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APPROVED PLN FIR BLD2021-1719+Architectural_Plan+12.21.2021_1.16.44_PM+2586033YVrltten dlmenslons on this drawing shall have prer-adonco ovor scalod dlmenslons. Gontar-tor shall verify all dlmenslons, r-onditions, eta., pertaining to the work beforo pror-eeding. The Owner must be notifled of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to pror-eeding with the work, or the Gontrar-tor shall aGGept full responsibility for the r-ost to rer-tify same. gHO NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, PAINTED OR CEDAR. 2. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 5. GLAZING PER STATE ENERGY CODE. 4. SEPERATE PERMITS ARE REOU I RED FOR FENCES, PLUMBING, MEGHAN I GAL, AND ELEGTRIGAL. 5. PROTECTION FROM DECAY 15 REOU I RED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE GONGRETE STEPS, PORGH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFAGES EXPOSED TO THE WEATHER 6. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. -7. S.G. = SAFETY GLASS 01-25-2022 Plan Review CONDITION: 13D fire sprinkler system required due to square footage. Flow through system recommended. (EMC 19.05.020, B, 2) DFM Burt Approved DFM ahris gust South County Fire Date: 01 /25/2022 APPROVED BY PLANNING ,(At�"_ /V1_%__ May 02 2022 ;SEPERATE PLUMBING PERMIT REQUIRED FOR THIS PROJECT. City Of Edmonds Building Department Work SFR Address 7922 203R ST SW LOT2 Owner SELECT HOMES Approved Date 2/08/2022 Building Official : /7 W. X OfAALIL ------------------------------ Permit Number ---------------------------------------------- ------------- BLD2021-1719 OBTAIN ELECTRICAI PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST B ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE FRAME -OUT CABLE ENDS FkO N T E2.2 L.E2.2 R � 71 O 1 LL/Tll`L T�I LT[ I LI V WHERE SHOWN SEE GENERAL NOTES SCALE: 1/4" = I'-0" i���iR. �L.r=\/�T 10N SEE GENERAL NOTES SCALE: 1/4" = 1'-0" BARGE BOARD W/ IX5 TRIM ,NLL CABLE ENDS MAXIMUM BUILDING HEICEPH7 ® 451.�i5' RUCTURE ® 451.16' !n I JPPER FLOOR P.L. PIN. PLP, UPPER MAIN FLOOR P.L. Z. MAIN a 428.00' . 5aUAf;,:'F- f00-I-A0F_s TOTAL- 5252 C�AF,ACS- E l 48 5-7& ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" AND TO BE ON A CONTRASTINC-� BAGKC�ROUND PER I RG 51q.1 L. e N 0 0 N � r-HSJINTI OTGE+ETiRNOGSENT r-OD NI VJ U0 w � W `—' z 0 U H U �U O V J � N � 00 U U WN00 W r r m � r >� 0 << mDp u� z � a IN in Z IN CJ .n co 0 Z 0 N �jll m 1L - 0 N � n 0 i date : 12-21-21 permit: revisions: drawn by checked by: MWJ � H EEE� T /iligigs I BLD2021-1719 RECEIVED Dec 28 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M, U) 0 co N N 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. FLOOR P.L. MAIN FLOOR P.L. NOTES: I. ALL WOOD EXPOSED TO NE,ATHER SHALL BE PRESSURE TREATED, FAINTED OR CEDAR. Z. CP.ULK AND SEAL ALL NINDON/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. S. GLAZING PER STATE ENERGY GORE. 4. SEPERATE PERMITS ARE REQU I RED FOR FENCES, PLUMBING, MECHANICAL, SAND ELEGTRIGP.L. S. PROTECTION FROM DEr ,AY 15 REQU I RED FOR ALL NOOO S 1 D I NG AND NALL FRAMING LESS THAN Z" ,ABOVE GONGRETE STEPS, PORGH SLABS, PATIO SLABS, AND SIMILAR HORI ZONTAL SURFAGES EXPOSED TO THE NEATHER 6. REFER TO ALL ELEVATIONS FOR T'rF`IG.AL NOTES. -7. S.G. = SAFETY GLASS f=LA5H I NG NOTE ,APPROVED CORROSION-RES 1 ST,ANT FLASH I NCB SHALL BE .APPLIED SH I NC�LE FASHION IN SUCH ,A MANNER TO PREVENT ENTRY OF N,ATER INTO THE NALL C ,AV I TY OR PENETRATION OF N,ATER INTO THE BUILDING STRUCTURAL FRAMING COMPONENTS THE FLASH I NC-2 SHALL EXTEND TO THE SURFACE OF THE EXTERIOR NALL FINISH. APPROVED CORROSION RESISTANT FLASHINC-2 SHALL BE INSTALLED AT THE FOLLONINC-2 LOCATIONS: I. EXTERIOR NINDON .AND DOOR OPENINGS. FL.ASHINC� ,AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR NALL FINISH OR TO THE NATER RESISTIVE BARRIER FOR SUBSEQUENT DR,A I N,AC�E z. .AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY GONSTRUGTION KITH FRAME OR STUGCO N,ALLS S. UNDER AND AT THE ENDS OF MASONRI', WOOD, OR METAL GOP I NC,S ,AND SILLS 4. CONTINUOUSLY ,ABOVE ,ALL PROJECTING WOOD TRIM E. NHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A NALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION 6. AT NALL AND ROOF INTERSECTIONS -7. AT BUILT IN (- UTTERS R I GHT EE1_EEVA71 Oil SEE GENERAL NOTES SC ALE: 1/4" = 1'-0" L-EE�T E7-:L��i46�71 Oil SEE GENERAL NOTES SC ALE: 1/4" = 1'-0" L e N 0 I ,� 12871 I\\I RE0I5TEREL7 GTARGi TE MIG-L EO'7 STTEOAW.INGTo. V J V M w � W V z U GNU M C m O 1- m� O CO 0 co IN IN < N a� 1 L I date: permit: OG-16-16 revisions: drawn by �heciced by: MNJ BLD2021-1719 RECEIVED M. U) co C) N N Dec 28 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 Gondition5 shown on these drawings. Any such variation shall be resolved by the Owner prior to prOGeeding with the work, Or the Contractor shall aGGapt full responsibility for the cost to rectify Same. SHEAR NOTE: I. SX MATERIAL CAN BE USED FOR ALL MUIDSILLS 2. SET A DOUBLE 2X STUD BEHIND EVERY STHD14 HOLDOWN GALLED OUT ON THE FOUNDATION PLAN. SET HOLOOWN 1/2" MINIMUM AWAY FROM WALL CORNERS, WINDOW AND DOOR HEADERS. IT 1 S IMPORTANT THAT THE FOUNDATION GONTRAGTOR HAS THE MAIN FLOOR PLAN SHEET TO PROPERLY LAYOUT HOLDOWNS. S. A M5T48 STRAP WITH (2) 1/2" BOLTS INTO THE FOUNDATION IS A PROPER FIX FOR A M I SPLAGED STHD 14 HOLDOWN. NOTES: ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR CEDAR. PROVIDE CRAWL DRAIN a LOW POINT IN GRAWLSPAGE. SOLID BLOCKING UNDER ALL BEARING WALLS. SLOPE ALL GONG. STOOPS AND/OR PATIOS 1/4" PER FOOT AWAY FROM DOORWAYS. — — — — — BEARING WALL ABOVE 111*-� c O A "yam L 49 4" GONG. SLAB ON 4" GRAVEL FILL ON COMPACT EARTH SLOPE 1/4"/FT. #4 STUB STEEL a 18" O.G. MAX. NO 0+ P`Q�'' _ () �e 1� �� J S7'-0" PI-8" PI-3" (2) 2X STUDS (2) 2X STUDS S PLATES S PLATES PI-3" (2) 2X STUDS S PLATES 20'-0" PI-S" (2) 2X STUDS 6 PLATES -7'-01I N. 4fj P - (2)2X 5TUz>S �/ P6 — 7 _ L FfLATES— STEP STEP N. FDTN. FDTN. DEPTH OF JOISTS) (DEPTH OF ---- ----------------- HANG FLOOR JOISTS OFF 2X MUDSILL NIT m STEP NO SIMPSON Z-MAX HANGERS PTLD ® POST -1823I # FDTN. I �+ P-Q O I WHERE JOISTS ARE INSIDE THE FOUNDATION WALL I500 PSI (DEPTH OF JOISTS) Oj 2 �� U• tK� T'fPIGAL_ 12.15 =42" X 42" min — PAD REQUIREDN� — J Gi�J�ILSPG� O ��J �� ij+ r N 6 MIL. BLACK VAPOR OP OF FTO. ER TO TALLL �+ (j ��� Y W/R12I LAP SEAMS a �j TYPIGAL O? O N IB" MINIMUM GRAWLSPAGE PAD J W/ (2) #4 E.W. l� X t- 12" MINIMUM UNDER BEAMS 4" GONG. SLAB ON — — — — — — — — — — — — — 24X24Xb GONG. �� N 4GRAVEL FILL ON m GOSLOPET - I /4"/FT. #4 STUB STEEL a 18" O.G. MAX. I I tea s#Da J L J L J L- J L J L J L L J W 2 _o, iO 4'-4" 4'-6 4'-6" 4'-6 4'-b" 4'-II" 4'-11"O4,1 N �: N J " O +NQ.� T-i O I(1 m m �� 2_ 0��� O7 STEP FDTN. OUNDATION VENTS - (DEPTH 18 "x6 " SCREENED _ T OF OF JOISTS) (q) REQUIRED �1 r I � O F — L N ®O DF pa I -- -- -- F— —_1 ----------- ------ 2'-0" L—J L_ =a� - NI I� 1 1. m diQ Oj - 3'-II" 4'-6" I''-6 2- S "XS6' MIN.------------ » —-- — \� a�0 ON .LANDING I J -1 F -1 F -1 4XIO� N� � a o F#� I O -2 lb"x24" GRWL. T� / (Yi 32" DOOR G BLOKOUT l� (� ACCESS m �I INSUL g W.S. L$ J o o N 0 I m _1 F I " GO G. UND W TION ALL _ 4" (fONG. SLAB ON STEP I I TYPIGAL "x-1" CONT. CONO. FOOTING 4" GRANULAR BED ON TAMPED GRADE FDTN. (DEPTH J C O SLOPE B" TO O.H. DR. OF JOISTS) XIO =� ml m� TYPIGAL L-----I --- � D I f� ry a _J� --ram Nm o �� ---- �_J W I 44 GRAVELSFILLB ON COMPACT -I �/ J SLO E 1/4 /FT. 4 STUB STEEL O _J 0 ®18" a.G. MAx.+�I FDEP /045,00+,,�., (DEPTH OF JOISTS) Oa GONT. FOOTING a O.H. DOOR T-1 --------- — EDGE OF SLAB (2) 2X STUDS (2) 2X STUDS = --------- GONT. FOO I NG S PLATES 6 PLATES O L 0H. D OR �T T ---------® ------� T EDGE OF AB / Ni 'I-2" 2X ST. B PLAT FOUNDATION VENT G,4LGUL4TION I'-10-L" 1456 SOUARE FEET - 4.-7q SOO .5-7 R.O. (q) VENTS REOU I RED * * * SHEAR NOTE : SEE SHEET L I FOR SHEAR 1NALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, -$ DETAILS. H0LD1::>0NN SGHEEE >ULE MARK HOLIDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP THICKNESS/SPECIES REOU I RED T- I STHD 14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-5 MSTA�6 (26)-IOd (2) 2X4/2X6 STUDS HF/SPF 2 2X4 2X6 STUDS T-4 MSTG48BS (S8) -1 Od HF/SPF T-5 HD 7B (S)_ �/4" 5-1/2" MIN. SSTB28 (-7/,5 " DF/SP MIN. 24-7/8 EMBEDMENT I I-2-- " (2) 2X S O2 TIPLAT - - - - - - - - - - - - - IN - - - - - - - 1 '-4z" 16'-5" R.O. I J8PLAT WHIMN11111111 W 0 A A-8 OU1�lI�T I ON F1_A'N, 12b-f 1 REGISTERED ARGI-11TEGT I"(IGH EL YNE JOHNSOJ STATE OF WASHINGTON U00 M, M U z O v J 42 C!J 00 N �LLn U U U 00 () G O 00 m d r t- O < �0 � m�z (w \z mz ~ � O CIO co 0 IN > N J 1 date: OG-16-16 permit: revisions: O3-Oq-18 drawn by checked �by: MWJ BLD2021-1719 RECEIVED Dec 28 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M, 17) N�N co C) N SEE CGENERAL NOTES SCALE: 1/4" = 1'-0" Written dimension5 on this drawing shall haves pr®cadonco over scaled dimon5•on5. Contactor shall vorify all dimonSion5, conditions, etc., pertaining to tho work before proca®ding. 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. INOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS a I6" 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- I O 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 20gO OR R612.5 SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOGIGING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 1.75 GAL/MIN. EXHAUST FANS LARGER THAN 50CFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' GOMBUSTI ON AIR REOU I RED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING WALL BEARING ABOVE FLOOR LINE ABOVE PT. LO. POINT LOAD ABOVE ABV. t MULTIPLE 2x STUDS a POINT LOAD O SMOKE DETEGTOR IIOV INTERGONNECTED W/ BATTERY BAGK-UP. PER I RG 514 OGAR -BON MONOXIDE DETECTOR PER IRG 515 GARAGE NOTES: 1. 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. 5. DOOR BETWEEN GARAGE AND RE5I1:?ENGE SHALL BE-5/8" MINIMUM THICK SOLID WOOD OR STEEL WITH SOLID OR HONEYCOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED WITH A SELF CLOSING DEVICE. 4. DUCTS IN GARAGE AND OUGTS PENETRATING THE WALLS OR CEILINGS SEPARATIOO 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 + 10" PLATFORM OF 2 LAYERS 5/4" PLYWOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +10" MINIMUM ABOVE SLAB. F I REPLACE NOTE: O' CLEARANCE F I REPLACE W/ DIRECT VENT FAGTORY BUILT F I REPLAGE SHALL BE INSTALLED PER MANUFACTURER'S SPEGIFIGATIONS AND SHALL HAVE APPROVAL LABEL ATTAGHED 5/8" TYPE "X" GWB TO ROOF SHEATHING F I REPLACES a STOVES MUST BE D.O.E. APPROVED a BE TESTED, CERTIFIED 4 LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. *** SHEAR NOTE: SEE SHEET L I FOR SHEAR NALL NAILING SCHEDULE, ff DETAILS. HOLDDONN 5(f HEDULE MARK HOLDONN/ FASTENERS WOOD MEMBER ANCHOR STRAW THICKNESS/SPEC-1 ES REOU I RED T- I STHD 14/14 RJ 24-1 &d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 M5T48 (S4)-16d (2) 2X4/2X6 STUDS HF/SPF T-S MSTASb (26)-IOd (2) 2X4/2X6 STUDS HF/SPF 2 2X4 2X6 STUDS T-4 MSTG48BS (S8)- I Od HF/SPF T-5 HD1B (S)_ S/4 5-1/2" MIN. SSTB28 (-7/8") DF/SP MIN. 24--7/8" EMBEDMENT r 1. TOP OF NINDONS - AT MAIN FLOOR >� TO BE AT 8'-0" UNLESS OTHERN15E NOTED 13 nv 01 !P I L I PANTRY I i •111111 GOVEREa ----PA­TTOF- GONG lU ji 00FL I o�� IU Q 12080 SLID NG 0LA55 DOOR 2X STUDS 6 PLATE5 r , 1 1'l1 1 1II11 r S-7'-0" O\/�ALL I SING E PI-3" I HUNG (2) 2X STUDS 6 PLATE I i(2) 2- STUDS (2) 2X STUDS I B PLATES 6 PLATES x I X m ry LINE OF FLOOR ABOVE II II II I FOR ALL HEADERS, BEAMS, JOISTS, AND I I o I � II II MUDROOM I� SINK DW H.S. O / I I W/ DISP. 4068 H.S. OVEN r zI -FOLD � GOOKTOP M I GRO 100 (-,FM -1 O 01 O OPT. X QNtuv PAS— --- O L REFC�L cv 2 E5 HEAT 13DETECTOR j 0 �l 5" STEEL BOLLARD UP TO BO' MINIMUM 0 0 2'g x3f7 Ai�IG I !L GONG A�GE�scS � �--BUJ � � I INS ff WS Z Q � 0 N OF O.H. DOOR (v _LINE IN UPRIGHT POSITION LINE OF O.H. DOOR O- I I I I IN UPRIGHT POSITION I I I I I I I I i L-I 5050 O.H. GARAGE DOOR ELEG. HEAT HWT POST LOCATIONS, SEE SHEET A-5 i�00M 0 H.S. I to SINGLE GJd6 (2) 2X STUDS B PLATES -7'-0" PAIR 1- 0 ALAS w DOO Q(S.C-2.) J I � I m � 0 W W Gov>=tea O (3 0 Q PATIO Q J N Z W X GONG Q<�Q�DL T<Nm WW�Q< I 5'-01. 56" OPEN RAILING 0 2 4 5 G, g G 10 I I a " - ER m 0 6oso I I �I I DIRECT VENT "I, ----- PI$S 9 �I` — — Q 4068 I N 18"x24" SPACE (V 3 6 O N I -FOLI AGGESS INSUL 8 W.S.IL 1 v �B ro III m t� 0 0 Q� I 266o III 5,_6„ N I Q \ r I OD O 0 m on. DEN/ - o O GUST tit W Q n El CARPET x J "a �0 zI< ryw m% POWDER GOB/ PO RED GH H.S. 50� ONG III 6GF o- 54"x60" IIIII OWER /. ON S. .0 TG' — —t 1-I" PI-2" PI-2" (2) 2X STUDS B PLATES (2) 2X 5TUD� B PLATES - 0 16000 O.H. GARAGE DOOR 16 O 1640 5016 SO O 5060 IC-. PI P G. (S .) HU G HUNG ( ) 2x STU s PLATE s (EGRE S) (EC- ESS) -0" (2) TX STUE IS,—�"—�" C2 2X S DS b PLATE 6 PLA S Fes'-O" I I '-0" 57'-O" OVERALL I' FLOOR f=LAI N A A-8 eC,ALE: 1/4" = I'-O" 128-II \ REGISTERED \I Ai2GHITEGT MIGH EL YNE JOHN50NI STATE OF WASHINGTON V J U00 M 00 U OU H Q U� N 00 u ' l Q � � x 00 N1 0 0 m � r O >Q 0 < m� O co 0 co 0 N TNT VJ date: 09-16-16 permit: revisions: OS-OCI -10 drawn by G%1PGiGe by: MNJ �EHEE =T BLD2021-1719 RECEIVED Dec 28 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Mi SEE GENERAL 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 NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS a 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 DF#2 UNLESS NOTED OTHERNISE. FUR -OUT HEADERS TO MATCH 2 X 6 NALLS. ALL EXTERIOR HEADERS MUST BE INSULATED KITH R-10 INSULATION PER NSEC FOR NINDONS KITH OPERABLE OPENINGS MORE THAN -72" ABOVE THE FINISHED GRADE OR SURFACE BELON, THE LONEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN NI NDONS NHERE A 4" SPHERE MAY NOT PASS THROUGH OR NHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2OgO OR R612.5 SOLID BLOCKING UNDER ALL BEARING NALLS. TUB/SHONER UNITS SHALL HA\/E FIRE BLOCKING BETNEEN NALL STUDS AND NATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING NINDONS NITHIN +72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOVER FLON IS LIMITED TO 1.75 GAL/MIN. EXHAUST FANS LARGER THAN 5OGFM MAY BE CONNECTED TO 4" SMOOTH NALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER KITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING NALL BEARING ABOVE FLOOR LINE ABOVE PT. LD. ABV. , t POINT LOAD ABOVE MULTIPLE 2x STUDS a POINT LOAD SMOKE DETECTOR O IIOV INTERCONNECTED N/ BATTERY BACK-UP. PER IRG 314 OCARBON MONOXIDE DETECTOR PER IRG 315 SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, -$ DETAILS. D-I/tom"xl1" G.L.B. 24F-V'4 Iq'-O" LONG G 1 RDER TRUSS DRAG STRUT B-2 8-5/4" X 18" X� .L.B. 24F-\/4- AE3\/. PLATE -i - IL :3TOVi c7Vi199OTc�THASQ Q9-1-1ATeVi l Hie OT c7Vi 199OTc THASIQ 9O T=fO 0001 ViAHT eeHf-J SIO9 NO-1-1A OT eH[eeWRT SIOO-J9 EHT MIHTIN Aa-9A ME59O "9.1 EleU JSII 5RE9 QOON SRO Q,5`iAO8.1.1AN MUe9YcE) HJViI .13.1.1AS�A9 z.1E3HA9 .1A-'RUTJURTZ .JAEle .Q3TAJIQViI 3�3HN eE1eeUS�T 3HT OT 3HT TVi3VEI79 OT eE[-IOH C10A e9Ac� .1.JA 3>OMe QV1A eHfeeAz-) TOH HO QAHI f9e 4XIO DF#2 BLOCKING UNDER TOP PLATES AT THIS AREA- STRAP 5-1/8" X 18" G.L.B. TO EACH BLOCK AT THE STUD BAY WITH MST48 STRAP L00Fk 12571 REGISTERED ARGFI I TEGT MIGH EL W YNE JOHNSONI STATE OF WASHINGTON V J VT� U M O 00 r� G\ Q U O H� z U r ^ V J 0 U r ^ pp 00 U � � x 00 r M 0 0 00 r- m � W r 60 <O� N � -CWQ mtO 1- In n N L Z J co m� 0 co o � co zC) o < N N L I date,-: Oct-16-16 permit: reVI510Y15: drawn by: checked by: MWJ BLD2021-1719 RECEIVED M U) 0 0 N N SEE GENERAL NOTES SCALE: 1/4" = I'-O" Dec 28 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written dimensions on this drawing shall have precedence over scaled dimensions. Gontactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Gontractor shall accept full responsibility for the cost to rectify same. A -b NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS (o 16" O.G. TYPIGAL. ALL HEADERS TO BE 4 X 8 OF#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 OPEN I N(�S MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFAGE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXGEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTEGTION OEVIGES ARE PROVIDED PER ASTM F 20ci0 OR R612.5 SOLID BLOGKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOGKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INGLUOING WINDOWS WITHIN +72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 1.75 GAL/MIN. EXHAUST FANS LARGER THAN 50GFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX OUGT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' GOMBUSTI ON AIR REQU I RED FOR ALL FUEL BURNING APPL I ANGES LEGEND: BEARING WALL — — — — — — BEARING ABOVE FLOOR LINE ABOVE PT. LO. POINT LOAD ABOVE ABV. t MULTIPLE 2x STUDS a POINT LOAD O SMOKE DETEGTOR IIOV INTERGONNEGTED W/ BATTERY BAGK-UP. PER I RG 514 OGARBON MONOXIDE DETEGTOR PER IRG 515 SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NAILING SCHEDULE, $ DETAILS. TOP OF WINDOWS AT UPPER FLOOR TO BE AT -7'-0" UNLESS OTHERWISE NOTED IF T - � Ino-IN FOR ALL HEADERS, n BEAMS AND O POST LOGATIONS, SEE SHEET A-7 MASTER 60" x 56" Ar n n I O = BEDROOM DROPUBN LINE OF OUTSIDE • I I GARPET WALL BELOW - L � (V I F1 I ' 2'-4" 6'-4" ! 12'-0" III ASTER BONUS N III aAT H.S. z ROOM O = 0 GARPET r cV In n- PN 5040-70 = — — GFM ®FAN — VTO . 0LU� N Z'B"x5611 246a W m 2468 n o) I �I A -XI GI IL z 0 UJ w (V 5ci" TALL WALL W/ WD. GAP r I — — INS 4 WS lov S. z X 0 + O OPTIONAL 56" v O m lL OPEN RAI L ING -------------- (� l W z t1 206g - - 4 6 7 b G 10 II IZ I� 14 IS IC P a S m — 90 z Q� r- - I In 50 GFM o = BEDROOM � O THREE - O GARPET 1" 2'-4" 6'-4" = 12'-0" o�^LWn/ - 00 �uV 0 0-1 � S.D. W �dJN VZ-N .o � 2668 2468 AU RY n N u1> .S. v o � BATH f� BEDROOM Ll I _ WHOL I FANHOUS H.S. TiNO = 0 50 GARPET GFM— FAN !-I VTO Q� I I �n � O LL I Pff S FOUR TUB/SHOWER I CR.o. = 5' 0-%4" GARPET SEE NOTES o O 2468 GO FM NH LE HOUSE FAN OPERA ING GON'TINUOSL IN I AGGOR ANGEITH A HRAE 2.2 I — — — — FRESH AIR TO BE P ff S PRO I DED 1 TH ` T AT OPERABL WS HOLDDONN SGI-IEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I C-KNESS/SPEC-I ES REQU I RED T-I STHD14/14 RJ 24-I6d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (E34)-I6d (2) 2X4/2X6 STUDS HF/SPF T-S M5TA56 (26)-IOd (2) 2X4/2X6 STUDS +-IF/SPF 2 2X4 2X6 STUDS T-4 MSTG48B5 (58)- I Od HF/SPF T-S HD-iB (S) _ S/4 5-1 /2 " M I N. SSTB28 (7/8 ") DF/SP MIN. 24--7/8" EMBEDMENT A A-8 Uf=f=r=R f`LOOR FJ.._A%N 125571 REGISTERED .4RGi-i TEGT MIGH EL YNE JOHNSONI STATE OF WASHINGTON `./ � U M w L rT1 U Q ��U O H v� N Do U 00 O >O I << � -CwQ � map r u� IN m O Cco 0N co F O N < > N A� W .O L date: O�i-16-16 permit: revisions: OS-08- 18 drawn by G%1PGiGPd by: MWJ SH��T BLD2021-1719 RECEIVED Dec 28 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT i Mi 17) N�N co C) N SEE GENERAL NOTES SCALE: 1/4" = I'-O" Written dimensions on this drawing shall have precedence over scaled dimensions. Gontactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. A -8 ROOF FRAMING NOTES GUT RAFTER TAILS TO MATCH 2x4 TRUSSES GONNEGTORS SHALL BE ENGINEERED BY TRUSS MANUF=AGTURER ROOF PITCH SHALL BE 5: 12 TYPICAL UNLESS NOTED OTHERWISE ROOF OVERHANG SHALL BE 12" U.N.O. 2x6 OVERF=RAMING BEARING BELOW O DS DOWNSPOUT TRUSS NOTE ALL TRUSSES SHALL HAVE: I. STRESS ANALYSIS AND DRANINGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUF=AGTURER'S STAMP ON FRE- MANUF=AGTURED TRUSSES. 3. BRAGED TO MANUF=AGTURER'S SFEGIF=IGATIONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEFT. FOR APPROVAL AND SHALL BE IGEFT ON SITE FOR FRAMING INSFECTION. S. TRUSSES HILL NOT BE FIELD ALTERED NITHOUT FRIOR BUILDING DEPARTMENT AFFROVAL OR ENGINEERING CALCULATIONS. 6. ALL TRUSSES SHALL HAVE 51 MFSON H-1 CLIPS AT ENDS. NHERE TRUSSES ARE PARALLEL TO HALL, USE SIMFSON L30 AT 1-II05FAN. USE SIMFSON STG CLIPS AT NON -BEARING NALLS ROOF VENTING GALGULATION 1844 SOFT AREA = 6.15 SOFT REOU I RED 500 (6.15) X (5096) = 5.08 SOFT MIN. REOU I RED AT EAVES TYP I GAL TRUSS BLOCK HAS (4) 2 QP SCREENED HOLES PROVIDING 6.28 SO. IN. (.044 SOFT) PER BLOCK. APPROXIMATELY (70) VENTED BLOCKS= 5.00 SOFT PROVIDED (6.15 X (509o') = 5.08 SOFT MIN. REOU I RED WITHIN 5' OF THE RIDGE AF50 ROOF JACK VENTS= .54 SOFT EACH VENT PROVIDE (q) AF50 VENTS= 5.40 SOFT PROVIDED F I REPLACE ROOF NO OVERI-IANC�S NO VENTED BIRD BLOCKS AT ROOF - INSTALL (1) AF50 VENT AT F.P. ROOF 2X4 Hf=#2 RAFTERS © 24" O.G. MWWO, WEE&W-A 12871 FZEGISTEFZED .4FZGi-i TEGT MIGH EL YNE JOHNSONI STATE OF WASHINGTON U0 w � W U O H z �U V r ^ u � H +V.� 00 00 r m O >O I << � -CwQ r z t m l Cco o � co z CD o � N N A� W .O L date: O�i-16-16 permit: revisions: drawn by G%1PGiGPd by: MWJ SHE=E=T BLD2021-1719 RECEIVED M, U) 0 0 N N TOTAL VENT AREA PROVIDED = 6.72 SO FT ROOF` CLAN SEE GENERAL NOTES SGALi=: 1/4" = I'-O" Dec 28 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written dimensions on this drawing shall have precedence over scaled dimensions. Gontactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Gontractor shall accept full responsibility for the cost to rectify same. 20 15 NASH I NC�TON STATE ENEF,:C�-i' GODF *ALL CLIMATE ZONF-S (TABLE R40Z.1.1) FENESTRATION SKYLI&HT GLAZED CEILING WOOD FRAMED FLOOR BELOW GRADE SLAB R-\/ALUE U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-\/ALUE R-VALUE WALL R-\/ALUE AND DEPTH Si-IGG 0.28 (FRESGRIFTI\/E 0.50 NR R-4ci R-2 R-50 10/15 R-21 +TB R-10, 2 FEET *TABLE 406.5- ENERGY GRED 1 TS (S 1 NGLE FAMILY) THIS PLAN REQUIRES 6 GREO I TS SINGE IT 15 OVER 1500 SQUARE FEET AND UNDER 5000 SQUARE FEET Oi=T1ON HEATING OPTION 2 HEAT PUMP (ELECTRIC) 1.0 ENERGY PRESCRIPTIVE GOMPL I ANCE 15 BASED .S OPTION ON TABLE R402.1.1 WITH THE FOLLOWING 1.S MODIFIGATIONS: VERTI GAL FENESTRATION U = 0.28 FLOOR R-58 SLAB ON GRADE R-1 O PER I METER AND UNDER ENTIRE SLAB BELOW GRADE R-1 O PER I METER AND UNDER ENTIRE SLAB OR GOMPL I ANCE BASED ON SECTION R402.1.4: REDUGE THE TOTAL GONOUGTIVE UA BY 59 ENERGY AIR -SOURCE CENTRALLY DUCTED HEAT PUMP 1.5 OPTION WITH A MINIMUM HSPF OF 11.0 5.5 ENERGY HVAC EOU I PMENT AND ASSOCIATED DUCT 1.0 OPTION SYSTEMS) INSTALLATION SHALL COMPLY 4.2 WITH THE REOU I REMENTS OF SECTION R405.S.-l. LOCATING SYSTEM COMPONENTS IN CONDITIONED GRAWLSPAGES 15 NOT PERMITTED UNDER TH 1 S OPTION. ELEGTRI G RES 1 STANCE HEAT AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED UNDER THIS OPTION. D I REGT GOMBUSTI ON HEATING WITH AFUE LESS THAN 8096 15 NOT PERMITTED UNDER TH 1 S OPTION. ENERGY WATER HEATING SYSTEM SHALL INCLUDE 2.0 OPTION THE FOLLOWING: ELECTRIC HEAT PUMP 5.5 WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATI NG SPEC I F I GATI ON TOTAL 0.0 CREDITS Sr=GT 1 ON SEE GENERAL NOTES SCALE: 1/4" = I'-O" STORM SYSTEM 12b-!I fiAfPCHITECT7 AR ITEGT MIGH EL Y�-JOH'N'5'O'N'I STATE OF WA51HINGTON V J M 0 w � W Ou ~00~ N 00 WN Q 00 r M O O m r > ownr z� J m7- •� O co co z CD N N 0 L date: Oq-16-16 permit: revisions: drawn by G%1eGiGed �by: MWJ S�3=E:TA45 BLD2021-1719 RECEIVED M, u) 0 co N N 1•z=14:111180yA CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEAR IIIIoNAL.L. SGH=MULE PER 2015 150 ISENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DES16NATORS FOR SHEAR NALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDONNS. LOGATE HOLDONNS AS GLOSE AS POSSIBLE TO THE END OF THE DESIGNATED NALL. ALL HOLDOHN5, ANGHOR BOLTS, WASHERS, $ NAILS IN GONTAGT KITH P.T. HOOD TO BE HOT DIPPED 6ALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD 7/16„ NAIL SPACING TOP 6 BTK ANGHOR5 BLKG. SILL OPTIONAL BASE HEM FIR #2 MARK PLATE 51MP50N MASAP PLATE VALUE PLYWD. EDGES FIELD PLATES ?,,,tail REO'D• NrHOR BOLTE, ANGHOR5 NAILING (#/LF) PI-6" ad 6" 1211 6" 18" O.G. 2x4 5/8" @ 48" a 48" 4 ENDS (2) Ibd @ 10" 240 PI-4" ad 4" 1211 4" 16" O.G. 2x4 5/8" @ 32" @ 30" $ ENDS (2) 16d @ 7" 34q PI-3" " 8d 3" 1211 3" 14" O.G. (2) 2x4/6 5/8" @ 24" @ 24" d ENDS (2) I bd @ 5" 450 PI-2" ad 2" 12" 2" 12" O.G. (2) 2x4/6 3/4" @ 24" @ 18" 4 ENDS (2) Ibd @ 5" 555 P2-6" ad 6" 1211 6" 10" O.G. (2) 2x4/6 5/8" @ 24" N/A (2) Ibd @ 5" 480 P2-4" Sd 4" 1211 4" 8" O.G. (2) 2x4/6 3/4" @ 20" N/A (3) I bd @ 5" -100 P2-3" ad 3" 1211 3" 8" O.G. (2) 2x4/6 3/4" @ 16" N/A (4) I6d 0 5" q00 P2-2" 8d 2" 1211 2" 8" O.G. (2) 2x4/6 5/4" @ 12" N/A (4) 16d @ 4" 1170 "NOTE: HALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS 4 PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS OR (2) 2X MEMBERS PER IBG 2018 AND SDPNS-2018 PER 5PEGIAL DESIGN PROVISIONS FOR HIND AND SEISMIC, GHAPTER 4.3.7.1 #4 EXPEGTION; (2) 2X MEMBERS ARE OK IN LIEU OF 3X MEMBERS STITCH NAIL DOUBLE STUDS AND PLATES T06ETHER WITH Ibd NAILS @ 12" O.G. STASERRED ON THE STUD FACE GABLE ENDS TO BE SHEATHED IF SHEAR HALL IS BELOW I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTIGALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR HALLS. SHEAR WALL NOTES 7/16" OSB OR PLYWOOD SHEATHING - USE 8d GOMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTIGALLY. NAIL @ 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPAGIN6 IS SPEGIFIED AT PANEL EDGES, USE 1-1/2" ad SHORT NAILS OR 3X STUDS HITH Sd GOMMON NAILS. FOR 2" NAIL SPAGIN6, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF HALL, JOINTS TO FALL ON SEPARATE STUDS ON EAGH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS @ 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR HALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENIN65 AND EXTERIOR WALLS SHALL BE GROSS BLOGKED AT 45" O.G. @ ED6E5 W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE HASHERS AT ALL ANCHOR BOLTS. PLATE WASHERS TO BE INSTALLED WITHIN 1/2" OF SHEATHING 7/16" OSB OR PLYWOOD SHEATHING - STAPLE SGHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 6A. STAPLES o 15 6A. STAPLES a 14 6A. STAPLES 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-1/2" O.G. - 430#/ft. 3" O.G. - 3q0#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. 6" O.G. - 620#/ft. FIELD 5PAGIN6: 12" O.G. NAILS 4 STAPLES. HOLDONNS - INSTALL SIMPSON HOLDONNS OR USP HOLDONNS AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. PER PLAN, SIMPSON STHDI4 OR USP STAD14 SIMPSON MST56 OR USP MST136 SIMPSON M5T48 OR USP K5T248 SIMP50N HDUS OR USP TDXIO 0/6" ANCHOR BOLT MIN. SIMP50N M5TG48B3 OR USP M5TGB4B3 24" EMBEDMENT, 3" BOLT INTO (3) 2x4(6)) PER PLAN 2x TOP PLATE NAIL 5HEATHIN6 TO HEADER HEADER o 2" O.G. B.W. EXTEND TO END WALL5 (2) 2x STUDS SIMPSON ANGLE CLIPa 45" o.c. TOP 8 BOTTOM I I CBETNEEN ONNECT PLYWOOD EAG STUD AT CONNEC ION W/ 5d NAILS ® 2" O.c. OF LOWER ROOF TO TO ALL STUDS, PLATES UPPER FLOOR SHEAR S HEADERS Et WALL APA RATED 5HTG. TRUSSES PER %" MIN. 24/0 EXP. I PLAN I II STHDI4 WOOD TO CONCRETE ROOF 5HTG - NAIL GONNEGTORS OR PER PLAN EQUAL (3) #4 VERTICALS NAIL PER SHEAR SGHEDULE i i I1 R I - Bx PLATE O2-2X bG. d ® &" O. NAIL 5HEATHING #4 HORIZ. ® 12" TO EACH PLATE ox_ 2X BLKG. W/ I&d FLR. SYS. 3/4" 0 x 10" A.B. ® b" O.G. it VENT PER PLAN W/ 5"X5"XI/4" HOLES PLATE WASHER O STEM — WALL 1 OVERHANG 4 HS ANCHOR ® 4B" O.G. BLOCKING FASCIA GONT. FOOTING 1 ELEVATION VIEW OUTSIDE OF GARAGE SHED ROOF TO OFFSET GARAGE DOOR 4 SHEAR WALL GONNEGTION 77// I,__6 L-I NO SCALE INSIDE OF GARAGE PLAN VIEW OP CONCRETE STEM WALL I LATERAL RESTRAINT PANEL L-I SEE GENERAL NOTES NO SCALE SHEAR WALL SHEAR WALL PER ' SHEAR WALL CALCULATIONS /71 r SIMPSON � STRAP I / I PER PLAN NAIL PER S I MPSON SPECIFICATIONS SHEAR WALL PROVIDE I 4X12 BLOCKING TO HANG OFF 4X6 TRUSS CHORDS L J WITH CONGEALED FLANGE HANGERS WHERE MST 48 STRAPS COME FROM SHEAR WALL ABOVE SHEAR V14ALL AT OUTSIDE V14ALL L-I (TRUSSES PERPEND I GULAR) NAIL BOTTOM PLATE TO TOP TRUSS CHORD BELOW PER SHEAR WALL SCHEDULE RIM FLOOR TRUSS (NOT SHOWN) PER TRUSS MANUFACTURER NAIL 5HEATHING AT RIM LOCATIONS PER SHEAR WALL GALLOUT OF THE UPPER FLOOR PROVIDE FOR 2X4 VERTICAL BLOCKING 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 M5T48 STRAP TRUSSES TO HAVE 2X6 E3LOGK I NG ® 16" O.G. TO ALLOW FOR SHEAR NAILING AT RIM NO SCALE SHEAR WALL PER SHEAR WALL CALCULATIONS SHEAR WALL SIMPSON STRAP PER PLAN NAIL BOTTOM NAIL PER PLATE TO TOP TRUSS CHORD SPEC I F SIMPSON /I BELOW PER SHEAR WALL SCHEDULE IFIGAT I ONS I IR511 1=1 nnR f /' SHEAR ^ALL AT OUTSIDE ^ALL (TRUSSES PARALLEL) RIM FLOOR TRUSS PER TRUSS MANUFACTURER TRUSS MANUFAGTURTER TO PROVIDED 4X6 CHORDS AT MST48 STRAP LOCATIONS FOR NAILING THE STRAPS NAIL SHEATHING AT RIM LOCATIONS PER SHEAR WALL CALLOUT OF THE UPPER FLOOR PROVIDE FOR 2X4 VERTICAL BLOCKING AT 4" AT RIM TRUSS TRUSSES TO HA\/E 2X4 VERTICALS 16" O.G. AT RIM TO ALLOW FOR SHEAR NAILING NO SCALE 1287I \ REGISTERED \I ARCHITECT MIGH EL YNE .1OHNSONI STATE OF WASHINGTON VJ Ur o r 71 G� z ° U O H I` V V J lu U Op •00 ) U z00 � � x r M 0 0 00 1- m W 1- �O� T N � N Z J W m O W m - L.I.Co z CD N O L I date: 09-16-16 permit: revisions: drawn by: checked by: MWJ I BLD2021-1719 RECEIVED M Dec 28 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT iNritten dimensions on this drawing shall have precedence over scaled dimensions. Gontactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. 24" GARDBOARD BAFFLE ALLOW FOR I" AIR SPAGE MIN. EXTEND 12" ABOVE INSULATION.—., 50LID SHEATHING OR GDX PLYWD. WHERE EXP05ED TO WEATHER IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'6. W/--/ 2" SCREENED VENT HOLES WITH 1/4" GORRPSION RESISTANT METAL MESH (fOVERIN6 FIN. FLR. TOP PL. (2) 2x TOP PLATE, LAP GOF OFFSET END JOINTS BY 48" Trb" 055. OR PLYWD. SHEATHING. NAIL b" EDGE, 12" FIELD WITH Sd NAILS UNLESS NOTED OTHERWISE 2x STUDS @ 16" O.G. TYP. SIDING, SEE PLAN FOR TYPE 2x BOTTOM PLATE 2x P.T. SILL FIN. FLR. z- 4"(P D.S. T16HTLINE, POSITIVE DRAIN TO STORM SYSTEM FIN. GRADE TO SLOPE AWAY FROM BUILDING 4"(P PERF. FOOTING DRAIN TILE W/ GLOTH COVER 8 GRANULAR GOVER AS REOV. BY SOIL GONDITIONS 0 ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OB5 SOLID GDX 24-0 PLYWOOD SHEATHING; 8d @ 6"O.G. EDGE Sd @ 12" O.G. FIELD (7/16" OSB AGX PLYWD @) EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH Sd NAILS, U.N.O. Z 7 N HANDRAIL: GRIP I%4" - 2" PROJECTION FROM WALL NO LE55 THAN I%2". OPEN RAIL: APPROVED TRUSSES BEARING OPEN SPAGE BETWEEN MANUFAGTURER'S SEAL. PIGKET5 SHALL BE SEE ROOF FRAMING PLAN LE55 THAN 4" GLEAR - FOR SPAGIN6 INSULATE PER W5EG LI\/ING AREA FIRE BLOCK ALL VERTIGAL OPENINGS IN WALLS AT PLATES AND FLOORS ENGINEERED JOISTS/FLOOR TRUSSES, SIZE AND 5PAGIN6 PER PLAN OR 2X JOISTS i2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER @) WALLS AND GEILIN65 1_I\/INO AREA FIRE BLOGK ALL VERTIGAL OPENINGS IN WALLS AT PLATES AND FLOORS R"X 10" ANCHOR BOLT W/ 3"X3"X" PLATE WASHERS o 45" 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. 2X4 STOP 2-2X HEADER FLOOR JOIST FIREBLOGK STAIRS: ONCE IN TOP $ BOTTOM OF RUN BETWEEN STRINGERS s ALONG RUN BETWEEN STUDS USABLE SPAGE UNDER 5TAIR5 TO BE I HR FIRE GONSTRUGTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR GEILIN6) m t- NOS I N6 HANGER °o 3-2x12 STRINGERS Q LU 2X4 BLOCKING Z (FIRESTOP) d) — F I REBLOGKS STAIR NOTES: S7A I R �ET�t I � — TYF I CAL RISER HEIGHT = —3/4" MAX. 2 TREAD DEPTH = IO" MIN. C� I SCALE: N.T.S. 3/4" T$6 PLYWOOD 5UB-FLOOR (GLUED $ NAILED) NAIL 6" EDGE, INSULATE PER WSEG., 12" FIELD W/ IOd NAILS. �R-35 48" MAX. UNBALANGED (TALLER WALLS PER PLAN) REBAR PLACEMENT SEE DETAIL ON 6-1 GRAY `4L SFAC E SEE FOUNDATION PLAN FOR BEAM 51ZE ff POST SIZE / SPAGIN6 q0# FELT I F I Z 6 MIL. POLY VAPOR BARRIER a ALL REINFORCEMENT MUST BE TIED IN PLACE FOR FOUNDATION IN5PEGITON SEE FOUNDATION PLAN FOR FT6. / FDN. SIZE ALL FOOTI N65 TO BEAR ON BEARING SOIL 7"'F I GAS IIIoNALL SECT 1 Oils 6I SCALE: N.T.S. TOP FLANGE J015T HANGER PER PLAN SOLID B1-06KIN6 BR6. WALL ABOVE TYP. ENGINEERED JOISTS, SIZE AND 5PAG I N6 PER PLAN, 2x4 GUSSET EA. 51DE - "S I MPSON" H6AM I O POST TO GONG. SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTI N65 TO BEAR ON BEARING SOIL n IRE 4" GONG. 4" 6RANI 2x P.T. SILL z_ I ILL 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 @ 45" ox- NO LESS THAN 02" $ 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 5GHEDULE. #4 REBAR (g 16" O.G. HORIZONTAL #4 REBAR @ 48" O.G. VERTIGAL 3" MIN. GLR. TYP. ALL FOOTIN65 TO BEAR ON BEARING SOIL STIR. f!!OUN::�A71 Oil DATA 1 L. 6 SCALE: N.T.S. PER IRG R403.1.3 6 R403.1.3.1 NASH AND ASSOCIATES GENERAL NOTES: I. All construction per applicable codes and ordinances. 2015 IRG, IBG.-2018 WASH I N6TON STATE ENERGY GODE 2. Verify all dimensions on job site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner will verify window alzes 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. -f. 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 walla. q. 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; tripple zinc ZMAX (6185 per ASTM A653); Hot Dip 6alvanze (ASTM A125 for connectors and ASTM155 for fasteners and anchors. All bathroom fans, kitchen hood, and dryer ducts shall be 11. 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 MAT I G AND 67E,065RAPH I G DESIGN CRITERIA: TERMITE: SLIGHT TO MODERATE DEGAY: SLIGHT TO MODERATE WINTER DESIGN TEMP: 22 IGESHIELD REQUIRED: NO FLOOD HAZARDS: 2005 I gcI2 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 DES I GN DATA: ROOF LOADS: LL 25#/SF (SNOW) DL 15#/SF TOTAL 40#/SF FLOOR LOADS: LL 40#/SF DL 10#/5F TOTAL 50#/SF DECK LOADS: LL 60#/SF DL 10#/SF TOTAL 70#/SF SOIL 1500 PSF MINIMUM CONCRETE: 2500 PSI AFTER 28 DAYS (5i2 SACK MIX) -5000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT 15 BETWEEN 5-7% (TABLE 402.2 IRG) MASONRY: PER 2018 IBG STEEL PER 2015 IBG (GRADE 60) WOOD PER 2015 IBG NAILING PER 2018 IRG NAILING PER TABLE R602.30), R802.10 WIND: 85 MPH (110 REDUCTABLE VIA CALCULATION) SEISMIC: SEE GALGULATION PACKET WEATHERING POTENTIAL: MODERATE FROST LINE: 18" E.F.P.: 45 PSF 4" BEAM: DOU6LAS FIR #2 ro BEAM: fv = 85 fb = 875 PSI E = 1,600,000 4 POST: DOUOLAS FIR #2 6" POST: fv = 85 fb = 875 P51 E = 1,300,000 JOISTS ff RAFTERS HEM FIR #2 $ STUDS: fv = 75 fb = 850 P51 E = 1,300,000 6LU-LAM BEAMS: fv = 165 psi fb = 2,400 psi (reduced by size factor, GF*KI) E = I ,BOO,000 ps i NOTE: VARIATIONS FROM THE ABOVE LUMBER 6RADE5 WILL BE NOTED ON THE PLANS. 1. SUBFLOOR: T$ 6 PLYWOOD OR OSB APA RATED STURD-I-FLOOR 16" O.G., 3/4" WALL � ROOF SHEATHING: APA RATED SHEATN& 24/16 7/16" FOOTING FOR : 8" WALL - 18"x 12" FOOTING lb" BELOW GRADE #4 STUB STEEL - 45" o.c. VERT. UNLESS NOTED OTHERWISE 12a'T1 MIGH EL STATE REGISTERED ARGI-I I TEGT YNE JOHN50N OF WASHINGTON WN 00 M U M C) co O � Q C� H �j 00 F W z V■ W1 01 L i Imo` II� Owl F. C N � D-. date: 02-01-21 permit: revisions: drawn by: RO checked by: SHEET I BLD2021-1719 RECEIVED Dec 28 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 C) N