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APPROVED FIR BLD-BLD2022-0746+Architectural_Plan+6.13.2022_8.24.21_AM+2927226Written dlmon5lon5 on this drawing shall hove precedence over 5coled dlmen5lon5. Gontoctor shall verify all dlmen51on5, conditlon5, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimen5lon5 and/or conditlon5 shown on these drawings. Any such voriotion shall be resolved by the Owner prior to proceeding with the work, or the Gontroctor shall accept full re5pon5ibility for the cost to rectify Same. 2X8 BARGE BOARD W/ I X2 TRIM © ALL GABLE ENDS MAXIMUM BUILDING HE 1 GHT a 45ci .5G' HE I GHT OF STRUCTURE a 45-1.3-7' NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR CEDAR. 2. CAUL< AND SEAL ALL W I NDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 5. GLAZING PER STATE ENERGY CODE. 4. SEFERATE PERMITS ARE REOU I RED FOR FENCES, PLUMB 1 NG, MECHAN I GAL, AND ELECTRICAL. 5. FROTECTI ON FROM DEGAY 15 REOU I RED FOR ALL WOOD S 1 D 1 NG 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 TYP I GAL NOTES. 1. S.G. = SAFETY GLASS 07-26-2022 PLAN REVIEW NOTES: APPROVED WITH CONDITION: Approved. A residential fire sprinkler system is required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. 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. DFM BURT ASPHALT COMF. SHINGLES ON 15# FELT METAL FASCIA GUTTER ' '���R FLOOR P.L. 2X6 WINDOW TRIM TYP I GAL AT FRONT ELEVATION LLSIDING HORIZONTA WHERE SHOWN IX-4 CORNER FLP, UPPER MAIN FLOOR P.L. 1:11:1 El E:11 ❑ 1:11:11:1 FIN. FLR. MAIN m 434.-10' A.\/ERA.CGE OR I G I NA.L CGRADE ® 454.5cf ' 0000000D El E] El El 717171 1 D El El El 71717171 FRONT r=Lr=\//i1k71 ON � p-0W' ,W ■� Asa _ ■;� s ■�M SEE GENERAL NOTES SCALE: 1/4" = I'-0" REAR r=Lr=\/AT 1 ON SEE GENERAL NOTES SCALE: 1/4" = 1'-0" hil SHINGLE SIDING WHERE SHOWN 4X OUTLOOKERS — WHERE SHOWN CULTURED STONE VENEER INSTALL PER MFD. SFECIFIGATIONS TREATED PLYWOOD BEHIND ALL AREAS WITH STONE SaUARE FOOTACGF_S MA I N 408 UFFEf TOTAL a I I O CS,ARAc S,E l 48 ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 1/2'' AND TO BE ON A CONTRASTING BACKGROUND PER I RC 51q.1 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES r- — - — - — - — - — - — - — - — - — - I SEPARATE PLUMBING PERMIT REQUIRED FOR THIS PROJECT. - — - — - — - — - — - — - — - — - — - City Of Edmonds Building Department Work NEW SFR Address 8929 220TH ST SW Owner SELECT HOMES Approved Date 08/02/2022 Building Official �e�/� ,( Ioox /e&V Permit Number BLD2022-0746 128-/ I f2E015TEF2ED AP_C,H I TEGT MICHZEL NAYNE JOHNSON STATE OF WASHINGTON VJ U00 M 00 0 w U O H Q t f U U u �rIU U� N 00 u � � x 0 0 m O� N U N m� N `� z� az c� LL0 r 0 0z r T_ s� Z 4.1 0. CIO � nA 0ju J 0 date: 11-2ci-18 permit: revisions: 02-25-21 drawn by G%1PGiGPd �by: MWJ I RECEIVED Jun 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Nritton dimon51on5 on this drawing shall have precadonc® over 5calod dimon5lon5. Contactor shall vorify all dimon5lon5, conditions, etc., pertaining to the work beforo proceeding. The Owner must be notified of any variations from the dimon5ion5 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 re5pon5lbllity for the cost to rectify same. SEE GENERAL NOTES SCALE: 1/4" = I'-O" L.r=FT ELEVA71Oil SEE GENEP-AL NOTES SCALE: 1/4" = P-O" 12571 REG 1 STEREO ARCH I TEGT i w MIGH L YNE JOHNSON STATE OF 1NASHINGTON V J � U M w � W � U Q � o H O �U U� N Do U cry 71 r m Z o� �wQ r U z J az �o 0 0z _ FI s� 41 0. � nA a 1z a� F 0 0 L date: I I-z�i-18 permit: revisions: drawn by checked by: MWJ S H F= F= -F RECEIVED Jun 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written dimensions on this drawing shall haves pr®cadonco over scaled dimen5ion5. contactor shall vorify all dimensions, 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. 50'-0" O\/ERALL � +I a��\1 I Q I -' I2000 I I I \1 I I I I I I �t l I � _ I I N I FDTN. VENTS, TYP. 18"x&" SGREENED lV ci REOUIRED I I m I I - i� � I I a �m It A I 10rya A A-i I I -? I = I < I W m Un NJ Q _ I I nx< �0 "a I I Nm I �IY� ,\ 000 I I 61 - SHEAR NOTE: I. SX MATERIAL GAN BE USED FOR ALL MUDSILLS 2. SET A DOUBLE 2X STUD BEHIND I " GONG. FOUNDATION WALL E\/ER'I' STHDI4 HOLDOWN GALLED OUT = 71'P. ® 2-5TORY ON THE FOUNDATION PLAN. SET HOLDOWN �0 I I I/2" MINIMUM AWAY FROM WALL CORNERS, _I i I I "x7" GONT. GONG. FOOTING WINDOW AND DOOR HEADERS. IT 15 IMPORTANT Q I rrP. ®2-STORY THAT THE FOUNDATION GONTRAGTOR HAS THE N MAIN FLOOR PLAN SHEET TO PROPERLY I T LAYOUT HOLOOWNS. S. A MST48 STRAP WITH (2) 1/2" BOLTS INTO THE FOUNDATION 15 A PROPER FIX FOR I T" a A MISPLACED STHDI4 HOLDOWN. I N I = NOTES: I \ - T I ALL WOOD IN CONTACT WITH GONGRETE SHALL BE PRESSURE TREATED OR CEDAR. PROVIDE GRAWL DRAIN a LOW POINT IN GRAWLSPAGE. SOLID BLOGKING UNDER ALL BEARING WALLS. I O SLOPE ALL GONG. STOOPS AND/OR PATIOS ,\� 1/4" PER FOOT AWAY FROM DOORWAYS. — — — — — — — BEARING WALL ABOVE O �/\ FOUNDATION VENT CALCULATION 1408 SQUARE FEET = 4.6G 500 .S-7 �f VENTS REQUIRED (6 MIL VAPOR BARRIER AND (2) ,2X VENTS ARE REOU I RED) SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, 4 DETAILS. OU�I�T I OilL�l SEE GENER�aL NOTES SG�vLE: 1/4" = I'-O" HOLDDOWi�I SGHEDULE M,4RK I-fOLDOWN/ FP.STENE�S 1^IOOD MEMBER �°.NGI-IOR STRAP TI-i I GKNi=SS/SPEC I i=S jzEQU I RED T- I STHD 14/ 14 RJ 24- I Fed SINKERS (2) 2X4/2X6 STUDS I--I�/SPF T-2 MST48 (S4)-IF�d (2) 2X4/2XF� STUDS I-fF/SPF T-S MSTAS6 (26)-IOd (2) 2X4/2X6 STUDS I-+F/SPF 2 2X 2X ST DS T-4 MSTG48BS (S8)-IOd HF/SPF T-S HD-7B 5/.4', S- I /2 " MIN. SSTB28 (-i/8 ") " DF/SP MIN. 24-1 /8 EMBEDMENT PI-2" PI-2" (2) 2X STUDS 6 PLATES (2) 2X STUDS R PLATES S� � I � I I I I I I I I J I O I I 4" GONG. SLAB ON 4" GRAVEL FILL ON O W I I �+P.'Q�• COMPACT EARTH "f"� Q !�• SLOPE I/4"/FT. #4 STUB STEEL ��� ® 18" O.G. MAX. I ® I S PTLD ® POST I500�PS'I� I O O z PAD REQUIRED ----------------- I Xz I I I I I 112�_ J � J � J � J � J � J I I I N N N (V N I I 6 MIL. BLACK VAPOR BARRIER TO TOP OF FTG.� 4x4 P.T. POST (4x6 ® BERM SPLICES) ON GO# FELT ON I I N I I NII NII � W/ 12" LAP � ALL SEAMS 24/24/8 GONG. PAD, TYP. UNLESS OTHERWISE NOTED I I N N N N N I 2'- 3'-10"I 2'-6" 4'-8" 4'-O" 4'-O" 4'-O" 4'-2"O�� � � � �4X I � � XI J �_J �_J �_J �_J � J I I N I I r---� Xlllm I � �' � � � � � XIO� � I — 18RWL. I � I � o I I I I I 6 ACCESS I I I I I I I INS ff WS I I I I I I 4" GONG. SLAB ON 4" GRANULAR BED I � �"�- 4" GRA L FIL ON ISLOPE ON TAMPED GRADE S" TO O.H. DR. I GOM AGT E RTH I sL PE v "/FT. I I I �4 TLB 5 EL � � r _J I -{'�� STEM WALL TO 48" ABV. �J� ,�il#D� I I f SLAB GONT. FOOTING UO � r L J L � O.H. DOOR - CONCRETE I I _ _ _ _ _ _ _ _ _ � � STEM E M WALL I TO 48" ABV. I EDGE OF SLAB CONT. FOOTING � SLAB /� � � O.H. DOOR I I EDGE OF SLAB I CONCRETE STEM WALL L- I TO 48" ABV. SLAB " X STUD PLATES L-I L-I Cz) x s s Cam) x sTu s PLA S S PLA S R.O. I I ��� moo'-o" ovERALL 12871 REGISTERED ARCHITECT00 MIGH�Ew Wfi.YNE JOHNSON STATE OF WASHINGTON V J M 0 w � W Q U � U u Q � � x 0 0 m W � 11I U mj0 11� az r O V• r .n� rim � 1 V1 '1 A O H W O O L M date: I I-2q-18 permit: revisions: drawn by MWJ G%1PGiGPd �by: �HE=-3=T O� RECEIVED Jun 13 2022 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 GOnditions 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. NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS a 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 OF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 2.5 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' GOI" iBUSTION AIR REOUIRED FOR ALL FUEL BURNING APPLIANGES LEGEND : BEARING WALL BEARING ABOVE FLOOR LINE ABOVE PT. LD. POINT LOAD ABOVE ADV. MULTIPLE 2x STUDS a POINT LOAD O SMOKE DETECTOR IIOV INTERGONNEGTED W/ BATTERY BACK-UP. PER I RG 514 OCARBON MONOXIDE DETECTOR PER IRG 515 GARAGE NOTES: 1. GARAGE/LIVING SEPARATION, USE 5/5" TYPE 'X' GWB AT CEILING/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND CEILING. 5. USE 2 LAYERS 5/0" TYPE 'X' GWB AT CEILING WHEN USING TJI's INSTEAD OF WOOD JOISTS. HEATING NOTES: + INSTALL PER ASHRAE ciOA-55 + 15" 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 +15" MINIMUM ABOVE SLAB. F I REPLACE NOTE: 'O' GLEARANGE FIREPLACE W/ DIRECT VENT FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND SHALL HAVE APPROVAL LABEL ATTACHED 5/b" TYPE "X" GWB TO ROOF SHEATHING FIREPLACES 4 STOVES MUST BE D.O.E. APPROVED 4 BE TESTED, CERTIFIED a LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. * * * SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NAILING SCHEDULE, -$ DETAILS. O 50'-0" OVERALL 20'-10" _4.2_2.2 G516 STRAP BOTH SIDES OF BEAM TYP I GAL AT BEAM TO 8060 XO SLDR. V^ALL/POST GONNEGTI ONS ALL BUILT UP STUD/ GOLUMNS USE I&d NAILS ® 12' O.G. STAGGERED TO ATTAGH MEMBERS. NAILING IS TO OGGUR AT THE FAGE OF THE STUD (0 PI-2" B-4 5-1/8" X p 6 (2) 2X STUDS (2) 2X STUDS \I \I \I \I B PLATES G PLATES 15'-2 " DRAFTSTOPPING NOTE: DRAFT STOPPING TO BE INSTALLED TO ALLOW FOR LESS THAN 1000 SOFT OF OPEN AREA WITHIN THE FLOOR TRUSSES PER IRG SECTION 502.12. USE 1.2" INCH GYPSUM WALLBOARD OR 5/8" WOOD STRUCTURAL PANELS PARALLEL TO THE TRUSSES WHERE INDICATED. SEAL ALL GAPS AND HOLES TO PREVENT THE SPREAD OF HOT GASSES AND SMOKE Q x Z - O F.P. FLUE TO EXIT OUT �Q I x O = 9 Q 60 O XO COVERED of PATIO ROOF -ANGLE 6 60 XO 6050 O SLDR. 111 _ X — — — — —� - SLDR. PATIO FLUE WITHIN ROOF SLDR. C CRESS) - II I 1 �i m (S.G.) GONG TO GET PROPER GLEARANGE O 1- III — — DINING — _� d) <6 0 ROOM J FOR VERIFY DRAIN LOCATIONS PLUMBING SELECTED- ADD III II HDwD dJ B- 4X1O B-2 /8 " X B- I X I O Y BUSS AND OFFSET LAS OUT O MISS DRAINIF NEEDED III III ( +0 ,a QI DO BLE I DED IYi ZERO EARANGE -_ O D I1EGT VENT CV w GAS F I REP'T w l I I I AGE I I I I I I I I I I III I w I � �n x DR IIILI x 0 I m - SINK DW RO MM -WTD S 0 KITGHDED HDWD BI- OLD W.G. x < 100 G M A V. _ _ _ 2880 Fo�_ _ I Jaf ---- FURN OPNC�. ABV. O w —P 6 S PANTRY ! �RJ� 5 - R " oPE G 1 RDEI AILIN TRUSS + 4X I O I o �F J = r w VT w z v PO ER II z Q I Q - 0 m Z _ ��� TILE VD I I N rw G O I QI 2I —tX m 1 n _ 0 _I m 6� I I I I T�� Gs N v l(12 dJ NN a\ o� o ' R HEAT GLOSS i+� PI-4'I �Y+� �L+� P GL. T INEN +72" �rUl 'rya U"n. FUMF,N — — — — — — — — ��� — �0 HWT I I PI-4 13DETECTOR I DOD ER O 5'-0" 5'-6"I L�IJ 5" !STEEL BOLLARO30" f�� � — — N — — — VAULTED T I P/ , I 1 r X2RV4L-'UP SMK. MINIMUM / L-I J O Inn OV �C DST. 12 PAG FOR - O / X �Q IN ffE S DOOR rr XOFT. I — - — In O r III 18" FLOOR TRUSSES ® 24" O.G. d0O I III Q UNLESS OTHERWISE NOTED O Z� — J DEAN III Q' w \ i m GA PEi� T ri GARAGE GONG �4p ORGH �� GIRD TRU S III III m� N _LINE OF O.H. DOOR -I +(0 Q I IN UPRIGHT POSITION 2 ryNF xQ rya 1 OF O.H. DOOR 4XI ryb — — — GIRDER --- _LINE IN UPRIGHT POSITION _ Ld TRUSS (0 _ C-� I RDER TRUSS I In I 808O.H. I � EIVo�A 54 -19 =K � OOOR 6046 XO SLDR. O GARAGE DOOR D ' U T � (EGRESS) W/ I — — — 6020 TRANSOM �p 604621 " 4X 12 11 '-0 " LONG 160 O .H. C-: RAGE DO R ASET HOLDDOWN SCHEDULE MAR< HOLD01^1N/ FA!5TENERS WOOD MEMBER ANCHOR STRAP TH I GKNESS/SPEC I ES REOU I RED T- I STHD 14/14 RJ 24-16d SINKERS (2) 2X4/2X& STUDS HI=/SPE T-2 M5T48 (54)-16d (2) 2X4/2X& STUDS HI=/SPE T-5 M5TA56 (26)-IOd (2) 2X4/2X6 STUDS I-+E/SPE 2 2X 2X STUDS T-4 MSTG48B5 (58)-IOd HE/SPE T-5 HD -TB 5-1/2" MIN. SSTB28 (-7/8") DE/SP MIN. 24-7/8" EMBEDMENT P�3" (2) 2 STUDS S LATE5 8'-0" 1' 2) 2 PX TU I " D� B PL TES GUT SLOPE OF GB-2 ROOF INTO 5- /8 „ X FLOOR TRUSSES 15-1/2" C.L.B. IG'-O" LON(- 50'-0" OVERALL PI- I2X S I ItPL E 5'-5 6'-6" 1.5'-0" 1'-6 5'-0" IM'111�lkIN r-L.00R FL. At, N A 12571 REGISTERED ARCH I TEGT MIGHZEL WAYNE JOHNSON STATE OF WASHINGTON VJ M, G\ U z O4-1 U v 12 C!J 00 N 00 U U 00 O O 00 m W 6 r O O < _c U map n N z� az O v' 7- S� 4.1 O fn� n j " A pL 17- O W O O L �ju date: I I-Zq-18 permit: revisions: drawn by MWJ GheG�d by: E EEE_=T OF= RECEIVED Jun 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE GENERAL NOTES SCALE: 1/4" = 1'-0" Written dimensions on this drawing shall haves pr®r-adonco over scaled dimensions. Gontar-tor shall vorify all dimensions, r-onditlons, otr-., pertaining to tho work before pror-a®ding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any sur-h variation shall be resolved by the Owner prior to proc,eeding with the work, or the Contractor shall aGGept full responsibility for the r-ost to rer-tify same. NOTES: ALL EXTERIOR NARM HALLS TO BE 2 X 6 STUDS (o 16" O.G. TYPICAL. ALL HEADERS TO BE 4X5 DF#2 UNLESS NOTED OTHERNISE. FUR -OUT HEADERS TO MATCH 2 X 6 HALLS. SOLID BLOCKING UNDER ALL BEARING HALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN NALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING NINOONS WITHIN +-12" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLON IS LIMITED TO 2.5 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 KITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING NALL — — — — BEARING ABOVE FLOOR LINE ABOVE PT. LO. POINT LOAD ABOVE ABV. t MULTIPLE 2x STUDS c-) POINT LOAD O SMOKE DETECTOR IIOV INTERCONNECTED N/ BATTERY BACK-UP. PER RG 314 OCARBON MONOXIDE DETECTOR PER IRG 315 SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, -$ DETAILS. LINE OF PORCH BE OW I m 0 5040 X SLDR. Q (EGR SS) IIII O IIII IL RB-1 4X10 I III o � M�4sTEiR IIII O = BEnRooM 0 OCARPET IIII +i0 60" x 36" DROP IN TUB 0" R / S. >FA — — — F S \� 'T I J I o 0 IIII Cy U x - 0 O _ GFM (3 BEDROOM - - 2468 FAN ® VTO lli _ _ m MASTER BATH CARPET TILE 2-4 8 Q �� Ip 50 ---- I O �- ISI O (V vT LINEN �00 --� — N T INS B WS I — — — — F i$ S N 7'-4" 5'-10"/ T 4068 0 0 J - Cr 2X6 WALL STAIRCASE ILLUMINATION 5 nn// q0 GFM WHOLE HOUSE FAN OPERATING EL-Er-INCLUIDING D HEAT N VTO PUMP FURN O LANDING AND TREADS PEiR IRO R303.6 3q" TALL NALL BI-FOLD 5'-2" ® VTO BATH 1� _ = GONTINUOSLY IN _I N/ ND. GAP O mOZ O AGGORDANGE KITH ASHRAE 62.2 (() O — — — — — — — — — — — — — — — — — — — VINYL - _ (Vl(1 OFRESH AIR TO BE NHOLE 2468 I 0 _ PROVIDED NIT HOUSE LAUNDRY \ .T VENTS AT ALL `{O VINY CO Z n� OPERABLE NINDONS 0� GFM FAN \ 'nn V VTO TUB/SHOWER I I 2060 \ -1 SEE NOTES iD li, M5TG66B3 AT «)Px STUDS _ 7_ S06 2 PLACES THIS PDA-rESt (� SHEAR WALL �i = Q O� Lov� 4 O �a so68 K K J B 1-FOLD BEDROOM lli N 6 N THREE (Klei CARPET -I BONUS O W X ROOM FOUR CARPET CARPET i0 � O � c0 m 0 I 0 I O I 0 I 0 I HOLDDOINN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANGi-fOR STRAP T-I I GKNESS/SPEC I ES REOIJ I RED T-I 5THD14/14 R.J 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST40 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-S MSTA56 (26)-I0d (2) 2X4/2X& STUDS I-IF/SPF 2 2X4 2X& STUDS T-4 MSTG48BS (S8)- Od HF/SPF T-5 HD 7B (�)_ �/4 5-1/2" MIN. SSTB20 (7/8") " DF/SP MIN. 24-7/8 EMBEDMENT Uf=9=r=R �L.00R �1 SEE GENERAL NOTES SCALE: 1/4" = I'-O" 12571 FZEG 1 STEF2EID ARCH I TEGT MIGHZEI- WAYNE JOHNSON STATE OF WASHINGTON V J U00 M 00 0 w � W Q U �U U ►-�I U� N L �Ln u U Q � � x r N) O O m O n' W �r O� N U map u� a) m� N '� z 7- 0 0 0 7_ — FI s� 7 4.1 0 � CIO j ,1 A 0_ I 7- n 0 O r 0 date: I I-2q-18 permit: revisions: drawn by:MWJ G%1PGiGPd by: O� RECEIVED Jun 13 2022 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. EAVE PROTECTION PER IRG R502.1 IF EAVES ARE WITHIN 5' OF THE PROPERTY LINE, THEN A ONE HOUR FIRE RES I STANCE RATING IS RE0U I RED IF THERE ARE BIRD BLOCKING VENTS OR GABLE END VENTS. IF THERE I S SOLID BLOGK I NG AND NO VENTS, THEN THE FIRE RES I STANCE RATING CAN BE REDUCED TO ZERO HOURS. GOR-A-VENT IN -VENT. INSTALL 56" FROM EDGE OF EAVE. PROVIDES 6.75" SO IN. NET FREE VENTILATION AREA PER LINEAR FOOT. USE GOR-A-VENT ONLY OVER CONDITIONED SPACES SOLID BIRD BLOr_<ING AT WALLS 5' OR LESS FROM THE PROP. LINE I" SLOT TRUSSES PER PLAN 2X6 EXTERIOR WALL ONE HOUR EAVE DETAIL ( IF PLAN REG U I RES) ROOF FRAMING NOTES GUT RAFTER TAILS TO MATCH 2x4 TRUSSES CONNECTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF P I TGH SHALL BE 3 : 12 TYPICAL UNLESS NOTED OTHERWISE ROOF OVERHANG SHALL BE 12" U.N.O. �m Q DS TRU55 NOTE 2x6 OVERFRAMING BEARING BELOW DOWNSPOUT ALL TRUSSES SHALL HAVE: I. STRESS ANALYSIS AND DRAWINGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFACTURER'S STAMP ON PRE- MANUFAGTURED TRUSSES. 5. BRACED TO MANUFACTURER'S SPEGIFIGATI ONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILD 1 NG DEPT. FOR APPROVAL AND SHALL BE KEPT ON SITE FOR FRAMING I NSPEGTI ON. 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING GALGULATI ONS. 6. ALL TRUSSES SHALL HAVE SIMPSON H-1 CLIPS AT ENDS. WHERE TRUSSES ARE PARALLEL TO WALL, USE SIMPSON 1-30 AT M 1 DSPAN. USE SIMPSON STC CLIPS AT NON -BEARING WALLS ROOF VENTING CALCULATION -PER 2010 IRG 1845 SOFT AREA •ylft = 6.15 SOFT REOU I RED (6.15) X (50%) = 5.0,5 SOFT M 1 N. REOU I RED AT EA\/ES T'I'PICAL TRUSS BLOCK HAS (4) 2 Cp SCREENED HOLES PROS/ I D I NCB 6.28 SO. IN. (.044 SOFT) PER BLOCK. APPROXIMATELY 40 \/ENTER BLOCKS= I.76 SOFT PRO\/IOEO 10 NET FREE I NCHE5 PER LINEAL FOOT FOR COR-A-,/ENT (.085 SOFT) 20 FEET PRO\/I DED = 1.66 SOFT (6.15) X (5O9 ) = 5.08 SOFT MIN. REOU I RED N I TH I N 5' OF THE RIDGE AF50 ROOF JACK \/ENTS= .54 SOFT EACH \/ENT PRO\/IDE 10 AF50 \/ENTS= 5.40 SOFT PRO\/IDED DS VENT _ONO DS I257I REGISTERED ARCH I TEr-T 1�IIGHREL Well JOHNSON STATE OF WASHINGTON V J r ^ L�/TJ U M M C n O �- U � 00 � � H 00 M 0 0 00 m 0� wu Z N �r� 0 O <�K N _c U mL� u� a) m� N a) z� z .an VI O O 0 7- L s< 7 O � cn m j CI A O L date: I I-2G-18 permit: revisions: drawn by MWJ c�heciced by: O i= RECEIVED Jun 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TOTAL VENT AREA PRO\/I DED = 6.82 50 FT f;kOOr f=L.A N SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 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. 20 15 NASH I NC�TON STATE *ALL GL I MATE ZONES (7AOLE R402.1.1) FENESTRATION SKYLIOHT GLAZED CEILING NOOI7 FRAMED FLOOR BELON GRADE SLAB R-VALUE U-FACTOR U-FACTOR FENESTRATION R-VALUE NALL R-VALUE R-VALUE NALL R-VALUE AND DEPTH SI-fE�G 0.28 0.50 NR R-4ci R-21 R-50 10/15 R-10, 2 FEET (PRESCRIPTIVE R-21 +TB *TAOLE 406.5- GRED 1 TS (S 1 NC�LE CAM I LY) THIS PLAN REOU I RES 6 GRED I TS SINGE IT 15 OVER 1500 SOUARE FEET AND UNDER 5000 SOUARE FEET OF71 ON Gf; P,F_D 17 HEAT NG OPTION 2 HEAT PUMP (ELECTRIC) 1.0 ENERGY PRESCRIPTIVE COMPLIANCE 15 BASED .5 OPTION ON TABLE R402.1 .1 W 1 TH THE FOLLOWING 1.5 MODIFICATIONS: VERTICAL FENESTRATION U=0.28 FLOOR R-58 SLAB ON GRADE R-1 O PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE R-1 O PER I METER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL GONDUGTIVE UA BY 5%' ENERGY A I R-SOURCE CENTRALLY DUCTED HEAT PUMP 1.5 1 1 OPTION WITH A MINIMUM HSPF OF 11.0 ICI W/ POSITIVE DRAIN TOLINE STORM SYSTEM ENERGY HVAC EQUIPMENT AND ASSOG I ATED DUCT 1.0 OPTION SYSTEMS) INSTALLATION SHALL COMPLY 4.2 WITH THE REQUIREMENTS OF SECTION R405.5.7. LOGATI NG SYSTEM GOMPONENTS IN GOND I TI ONED GRAWLSPAGES IS NOT PERMITTED UNDER TH 1 S OPTION. ELEGTRI G RES I STANGE HEAT AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED UNDER TH 1 S OPTION. D I REGT GOMBUST I ON HEATING WITH AFUE LESS THAN 809 IS NOT PERMITTED UNDER THIS 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 HEATING SPEC I F I GAT I ON TOTAL. 0.0 CREDITS Sr=GT 1 ON A -A SEE GENERZAL NOTES 5C ALF-: 1/4" = 1'-0" STORM SYSTEM VE 1.2871 REGISTERED ARr-H I TEGT MIGHREL WAYNE JOHNSON STATE OF 1NASHINGTON VJ M U U C/� a N U 0c r M 0 1- m Z 0� S�Q U m5� n N�z� T Z V, O 0 7- - F 1 S 4.1 rim A n� N F .O OA date: I I-2G-18 permit: revisions: drawn by checl�ed �by: MWJ !E::, E=E=T O F= RECEIVED Jun 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wrltten 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 vorlatlOn5 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. SHEAR ^AL.L. SGH =)UL.E PER 2015 15G GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWNS AS GL05E AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, $ NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL SPACING SILL OPTIONAL BASE HEM FIR #2 7/I6" TOP 4 BTM. ANCHORS BLKG. MARK PLATE 5IMP50N MASAP PLATE VALUE PLYWD. EDGES FIELD PLATES crera REGYD• NCHOR BOLT ANCHORS NAILING e atl (#/LF) PI-6" 8d 6" 1211 6" 18" O.G. 2x4 5/8" @ 48" @ 45" $ ENDS (2) I6d 0 10" 240 PI-4" ad 4" 1211 4" 1611 O.G. 2x4 5/8" ® 32" @ 30" $ ENDS (2) I6d ® 7" 34G PI-3" '"* 8d 3" 1211 3" 14" O.G. (2) 2x4/6 5/8" ® 24" @ 24" $ ENDS (2) I6d @ 5" 450 PI-2" ad 2" 1211 2" 12" O.G. (2) 2x4/6 3/4" @ 24" @ 18" $ ENDS (2) Irod (9 5" 585 P2-6" '" ad role 1211 roll 10" O.G. (2) 2x4/6 5/8" ® 24" N/A (2) 16d @ 5" 480 P2-4" 8d 4" 1211 4" 8" O.G. (2) 2x4/6 5/4" @ 20" N/A (5) I(qd @) 5" 700 P2-3" Sd 3" 1211 3" 8" O.G. (2) 2x4/6 3/4" ® I6" N/A (4) I6d (9 5" GOO P2-2" 8d 2" 1211 2" 8" O.G. (2) 2x4/6 3/4" @ 12" N/A (4) 16d @ 4" 1170 "NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS $ PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS OR (2) 2X MEMBERS PER I BG 2018 AND SDPWS-2018 PER SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIG, 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 I6d NAILS @ 12" O.G. STAGERRED ON THE STUD FACE GABLE ENDS TO BE SHEATHED IF SHEAR WALL IS BELOW 1. 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 HALL NOTES 7/I6" 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 SPAGING IS SPECIFIED AT PANEL EDGES, USE 1-1/2" ad SHORT NAILS OR 3X STUDS WITH ad COMMON NAILS. FOR 2" NAIL SPACING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE ad COMMON NAILS (9 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES 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. (9 EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SGUARE WASHERS AT ALL ANCHOR BOLTS. PLATE WASHERS TO BE INSTALLED WITHIN 1/2" OF SHEATHING 7/16" OSB OR PLYWOOD SHEATHING - STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 GA. STAPLES ® 15 GA. STAPLES @ 14 GA. STAPLES 0 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 3ro0#/ ft. 2-1/2" O.G. - 430#/ft. 3" O.G. - 3G0#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. ® 6" O.G. - 620#/ft. FIELD SPAGING: 12" O.G. NAILS $ STAPLES. HOLDOWNS - INSTALL SIMPSON HOLDOWNS OR USP HOLDOWNS AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. PER PLAN, SIMPSON STHD14 OR USP STAD14 SIMPSON M5T36 OR USP MST136 5IMP50N M5T48 OR USP K5T248 SIMPSON HDUS OR USP TOXIO Cka" ANCHOR BOLT MIN. SIMPSON M5TG48B3 OR USP M5TGB4B3 24" EMBEDMENT, 3" BOLT INTO (3) 2x4(6)) PER PLAN 2x TOP PLATE HEADER — — /� EXTEND TO W/ TJIII END ALLS (5) #4 VERTICALS #4 HORIZ. 12" ox-- GONG 1� STEM WALL kH NAIL SHEATHING TO HEADER ® 5" O.G. B.W. (2) 2x STUDS CONNECT PLYWOOD W/ bd NAILS ® 3" O.G. TO ALL STUDS, PLATES B HEADERS 50TH SIDES APA RATED SHTG. fib" MIN. 24/0 EXP. I STHDI4 WOOD TO CONCRETE CONNECTORS OR EQUAL I - 5x PLATE OR 2-2X 3/4" 0 X 10" A.B. W/ 3"X5"XI/4" PLATE WASHER O ' ELEVATION VIEW OUTSIDE OF GARAGE GARAGE DOOR F7/17/),,-�t INSIDE OF GARAGE PLAN VIEW OF CONCRETE STEM WALL t SHEAR WALL PER SHEAR WALL CALCULATIONS 1� SHEAR WALL S I MPSON M5TG4853 STRAP PER PLAN L� NAIL BOTTOM NAIL PER PLATE TO TOP TRUSS CHORD SPECIFICATIONS S �//j BELOW PER SHEAR WALL SCHEDULE GIFI FLOOR TRUSS PER TRUSS MANUFACTURER E5FLOOR TRUSS TRUSS MANUFACTURTER TO I PROVIDED 4X6 CHORDS I �I AT MSTG4853 STRAP LOCATIONS FOR NAILING THE STRAPS IOd a 4" o.c. - ROOF IOd a 4" o.c. - ROOF SHEATHING TO TOP SHEATHING TO TOP CHORD TRUSS. CHORD TRUSS. TRUSS OVER PLYWOOD ROOF S.W. TO HAVE PLYWOOD ROOF SHEATHING &LO11 B G I NIAT � SHEATH I NG TRUSSES OR RAFTERS PER TRUSSES TRUSSES PLAN PER PLAN PER PLAN ROOF SHTG - NAIL PER SHEAR WALL 2X NAILER - SCHEDULE NAIL TO BOTTOM ad a 6" O.G. CHORD W/ I6d A35 ® role o.c. CONTINUE CLIPS SHEAR WALL 2X BLKG. W/ I6d 3/4" PLYWOOD (0 24" TO ROOF ® 8" O.G. 4 VENT O.G. HOLES (RIP OVERHANG 8 HI ANCHOR FASCIA 24" O.G. 2 ROWS I6d I6d a 4" o.c. SHEATHING PER SHEAR NAILS a 6" o.c. PLYWOOD TO SCHEDULE PLYWOOD TO NAILER TOP PLATE SHEAR WALL SHEAR WALL 2X STUD WALL 4- PER PER ® 16" O.G. SCHEDULE SCHEDULE I LATERAL RESTRAINT PANEL SHEAR WALL AT FLOOR TRUSSES L-I SEE GENERAL NOTES NO SCALE L-I (TRUSSES PARALLEL) NO SCALE L-I SHEAR WALL PARALLEL TO TRUSS NO SCALE 4 TYP. SHEARWALL TO ROOF L-I GONNEGTION NO SG?.LE 128-/I REGISTERED ARGHI TEGT MIGH L WAYNE JOHNSON STATE OF WASHINGTON VJ U00 00 0 rT1 � z ° U Or ^ V J � 0 00 U � � x 00 r r 0 0 00 — m Q cn z E Wr6 0 N -C U z � VJ J z .an UI LLO r O V■ 7_ — �I S 0 ,n. VI M I O F a� .O O date : I I -zq-18 permit: revisions: drawn by: MWJ checked by: I RECEIVED Jun 13 2022 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 T/�r7) i",JI IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'6. W/--/ 2" SCREENED VENT HOLES WITH 1/4" GORRPSION RESISTANT METAL MESH GOVERIN6 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 0 4"(P PERF. FOOTING DRAIN TILE W/ GLOTH COVER 8 GRANULAR GOVER AS REOV. BY SOIL GONDITIONS 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- n 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 z17— GRAY `4L SFAC E SEE FOUNDATION PLAN FOR BEAM 51ZE ff POST SIZE / SPAGIN6 q0# FELT a 6 MIL. POLY VAPOR BARRIER a a 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 IIIoNAL.L. 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. r-OUN::�A71 Oil DF.TA 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 CGEC(5RAPH I G DESIGN CRITERIA: TERMITE: SL16HT TO MODERATE DEGAY: SL 16HT 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 5HEATN6 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 REGISTERED ARGI-I I TEGT MIGH EL YNE JOHN50N STATE OF WASHINGTON N M U U 0 O W 90 Q C� H �j 00 F W z V■ ILI A V date: 02-01-21 permit: revisions: drawn by: RO checked by: SHEET I RECEIVED Jun 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT