL EDGES, USE I-I/2" 8d SHORT NAILS OR 3X STUDS WITH 8d COMMON NAILS. FOR 2" NAIL SPACING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EAGR SIDE. FLOOR PLYWOOD -USE 8d COMMON NAILS Cam? 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTRERWISE SHOWN ON FLANS. FLOOR JOISTS -JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOCKED AT 48" O.G. � EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x I/4" SQUARE WASHERS AT ALL ANGROR BOLTS. PLATE WASHERS TO BE INSTALLED WITRIN I/2" OF SHEATRING �/I6" OSB OR PLYWOOD SREATRING -STAPLE SGREDULE ALLOWABLE SHEAR VALUES WITR REM FIR #2 STUDS 2" I6 GA. STAPLES � IS 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-I/2" O.G. - 430#/ft. 3" O.G. - 3a0#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. ® 6" O.G. - 620#/ft. FIELD SPACING: 12" O.G. NAILS ff STAPLES. ROLDOWNS -INSTALL SIMPSON ROLDOWNS OR USP ROLDOWNS AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. FER PLAN, SIMPSON STRD14 OR USF STAD14 SIMPSON MST36 OR USP MSTI36 SIMFSON MST48 OR USF KST248 SIMPSON RDUB OR USF TDXIO (�/e" ANGROR BOLT MIN. SIMPSON MSTG48B3 OR USP MSTGB4B3 24" EMBEDMENT, 3" BOLT INTO (3) 2x4(6)) 2 L-I PER PLAN I 2x TOP PLATE I ' HEADER � yNAIL SHEATHING TO HEADER ® 2" O.G. B.W. EXTEND TO END WALLS (2) 2x STUDS •I I• • I I • CONNECT PLYWOOD W/ Hd NAILS ® 2" O.G. I TO ALL STUDS, PLATES I I 8 HEADERS • • APA RATED SHTG. fib" MIN. 24/O EXP. I �I � STHDI4 WOOD To GoxcRETE I' CONNECTORS OR EQUAL (3) #4 VERTICALS I.II �I.I I - 3x PLATE OR 2-2X I'I NAIL SHEATHING #4 HORIZ. ® TO EACH PLATE � 12" o.c. 3/4" dJ X 10" A.B. W/ 3"XB"XI/4" PLATE WASHER O STEM WALL GONT. FOOTING 1 I �L�vATlox vI�W OUTSIDE OF GARAGE GARAGE DOOR INSIDE OF GARAGE PLAN VIEW OF CONCRETE STEM WALL L,d.T�R,4L i�ESTi�,� 11�1T P,a.NEL SEE GENERAL NOTES SHEAR WALL NO SCALE SIMPSON H3 ANGLE CLIP 48" o.c. TOP 8 BOTTOM TRUSSES PER PLAN ROOF SHTG -NAIL PER PLAN SHEAR WALL PER / SHEAR WALL CALCULATIONS Y SIMPSON STRAP PER PLAN NAIL PER S I MPSON SPEC I F I GATI ONS sH�,�R w.4LL PROVIDE 4X12 BLOCKING �� TO HANG OFF 4X6 TRUSS CHORDS L J WITH CONGEALED FLANGE HANGERS WHERE MST 48 STR,4PS COME FROM SHEAR WALL ABOVE SH�,b.R Y�l,4LL ,4T OUTSIDE W,4LL (T�USSE=S PE�PE=ND I GUL,b.�) NAIL BOTTOM PLATE TO TOP TRUSS CHORD BELOW PER SHEAR WALL SCHEDULE RIM FLOOR TRUSS (NOT SHOWN) PER TRUSS MANUFACTURER NAIL SHEATHING AT RIM LOCATIONS PER SHEAR WALL GALLOUT OF THE UPPER FLOOR PROVIDE FOR 2X4 VERTICAL BLOGKINC� AT 4" AT RIM TRUSS OPEN WEB TRUSSES PER TRUSS MANUFACTURER TRUSS MANUFAGTURTER TO PROVIDED 4X6 CHORDS AT TRUSS ENDS WHERE THERE IS TO BE AN MST48 STR,4P 8d ® 6" O.G. 2X BLKG. W/ 16d ® 8" O.G. � TENT HOLES OVERHANG ff �/' I�I `H3 ANCHOR � FASCIA 48" O.G. SHED ROOD TO O��SE=T 4 SHE=,b.R Y�l,4LL GONNEGT101�1 L-I NO SG?.L� TRUSSES TO H,4�/E 2X6 E3LOGK I NCB @? 16" O.G. TO ?ALLOW 1=0R SHEAR N,41 L I NG ,4T RI M NO SCALE SHEAR WALL PER SHEAR WALL CALCULATIONS SHEAR Wfi�LL S I MPSON STRAP PER PLAN � NAIL BOTTOM NAIL PER PLATE TO TOP TRUSS CHORD — SIMPSON � BELOW PER SHEAR WALL SCHEDULE SPEC I F I GATI ONS RIM FLOOR TRUSS PER TRUSS MANUFACTURER I �" 1=1 nnR TRl J�� � � TRUSS MANUFAGTURTER TO PROVIDED 4X6 CHORDS AT MST48 STRAP LOCATIONS FOR NAILING THE STRAPS NAIL SHEATHING AT RIM LOCATIONS PER SHEAR WALL GALLOUT OF THE UPPER FLOOR PROVIDE FOR 2X4 VERTICAL BLOCKING AT 4" AT RIM TRUSS TRUSSES TO H,4�lE ZX4 \IERTI G,4LS � 16" O.G. �T RIM TO �.LLOW F=OR SHE:,4R N.41 L I NCB SHE=,b.fZ Y�l,4LL ,4T OUTSIDE W,4LL (Ti�USSE=S P?.i�?.LLEL) NO SCALE 2X6 BLOCKING IN BETWEEN EACH STUD AT CONNECTION OF LOWER ROOF TO UPPER FLOOR SHEAR WALL 16d ® 8" O.G. SNAIL PER SHEAR SCHEDULE PLR. SYS. PER PLAN BLOCKING 128-11 \ REGISTERED \I ARCHITECT MIGH EL YNE JOHNSONI STATE OE WASHINGTON V J • � U o `� � �T� I�'�I jT1 h�'� G� � z �, o U O U U r ^ V J � !vj' � �j �{ �i O � CJ� U 00 N ~�� I � z� u� H r r 0 0 i- m � � O }0� i- I ��� � � m�� )� Q � i- � m �n � n cv � � z� mz � 1 O m� nv W L date: OGi-16-16 permit: revisions: drawn by: GheG�ed by MWJ �i--i��T I RESUB May 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written 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. 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. 24" CARDBOARD BAFFLE ALLOW FOR I" AIR SPACE MIN. EXTEND 12" ABOVE INSULATION. � SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED TO WEATHER IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'G. W/� 2" SCREENED VENT HOLES WITH I/4" GORRPSION RESISTANT METAL MESH COVERING � I N. SLR. TOE i�L. (2) 2x TOP PLATE, LAP GOi< OFFSET END JOINTS BY 48" 1/ib" OSB. OR PLYWD. SHEATHING. NAIL 6" EDGE, 12" FIELD WITH Sd NAILS UNLESS NOTED OTHERWISE 2x STUDS c� 16" O.G. TYP. ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OBS SOLID GDX 24-0 PLYWOOD SHEATHING; 8d @ 6 "O.G. EDGE 8d � 12" O.G. FIELD (7/16" OSB AGX PLYWD � EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH 8d NAILS, U.N.O. z N HANDRAIL: GRIP I%4" - 2" � PROJECTION FROM WALL NO LESS THAN I%2". OPEN RAIL: APPROVED TRUSSES BEARING OPEN SPACE BETWEEN MANUFACTURER'S SEAL. PICKETS SHALL BE SEE ROOF FRAMING PLAN LESS THAN 4" CLEAR - FOR SPACING INSULATE PER WSEG X I I �� ��� FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS ENGINEERED JOISTS/FLOOR TRUSSES, SIZE AND SPACING PER PLAN OR 2X JOISTS �" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER � WALLS AND CEILINGS FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS "X 10" ANCHOR BOLT W/ 3"X3"X �" SIDING, SEE PLAN FOR TYPE 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. •� u i 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 GONSTRUGTI ON 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR CEILING) m r \\ I /-1 � / I I /� \� 2 STD I � ��T� I � - TY� I GPI!_ C� I SGAL#=: N.T.S. 2x BOTTOM PLATE 3/4" Tff G PLYWOOD 5UB-FLOOR 2x P.T. SILL (GLUED � NAILED) NAIL 6" EDGE, INSULATE PER WSEG., 12" FIELD W/ IOd NAILS. R-38 � I N. SLR. z_- 4"�D D.S. TIGHTLINE, POSITIVE DRAIN TO STORM SYSTEM I � a FIN. GRADE TO SLOPE � �. AWAY FROM BUILDING \\ \ 48" MAX. �R�:I��S���� N a \�\\ UNBP�LP�NGED \\�\\� (TALLER WALLS PER PLAN) SEE FOUNDATION PLAN FOR BEAM SIZE � \\\\\\ a POST SIZE /SPACING Z \�\\//\ SREEB DETAIL ON G I GO# FELT \\\ � � a � a \ _ \\ � O Z � 6 MIL. POLY VAPOR BARRIER I— \, � a � m � ALL REINFORCEMENT 4"� PERF. FOOTING DRAIN TILE � MUST BE TIED IN PLACE FOR FOUNDATION INSPEGITON W/ CLOTH COVER � GRANULAR COVER AS REQ'D. BY SOIL CONDITIONS SEE FOUNDATION PLAN FOR FTC. / FDN. SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL a 4 d a I TY� I G�� I�II��� S�GT 101�5 C� I SCALE: N.T.S. TOP FLANGE JOIST HANGER PER PLAN 50LID BLOCKING BRG. WALL ABOVE TYP. ENGINEERED JOISTS, SIZE AND SPACING PER PLAN, 2x4 GUSSET EA. SIDE - "51MPSON" HGAMIO POST TO GONG. � SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL a N051 N6 HANGER O ` 3-2x12 STRINGERS Q W 2X4 BLOCKING Z (FIRESTOP) _I —FIREBLOGKS � STIR NOTES: RISER HE I6HT = �-3/4" MAX. TREP�D DEATH = 10" MIN. n 4" GONG, 4" GRAM 2x P.T. SILL z � II a c0 a TWO #4 HORIZONTAL RE -BAR I N THE FOOTING a 4 #4 REBAR W "J" BAR 5/8"X 10" 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. #4 REBAR ®16" O.G. HORIZONTAL #4 REBAR � 48" O.G. VERTICAL � �, 3" MIN. GLR. TYP. ALL FOOTINGS TO BEAR ON BEARING SOIL � 5T� . �OU1���T I Ol�l ��T� I � � SCALE: N.T.S. PER IRG R403.1.3 � R403.1.3.1 NOSH 1�ND 1�SSOG I TES GENE�f�L NOTES: I. All construction per appllGable codes and ordinances. 2018 IRG, IBC.-2018 WASHINGTON STATE ENERGY CODE 2. Verify all dimensions on fob 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 IBC. 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. All metal connections to treated wood shall be at a 10. minimum; triple zinc ZMAX (G185 per ASTM A653); Hot Dip Galvanze (ASTM A123 for connectors and ASTM153 for fasteners and anchors. All bathroom fans, kitchen hood, and dryer ducts shall be II. 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 MITI G �4ND GEOG��i�H I G DESIGN G�ITE�I�: TERMITE: SLIGHT TO MODERATE DECAY: SLIGHT TO MODERATE WINTER DESIGN TEMP: 22 IGESHIELD REQUIRED: NO FLOOD HAZARDS: 2003 la�i2 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 DESIGN D,4T,�: ROOF LOADS: LL 25#/SF (SNOW) DL 15#/SF TOTAL 40#/SF FLOOR LOADS: LL 40#/SF DL 10#/SF TOTAL 50#/SF DECK LOADS: LL 60#/SF DL 10#/SF TOTAL 70#/SF SOIL : 1500 PSF MINIMUM CONCRETE: 2500 PSI AFTER 28 DAYS (5� SACK MIX) -3000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT IS BETWEEN 5-7% (TABLE 402.2 IRG) MASONRY : PER 2018 I BG STEEL PER 2018 IBC (GRADE 60) WOOD PER 2018 IBC NAILING PER 2018 IRG NAILING PER TABLE R602.3(I), R802.10 WIND: 85 MPH ill0 REDUGTABLE VIA GALGUL.ATIOW SEISMIC: SEE CALCULATION PACKET WEATHERING POTENTIAL: MODERATE FROST LINE: 18" E.F.P.: 45 PSF 4" BEAM: DOUGLAS FIR #2 6 BEAM: fv = 85 fb = 875 PSI E = I ,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 = �5 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,aoo,000 psi NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE NOTED ON THE PLANS. I. SUBFLOOR: T� 6 PLYWOOD OR OSB APA RATED STURD-I-FLOOR 16" O.G., 3/4" WALL ff ROOF SHEATHING: APA RATED SHEATING 24/16 7/16" FOOTING FOR 8 WALL - 18 x 12 FOOTING 18" BELOW GRADE #4 STUB STEEL - 48" o.G. VERT. UNLESS NOTED OTHERWISE �71 REC� I STERED ARGi-i I TEGT MIGH EL YNE JOI-fN50N STATE OF W?.SHINGTON �� ��TT�� �-�-1 C/� r. � N °° u 1-1 I V m M O � G� OW � O U c/� � Q C/� i--I °� U W ' `� V� F-�i r"y v� o �j F� W z r VI y date : 02-0 I -21 permit: revisions: drawn by: Ro checked by: SHEET I RESUB May 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT