The URL can be used to link to this page

APPROVED BLD PLN BLD2021-0009+Architectural_Plan+4.22.2021_1.06.01_PM+2159174r WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR 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. l NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, PAINTED OR GFD,4R. Z. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR FN�/FLOPF PE=NETRATI ONS. �. GLAZING PER STATE ENERGY GODS. 4. SFPFRATF PERMITS ,4RF RFQU I RFD FOR FENCES, PLUMBING, MECHANICAL, AND ELEGTRIGAL. 5. PROTEGTI ON FROM DE=G.4Y I S REQUIRE=D FOR .4LL WOOD SIDING AND WALL FRAM I NCB LESS THAN Z" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER 6. REFER TO ALL ELEVATIONS FOR TYP I GAL NOTES. �. S.G. = SAFETY GLASS i=LDS+-I I NG NOTE ,4PPROVED GORROS I ON-RES I ST,4NT FL,4SH I NCB SHALL BE �PPL I ED SH I NC�LE F?�SH I ON I N SUCH ?� M�NNE=R TO PRE=/ENT ENTRY OF WATER INTO THE= Wf�LL G�V I TY OR PE=NETRf�T I ON OF WATER INTO THE BU I LD I NCB STRUGTUR�L FRAM I NCB COMPONENTS THE= FL�SHINC� SHALL E=XTEND TO THE= SURF�GE= OF THE= EXTE=RIOR WP�LL FINISH. L�PPRO�IE=D CORROSION RE=SISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: I. EXTE=RIOR WINDOW AND DOOR OPENINGS. FL�SHINC� f�T E=XTERIOR WINDOW AND DOOR OPEN I NC�S SHALL EXTEND TO THE SURFACE OF THE FXTER I OR WALL FINISH OR TO THE WATER RE=S I STI VE E3�RRI E=R FOR SUE3SEQUE=NT DRA I NAC�F Z. AT THE= I NTE=RSEGT I ON OF GH I MNE=YS OR OTHE=R MASONRY GONSTRUGTI ON WITH FRAME= OR STUCCO WALLS S. UNDER AND AT THE= ENDS OF MASONRY, WOOD, OR METAL GOPINC�S AND SILLS 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM 5. WHERE EXTE=RIOR PORGHE=S, DE=GKS, OR STIRS �TT�GH TO � WALL OR FLOOR ASSEMBLY OF WOOD FRAME= GONSTRUGTI ON 6. AT WALL AND ROOF INTERSE=GTIONS -7. AT BUILT I N GUTTERS ADDRE=SS NOTE=: ADDRESS NUMBERS SHALL BF � MINIMUM 4" HIGH WITH � MINIMUM STROKE= WIDTH OF I/Z" AND TO BE ON A GONTRASTINC� BAGKC�ROUND PER I RG S I �i.l SQU�i�� OOT�G�S M�I1�1 1�14 U%'%'�� I -7 I � TOTAL_ �02�f C��C�� o I � GO��fi��D 140 ��T I O GOV�i��D �2 �Oi�G� TOTAL= L=OT 20�f �f APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES 2x10 BARGE BOARD - W/ Ix3 TRIM COMP. ROOF OVER 15# FEL� �� _ �� 7IE%�C•7 2x8 TRIM �� ,� Install per manufacturers instructions. : ,� have all documentation on site. Verify / venting system follows the requirements -r� of 2018 IRC Section G2427.8 Venting System Termination Location. �� O�IT ��,C�T I O� SEE GENERAL NOTES SCALE: I/4" = I'-O" fi��i� �1_��'�T I Ol�l SEE GENERAL NOTES SCALE: I/4" = I'-O" MAXIMUM BUILDING HEIGHT ®355.41' BUILDING HEIGHT ® 354.�5' - i UPPER TOP I� 12" HORZ. SIDING 12 TYP. WHERE SHOWN g LINE OF INT. VAULT � � UPPER SUB FLR. BRICK VENEER INSTALL PER MFG. SPECS y��_ MAIN TOP � 12" VERTICAL SIDING TYP. WHERE SHOWN — 5/4x4 CORNER BOARDS p I O m MAIN SUB FLR. �+ 330.50' UPPER TOP �, s UPPER SUB FLR. MAIN TOP I� s M,41N m O N � GINAL GRADE ®330.41 APPROVED BY PLANNING �� City Of Edmonds Building Department Work NEW SFR Address 1004 WALNUT Owner SELECT HOMES Approved Date 06/08/2021 Building Official �� QiG� Permit Number BLD2021-0009 Jun 01 2021 �71 REGISTERED ARCH I TEGT MIGI-+ EL YNE JOI-FNSON STATE OF WAS++INGTON r ^ VTJ N O0 I� r ^ V J � � r I I� 11� � M M O G1 ►--+ V U Q W � Q z� C� C� H � �� w� � z� �-�-i � C/� � 0 0 ^�z W 1- m }r� O �� +� �� N mwQ � ^U m�0 u� _W � � Z � VJ O m �, , m�� O '� v p BLD2021-0009 � LOT 3 1004 WALNUT date : 4--Iq-zo permit: revisions: 04-22-21 drawn by : GheGiGed by L_MD : MWJ �+--f��T o� RECEIVED Apr 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L J r WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR 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. l NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, PAINTED OR CEDAR. Z . 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. S. 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 ELEVATIONS FOR TYPICAL NOTES. �. S.G. = SAFETY GLASS ie I ��T �L��T I Oil SEE GENERAL NOTES SG?�LE: I/4" = I'-O" ,L��T �,L��T I Oil SEE GENERAL NOTES SCALE: I/4" = I'-O" UPPER TOP f� UPPER SUB FLR. MAIN TOP f� MAIN SUB FLR. UPPER TOP 1� UPPER SUB FLR. MAIN TOP 1� MAIN SUB FLR. �71 REGISTERED ARCH I TEGT MIGI-+ EL YNE JOI-FNSON STATE OF WAS++INGTON L` .--i /� V J N °O W N N T L�_�1 M M O ►--+ V U O W Q �� Q �� W� U �� W � z W cry Q M O O �z � m � �� }r� o O �� I s�� N mwQ � +� ^U m�0 u� _W � � Z � VJ O � V� m � "� v p BLD2021-0009 � LOT 3 1004 WALNUT date : 4-Iq-zo permit: revisions: drawn by : LMD GheGiGed by : 1�WJ �+--f��T O� RECEIVED Apr 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J r WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR 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. l SI-fE,4R NOTE: I. SX MATERIAL GAN BE USED FOR ALL MUDSILLS 2. SETA DOUBLE 2X STUD BEI-IIND E�/ERY STI-fDl4 I-fOLDOWN GALLED OUT ON Ti-+E FOUNDATION PLAN. SET i-+OLDOWN I /2 " MINIMUM AWAY FROM WALL CORNERS, WINDOW AND DOOR F-LEADERS. I T I S IMPORTANT TF-fAT TI-IE FOUNDATION CONTRACTOR I-IAS TI-fE MAIN FLOOR PLAN Si -IFFY TO PROPERLY LAYOUT I-IOLDOWNS. �. A MST48 STRAP W I TI-I (2) I /2 " BOLTS INTO TI-IE FOUNDATION I S A PROPER FIX FOR A M I SPLAGI=D STI-fD 14 I-fOLDOWN. NOTES: ALL WOOD IN CONTACT WITI-I CONCRETE SI-fALL BE PRESSURE TREATED OR CEDAR. PROVIDE CRAWL DRAIN � LOW POINT IN GRAWLSPAGE. SOLID BLOGiGI NG UNDER ALL BEARING WALLS. SLOPE ALL GONG. STOOPS AND/OR PATIOS I/4" PER FOOT AWAY FROM DOORWAYS. BEARING WALL ABO�/E FOUNDATION VENT CALCULATION KITCHEN/ DINING/ LI\/ING AREA I � 14 SQUARE FEET = �00 8 VENTS REQU I RFD �� SHEAR NOTE: 4.�8 .5� SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, ff DETAILS. HOLDDOWN SGHi=DULi= MARK I-IOLDOWN/ FASTI=NERS WOOD MEMBI=R ANGI-IOR STRAP TF-I I GKNESS/SPECIES REQUIRED T- I STI-fD 14/I 4 RJ 24- 16d SINKERS (2) 2X4/2XF� STUDS I-IE/SPP T-2 MST48 (�4)-16d (2) 2X4/2XF� STUDS I-IE/SPP T-� MSTA�G (26)-IOd (2) 2X4/2X( STUDS I-IF/SPF 2 2X4 2X6 STUDS T-4 MSTG48B� (�8)- I Od HF/SPF T-S I-+D-7B (�)_ �/4.�� -I/2" MIN. SSTB28 (-7/8") DE/SP MIN. 24--(/8" EMBEDMENT �n �_� �� O U'N, � � T I O'I�l � 1_ � l�l SEE GENERAL NOTES SCALE: I/4" = I'-O" �71 REGISTERED ARCH I TEGT MIGI-+ EL YNE JOI-FNSON STATE OF WAS++INGTON L` .--i r ^ VTJ c� °O I� r ^ �/ J N c� � T � I�1 11 ,� 7 `�...+ c n c� o ►--+ V U O W Q �� Q �� W� U �� W � z W cry � � M O O �z � I m � �� }r� o p �o�� I s�� N mwQ � +� U m�0u� _� � � � z� � � •� � � � m � � �� ® � �� .. �p �-A--� v p BLD2021-0009 � LOT 3 1004 WALNUT date : 4-Iq-2o permit: revisions: drawn by : LMD GheGiGed by : MWJ �+--f��T O� RECEIVED Apr 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR 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 ■Install per manufacturers instructions. have all 2 X 6 STUDS ® 16" O.G. TYPICAL. Idoeumentatlon on Slte. Verify venting system ALL I -+FADERS TO BE 4 X 10 DF#2 UNLESS NOTED OTHERWISE. ■ (follows the requirements of 2018 IRC Section � FUR -OUT HEADERS TO MATCH 2 X � WALLS. ■G2427.8 Venting System Termination Location. ALL EXTERIOR HEADERS MUST BE I■�■�■�■�■�■�■�■�■�■�■�■�■� - INSULATED WITH R-10 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: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DEVICES ARE PRO�/IDED PER ASTM F 20�i0 OR R6 12.8 SOLID BLOCKING UNDER ALL BEARING WALLS. 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. -IS GAL/MIN. 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 W I TH A MAX I MUM RUN OF 15' COMBUST( ON AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES I-IE�TING NOTES: t■�■�■�■�■�■�■�■�■�■�■�■�■� _I _ + INSTALL PER ASHRAE aoA-88 + 18" PLATFORM OF 2 LAYERS 3/4" PLYWOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +18" MINIMUM ABO�/E SLAB. F I REPL�GE NOTE: 'O' CLEARANCE FIREPLACE W/ D I REGT /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 STO�/ES MUST BE D.O.E. APPRO�/ED ff BE TESTED, GERTI F I ED ff LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. *�� SI-I�P�R NOTE: SEE SI-IFFY L I FOR SI-IF?�R W?�LL N,41 L I NG SCHEDULE, ff DET,41 LS. LEGEND: BEARING WALL — — — — — — BEARING ABO�/E FLOOR LINE ABO�/E PT. LD. ^,, POINT LOAD ABO�/E ABA/. t MULTIPLE 2x STUDS � POINT LOAD O SMOKE DETECTOR I10�/ INTERGONNEGTED W/ BATTERY BACK-UP. PER I RG 314 OCARBON MONOXIDE DETECTOR PER IRC 315 G�RP�GF NOTES: Landing required in this area. the j ■ handing should be as wide as the door .I _ it serves and no less that 3 6" in the ■ I direction of travel. - I. GARAGE/LI�/ING 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. 3. DOOR BETWEEN GARAGE AND RESIDENCE SHALL BE I-�✓/8" MINIMUM THICK SOLID WOOD OR STEEL WITH SOLID OR HONEYCOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED WITH A SELF CLOSING DE�/IGE. 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 HA�/E NO OPENINGS INTO THE GARAGE HOL_DDOWN SGHi=DULi= MURK I-IOLDOI�II�I/ PAST�N�RS WOOD M�MB�R .°.NCI-IOR STR,4P TF-I I GKNESS/SPECIES REQUIRED T- I STI-fD 14/I 4 RJ 24- 16d SINKERS (2) 2X4/2X6 STUDS I-IF/SPF T-2 MST48 (�4)-16d (2) 2X4/2X6 STUDS I-IF/SPF T-� MST,4SF� (26)-IOd (2) zX4-/2X6 STUDS I-IE/SPP 2 2X4 2X6 STUDS T-4- MSTG4-8B� (�8)- I Od HE/SPP T-S I-+DiE3 (�)_ �/�.�� S-I/2" MIN. SSTB28 (-7/8") DF/SP MIN. 24--(/8" EMBEDME=NT 0 I N N .►'_�_� ��,�■�� ■ '� '♦ �` ♦` • ♦� 0 I T- � ■ _ ■ _ � _ ■ ■ � I-3" ,� 3x Ds � ff PL 5 �C'\ _ �_ ./ 2" '�. `��•� '�. Q N 0 �� '-3 �� 4'-O" I. 3'-3" _ ■ �`� �� • _�_�� 5050 XO 0 Q� Q � 1. l� Z � GYRD. PATIO Q GONG. J N O � �As FIRIFIR>: .� l� 1 1 \ LJ 10" I. 8'-4" ,� GUEST RM. � � GRw�. O H.s. N AGGES T I Ns. � W.S �j lO � 3„ � ��J � s.D. %3x DS a �+s m 8 P TES PI-3" ELEG. �X STUDS PUMP � PLATES HWT I6'-8" 3" STEEL BOLLARD UP TO BO" MINIMUM GARAGE GONG. LOWER GARAGE SLAB TO I ALLOW FOR GARAGE DR. HDR. BUILDER TO VERIFY ON SITE 3'-3" DIRECT VENT GAs F�IREP�LACE / V \ GREAT RM. H.S. 2'-O" 31'-O" sLDR. 8'-4" IS'-9" 6050 XO sLDR. PI-2" � 3x STUDS �� PLATES ../ �, PI-2" y 3x STUD \.. PLATE.. � � DINING RM. H.S. 4'-O" 4'-O" n _ I� I I i� a Q- IIII � IIII � o I� �- I I �- io o z o I o z I �� BATH �o � I � INI °o� _ H.s. m � u p~ p � 2468 ®VTO � �} � 0- 50 GFM � I o KITCHEN I Pff��C� PAS— Q i �-��_2�� H.s. ��_O�� 3680 OPNG. � I ��6c4 �,0�4) �65 Q O O DBL. — REF6. I IOv I OVENS 2668 2868 � 20 MIN � � SELF — GLOSE T � N ,� sTEP � ,� PW17R. I I I PANTRY H.S. " 8 -O 3'-10" 2468 ®VTO O � GLG. 50 GFM _---_ O UP 17 T DETECTOR RISERS FLR. LINE ABV. p � +36" OPEN 2668 RAIL � x � FOYER m � H.s. LINE OF O.H. DOOR ----- LINE_OF O.H. DOOR IN UPRIGHT POSITION SIN UPRIGHT POSITION � I� +�� I GONT. PLYWD. b I THRU PART. I _ _ I I I I I I I LI - I I ��J ° ��J I u� �+ �+6 I6080 O.H. GARAGE DOOR 6 8080 O.H. GARAGE DOOR _ WALL LINE ABV. - T T ,� PI-3' � � � s Ds g � PLA S I �� J b 2668 � m �+ � I (S.G.)+6 1676 �� (s.6.) 1676 S.L. S.L. I LI -' �� m GYRD. +b PORCH �'y I (� N � GONG l'� �`�J — �+6 � T , �� .... .,.. � PLATES �t _I Ln N I �t I � � I Q IIII � _� o IIOv I N S.D. Q I T I `� DEN/ I FLEX ++� - _ I � �0 O sLOPED sLOPED 1L � I GLG. I GLG. � I I �'� I � I IIII o N (EG s5) � cV Ti '�� PI-3" Ti 3x STUDS 8 PLATES 6060 XO SLDR. I'-12" 8�_3�� I'-12" �_42� I6'-3" '-42' 4�_O�� 4�_O�� 6�_3�� 6�_3�� 10'-6" IQ'-O" 8'-O" 12'-6" �• • �� I I � �i..�OO� ��I � SEE GENER?�L NOTES �71 REGISTERED ARCH I TEGT MIGI-+ EL YNE JOI-FNSON STATE OF WAS++INGTON L` .--i /� V J N °O W N N T L�_�1 M M o ►--+ V U O W Q �� CIS � Q � U� I --I � � o� W 2 �-�-i r� � z W c/� M 0 0 �z m � �� }r� � O �O� I s�� N mwQ � +� U m�0u� _� � .�} Z VJ J .� � O � V � m � �"' p BLD2021-0009 � LOT 3 1004 WALNUT date : 4-Iq-2o permit: revisions: drawn by : LMD GheGiGed by : MWJ �+--f��T O� RECEIVED Apr 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J r WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR 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. l NOTES: ALL EXTERIOR WARM WALLS TO BE Z X 6 STUDS ® 16" O.G. TYPICAL. ALL I -+FADERS TO BE 4 X 10 DP#2 UNLESS NOTED OTi-+FRW I SF. FUR -OUT I -+FADERS TO MATGF-I 2 X 6 WALLS. ALL EXTERIOR I -+FADERS MUST BE INSULATED WITI-f R-10 INSULATION PER WSEG FOR WINDOWS WITi-I OPERABLE OPENINGS MORE TI-IAN 72" ABOVE THIS F=INISF-IED GRADE OR SURF=AGE BELOW, TI-IE LOWEST PART OP TI-IE CLEAR OPENING SF-IALL BE 24" MINIMUM ABOVE TF-IE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WI-IERE A 4" SPF-IERE MAY NOT PASS THROUGI-+ OR WI -+ERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 20�i0 OR Rf 12.8 TUB/Si-+OWFR UNITS Si -FALL i-+AVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +7Z" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITi-IIN 60" FROM EDGE OF Sh-IOWFR Si-IALL BE SAFTEY GLASS. Si -LOWER FLOW IS LIMITED TO I.-15 GAL/MIN. SOLID BLOCKING UNDER ALL BEARING WALLS. EXi-IAUST FANS LARGER Th-IAN SOGFM MAY BE CONNECTED TO 4" SMOOTi-I WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTi-I. TFiE MINIMUM SIZE OF FLEX DUCT IS S" DIAMETER WITI-f 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. � MULTIPLE 2x STUDS � POINT LOAD SMOKE DETECTOR O IIOV INTERGONNEGTED W/ BATTERY BACK-UP. PER IRG 314 OCARBON MONOXIDE DETECTOR PER IRG 315 ��* SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOG,4TION5, SHE�4R W,4LL N?�ILING SGH�DUL�, ff DET?�ILS. HOLDDOWN SGHi=DULi= MARK I-IOLDOI�II�I/ �AST�N�RS WOOD M�MB�R .°.NCI-IOR STR,4P TF-I I GKNESS/SPECIES REQUIRED T- I STI-fD 14/I 4 RJ 24- 16d SINKERS (2) 2X4/2XF� STUDS I-IE/SPP T-2 MST48 (�4)-16d (2) 2X4/2XF� STUDS I-IE/SPP T-� MST,4�F� (26)-IOd (2� 2X4/2X( STUDS I-fE/SPP 2 2X4 2X6 STUDS T-4- MSTG4-8B� (�8)- I Od HF/SPP T-S I-+D-7B (�)_ �/�.�� S-I/2" MIN. SSTB28 (-7/8") DE/SP MIN. 24--(/8" EMBEDMENT B-I q• B-2 B-3 B-4 (2) 13/4"xI8" LVL �y�• 4x10 DF#2 4x10 DF#2 3%e"x�i" 24F-V4 GLB 3�"x�i" 24F-Y4 GLB �L< �� SINKS SINK � - - �L< . I ABV� �AB�/. I QI I I I I'� O � II li I�Q � } I IN� � Q I � INN (� I� i �' ii � ��o � B/SHW a SS ABY. I � A A8 r N i I zmll � � � Ll SIN B � � I J J .� I � � 4x10 DF#2 Zm Ul Q � � xl0 DF# 4x10 DF#2 F RNA � 4x10 DF#2 - () I3/4"xI8" LVL - w � �I I X� O �' N 0 � I � �� I N I � I (2) 13i4"xI8" LVL I N � HI I J� �� I I �OI LI I # �j(V _ � lL ��I Q I �vJm � x�l I O �� L( LLI l� I � �('� �I � T ¢ I @L<o � � {G AT I J� � 9@L< ��` ' �t - - I (2) I3/4"xI8' 4x10 DF#2 LVL (2) I3/4"xIb" LVL GB -I �J�� I I ,Z,P I I GB-3 I 1 5�4"xl PSL =_—_—___—_—__ - - 19'-O" - LONG -- - 4x10 DF#2 -- BLW. h'_ -- 4x 12 D3=�2 10'-6" LONG N Q lL Q X LL x U�i�� >i�OO I\ � I !� I' I I I �L� SEE G�N�R?.L NOTES �71 REGISTERED ARCH I TEGT MIGI-+ EL YNE JOI-FNSON STATE OF WAS++INGTON L` .--i /� V J N °O W N N T L�_�1 M M O G1 ►--+ V U O W Q �� Q �� o� W 2 �-�-i � Z W �� Q r M O O �z � m � �� }r� O �� I s�� N mwQ � +� U m�0u� _� � � � z� � � O � V AY m � W p BLD2021-0009 � LOT 3 1004 WALNUT date : 4--Iq-2o permit: revisions: drawn by : LMD GheGiGed by : MWJ �+--f��T O� RECEIVED Apr 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J r WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR 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. l NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® 16" O.G. TYPICAL. ALL i-(FADERS TO BE 4 X 10 DF�*2 UNLESS NOTED OTi-IERWISE. FUR -OUT i-LEADERS TO MATGi-I 2 X 6 WALLS. ALL EXTERIOR i-(FADERS MUST BE INSULATED W I TF-I R-10 INSULATION PER WSEG FOR WINDOWS WITF-I OPERABLE OPENINGS MORE TF-IAN -72" ABOVE TI-IE FINISF-LED GRADE OR SURFACE BELOW, TI-+E LOWEST PART OF TI-+E CLEAR OPENING SI-LACE BE 24" MINIMUM ABOVE TI-fE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WI -(ERE A 4" SPF-IERE MAY NOT PASS TI-fROUGi-I OR WI-IERE FALL PROTECTION DE:vIGE:S ARE PROVIDED PER ASTM F 20�i0 OR R612.3 SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SI-LOWER UNITS Si -LACE i-IA�/E FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITh-IIN 60" FROM EDGE OF Si -LOWER Si -FALL BE SAFTEY GLASS. Si -LOWER FLOW IS LIMITED TO I.'75 GAL/MIN. EXI-IAUST FANS LARGER TF-IAN ✓OGFM MAY BE CONNECTED TO 4" SMOOTI-I WALL /ENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTF-f. Ti-+E MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITi-f A MAXIMUM RUN OF IS' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES HEATING NOTES: + INSTALL PER AS+-IRAE �iOA-88 + 18" PLATFORM OF 2 LAYERS - 3/4" PLYWOOD � (I LAYER IF PLATFORM 1' I S ON SLAB) � + SEE I -(EATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITGI-IFS +18" MINIMUM ABOVE SLAB. � I REPLr4GE NOTE 'O' GLE:ARANGE: FIRE:PLAGE: W/ DIRECT VENT FACTORY BUILT FIREPLACE SI-(ALL BE INSTALLED PER MANUFACTURER'S SPEC I F I GATI ONS AND SI-LACE I-fA�/E APPROVAL LABEL ATTAGI-fED 5/8" TYPE "X" GWB TO ROOF Si-IEATi-I I NG 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. *� � � SHE�4R NOTE SEE SHEET L I FOR SHE,4R Wr4LL N� I L I NG SCHEDULE, � DET� I LS. LEGEND: BEARING WALL — — — — — _ BEARING ABOVE FLOOR LINE ABOVE PT. LD. �� POINT LOAD ABOVE ABV. �( MULTIPLE 2x STUDS ® POINT LOAD O SMOKE DETECTOR IIOV INTERGONNEGTED 1^i/ BATTERY BACK-UP. PER IRG S14 OCARBON MONOXIDE DETECTOR PER IRG SIS G�RP�GE NOTES: I . GARAGE/LIVING SEPARATION, USE S/8" TYPE 'X' GWB AT CEILING/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND CEILING. S. DOOR BETWEEN GARAGE AND RESIDENCE Si -LACE BE I-3/8" MINIMUM Ti-LICK SOLID WOOD OR STEEL W I Ti-I SOLID OR i-IONEYGOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED WITH A SELF CLOSING DEVICE. 4. DUCTS IN GARAGE AND DUCTS PENETRATING TI-IE WALLS OR GE:ILINGS SEPE:RATING TI-IE: RE:SIDENGE: FROM TI-fE GARAGE SI-LACE BE NO. 26 GAGE S+-IFFY STEEL AND I-+AVE NO OPENINGS INTO TI-fE GARAGE HOLDDOWN SGHi=DULi= MARK I-IOLDOI�II�I/ �AST�N�RS WOOD M�MB�R .°.NCI-IOR STR,4P TF-I I GKNESS/SPECIES REQUIRED T- I STHD 14/I 4 RJ 24- 16d SINKERS (2) 2X4/2XF� STUDS I-IE/SPP T-2 MST48 (�4)-16d (2) 2X4/2XF� STUDS I-IF/SPP T-� MST,4SF� (26)-IOd (2) 2X4/2X( STUDS I-IF/SPF 2 2X4 2X6 STUDS T-4 MSTG48B� (�8)- I Od HF/SPP T-S HDiB (�)_ �/4.�� S-I/2" MIN. SSTB28 (-7/8") DF/SP MIN. 24--(/8" EMBEDMENT �n �_� �� u�� ,Loo� �� SEE GENER?.L NOTES �71 REGISTERED ARCH I TEGT MIGI-+ EL YNE JOI-FNSON STATE OF WAS++INGTON L` .--i r ^ VTJ c� °O I� r ^ �/ J N c� � T � I�1 11 ,� 7 `�...+ c n c� o ►--+ V U O W Q �� Q �� W� U �� W Z W �� Q M O O n�z W m � � V O O �r-� �O� I s�� N mwQ � +� nU m�0 u� 1n _W � V //) � O � V� m � .. �-A--� v p BLD2021-0009 � LOT 3 1004 WALNUT date : 4-Iq-2o permit: revisions: drawn by : LMD GheGiGed by : MWJ �+--f��T O� RECEIVED Apr 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J r WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR 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. l E.4yE PiZOTEGTION i�ER IRG R302.1 I � Ef��/ES ARE W I Ti-I I N S' OP Ti-IE PROPERTY LINE, TF-IEN � ONE +-IOUR 1= I RE RES I STANCE RATING I S REQUIRED I P TF-IER� ARE BIRD BLOCKING \/ENTS OR GABLE END �/ENTS. I � TF-I�R� I S SOLID BLOCKING AND NO �/ENTS, TF-IEN TI-IE 1= I RE RES I STANCE RATING GAN BE REDUCED TO ZERO i-IOURS. AF50 ROOF VENT LOCATIONS PER PLAN SOLID BIRD BLOGIG I NG AT WALLS 5' OR LESS FROM THE PROP. LINE TRUSSES PER PLAN 36 �� 2X6 EXTERIOR WALL � ONE I-IOUiZ Efa�/E DETAIL ROOF FRP�MING NOTES GUT RAFTER TAILS TO MATGF-I 2x4 TRUSSES GONNE:GTORS S+-IALL BE: E:NG I NE:ERED BY TRUSS MANUFACTURER ROOF PITGF-I SI-+ALL BE AS NOTED ON PLANS ROOF O�/E:RI-IANG SI-IALL BE: 12" U.N.O. Q DS TRUSS NOTE 2x6 O�/ERFRAMING BEARING BELOW DOWNSPOUT ALL TRUSSES SI-IALL i-IAVE:: STRESS ANALYSIS AND DRAWINGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. MANUFACTURER'S STAMP ON PRE- MANUFAGTURED TRUSSES. BRACED TO MANUFACTURER'S SPEGIFIGATI ONS. STRESS ANALYSIS AND DETAILS SI-IALL BE SUBMITTED TO BUILDING DEPT. FOR APPROVAL AND SHALL BE iGEPT ON SITE FOR FRAMING INSPEGTI ON. TRUSSES WILL NOT BE FIELD ALTERED W I TF-fOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING GALGULATI ONS. ALL TRUSSES SI-fALL I-fAVE SIMPSON I -I -I CLIPS AT ENDS. WI-IERE TRUSSES ARE PARALLEL TO WALL, USE SIMPSON LBO AT MIDSPAN. USE SIMPSON STG CLIPS AT NON -BEARING WALLS ROOF VENTING Gr4LGULr4TION-PER 2018 IRG R806.2 � UPPER ROOF I � I S SQPT �RE� = E,� I SG2i=T REG2U I RED Boo (E.-71) X (EO%) = 2.8E SQFT MIN. REQUIRED �T E��/ES TYP I GAL TRUSS BLOCK HP�S (4-) 2 Q� SCREENED HOLES PRO�I D I NCB � .28 SG2. I N. (.04-4- SG2FT) PER BLOCK. �PPROXIM�TELY �O DENTED BLOCKS= �.08 SQFT PROVIDED (E.-71) X (EOgo)= 2.8E SOFT MIN. REQUIRED 1�11THIN �' OF THE RIDGE f�PSO ROOF J�GK BENTS= .B4 SG2i=T E�GH SENT PROVIDE Gi �PSO BENTS= B.OF� SQFT PROVIDED TOTAL SENT �RE� PROVIDED= �.14 SQ PT HOLDDOWN SGHi=DULi= MURK I-IOLDOI�IN/ �1�ST�N�RS WOOD M�MB�R .°.NCI-IOR STRAP TF-I I GKNESS/SPECIES REQUIRED T- I STHD 14/I 4 RJ 24- 16d SINKERS (2) 2X4/2XF� STUDS I-IE/SPP T-2 MST48 (�4)-16d (2) 2X4/2XF� STUDS I-IE/SPP T-� MST,4�F� (26)-IOd (2� 2X4/2X6 STUDS I-fE/SPP 2 2X4 2X6 STUDS T-4- MSTG4-8B� (�8)- I Od HE/SPP T-S HDiB (�)_ �/�.�� -I/2" MIN. SSTB28 (-7/8") DE/SP MIN. 24--(/8" EMBEDMENT ®�� 24" O.Gv ABLE END :U55E5 TO DESIGNED SPAN WINDOW/ FOR OPENINGS 'P I GAL �OO� �� I I �� >i��l � SEE GENER?.L NOTES SG�.LE: I/4" = I'-O" �71 REGISTERED ARCH I TEGT MIGI-+ EL YNE JOI-FNSON STATE OF WAS++INGTON L` .--i /� V J N °O W N N T L�_�1 M M O G1 ►--+ V U O W Q �� Q �� W� U �� W 2 W �� Q M 0 0 n�z W m O O �r-� � O I s�� N mwQ � +� U m�0u� _� � Z V / �I J O � V � m � ��pp�� n� W p BLD2021-0009 � LOT 3 1004 WALNUT date : 4--Iq-2o permit: revisions: drawn by : LMD GheGiGed by : MWJ �+--f��T O� RECEIVED Apr 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J r WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR 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. l R-21 IN � EXT. 2O I g ��0� I �I�IO�TO� �T�T� ��i�0��1' OOD� ��.LL GL I M?.T� ZONES (T?.SL� i�40Z . I . I ) FENESTRATION SKYLIGHT GLAZED CEILING WOOD FRAMED FLOOR BELOW GRADE SLAB R-VALUE U-FACTOR U-FACTOR FENESTRATION R-�/ALUE WALL R-VALUE R-�/ALUE WALL R-VALUE AND DEPTH SHGG O.ZB O.SO NR R-4G R-Z I R-�O 10/IS R-10, 2 F=��T (PRESGRIPTI VE R-Z I +TB �T?�BL� 40� .�- �N�fi�GY Gi��D I TS (S I NGL� ��.M I LY) THIS PL?�N REQUIRES F� GRED I TS SINGE I T I S OVER I SOO SQU?�RE FEET r4ND UNDER S000 SQU�4RE FEET O�TIOI�I G��DIT HE,4T I NCB OPTION Z H�,4T PUMP (i=LEGTi�IG) I.O �NERC�Y PR�SGR I PT I V� GOMPL I �NG� I S B/�S�D .5 OPTION ON T�BL� R40Z .1.1 WITH THE i=OLLOW I NG I � MODIi=IG�TIONS: �I�RTIG�L i=�N�STR�TION U=O.ZB i=LOOR R-�8 SLAB ON GR,4DE R- I O Pi=R I Mi=Ti=R AND UNDER ANT I R� SLAB BOLO W GR�D� R- I O PAR I M�T�R f�ND UNDER ANT I R� SLAB OR GOMPL I �NGi= BJ�Si=D ON S�GTION R402.1.4: R�DUG� THE TOTAL GONDUGTI\l� U� BY 5�Jo S�GT I Oil � SEE GENER,4L NOTES O�TIOI�I G��DIT �N�izGY H��G �QU I PM�NT ,4ND �SSOG 1,4TED DUCT I.O OPTION SYST�M(S) INST�LL�TION SHALL COMPLY 4'� WITH THE iz�QU I iz�M�NTS OF S�GTI ON R40�.�.-7. LOG/�T I NG SYSTEM GOMPON�NTS I N GOND I T I ONi=D GR�WLSP�G�S I S NOT PERM I TT�D UNDER TH I S OPTION. �L�GTRI G RCS I ST�NG� H�P�T POND DUGTL�SS H�,4T PUMPS /ARE NOT PERM I TT�D UNDER TH I S OPTION. D I REGT COMBUSTION H�P�T I NG WITH �i=U� LASS THP�N 80gb I S NOT PERM I TT�D UNDER TH I S OPTION. �N�RGY W�Ti=iz HEST I NG SYSTi=M SHALL I NGLUDi= z .O OPTION THE i=OLLOWING: �L�GTRIG H��T PUMP �'� W�T�R HE�T�R M��TING THE ST�ND�RDS i=OR TIER III Oi= N��P�'S /�DVJ�NG�D W�T�R H�P�T I NG SP�G I i= I GAT I ON �N�RGY AIR-SOURG� G�NTR�LLY DUGT�D H�f�T PUMP I.5 OPTION WITH � MINIMUM HSPi= Oi= II.O TOTAL �.5 �71 REGISTERED ARCH I TEGT MIGI-+ EL YNE JOI-FNSON STATE OF WAS++INGTON L` .--i /� V J N °O W N N T L�_�1 M M O G1 ►--+ V U O W Q �� Q �� W� U �� W � z W cry � � M O O �z � 1- m � �� }r� o p �o�� I s�� N mwQ � +� U m�0u� _� � � � z� - � � O � V� m � � �� ® � �� .. a� p BLD2021-0009 � LOT 3 1004 WALNUT date : 4-Iq-zo permit: reV15101'15: drawn by : LMD GheGiGed by : MWJ �+--f��T O� RECEIVED 6.O GRAD I TS Apr 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR 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 AGGEPT FULL RESPONSIBILITY FOR THE G05T TO RECTIFY SAME. 5�� LL SG��I�UL� PicR �O 18 I i3G GENER?�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, 8 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 VALUE 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" 8 ENDS (2) 16d � 10" 240 PI-4" 8d 4" 12" 4" 16" O.G. 2x4 5/8" � 32" � 30" 8 ENDS (2) 16d � 7" 34a PI-3" ** 8d 3" 12" 3" 14" O.G. 3x4 5/8" � 24" � 24" ff ENDS (2) 16d � 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" 700 P2-3" �� 8d 3" 12" 3" 8" O.G. 3x4 3/4" � 16" N/A (4) 16d � 5" �i00 P2-2" *� 8d 2" 12" 2" 8" O.G. 3x4 3/4" ® 12" N/A (4) 16d � 4" II-f0 **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. SHEAR WALL NOTES 7/16" OSB OR PLYWOOD SHEATHING -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 SPAGIN6 IS SPECIFIED AT PANEL ED6E5, USE I-I/2" 8d SHORT NAILS OR 3X STUDS WITH 8d COMMON NAILS. FOR 2" NAIL SPAGIN6, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 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. � EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x I/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. �/16" OSB OR PLYWOOD SHEATHING -STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 6A. 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. - 3�f0#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. � 6" O.G. - 620#/ft. FIELD SPAGIN6: 12" O.G. NAILS � STAPLES. HOEDOWNS -INSTALL SIMPSON HOEDOWNS OR USP HOEDOWNS AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. PER PLAN, S I MPSON STHD 14 OR USP STAR 14 S I MPSON MST36 OR USP MST136 SIMPSON MST48 OR USP KST248 SIMPSON HD�7B OR USP TDXIO (�i/8" ANCHOR BOLT MIN. SIMPSON MSTG48B� OR USP MSTGB48B3 24" EMBEDMENT, 3" BOLT INTO (3) 2X4(6)) IOd ®4" o.G. -ROOF SHEATHING TO TOP 16 MIN. PER PLAN 2x TOP PLATE — — NAIL SHEATHING TO HEADER EXTEND TO HEADER ®3" O.G. E.W. END WALLS — — — — SHEARWALL PER PLAN I I STHD HOEDOWN PER PLAN I 3x OR (2) 2x 3/4" MIN. TAG PLYWOOD SUB -FLOOR STUDS GLUED � NAILED -NAIL ®6" EDGE d 12" FIELD W/ IOd NAILS CONNECT PLYWOOD W/ 8d NAILS ®3" O.G. FLOOR JOIST TO ALL STUDS, PLATES � PER PLAN 8 HEADERS I PEER SHEAR WALL SCHEDULE in APA RATED SFfT6. 3�" MIN. 24/O EXP. I PNGSHOR I BOLTS PER STHD14 WOOD n SHEAR WALL SCHEDULE W/ TO CONCRETE - 3"x3"xl/4" 5Q. WASHERS CONNECTORS I I I O oR EauAL III III � I I I - 3x OR (2) 2x � (U #4 GONT. TOP III PLATES; NAIL SHEATHING TO IL � EACH PLATE FINISHED GRADE �o #4 HORIZ. ®12" O.G. I I a�� I I U as d a �" � X 15" A.B. W/ 3"X3"X%4" `.:, (3) #4 VERTICALS PLATE WASHER SEE DETAIL 2/GI �" IMBEDMENT � FOR ST�L LAYOUT I �t � 8u _ �t GONG. STEM WALL N � z o TOP OF SLAB � � o s _ GONT. FOOTING o m� PER PLAN ., L.�T�R�L R�STiz� I NT P�N�L DOUBLE S1UD5 ®HOEDOWN SHEARWALL PER PLAN 3/4" MIN. TdG PLYWOOD SUB -FLOOR GLUED dNAILED -NAIL ®6" EDGE � 12" FIELD W/ IOd NAILS DOUBLE RIM FOR � BTM. PLATE NAILING \ PER SHEARTWALL SCHEDULE FLOOR JOIST � PER PLAN A35 FRAMING ANCHOR PER SHEARWALL SCHEDULE DOUBLE STUDS ®HOEDOWN SHEARWALL PER PLAN STR�fi� �OL�OJ��I J��LL TO J�I�LL TIE STRAP PER PLAN W/ ALL NAIL HOLES FILLED W/ Ibd COMMON NAILS BOTTOM PLATE NAILNG PER SHEAR WALL SCHEDULE A35 FRAMING ANCHOR MAY BE ELIMINATED AT PI-6, AND PI-4 TYPE SHEAR WALLS, IF THE PLYWOOD PANEL SPANS RIM JOIST AND 15 NAILED TO BOTH THE BOTTOM PLATE OF SHEAR WALL ABOVE AND THE TOP PLATE OF THE WALL BELOW W/ THE EDGE NAILING PATTERN SPECIFIED IN SHEAR WALL TABLE '''.,�„'..•' A�-B5 CLIP 2x BLOCKING DROP TOP CHORD OF TRUSS TO AGGEPT 2X6 OUTLOOKER Ibd NAIL EA. SIDE CHORD TRUSS. TRUSSES OR TRUSS OVER RAFTERS PER S.W. TO HAVE PLYWOOD ROOF PLAN BLOCKING AT SHEATHING I6" O.G. ROOF SHTG -NAIL PER SHEAR WALL SCHEDULE GABLE -END TRUSS PER PLAN " 8d ®6 O.G. TRUSSES TRUSSES OR RAFTERS PER PLAN 2X BLKG. W/ 16d ®8 �� O.G. � VENT HOLES PER PLAN (RIP BLK'6.) A35 G. ® 24" CONTINUE OVERHANG 8 SHEAR WALL FASCIA TO ROOF SHEATHIr SGHEDULI SHEAR WALL PER SCHEDULE S��iZ J��LL ��iz�L1.�L TO TfiZUss 2X STUD WALL 16" O.G. �� TY�. S��i�J��LL TO i�00� GO�I�I�GTI Oil SIM ANc SHEATHING 8 NAILING PER SHEAR WALL SCHEDULE OVERHANG � FASCIA 2x STUD WALL ®I6" O.G. TYfi�'I GAL S��fi�Y��L� TO fi�00� GO�I�I�GT IO�I STHn �OLnOWN C� �OU�In�TIO�I SG,4LE: N.T.S. PLYWOOD ROOF SHEATHING 2x4 BLOCKING 2x6 BLOCKING BETWEEN TRUSSES. NAIL BRACING TO BLOCKING W/ 4-Ibd (2) Ibd EACH END OF BLOCKING TO TRUSSES TRUSSES PER PLAN 2x6 V -BRACE ®8'-O" O.G. (2) 2x TOP PLATE A35 ANCHOR V -BRACE TO WALL PLATES 2x STUD /SHEAR WALL PER SCHEDULE 5�� Y��L ��n I GUL�� TO TRUSS SG?�LE: N.T.S. r A 12871 I\\/> REGISTERED ARC+ -I I TEGT MIGH L W YNE JOHNSON STATE OF WASHINGTON ^ Ir.JT N °° 1J �-�-i C/� � � T ^ 1 � � M O c� ►� V U � o W Q � rO V J � �' � � r^ �./ J I� -� W� oYj U Z W � z U� � 0 ^(nz W i- m }r� 0 O �� Z S�� N mW��r +� U -� �� N ��/W � Z VJ •� O � V� m � �, � �� O a� p BLD2021-0009 � LOT 3 1004 WALNUT date: 4-IG-ZO permit: revisions: drawn by checked �by LMD : MWJ � i---i � � T I O 3= I RECEIVED Apr 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SG?.L�: N.T.S. SG?.L�: N.T.S. SG.4LE: N.T.S. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE F'REGEDENGE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETG. 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 PULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. ROOFING MATERIAL FINISH PER ELEVATION ON 7/I6" OBS SOLID GDX 24-0 PLYWOOD SHEATHING; Sd ®6"O.G. EDGE Sd � 12" O.G. FIELD (7/16" OSB AGX PLYWD ®EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH 8d NAILS, U.N.O. 24" CARDBOARD BAFFLE ALLOW FOR I" AIR SPACE MIN. EXTEND 12" ABOVE INSULATION. SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED / TO WEATHER � /�`1 TOP PL. IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'6. W/ ' 2"� SCREENED VENT HOLES WITH I/4" CORROSION RESISTANT METAL MESH COVERING FIN. FLR. (2) 2x TOP PLATE, LAP GOR OFFSET END JOINTS BY 48" �46" OSB. OR PLYWD. SHEATHING. NAIL 6" EDGE, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 2x STUDS ® 16" O.G. TYP. SIDING W/ WEATHER RESISTANT BARRIER BEHIND SEE PLAN FOR SIDING TYPE 2x BOTTOM PLA 2x12 BLOCKING BETWEEN RAFTERS —� PROVIDE lie" MIN. BEARING AT RAFTER ENDS 2x RAFTER SIZE d SPAGING PER PLAN � RIDGE BEAM PER PLAN 2x BLOCKING, W/ VENT HOLES, FROM ROOF SHEATHING TO WALL TOP PLATE "SIMPSON" HI CLIP � RAFTER TO TOP PLATE GUT TAILS TO MATCH TRUSSES � TYP. R��T�R �R�1�I�lG C� I SCALE: N.T.S. z i N APPROVED TRUSSES BEARING MANUFACTURER'S SEAL. SEE ROOF FRAMING PLAN FOR SPAGING INSLULATE PER WSEG Y I �l� �R�� FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS FLOOR JOISTS, SIZE AND SPAGING PER PLAN %2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER � WALLS AND CEILINGS � I �I 1�C� �R�� FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS "X 10" ANCHOR BOLT W/ 3"X3"X I/4" PLATE WASHERS � 48" o.c. NO LESS THAN 4�" � NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETG. 7" MIN. EMBEDMENT INTO GONG. EXCEPT � SHEAR WALLS -SEE SHEAR WALL NAILING SCHEDULE. 5/8"X 10" ANCHOR BOLT W/ 3"X3"X I/4 " PLATE WASHERS � 48" o.c. NO LESS 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. 2x P.T. SILL � �� #4 GONT. HORZ. TOP d � � a � � #4 STUB UP � 48" O.G. � W/ STD. HOOK a EXTEND 14" MIN. INTO WALL � ° 3" MIN. GLR. TYP. #4 GONT. � IN FOOTING SEE FOUNDATION PLAN FOR FT6. /FDN. SIZE ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL WALL GREATER THAN 4'-O" PER PLAN 2 STIR . �OU1�lI��T I Oil I7�T� I �. � SCALE: N.T.S. PER IRG R403.1.3 #S 3/4" TAG PLYWOOD SUB -FLOOR (GLUED � NAILED) NAIL 6" EDGE, 12" FIELD W/ IOd NAILS. FIN. FLR. 2x RIM JOIST 2x P.T. SILL z 4"� D.S. TI6HTLINE, POSITIVE � DRAIN TO STORM SYSTEM � 9I° ° INSLULATE PER WSEG � � �� FIN. GRADE TO SLOPE AWAY FROM BUILDING z_ ��\\\/\\\\ � \/\\ \ 4PJ" MP�X. SEE FOUNDATION PLAN- FOR BEAM SIZE ff � UNB�LP�NGED � POST SIZE /SPAGING Z � �\ o o �o O (TALLER WALLS PER PLAN) GO# FELT � ,//, \/�o�0 000 dJ \ j�000 ° o� \�� 00 � z � 6 MIL. POLY VAPOR BARRIER �o ° °, � �� o ° �� - m � ALL RE I NFORGEMENT v 4"� PERF. FOOTING DRAIN TILE MUST BE TIED IN PLACE I I W/ CLOTH COVER � GRANULAR FOR FOUNDATION INSPEGITON COVER AS REQ'D. BY SOIL CONDITIONS SEE FOUNDATION PLAN � FOR FTC. /FDN. SIZE REBAR PLACEMENT PER ALL FOOTINGS TO BEAR ON PROVIDE DRAIN AT LOW DETAIL �2 �4BOVE FIRM UNDISTURBED SOIL POINT OF CRAWL SPACE a a a a 2x SOLID BLOCKING � BRG. WALL ABOVE TYP. FLOOR JOISTS, SIZE AND SPAGING PER PLAN 2x4 GUSSET EA. SIDE z - "SIMPSON" A24 CLIP � P05T TO GONG. cV � SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL HANDRAIL: GRIP I%4" - 2" � PROJECTION FROM WALL NO LESS THAN I%2". OPEN RAIL: OPEN SPACE BETWEEN PICKETS SHALL BE LESS THAN 4" CLEAR - m I m 2X4 STOP 2-2X HEADER FLOOR JOIST FIREBLOGK STAIRS: ONCE IN TOP � BOTTOM OF RUN BETWEEN STRINGERS � ALONG RUN BETWEEN STUDS USABLE SPACE UNDER STAIRS TO BE I HR FIRE CONSTRUCTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR CEILING) II II II II II II II II/ \\ NOSING NOSH � �RGH I TEGTS GENERAL NOTES: I. All construction per applicable codes and ordinances. 2018 IRG, IBG. 2. Verify 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. 7. Owner will verify electrical and heat layouts with installer before installation. 8. Under all parallel bearing walls, use double joists or as noted on plan. Double joist (or extra TJI) under all non - bearing parallel walls. G. TJI products to be installed per manufacturer's installation guide and approved reports. 10. All metal connections to treated wood shall be at a minimum; triple zinc ZMAX (G185 per ASTM A653); Hot Dip Galvanze (ASTM A123 for connectors and ASTM153 for fasteners and anchors. I I. AI I bathroom fans, kitchen hood, and dryer ducts shal I be exhausted through the attic to the roof or through the floor system to an outside wall. All wall ducts shall terminate at least 36" from a window opening. GL I M?�T I G AND GEOGR?�PH I G DESIGN GRITERI,4: TERMITE: SLIGHT TO MODERATE DECAY: SLIGHT TO MODERATE WINTER DESIGN TEMP: 17° IGESHIELD REQUIRED: NO FLOOD HAZARDS: 2003 IGG2 FIRM / HANGER AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 DE51 GN D�T�: \� � STD I R O�T� I L- TYi� I G�� C� I SCALE: N.T.S. GARAGE /LIVING SEPARAT I G TYPE "X" GYPSUM WALL BOAT RT CEILING /WALL 4" GONG 4" GRANI .� 1_.�- - ._�� -y I TYi� I G�� IV�iI�� S�GT I Oils C� I SCALE: N.T.S. 3-2x12 � STRINGERS p lX d 2 2X4 BLOCKING z (FIRESTOP) � c0 FIREBLOGKS ST,41 R NOTFS: RISER HE 16HT = 7-3/4" MP�X. TREf�D DFPTH = 10" MIN. REAR PER DETAIL #2 ABOVE 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 CONCRETE: 2500 PSI AFTER 28 DAYS (5%2 SACK MIX) -3000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT I S BETWEEN 5-790 (TABLE 402.2 IRG) MASONRY : PER 2018 IBG STEEL : PER 2018 IBG (GRADE 60) WOOD : PER 2018 IBG NAILING PER 2018 IRG NAILING PER TABLE R602.3(I) WIND: 85 MPH SEISMIC: ZOME - D V =see design calculations(Wdl) WEATHERING POTENTIAL: MODERATE FROST LINE: 12" E.F.P.: 45 PSF 4" BEAM: DOUGLAS FIR #2 fv = 180 fb =GOO PSI E = 1,600,000 6" BEAM: DOUGLAS FIR #2 fv = ISO fb = 875 PSI E = 1,300,000 4" POST: DOUGLAS FIR #2 Fc II = 1350 PSI E = 1,600,000 6" POST: DOUGLAS FIR #2 Fc II = �00 PSI E = I ,300,000 JOISTS � RAFTERS HEM FIR #2 d STUDS: fv = 150 fb = 850 PSI E = 1,300,000 GLU-LAM BEAMS: fv = 240 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: TAG PLYWOOD OR OSB APA RATED STUDD-I-FLOOR 16" O.G., 3/4" WALL S ROOF SHEATHING: APA RATED SHEATING 24/16 7/16" �71 F2EG I Sl"EREIJ ARCH I TEGT MIGH EL YNE JOHNSON STATE OF WASHINGTON ^ ��.JTJ N °° �-�-I C/� � � L J r---1 1 � M M o � U U �o �� O W Q� V z� C� V � U� I --I W � � U z� W � ,,��// F-�� M 0 0 ^(�z W m }r� 0 O '� � I S�� m��r +� U -� � �� N � � z� O m �� .. p BLD2021-0009 � LOT 3 1004 WALNUT dGItP : 4-Iq-zo permit: revisions: drawn by G%1eGiGed �by: LMD M1NJ � �--i � � T I O� I RECEIVED Apr 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L