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APPROVED BLD PLN_BLD2021-0286-Architectural_Plan+5.10.2021_9.40.56_AM+2187079Written 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. Approved by Fire 05/18/2021 aFM ���tte�e� A residential fire sprinkler system is required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. ECDC19.05.020B2. Provide a minimum combination water service of one inch (1") meter and one and one half (11/2") service line, or show that domestic and fire protection needs can be met with a smaller service. 2X10 BARGE BOAR] W/ IX� TRIM ® ALL CABLE END 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. �. GLAZING PER STATE ENERGY GORE. 4. SEPERATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MEGHAN I GAL, AND ELEGTRIGAL. S. PROTEGTI ON FROM DECAY I S REQUIRED FOR ALL WOOD S I D I NCB 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. �. S.G. = SAFETY GLASS �L,�SI-f I NG 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 FRAMING COMPONENTS THE FLASH I NC SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPRO�/ED 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 RES I STI �/E BARRIER FOR SUBSEQUENT DRA I NACE z. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY GONSTRUGTI ON WITH FRAME OR STUCCO WALLS �. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL GOP I NCS AND SILLS 4. CONTINUOUSLY ABO�/E ALL PROJECTING WOOD TRIM E. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION 6. AT WALL AND ROOF INTERSECTIONS -7. AT BUILT I N C-BUTTERS APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES City Of Edmonds Building Department Work � NEW SFR Address 8805 220TH ST SW LOT 2 Owner SELECT HOMES Approved Date ; 5/20/2021 Building Official � w• � �� Permit Number � BLD2021-0286 INSTALL PER MFD. SPEGIFIGATIONS TREATED PLYWOOD BEHIND ALL AREAS WITH STONE �� 4" EXPOSURE CEDAR GIT'l I'AIr GTA I1.I�Tl rl �n�J ��Oi�IT �L���T I Oil SEE GENERAL NOTES SG.4LE: I/4" = I'-O" �� �� ASPHALT COMP. SHINGLES ON I ��* FELT .X I MUM BUILDING HEIGHT ® 461. I G' FT OF STRUCTURE ® 460.-75' � =TAL FASG I A GUTTER _ UPPER FLOOR EXPOSED HARD I E zIZONTAL SIDING _ FRONT ELE�/ATION -i _ FIN. FLR_UPPER MAIN FLOOR P.L. 0 I FIN. FLR. MAIN ® 438.00' RAGE ORIGINAL GRADE ® 4✓6.1 G' SQUr4fi�� �OOTr�G�s M�I�1 14�1 Ui=i=�i� 182� TOT�1_ �2�� C��fi`�C�� 82� GOV�i��D �-rcf �OF;GH ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF I/z" AND TO BE ON A CONTRASTING BACKGROUND PER I RG S I Gi . I _ _ _ _ _ _ UPPER FLOOR P - 8 " EXPOSED HARD I E HORIZONTAL SIDING WHERE SHOWN \� I X4 CORNER i — cQ GRE,4T ROOM P.L. �� �� �� (S.G.) (S.G.) (S.G.) i ���fi� �1_��"�T I Oil SEE GENERAL NOTES SCALE: I/4" = I'-O" 0 N FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. r APPROVED BY PLANNING May 20 2021 128-/I REGISTERED ARGi-i I TEGT MIGHREL WRYNE JOHNSON STATE OF WASHINGTON C/� r ^ L�/TJ U m M C � i""'1 j�� hr'� c, � Q � V O ~ z �� U � N � � � � C!� � U � N ;�� � z� � � � � � H 0 0 1- m � '� ^�? W �r� 0 } p ,� � O S�� �,wQ r U m�� u� � m �n � cv � z� �r/N^ VJ z .ann V, _A v, O V, V, m s� � �� O A I ry O � � .O r OA L �� date: OG-16-16 permit: revisions: Iz-OZ-Ih amity review OI-14-17 elevation OZ-zs-z I drawn by MWJ �heciced by: ����T I o i= RESUB 5/11 /2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written dlmensions on this drawing shall have precedence over sealed dimensions. contactor shall verify all dlmensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dlmensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor shall accept full responsibility for the Gost to rectify same. _ _ UPPER FLOOR P.L. ��.� �.�.� �y �� _ GRE?.T ROOM P.L. _ _ _ _ _ _FIN. FLR. UPPER \� �\ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ M�41N FLOOR P_L. �� �� �� 0 N � - i o I O FIN. FLR. M?.IN ���T �L���T I Oil S�� GEN�R.4L NOTES SG.4L�: I/4" = I'-O" UPPER FLOOR P.L. _ �\ FIN. FLR. UPPER M?.IN FLOOR P.L. - �� �\ 0 FIN. FLR. M.41 N fi� I GAT �L��'�T I Oil S�� GEN�R,4L NOTES SG?.L�: I/4" = I'-O" � 1 � 1 12871 REGISTERED ARGFi I TEGT i w MIGH L YNE JOHNSON STATE OF 1NASHINGTON V J • � U M w � W � � � Q o V H O � � � � U � � � U� � U � N �+ ��� � � z� � � cry � � � r m cn= � o � � �� �� �r � }0� , _ ��� � �wQ r m�� U n m �n � cv _� � '� z � � C� � az �o � � r �, z � z � 0 �� �� m s� � �� � � 0 . � i` �� A �� ,z �; � � n 0 � .O �� �!�'; O n L � date: 09-16-16 permit: revisions: drawn by NfWJ checked �by: � �--i � � T O� RESUB 5/11 /2021 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. J A W _8 0 0 SHE,4R NOTE: I. SX MATERIAL GAN BE USED FOR ALL MUDSILLS 2. SET A DOUBLE= 2X STUD BE=HIND E�/�RY STHD14 i-fOLDOWN GALLED OUT ON THE FOUND,4TION PLAN. SET HOEDOWN I/2" MINIMUM AWAY FROM WALL CORNERS, WINDOW AND DOOR HE=ADE=RS. I T I S IMPORTANT THAT THE F=OUNDATION CONTRACTOR HAS THE MAIN FLOOR PLAN SHEET TO F'ROF'ERLY LAYOUT HOEDOWNS. S. A MST48 STRAP WITH (2) I /2 " BOLTS INTO THE= 1=0UNDATI ON I S A PROPE=R H I X HOR A M I SPLAGED STHD 14 HOEDOWN. NOTES: ALL WOOD IN CONTACT WITi-I CONCRETE Si-IALL BE PRESSURE TREATED OR CEDAR. PROVIDE CRAWL DRAIN � LOW POINT IN GRAWLSPAGE. SOLID SLOGKING UNDER ALL SEARING WALLS. SLOPE ALL GONG. STOOPS AND/OR PATIOS I/4" PER FOOT AWAY PROM DOORWAYS. BEARING WALL ABO�/E FOUNDATION VENT GALGULP.TION 1451 SQUARE FEET - �00 �i \/ENTS REQUIRED � � � SHEAR NOTE 4.8� .57 SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, � DETAILS. I-fOLDDOV�IN SGI--I�DUL� MARK HOEDOWN/ �ASTENt=RS WOOD MEMBER ANCHOR STRAP TH I GKNESS/SPECIES R�QU I RED T-I STHD14/14 RJ z4-16d SINKERS (2) zX4/2X6 STUDS HF=/SPA T-2 MST48 (�4)-16d (2) zX4/2X6 STUDS HF=/SPA T-S MSTASb (zb)-IOd (2) 2X4/2X6 STUDS HF/SF'F 2 zX4 2X6 STUDS T-4 MSTG48B� (�8)- I Od HH/SPA T-5 I--ID-iB (�)_ S/4�� S-I/z" MIN. SSTBZB (�/8") DF=/SP MIN. z4-1/8" EMBEDMENT a A-8 �OU�l1��T I Oil fi=��'N. SEE GENER,�.L NOTES SG,4LE: I/4" = I'-O" 12871 REGISTERED ARGFi I TEGT MIGHREL WRYNE JOHNSON STATE OF WASHINGTON V J • U M M w � W �, � �, Q � V H O z U �' ��� � ��� � � U �N� ��� .�� � z� `� �' x M �--. m (�Z N 0 � � �� �r� 0 } p ,� � O S�� �,�uQ r m�� U � u� m �n � cv � � z� C� — � az �o � � � �� z r� NO nn m s� � �� � � 0 � �` "n `� A �� ,z �; � � n 0 L .O 0A L �� date: OG-16-16 permit: revisions: drawn by MWJ �heciced .by: ����T Oi= RESUB 5/11 /2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written dimensions 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 cost to rectify same. -IN I m _� I '-6' I � � z � � - dj� 0 w w ��� C � O�� NOTES: _ � Q � -IN N 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. _ UJ N� Q� FUR -OUT HEADERS TO MATCH 2 X 6 O - � _ WALLS. 2� ALL EXTERIOR HEADERS MUST BE -IN INSULATED WITH R- I O INSULATION PER WSEG (v I FOR WINDOWS WITH OPERABLE OPENINGS MORE m 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 I m �N SOLID BLOCKING UNDER ALL BEARING Q � � O F WALLS. - TUB/SHOWER UNITS SHALL HAVE FIRE � � � Q � � BLOCKING BETWEEN WALL STUDS AND - � Z � WATERPROOF SURROUNDS TO +72" � � � FROM DRAIN. GLAZING, INCLUDING � N WINDOWS WITHIN 60" FROM EDGE OF SHOWER � _ SHALL BE SAFTEY GLA55. SHOWER � FLOW IS LIMITED TO 1.75 GAL/MIN. W - OIL EXHAUST FANS LARGER THAN SOGFM MAY BE � � O !L O H GONNEGTED TO 4" SMOOTH WALL VENT PIPE O O � O I F RUNS DO NOT EXCEED 20' I N LENGTH. MINIMUM FLEX IS S" Lii - � � (V IL � Q J ll THE SIZE OF DUCT - DIAMETER WITH A MAXIMUM RUN OF IS' O N ��� GOMBUSTI ON AIR REQUIRED FOR ALL I I FUEL BURNING APPL I ANGES (v In LEGEND: � N - � BEARING WALL - O O � � � - — — — — - BEARING ABOVE � 0 - F Q � 0. N(1-�zJ I FLOOR LINE ABOVE m ��� PT. LD. ^,, POINT LOAD ABOVE ABV. c MULTIPLE 2x STUDS ® POINT LOAD SMOKE DETECTOR O I IIOV INTERGONNEGTED (ri W/ BATTERY BACK-UP. PER IRG �14 OCARBON MONOXIDE DETECTOR '� PER IRG CIS I G,4R.4GE NOTES: I . GARAGE/LIVING SEPARATION, USE 5/8" TYPE 'X' GWB AT GE I L I NG/WALL. WRAP POSTS AND BEAMS. � 2. INSULATE ALL WARM WALLS AND CEILING. B. DOOR BETWEEN GARAGE AND RESIDENGE � SHALL BE I-�/8" MINIMUM THICK SOLID WOOD I OR STEEL WITH SOLID OR HONEYCOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED WITH A - SELF CLOSING DEVICE. ,f� 4. DUGTS I N GARAGE AND DUGTS PENETRATING THE � � � WALLS OR CEILINGS SEPARATIOG THE RESIDENGE FROM THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND _ Q 2 lIi HAVE NO OPENINGS INTO THE GARAGE ni W TWO HEATING NOTES: ,� Z � � W + INSTALL PER � Q- � ASHRAE GOA-88 I + 18" PLATFORM m OF 2 LAYERS 3/4" PLYWOOD (I LAYER IF PLATFORM I S ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +18" MINIMUM ABOVE SLAB. F I REPLAGE NOTE: 'O' GLEARANGE F I REPLAGE W/ DIRECT VENT FACTORY BUILT F I REPLAGE SHALL BE INSTALLED PER MANUFACTURER'S SPEGIFIGATIONS AND SHALL HAVE APPROVAL LABEL ATTACHED 5/8" TYPE "X" GWB TO ROOF SHEATHING F I REPLACES 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 i=OR SHE�4R WALL NAILING SCHEDULE, ff DETAILS. I--fOLDDOV�IN SGI-i�DUL� MARK I-IOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I GKNESS/SPECIES REQUIRED T-I STHD14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS I-IE/SPI= T-2 MST48 (S4)-16d C2) 2X4/2X6 STUDS H>=/sP>= T-S MSTASb (26)-IOd (2) 2X4/2XF> STUDS I-11=/SPA 2 2X4 2XF� STUDS T-4 MSTG48BS T-5 HD1B (S)_ S/4�� S-I/2" MIN. SSTB28 (�/8") DF/SP MIN. 24-1/8" EMBEDMENT 5-7'-O" O�/ERALL IGi'-O" 15'-O" 2S'-O" 12'-F� " I O'-6 " S �Z � I 6 0 � O b 0 z -� 4 0 4 6 606 XO 606 XO 8080 SL I I NG �060 SLD W/ SLD W/ GL,4S5 D OR PIG. � 20 60Z PIG. 60Z PIG. (S.G.) (S.G.) PI TRAN OM TRA OM HEA PI-�" ER HEAD R PI-2" � II' (2) �X STUDS O" � II'- Cam) �X STUDS 8 PLATES 6 PLATES IIII I LINE O FLOOR ABOVE I I I I III ove�a f'.4TI0 GONG Gi��?.T BOOM H.S. 12'-O" CEILING FOR ALL HEADERS, TOP OF WINDOWS BEAMS, JOISTS, AND POST LOCATIONS, SEE AT MAIN FLOOR SHEET A-5 � TO BE AT 8'-O" L-I UNLESS OTHERWISE O �% NOTED ,-2" IIII I �-II 13 � �� -o i � � DINING PI-�" 4'-O" ROOM Cz) zx STUD i PLATES 2X6 W LL H.S. I — � � ELEG. I _ O 'n V I O � HEAT PUMP nl 4'-�' � � HWT ` Y I i � I I � Q- MUDROOM � � 2G 8 III I I I I H.S. Q � ELEG. T FUi2N O �� O I � I � � I -n I I z �� I � � O '� � � I I �o � I I oPEN 28F�8 � � � RAILING �o u I � iG I TG+-+EN � I I I I '-2" H.S. 1- ll.l I I 2X4 STRUCTURAL I'-4" � 6'-6" � I I WALL- FURR OUT TO 2X6 UNDER HEAT � DETECTOR I I O EN � � �/ RINSULATION M I RO I I R-21 I � — -- REFC� � --- I � N � - — — -I N N z � � 18"x24" — — � -6 GRWL. SPACE � z O I I AGGESS INS B WS w � - � v 4068 -I � I�� Z OBI I Q p � � BI-FOLD �t PANTRY z � � Q I lov s.D. � � I � �} - I I � I H.S. I I� o o C��.ie,4�E PAS � >S GONG — -- n/��(� X O ``ll � J � � \ �I �� � � � m_�� � �N �, N - � m _ �� O � (�J � XQ LINE OF O.H. DOOR 40F�8 '� X O Z O � OwDE �' rya r I IN UPRIGHT POSITION BI 1-0LD O � iri 11J Q X fV 50 H.S. ryw I I IIOV S.D. ® It�P�N = LINE OF O.H. DOOR Q/ TO 1��®�I���, I ------� IN UPRIGHT POSITION I I � I I I DEN/ �"xb�" I I GUEST -I oWER / I FI s. I CARPET PA 8 .G. I GL. T I +72'_ I I I = I I I —I - orzcH �0 � I " GONG -I (Yi I � LINE OF FLOOR ABOVE � G,4R,� � HDOOR - � I-��� 16080 O.H. G,4R.4GE DOOR (�) 2 STUD s PL rEs I-�" I-�" P I -� " C2) 2 STUD 8 PL TES CS) PL TESD (�) �X STUDS B PLATES �'_� �� r✓' PAIR � 50 SINGLE HUNG L-I (EGRE S) W/ 601 PIG Z6 O �016 IG. BLW. (S.G.) PIG. (S . .) S'-q" 10'-S" �_q�� S�_S�� �-O" S'-O" 2'-6" I'-6" 16'-O" I �_��� I � q�_O�� I �_6�� 14'-O" 1 '-O" 5'-F� " I Gi'-O" I I '-F� " S�'-O" OVERALL rV 0 I I m I m 0 I m 1 �� I I � ��OO� ���I � 128-11 REG I STEF2ED ARGH I TEGT MIGH�Ew WAYNE JOHNSON STATE OF WASHINGTON V J • � U �, o `� � ��TT�� �-�-I c� Q 1� I� � ^ H V H Q `� �� �, u ��� U� � � N u ��� � U z� Q � � x N1 O O m U n' Z W }O� I ��Q 1- U map u� � m �n � cv rN V + '� \z � � r az O >� � r �, z r� O V. V■ m s� � O � n`n� N O u..I O O date: 09-16-16 permit: revisions: drawn by MWJ G%1PGiGPd �by: ��-1�3=T O� RESUB 5/11 /2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE GENER�aL NOTES 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 of �Q Q� � n�/ Q DRAFTSTOPPING NOTE: DRAFT STOPPING TO BE INSTALLED TO ALLOW FOR LESS THAN 1000 SQFT OF OPEN AREA WITHIN THE FLOOR TRUSSES PER IRG SECTION 502.12. USE 1.2" INCH GYPSUM WALLBOARD OR �✓/8" WOOD STRUCTURAL PANELS PARALLEL TO THE TRUSSES WHERE I ND I GATED. SEAL ALL GAPS AND HOLES TO PRE�/ENT THE SPREAD OF HOT GASSES AND SMOKE 4X10 4X10 DF�*2 DF�*2 ��II I �� rp B-I 5-I/8" X 16-I/2" S, �,+ G.L.B. 24F-V4 �c�.� � l�� ,4BV. PL?�TE cssp� raQp� � -- � J J �� I I I i II I I III II � I I I I I I I I— II I �1 L __ I w� � � I I Q� \� I �/ � I I I I I I I I I I � Q� i I �� I I I I I I I II � � � \� � � i �, -r � n� � i I I 11��� � I � � �,+� I �'�� I I NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 DF+*2 I UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 O# I I WALLS. �X ALL EXTERIOR HEADERS MUST BE I -I INSULATED WITH R-I O INSULATION PER WSEG FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72" ABO�/E THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABO�/E THE FLOOR. EXCEPTIONS: 4X10 FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT DF#� PASS THROUGH OR WHERE FALL PROTECTION DE�/IGES ARE PRO�/I DED PER ASTM F 20G0 OR R612.3 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 I.'75 GAL/MIN. SOLID BLOCKING UNDER ALL BEARING WALLS. EXHAUST FANS LARGER THAN SOGFM MAY BE CONNECTED TO 4" SMOOTH WALL /ENT PIPE I F RUNS DO NOT EXCEED 20' I N LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF I5' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES Li=LEND: BEARING WALL — — — — — � BEARING ABOVE FLOOR LINE ABOVE PT. LD. ^,, ABA/. c POINT LOAD ABOVE MULTIPLE 2x STUDS ® POINT LOAD SMOKE DETECTOR O 110�/ I NTERGONNEGTED W/ BATTERY BACK-UP. PER IRG 314 OCARBON MONOXIDE DETECTOR PER IRG 315 ��� SI-IE?.R NOTE: I I � r�� a�A �I� jJ L `airy 12" C.L. 24 -V4 BL PL T� B-2 5-I/8" X 12" G.L.B. �`S'ti,. 24F-V4 cc s +�0�� BLW. PL?�TE 6g0� �QO I� C� I RDER TRUSS I I X � __ -_ ��m � �J>� m��� I I I I I �NN� aI I n� � �� �+ 6 I I I I I I °� �Q � I DF �+e _ _ I GIRDER �/ I TRUSS n�/ V � C�IRDF TRUSS I I I I I � +`0 - � - DER � GIRDER SS ,yf' TRUSS �pjl 4X10 0 # I DF*k2 � Q I ��o�� __--- S, FX I O �c'�� �F#2 RRo ti l�l �� J �+ 6 I II I GIRDER TRUSS I Q� �� I I I I �� I � � � I I� f� �� 1 4X I O DF�* �� � I I I II II I I I I I GB-S S-I/8" X IS" G.L.B. 24F-V4 I Gi'-O" LONG TRUSS MFG. TO PUT TRUSS BLOCKING P/�NELS I N BETWEEN THE FLOOR TRUSSES ?�T THESE ,4RE.4S SHADED TO ALLOW FOR THE INST.4LL.4TION OF THE SHE?�R STRAPS ABOVE. TRUSS BLOCKING P?�NELS TO H�4NG OFF FLOOR TRUSSES. TRUSS MFC�. TO PROVIDE H,4NC�ERS �4ND 4X4 CHORD AT FLOOR TRUSS 4X10 DF�*2 �I— ��I_G�B�� XI— �-}- 24F-V4� B W. P .4TE �-�-� GB- 5-I/ X IS" .L.B. 4F- 4 /�BV PL?. E T �1,� — � — �— — — - 4X12 DF�*2 II'-6" LONG �� J�1 I-6 ALL BUILT UP STUD/ COLUMNS USE 16d NAILS ® 12" O.G. STAGGERED TO ATTACH MEMBERS. NAILING IS TO OGGUR AT THE FAGS OF THE STUD G516 STRAP BOTH SIDES of BEAM TYP I GAL AT BEAM TO WALL/POST GONNEGTI ONS U�����I��00��I ���� I I �� ���I � A A-8 128-II REGISTERED ARGi-iITEGT MIGH,4EL WAYNE JOHNSON STATE OF WASHIN6TON VJ • U0 w r7� h�'� � � � � � z U O H V �, V J � U U� � � j�+� � pp N � •�� � U z� � � � � � x r M 0 0 m n1z W Wr � 0 � I V �WQ >- m�� U � n m�� cv � z � � ��N^ VJ J z fan V, LL0 r V• �_ 0 �� �� m s� � �� 0 ry Q � Z n� � � .� r 0 �" L � �1.1 date : OGf-16-16 permit: revisions: 10-31-I-i Gity review drawn by: MWJ checked by: ��--f��T 0 RESUB 5/11 /2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE SHEET L I FOR SHE?.R W?�LL LOG�4TIONS, SHE?�R W�4LL N?.I L I NG SCHEDULE, � DET?.I LS. SEE GENEiz?.L NOTES Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, condltions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions 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. ,�. J J -8 .nn�// L� 0 0 NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS � 16" O.G. TYPICAL. ALL I -LEADERS TO BE 4 X 8 DF�*2 UNLESS NOTED OTI-IERW I SE. FUR -OUT HEADERS TO MATGI-I 2 X 6 WALLS. ALL EXTERIOR I -LEADERS MUST BE INSULATED WITi-I R-10 INSULATION PER WSEG TUB/Si-POWER UNITS Si -LACE i-fAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +-7Z" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITi-PIN 60" FROM EDGE OF Si -LOWER Si -LACE BE SAFTEY GLASS. Si -LOWER FLOW IS LIMITED TO I. -IS GAL/MIN. SOLID BLOCKING UNDER ALL BEARING WALLS. EXF-IAUST FANS LARGER TI-IAN SOGFM MAY BE CONNECTED TO 4" SMOOTI-f WALL TENT PIPE I F RUNS DO NOT EXCEED 20' I N LENC�Ti-I. Ti-fE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITi-I A MAXIMUM RUN OF I5' GOMBUSTI ON AIR REQUIRED FOR ALL FUEL BURNING APPL I ANGES LEGEND: BEARING WALL — — — — — — BEARING ABOVE FLOOR LINE ABO�/E PT. LD. ^,, POINT LOAD ABO�/E ABA/. t MULTIPLE 2x STUDS ® POINT LOAD O SMOKE DETECTOR IIOV INTERGONNEGTED W/ BATTERY BACK-UP. PER IRG B14 OCARBON MONOXIDE DETECTOR PER IRG 515 ��� SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NAILING SCHEDULE, � DETAILS. I--fOLDDOV�IN SGI-I�DUL� MARK f-IOLDOI�IN/ FASTi=Ni=RS WOOD MEMBER ANGF-fOR STRAP TI-I I GKNESS/SPECIES REQUIRED T-I STI-ID14/14 RJ z4-16d SINKERS �2) 2X4/2X6 STUDS I-IF/SPF T-z MST48 (�4)-16d i2) 2X4/2X6 STUDS �F/sPF T-� MSTAS6 (Z�)-IOd C2) 2X4/2X6 STUDS f-IF/SPF 2 zX4 2X( STUDS T-4 MSTG48B� (�8)- I Od HF/SPA T-S I--ID-iB (�)_ �/4�� �-I/z" MIN. SSTBZB (�/8") DF=/SP MIN. z4--7/8" EMBEDMENT A A-8 12871 REGISTERED ARGi-i I TEGT i � MIGi-I L YNE JOI-fNSON STATE OF WASHINGTON • � U M w � W � �, Q � V O H ��� ��� � ��� v� � U � N :�� � z� � �' x �, r m (nz N 0 � � �� wr 0 } 0 ,� � O _ ��� � �wQ r m � U � u� m �n � cv _� � '� z � � � � az �o � � r �, z � � � 0 �� �� m s� � �� O � \\ u„I O W .O O L date: O�i-16-16 permit: revisions: drawn by MWJ G%1PGiGPd by: SH��T O� RESUB 5/11 /2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE GENEi�AL NOTES SCALE: I/4" = I'-O" Written dimensions 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 cost to rectify same. F I REPL�GF ROOF NO O�/FRH,°�NC�S NO �/ENTFD BIRD BLOCKS ?�T ROOi=- INST.4LL (I) ,4F50 /ENT ,4T P.P. ROOF 2X4 HF�*2 R,°.FTFRS © 24" O.G. -8 ROOF FR�4M I NG NOTES GUT RAFTER TAILS TO MATGI-I 2x4 TRUSSES GONNEGTORS SI-IALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF PITGI-I Si -FALL BE �: IZ TYPICAL UNLESS NOTED OTi-fERWISE ROOF OVERHANG SI-fALL BE 18" U.N.O. Q DS TRUSS NOTE Zx6 OVERFRAMING BEARING BELOW DOWNSPOUT ALL TRUSSES SHALL HAVE: I . STRESS ANALYSIS AND DRAW I NGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. Z. MANUFACTURER'S STAMP ON PRE- MANUFAGTURED TRUSSES. �. BRACED TO MANUFACTURER'S SPEC I F I GATI ONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEPT. FOR APPRO�/AL AND SHALL BE KEPT ON SITE FOR FRAMING INSPECTION. S. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPRO�/AL OR ENGINEERING GALGULATIONS. 6. ALL TRUSSES SHALL HA�/E SIMPSON H- I GL I PS AT ENDS. WHERE TRUSSES ARE PARALLEL TO WALL, USE SIMPSON L30 AT MIDSPAN. USE SIMPSON STG CLIPS AT NON -BEARING WALLS ROOF �/ENTINC� GP.LGULP.TION-PER 2018 IRG O�/FR UPPFR FLOOR I �i50 SQPT �RE� = 6.50 SQPT REQU I RFD �00 (F�.50) X (50%)= �.25 SQPT MIN. REQUIRED �T E��/FS TYPIG,4L TRUSS BLOCK H,4S (4) 2 Q� SGREENFD HOLES PRO�/I D I NCB C .28 SQ. I N. (.044 SQFT) PFR BLOCK. ,°.PPROXIM,°.TFLY C O �/FNTED BLOCKS= 2.0 4 SQFT PRO\/IDFD PRO�/I DE 2 �P50 �/PNTS �T E��/F L I NF = .FHB SQFT PRO�/I DFD (F� .50) X (50%) = 5.25 SQPT MIN. REQU I RFD WITHIN 5' OP THE R I DC�E ,41=50 ROOF _J,4GK �/FNTS= .�4 SQFT E,4GH �/FNT PRO�/IDE 10 ,°.F50 \/ENTS= �.40 SQ1=T PRO�/IDED TOT,4L \/ENT ,4RE,4 PRO�/IDED= F�.12 SQ 1=T ROOF 1/ENTING G,4LGUL,4TION-PER Z018 IRG O�/FR GREAT ROOM 555 SQ1=T ,4RE,4 = I . I I SQ1=T REQUIRED 500 (I . I I) X (50%) _ .55 SQ1=T MIN. RFQU I RED ,4T E,4\/FS TYPIG,4L TRUSS BLOCK H,4S (4) 2 Q� SGREENFD HOLES PRO�/IDINC-� �.2g SQ. IN. (.044 SQFT) PFR BLOCK. ,4PPROX I M.4TFLY I O �/FNTED BLOCKS= .44 SQPT PROS/ I DED PRO�/I DE I �F50 VENT �T EVE L I NF = .�4 SQFT PRO�/I DFD ROOF JP.GKS A A-8 12871 REG I sTERED ARCH I TEGT MIGH�Ew WAYNE JOHNSON STATE OF WASHINGTON VJ • � U M m 0 w � W � ~' � z V H �� ��� O � ,U f � U � N •�� � � z� � � � � x 0 0 r m �z N o � � �� �� �r � }off , _ ��� � �wQ >- map U � u� m �n � cv � Cn '� z � � � z .ann V, O >� � r �, z r� O V. V/ m s� � O � � �` n `� A I O u..I O O date: 09-16-16 permit: revisions: drawn by MWJ G%1PGiGPd �by: ��-1�3=T O� RESUB 5/11 /2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (I .I I) X (50%)= .55 SQPT MIN. REQUIRED WITHIN 5' OF THE RIDGE ,41=50 ROOF _1,4GK �/FNTS= .�4 SQFT E,4GH �/FNT PRO�/IDE 2 ,41=50 �/FNTS= .b8 SQ1=T PRO�/IDED TOT,4L /ENT ,4RE,4 PRO�/I DED = I .4C SQ PT �0�� ���� I I�� ���I� S�� G�N�R�aL NOTES 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 varlatlons 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. 201 �3 .I�l.��+-+ I N.O�TON. �T�T� �N.�i�O�'�' GODS �?.LL GL I M?�T� ZONES (T?.BL� i�40� . I . I ) FENESTRATION SKYLIGi-IT GLAZED CEILING WOOD FRAMED FLOOR BELOW GRADE SLAB i?-VALUE U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE AND DEPTH SHGG 0.28 O.SO NR R-4ci R-21 R-�O 10/15 R-10, 2 FEET (PRESCRIPTIVE R-21 +TB �T�BL� 406 .�- �N�i�GY Gi��D I TS (S I NGL� ��M I LY) TI-I I S PLP.N REQUIRES 6 GRED I TS SINGE I T I S O\/ER I SOO SQU,4RE FEET /AND UNDER 5000 SQUP�RE FEET O i�T I Ol�l H�,4T I NG OPTION 2 H�,4T PUMP (�L�GTRIG) Gfi��D I T UPPER FLOOR P.L, PRE. MFG. TRUSSES ® 24" O.G. BEDizOOM i TWO ENERGY PR�SGR I PT I �� GOMPL 1,4NG� I S B,4S�D .S � OPTION ON TABLE R402 . I . I 1N I TH THE �OLLOV�I I NCB I � MODIFIGP�TIONS: \/ERT I G.4L ��NESTR,4T I ON U = 0.28 FLOOR R-�8 FIN. FLR. UPPER SL�.B ON GRf�DE R- I O P�RI M�T�R f�ND — — — — — — — — — — UND�R �NTIR� SLAB BLOW GR,4D� R-10 PERIMETER ,4ND UNDER ENTIRE M?.I N FLOOR P.L. SLAB OR GOMPL 1,4NG� BASED ON S�GTION R402.1.4: R�DUG� THE TOT,4L GONDUGTI�/E UPS BY �� KITCHEN ENERGY �41 R-SOURCE GENTR�LLY DUCTED HE�4T PUMP I .S OPTION WITH ,4 MINIMUM HSP� O� I I .O ��� FLOOR JOISTS W/ T S C� PLYWOOD, GLUED S NAILED, FIN. FLR. M?.IN �N�RGY H�,4G EQUIPMENT ,4ND ,4SSOG 1,4TED DUCT I.O OPTION SYSTEMS) INST,4LL�TION SH?�LL COMPLY 4'2 1�11 TH THE R�QU I R�M�NTS OF S�GTI ON R40�.�.-7. LOG�TI NCB SYSTEM COMPONENTS I N GOND I TI ONED 4"� DOWNSPOUT TIGHTLINE W/ PoslTl�e DRAIN To � IIIIII GR�WLSP�G�S I S NOT PERM I TT�D UNDER THIS sTOR>✓r s�rsTEr�I � III III (- OPTION. �L�GTRIG R�SIST.4NG� H�,4T ,4ND DUGTL�SS ..III HE,4T PUMPS ,4RE NOT PERMITTED UNDER THIS 4"� FOUNDATION TIGHTLINE W/ POSITIVE DRAIN TO OPTION. D I R�GT GOMBUSTI ON H�P�TI NG WITH ?.�U� STORM SYSTEM LASS THAN 80g6 I S NOT PERM I TT�D UNDER TH I S OPTION. S�GT I Oil �-� �N�RGY 1�1�TER HE,4T I NCB SYSTEM SHALL I NGLUDE 2.0 OPTION THE �OLLOWINC�: ELEGTRIG HEST PUMP �'� 1N�T�R HE,4T�R M��T I NG THE ST.4ND,4RDS FOR TIER III O� NEED'S ,4D�,°�NGED V�I�TER H�,4T I NCB SP�G I � I GAT I ON TOTAL 6.0 GRAD I TS SEE GENERAL NOTES SG�.LE: I/4" = I'-O" 1�871 REGISTERED ARGi-i I TEGT MIGHREL WAYNE JOHNSON STATE OF 1NASHINGTON VJ • U M M � r� rT, F-�� F-I V H 0 U �� �� ��� �' u f � U � op N �" ��� .�� � z� W U� � M 0 1- m �? 0 � � � >� r 0 } Q ,� � O = ��� � SWQ r m�� U n m �n � cv _� '� z � � rr� v! � az V■ O V, r � O �� V, V, m s� � �� O .`nn� ry V, A � Z N n� � � � O i date: 09-16-16 permit: revisions: drawn by MWJ checked �by: S �--i � � T O P= RESUB 5/11 /2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S#���R ���1. SG��I7U,L� PER 2018 I BG GENEiz�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, ff NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD 7/Ib" NAIL SPACING TOP ff BTM. ANCHORS BLKG. SILL OPTIONAL BASE HEM FIR #2 MARK PLATE SIMPSON MASAP PLATE VALUE PLYWD. EDGES FIELD PLATES detail REG2'D. NGHOR BOLT ANCHORS NAILING (#/LF) PI-b Sd 6 12 6 18 O.G. 2x4 5/8 � 48 ®48 ff ENDS (2) Ibd � 10 240 PI-4'�� Sd 4" 12ii 4" Ibii O.G. 2x4 5/8ii ® 32 ®301I ff ENDS (2) Ibd � 7ii 34q PI-3 Sd 3 12 3 14 O.G. (2) 2x4/b 5/S � 24 I ®24 � ENDS (2) Ibd � 5 450 PI-2" ** 8d 2" 12" 2" 12" O.G. (2) 2x4/b 3/4" ® 24" � IS" � ENDS (2) Ibd � 5" 585 P2-b" '�* 8d 6" 12" b" 10" O.G. (2) 2x4/b 5/8" � 24" N/A (2) I6d � 5" 480 P2-4" *� Sd 4" 12" 4" 8" O.G. (2) 2x4/6 3/4" � 20" N/A (3) Ibd � 5" �00 P2-3" �'" Sd 3" 12" 3" 8" O.G. (2) 2x4/b 3/4" m Ib" N/A (4) Ibd � 5" �i00 P2-2" �� Sd 2" 12" 2" 8" O.G. (2) 2x4/6 3/4" ® 12" N/A (4) Ibd � 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 OR (2) 2X MEMBERS PER IBC 2018 AND SDPWS-2018 PER SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC, CHAPTER 4.3.7.1 #4 EXPEGTION; (2) 2X MEMBERS ARE OK IN LIEU OF 3X MEMBERS STITCH NAIL DOUBLE STUDS AND PLATES TOGETHER WITH Ibd NAILS ®12" O.G. STAGERRED ON THE STUD FACE GABLE ENDS TO BE SHEATHI=D IF SHEAR WALL IS BELOW I. USE POWER -DRIVEN STI=1=L 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�I�R W/�LL NOTES 7/Ib" OSB OR PLYWOOD SHEATHING -USE Sd 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 15 SPECIFIED AT PANEL ED6E5, USE I-I/2" 8d SHORT NAILS OR 3X STUDS WITH 8d COMMON NAILS. FOR 2" NAIL SPACING, USE 3X STUDS AND STAGGER PANELS. WHI=RE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD -USE Sd 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 - J015T PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GR055 BLOCKED AT 48" O.G. ®EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x I/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. PLATE WASHERS TO BE INSTALLED WITHIN I/2" OF SHEATHING -f/Ib" OSB OR PLYWOOD SHEATHING -STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" I6 GA. STAPLES � 15 GA. STAPLES � 14 GA. STAPLES � 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-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 SPACING: 12" O.G. NAILS d STAPLES. HOEDOWNS -INSTALL SIMPSON HOEDOWNS OR USP HOEDOWNS AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. PER PLAN, SIMPSON STHD14 OR USP STAD14 SIMPSON MST36 OR USP MSTI36 SIMPSON MST48 OR USP KST248 SIMPSON HDUB OR USP TDXIO (Ye" ANCHOR BOLT MIN. 51MP50N MSTG48B3 OR USP M5TGB4B3 24" EMBEDMENT, 3" BOLT INTO (3) 2x4(b)) PER PLAN �x TOP PLATE ' — NAIL SHEATHING TO HEADER HEADER ® 2" O.G. B.W. EXTEND TO END WALLS (3) #4 VERTI #4 HORIZ. 12" O.G. GONG. STEM_ WALL GONT. (2) 2x STUDS CONNECT PLYWOOD W/ 8d NAILS ® 2" O.G. TO ALL STUDS, PLATES E HEADERS APA RATED SHTG. 3b" MIN. 24/O EXP. I STHDI4 WOOD TO CONCRETE CONNECTORS OR EC�UAL III I - 3x PLATE OR 2-2X NAIL SHEATHING TO EACH PLATE B/4" � X 10" A.B. W/ 3"X3"XI/4" PLATE WASHER �� ' ELEVATION �/IEW OUTSIDE OF GARAGE GARAGE DOOR INSIDE OF C�ARAC�E PLAN VIEW OF CONCRETE STEM WALL I L.4TER.4L RESTR.41 NT P,4NEL 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/ Ibd — ® 8" O.G. ff /ENT HOLES (RIP BLK'GJ OVERHANG 8 �/ " FASG I A SHEATHING PER SHEAR SCHEDULE 2X STUD WALL ® I6" O.G. HI ANCHOR 24" O.G. TYP. SH��4RW.4LL TO ROOF CONNECTION NO SG,4LE IOd ® 4" o.c. -ROOF SHEATHING TO TOP CHORD TRU55. PLYWOOD ROOF SHEATHING TRUSSES PER PLAN — 2X NAILER - NAIL TO BOTTOM CHORD W/ 16d ® 6" o.c. S/4" PLYWOOD OR 2 ROWS 16d � 16d ® 4" o.c. NAILS ® 6" o.G. PLYWOOD TO PLYWOOD TO I, NAILER TOP PLATE ` SHEAR WALL PER SCHEDULE IOd ® 4" o.G. -ROOF SHEATHING TO TOP CHORD TRUSS. TRUSS O�/ER S.W. TO HAVE PLYWOOD ROOF BLOGKI NG AT � SHEATHI NG 16" O.G. TRUSSES PER PLAN ASS CONTINUE CLIPS SHEAR WALL ® 24" TO ROOF O.G. SHEAR WALL PER SCHEDULE 3 SHE?.R Wfi.LL P?.R?.LLEL TO TRUSS L-I No sGALE TRUSSES PER PLAN ROOF SHTG -NAIL PER PLAN 8d ® 6" O.G. 2X BLKG. W/ Ibd — ® 8" O.G. 8 VENT HOLES OVERHANG 8 FASG I A SIMPSON HS ANGLE CLIP 48" o.c. TOP � BOTTOM H3 ANCHOR 48" O.G. SHED ROOF TO OFFSET �� SHE?.R W?.LL GONN�GTION L-I NO SG?.LE SHEAR WALL 18i' FLOOfZ 16d � 8" O.G. � NA I L PER SHEAR SCHEDULE FLR. SYS. PER PLAN BLOGKI NCB SHEAR WALL PER SHEAR WALL CALCULATIONS I/� SIMPSON STRAP PER PLAN NAIL PER 51 MPSON SPEC I F I GAT I ONS SHE?�R W?�LL ASS E�4GH FLOOR PROVIDE TRUSS TO 4X12 BLOCKING -�� TO HANG OFF SHE�4R 4X6 TRU55 CHORDS L J Wf�LL TOP WITH CONGEALED PL?�TE FLANGE HANGERS WHERE MST 48 STRAPS COME FROM SHEAR WALL ABOVE 5 SH�fi.R W?.LL ?.T OUTSIDE W?.LL L-I (TRUSSES PERPEND I GUL,4R) NAIL BOTTOM PLATE TO TOP TRUSS CHORD BELOW PER SHEAR WALL SCHEDULE RIM FLOOR TRU55 (NOT SHOWN) PER TRUSS MANUFACTURER NAIL SHEATHING AT RIM LOCATIONS PER SHEAR WALL GALLOUT OF THE UPPER FLOOR PROVIDE FOR 2X4 VERTICAL BLOCKING AT 4" AT RIM TRU55 OPEN WEB TRUSSES PER TRU55 MANUFACTURER TRU55 MANUFAGTURTER TO PRO�/IDED 4X6 CHORDS AT TRU55 ENDS WHERE THERE I S TO BE AN MST48 STRAP NO SCALE 128-/ I REGISTERED ARCH I TEGT MIGH.4EL WAYNE JOHNSON STATE OF WASHIN6TON vJ U0 r7� h�'� � � � � z U O H V �, � /� V J Ir�T�1 � N � U U� � � j�+� � pp N � •�� � U z� � � x r M 0 0 1- m (^n'° W 0 � Wr � }0� I ��� � �WQ >- m�� U � n m�� cv � z� � ��/N^ VJ J z ,ann V, 0 v• 0 V, V, m s� � 0 \� �.I..I ry 0 .O 0 L date : OGf-16-16 permit: revisions: drawn by: NfWJ checked by: ��--f��T I RESUB 5/11 /2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT iNritten 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 SPACE MIN. EXTEND 12" ABOVE INSULATION. � SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED TO WEATHER T /� i'"� i"� I IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'G. W/� 2" SCREENED VENT HOLES WITH I/4" GORRPSION RESISTANT METAL MESH COVERING FIN. FLR. TOP PL. (2) 2x TOP PLATE, LAP GOB OFFSET END JOINTS BY 48" ��b" OSB. OR PLYWD. SHEATHING. NAIL 6" EDGE, 12" FIELD WITH Sd NAILS UNLESS NOTED OTHERWISE 2x STUDS � I6" O.G. TYP. SIDING, SEE PLAN FOR TYPE 2x BOTTOM PLATE 2x P.T. 51 LL FIN. FLR. z_- 4"� D.S. TIGHTLINE, POSITIVE DRAIN TO STORM SYSTEM � FIN. GRADE TO SLOPE AWAY FROM BUILDING Z ��� �� N \ /� //�, %� �/ i c0 � \�� 4"� PERF. FOOTING DRAIN TILE W/ CLOTH COVER 8 GRANULAR COVER A5 REQ'D. BY SOIL CONDITIONS I�� 0 ROOFING MATERIAL FINISH PER ELEVATION ON 7/I6" OB5 SOLID GDX 24-0 PLYWOOD SHEATHING; Sd � 6"O.G. EDGE Sd � 12" O.G. FIELD (-f/I6" 05B AGX PLYWD � EVES) MIN. IS# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH Sd 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 LE55 THAN 4" CLEAR - FOR SPACING INSULATE PER WSEG Y � I �� ��� FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS ENGINEERED J015T5/FLOOR TRUSSES, SIZE AND SPACING PER PLAN OR 2X JOISTS i2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER cn WALLS AND CEILINGS L I Y I I �� ��� 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 LE55 THAN 4�" � NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. �" MIN. EMBEDMENT INTO GONG. EXCEPT � SHEAR WALLS -SEE SHEAR WALL NAILING SCHEDULE. •� U i 2X4 STOP 2-2X HEADER FLOOR JOIST FIREBLOGK STAIRS: ONCE I N 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 CEILING) m 1— \\ i-,�i� II /� \� NOS I N6 HANGER °o 3-2x12 STRINGERS Q 2 2X4 BLOCKING z (FIRESTOP) — F I REBLOGKS � STP�IR NOTES: STD I � O�T� I � — TY� I Ci�t� RISER HEIGHT = �-3/4" MAX. 2 TREf�D DEPTH = 10" MIN. C� I SCALE: N.T.S. 3ia" TAG PLYWOOD SUB -FLOOR (GLUED ff NAILED) NAIL 6" EDGE, INSULATE PER WSEG., 12" FIELD W/ IOd NAILS. �R-38 48" M,4X. UNBP�LP�NGED (TALLER WALLS PER PLAN) REBAR PLACEMENT SEE DETAIL ON G-I z� G��Y `4������ SEE FOUNDATION PLAN FOR BEAM SIZE ff POST SIZE /SPACING q0# FELT a 6 MIL. POLY VAPOR BARRIER a a a � � � ALL REINFORCEMENT � MUST BE TIED IN PLACE FOR FOUNDATION INSPEGITON SEE FOUNDATION PLAN FOR FTC. / FDN. SIZE ALL FOOTI NG5 TO BEAR ON BEARING SOIL I TYi� I G�� �il��� S�GT I Oils 6I SCALE: N.T.S. TOP FLANGE JOIST HANGER PER PLAN SOLID BLOCKING � BRG. WALL ABOVE TYP. ENGINEERED JOISTS, SIZE AND SPAG I NG PER PLAN, 2x4 GUSSET EA. SIDE - "51MP50N" HGAMIO POST TO GONG. � SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTI NG5 TO BEAR ON BEARING SOIL n 4" GONG. 4" GRAM 2x P.T. SILL z_ I � II �. TWO #4 HORIZONTAL RE -BAR IN THE FOOTING a a #4 REBAR W "J" BAR 5/8"X 10" ANCHOR BOLT W/ 3"X3"X I/4 " PLATE WASHERS � 48" o.c. 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 501E � STIR . �OU�II��T I Oil I��T� I � 6 SCALE: N.T.S. PER IRG R403.1.3 6 R403.1.3.1 NOSH AND �SSOG I TES GENEiz,4L NOTES: I. All construction per applicable codes and ordinances. 2018 IRG, IBC.-2018 WASH I NGTON 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. -f. Owner will verify electrlGal 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. G. 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 M?�T I G AND GEOGiZf�PH I G DESIGN Gi�ITEi�I�: TERMITE: SLIGHT TO MODERATE DECAY: SLIGHT TO MODERATE WINTER DESIGN TEMP: 22 IGESHIELD REQUIRED: NO FLOOD HAZARDS: 2003 I q�i2 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 DESIGN D?�T�: ROOF LOADS: LL 25#/SF (SNOW) DL I5#/5F TOTAL 40#/SF FLOOR LOADS: LL 40#/SF DL 10#/SF TOTAL 50#/SF DECK LOADS: LL 60#/SF DL 10#/5F TOTAL 70#/SF SOIL 1500 PSF MINIMUM CONCRETE: 2500 PSI AFTER 28 DAYS (5%2 SACK MIX) -3000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT IS BETWEEN 5-�9b (TABLE 402.2 IRG) MASONRY : PER 2018 I BG STEEL PER 2018 IBC (GRADE 60) WOOD PER 2018 I BG NAILING PER 2018 IRG NAILING PER TABLE R602.3(I), R802.10 WIND : 85 MPH (I 10 f2EDUGTABLE VIA GALGULATIOt� SEISMIC: SEE CALCULATION PACKET WEATHERING POTENTIAL: MODERATE FROST LINE: IS" E.F.P.: 45 PSF 4" BEAM: DOUGLAS FIR #2 6 BEAM: fv = 85 fb = 8�75 PSI E = 1,600,000 4 POST: DOUGLAS FIR #2 6" POST: fv = 85 fb = 8�75 PSI E = I ,300,000 JOISTS ff RAFTERS HEM FIR #2 � STUDS: fv = �5 fb = 850 PSI E = I ,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: Tff G PLYWOOD OR OSB APA RATED STURD-I-FLOOR 16" O.G., 3/4" WALL � 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.c. VERT. UNLESS NOTED OTHERWISE 128'71 REGISTERED ARGI-I I TEGT MIGH EL YNE JOHNSON STATE OF WASHINGTON �_ Cl� F-�-I �' N M V U M O W �o � Q C� H �-r-I °� �.J..� U W �U� � o � j F---� W z V■ V date: 02-OI-21 permit: revisions: drawn by: Ro checked by: SHEET I RESUB 5/11 /2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT