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APPROVED PLN_BLD-BLD2020-1177+Architectural_Plan+10.30.2020_10.19.57_AMYVrltten dimenslons on this drawing shall have prer-adonco ovor scald dimon5lons. Gontar-tor shall vorify all dimensions, r-onditions, eta., pertaining to the work beforo pror-eeding. 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 pror-eeding with the work, or the Gontrar-tor shall aGGept full responsibility for the r-ost to rer-tify same. Approved by Fire 12/21/2020 A F M /<-/ FGtterer A residential fire sprinkler system is required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. ECDC19.05.020B2. Provide a minimum combination water service of one inch (1") meter and one and one half (11/2") service line, or show that domestic and fire protection needs can be met with a smaller service. APPROVED BY PLANNING ti Feb 10 2021 NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR CEDAR. 2. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 5. GLAZING PER STATE ENER&Y CODE. 4. SEPERATE PERMITS ARE REaU I RED FOR FENCES, PLUMBING, MECHANICAL, AND ELECTRICAL. 5. PROTECTION FROM DECAY 15 REQU I RED FOR ALL WOOD S I O I NC_- AND WALL FRAM I N& LESS THAN 2" 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. -7. S.G. = SAFETY GLASS ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN ASFHALT COMF. SHINGLES ON 15# FELT METAL FASC 1 A GUTTER HORIZONTAL SIDING WHERE SHOWN I X4 CORNER // \\�l H 11// \\ n 00 4" EXPOSURE HORIZ. SIDING WHERE SHOWN 4X OUTLOOKERS WHERE SHOWN HEIGHT OF STRUCTURE 461.20' 2X8 BARGE BOARD W/ I X2 TRIM ® ALL GABLE ENDS SHINGLE SIDING WHERE SHOWN UPPER FLO F I N. FLR. Uf MAIN FLOOR P.L. � ❑a❑a❑a❑a FIN. FLR. MAIN CULTURED STONE VENEER INSTALL PER MFD. 5FEC I F I GAT I ONS TREATED PLYWOOD BEHIND ALL AREAS WITH STONE r-RONT r=Lr=\//AkT 1 ON SEE GENERAL NOTES SCALE: 1/4" = 1'-0" SEE GENERAL NOTES SCALE: 1/4" = I'-0" MAXIMUM SU I LD I NG HEIGHT a 461.5G' AVERAGE ORIGINAL GRADE (P 456.5cf '. SG2UAi;P,E FOOTACGES MAIN 1414 TOTAL. S 1 12 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 FER I RC 51 q.1 City Of Edmonds Building Department Work NEW SFR Address 8803 220TH ST SW LOT 1 Owner SELECT HOMES Approved Date 12/17/2020 Building Official Permit Number BLD2020-1177 2512 RE61 A, RE TEGT OA1lY THOMAS NASH TATE OP WASHIN5TO U � W Q z H U 0 0o UU U U o 00 o C\ W z r r V� N V1 T U1 Z vI UI O UL 0 Q date : 10-2q-20 permit: revisions: drawn by GheGked by: MWJ I O� RECEIVED Nov 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Nritten 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. L.EEF7`T EEL.EEVAT 10N SEE GENEPZAL NOTES 5G,4LE: 1/4" = 1'-0" SEE GENEIRZAL NOTES SCALE: 1/4" = 1'-0" 2512 RE61 RE A TEGT 6ARY THOMAS NASH TATS OP WASHIN6T V J � U g w � W N P40► 00 e� V/ 0 \l i IU v V/ L date: 08-0�-1-1 permit: revisions: drawn by: MWJ checked by O � RECEIVED Nov 05 2020 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. 4CD'-CD" CD\/FRAI _I SHEAR NOTE: I. SX MATERIAL (--AN BE USED FOR ALL MUDSILLS 2. SET A DOUBLE 2X STUD BEHIND EVERY STHD14 HOLDOWN GALLED OUT ON THE FOUNDATION PLAN. SET HOLDOWN 1/2" MINIMUM AWAY FROM WALL CORNERS, WINDOW AND DOOR HEADERS. IT IS IMPORTANT THAT THE FOUNDATION CONTRAGTOR HAS THE MAIN FLOOR PLAN SHEET TO PROPERLY LAYOUT HOLDOWNS. S. A MST48 STRAP WITH (2) 1/2" BOLTS INTO THE FOUNDATION IS A PROPER FIX FOR A MISPLACED STHD 14 HOLDOWN. NOTES: ALL WOOD IN GONTAGT WITH GONGRETE SHALL BE PRESSURE TREATED OR CEDAR. PROVIDE CRAWL DRAIN a LOW POINT IN CRAWLSPACE. SLOPE ALL GONG. STOOPS AND/OR PATIOS I/4" PER f=OOT AWAY FROM DOORWAYS. BEARING WALL ABOVE *** SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NAILING S(:-,HEDULE, a DETAILS. FOUNDATION VENT GALGULATION 1414 SOUARE FEET = cam• G VENTS REQU I RED 4.71 .5-7 (6 MIL VAPOR BARRIER AND NON -CLOSABLE VENTS ARE REQU I RED) HOLDDONN SCHEDULE MAR< HOLDOWN/ FASTENERS J\IOOD MEMBER ANCHOR STRAP TH I r-<NESS/SPECIES REQU I RED T- I STHD 14/14 RJ 24-16 d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (S4)-16d (2) 2X4/2X& STUDS HF/SPF T-S MSTA56 (26)-IOd (2) 2X4/2X& STUDS HF/SPF 2 2X4 2X& STUDS T-4 MST G48BS (S8)- I Od HF/SPF T-S HID1B (S)- 3/4 5-1/2" MIN. SSTB28 (-7/8") DF/SP MIN. 24-7/8" EMBEDMENT FOlJNI)AT 1 ON FL.N SEE G3=NERAL NOTES SCALE: 1/4'' = 1'-0" 2812 RE61 KE A 7TEGT 6ARY THOMAS NASH TATE OF INASHIN6T0 V J U g w 0 O � ,N x00 WN� 00 P4 OD H t� V ■ O OL v V■ 0 date : 08-o�-I -7 permit: revisions: drawn by: MWJ �he��ed by: !E�,f-+F::: E�:T O f= RECEIVED Nov 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT F imensions on this drawing shall have precedence over imensions. Contactor shall verify all dimensions, ns, etc., pertaining to the work before proceeding. er must be notified of any variations from the ns and/or conditions shown on these drawings. Any iation shall be resolved by the Owner prior to ing with the work, or the Contractor shall accept onsibility for the cost to rectify same. NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® 1&" O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 DF#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, INGLUDING WINDOWS WITHIN +72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 2.5 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 DUCT 15 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING WALL BEARING ABOVE FLOOR LINE ABOVE PT. LD. ^� ABA/. c POINT LOAD ABOVE MULTIPLE 2x STUDS a POINT LOAD SMOKE DETECTOR ® IIOV INTERCONNECTED W/ BATTERY BACK-UP. PER IRG 514 ® GARBON MONOXIDE DETECTOR PER IRG 315 GARAGE NOTES: I. GARAGE/LIVING SEPARATION, USE 5/8" TYPE 'X' GWB AT CEILING/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND CEILING. 5. USE 2 LAYERS 5/8" TYPE 'X' GWB AT GEILING WHEN USING TJI's INSTEAD OF WOOD JOISTS. HEATING NOTES: + INSTALL PER ASHRAE GOA-88 + 18' 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: '0' CLEARANCE FIREPLACE W/ DIRECT VENT FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFACTURER'S ................................................. SPECIFICATIONS AND SHALL HAVE Install manufacturers APPROVAL LABEL ATTACHED per 5/8" TYPE "x" GwB specifications. Have all TO ROOF SHEATHING manufacturer FIREPLACES 8 STOVES MUST BE D.O.E. APPROVED d BE TESTED, '. documentation on site. CERTIFIED 4 LABELED AS SU I TABLE ............................................... FOR USE DURING A FIRST STAGE BURN BAN. *** SHEAR NOTE: SEE SHEET LI FOR SHEAR WALL NAILING SCHEDULE, -$ DETAILS. HOLOOOWN SCHEDULE MARK H0LD0WN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I GKNESS/SPECIES REOU I RED T-I STHO14/14 RJ 24-16d SINKERS (2) 2X4/2X& STUDS HF/SPF T-2 Ni5T48 (54)-16d (2) 2X4/2X& STUDS HF/SPF T-5 MSTA56 (26)-IOd (2) 2X4/2X& STUDS I-IF/SPF 2 2X412X& STUDS T-4 MSTC4855 (5g)-IOd HF/SPF T-5 HD7B (5)- 5/4" 5-1/2" MIN. SSTB28 (-7/8") " DF/SP MIN. 24-7/8 EMBEDMENT 40'-0" OVERALL 0060 XOX 0060 XOX NOTE: SLDR. S.G.) SLDR. ALL EXTERIOR WALLS NOT B-2 4X10 GALLED AS SPEC I F I G SHEAR 2�� WALLS ARE TO AILED AT +P�� Jaf (2) (2) ��� gE� Q 6 �S B-1 4X 12 ANT Y � � RRoti X I I I I I I I�wz I I I I `p — V GONG m i N l G I B-4 m� 2' " a lli 5-1/8" X ED T DWD 10-1/2" � G.L.B. I I I�� 0 � .0 �•��•� GIRDIER I I I �468cj I � �+R I I III -- �I ITRUS -- 0-1 � z ODIII�P Q�� Q= �t r OR USE 5 I/8 � I8 BE Q III x Q G . .B. T HELD FLU H W I H III I J N e TOP OF T USS S 1 0. I I I I a I = III N U) - ND 111 l l �� 0 II z III mN Z5E LQ Q r1 iNz 4X1 I � 1777 W ABV. FURN �I H z O m Z �= VERIFY DRAIN LOCATIONS FOR LUMBING SELECTED— ADD PTRUSS I � O OO n/ IL (� AND OFFSET LAYOUT O li v O X H WD n� w I of TO MISS DRAINS IF NEEDED N O 6 O 1N GI I V Q A V' Z V (u IL O O Z DRAFTSTOPP I NG NOTE: DRAFT STOPPING TO BE INSTALLED lU Q I I \ v 0 - N TO ALLOW FOR LESS THAN 1000 SOFT OF = N O v 0 x QI n OPEN AREA WITHIN THE FLOOR TRUSSES O� O 0 0 Q N PER IRG SECTION 502.12. USE 1.2" IN 15 I INCH GYPSUM WALLBOARD OR 510" WOOD J J� Z I STRUCTURAL PANELS PARALLEL L TO THE TRUSSES WHERE INDICATED. SEAL - z Q ALL GAPS AND HOLES TO PREVENT THE SPREAD OF HOT GASSES AND SMOKE V 0 I TGH N ! IU Alp HDWD - C516 STRAP > 0 III 1 6 -6" OTH SIDES BOF _IN L_ 1 BEAM TYPIICAL n/ IK �t ��J ovEi -O° AT BEAM TO WALL/POST LW -1 m �+ 36" PEN +R I CONNECTIONS O RAI IN(G REFG — — — — — — '� 1 T G I DER ALL BUILT UP STUD/ COLUMNS PI -4" A 1= TR SS — — " — — USE 16d NAILS a 12" O.G. O PI- �� GB- I �- I X R STAGGERED TO ATTACH CL � B MEMBERS. NAILING IS TO m iSLWPI 4T = OCCUR T THE FACE OF THE STUD P S— — — FI FI WA.4. II I I 6 I .x24" — — qjl 12+ W 0 V) TR SS 246 Gas GIRDER oWn� 1 i i I TRUSS GAR?.GE 0zz E C I 00 GONG Cr (101 _ 50 GFl 0 I � 0 QL T Q I �r 0 1=oYER HDWD VAULTED N < J In �J LINE OF O.H. DOOR— — — — — — — — `�� — — D-rj�a-� IN UPRIGHT POSITION BO6(f:)LD J� GIRDER O�1X u -�R TRUSS 0 GIRDER TRUSS O O _ O W 71 + 4 I0 Hill _ O I I LINE OF FLOOR ABOVE I Qhill = I 16080 O.H. I I CARPET GO RED N 0 1111 PORCH _ 1111 OI ONC — -- -- — lUz Ut I llz I 11 T PI-��� GUT SLOPE GUT SLOPE OF ROOF OF ROOF - - (2) 2 = INTO END INTO END (2) 2X OF TRUSS OF TRUSS �0 1 GB-2 5-1/8" X 12" G.L.B. [A �pjl �i0� 21'-0" LONG — —flu Q - 4X I PI-6" 6050 XO SLDR. (EGRESS) W/ 6020 TRANe SET 6050 24" ABOVE FLOOR PI-6" !% M 5'-0" 5'-0" 2'-6" 2116" 40'-0" OVERALL 1*1*�Z-4�IN f�-L_OOik f=L_ANN 2512 "i=- RE A TEGT 6ARY TiiOMAS NA3H TATE Or ViA,"INOTO V J C/) U g � W U �o O ~ O Ob n Win P 00 0 00 �I z rr er V I O v V • QL date : 08-07-17 permit: reVISIone: drawn by: MwJ checked by: O � RECEIVED Nov 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 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. 4CD'-CD" CDVFP-ALL IL C NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS (D 16" O.G. T-'PIGAL. ALL HEADERS TO BE 4 X 8 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. SOLID BLOGKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, I NGLUO I NG WINDOWS WITHIN +-72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 2.5 GAL/MIN. EXHAUST FANS LARGER THAN 50GFM MAY BE GONNECTED 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' GOMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING WALL BEARING ABOVE FLOOR LINE ABOVE PT. LD. ^, POINT LOAD ABOVE ABA/. c MULTIPLE 2x STUDS cg) POINT LOAD ® SMOKE DETECTOR IIOV INTERGONNEGTED W/ BATTERY BAGK-UP. PER IRG 514 ® CARBON MONOXIDE OETEGTOR PER IRG 515 SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, $ DETAILS. HOLDDOWN SCHEDULE MARK HOLDOWN/ FASTENERS VqOOD MEMBER ANCHOR STRAP TH I GKNESS/SPED I ES REQU I RED T- I STHD 14/14 RJ 24-1 C d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-I&d (2) 2X4/2X( STUDS HF/SPF T-5 MSTA56 (26)-IOd (2) 2X4/2X& STUDS HF/SPF 2 2X4 2X6 STUDS T-4 MSTG48B5 (38)-I0d HF/SPF T-S HD�B (S) _ S/4 5-1 /2 " M I N. SSTB28 (-7/8 ") DF/SP MIN. 24-7/8" EMBEDMENT Uf=i=r=i;k 1�_L.00f;k I L.AI 2512 RE01 RE A TEGT BABY THOMA9 NAaSH TATG OF WA3HINOTO v J U g � W �o O HN It 00 P4 go a -I e� V • O V • nv W i Q date : 08-o�-I -7 permit: rP�VISIOnS: drawn by: MWJ checked by O� RECEIVED Nov 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE SENER-AL NOTES SCALE: 1/4" = 1'-0" Nritten 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. ROOF FRAM I NCB NOTES GUT RAFTER TAILS TO MATCI-i 2x4 TRUSSES CONNECTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF PITCH SHALL BE 4: 12 TYPICAL UNLESS NOTED OTHERNISE ROOF OVERHANG SHALL BE 12" U.N.O. Q DS TRUSS NOTE 2x6 OVERFRAMING BEARING BELON DONNSFOUT ALL TRUSSES SHALL HAVE: I. STRESS ANALYSIS AND DRANINGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFACTURER'S STAMP ON PRE - MANUFACTURED TRUSSES. 5. BRACED TO MANUFACTURER'S SPEC I F I GAT I ONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEFT. FOR APPROVAL AND SHALL BE KEFT ON SITE FOR FRAMING I NSFECTI ON. 5. TRUSSES WILL NOT BE FIELD ALTERED NITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING CALGULATI ONS. 6. ALL TRUSSES SHALL HAVE 5I MP50N H-1 CLIPS AT ENDS. NHERE TRUSSES ARE PARALLEL TO HALL, USE SIMPSON LOO AT MIDSFAN. USE 51MF5ON STC CLIPS AT NON -BEARING HALLS ROOF VENTING C—ALGULATION—PER 2015 IRG R806.2 824 SOFT AREA — �, .08 SOFT REOU I RED 500 (6.08) X (50%) = 5.04 SOFT MIN. REOU I RED AT EAVES T'1'FICAL TRUSS BLOCK HAS (4) 2 ($) SCREENED HOLES FROV I ID I NC, 6.28 SO. IN. (.044 SOFT) PER BLOCK. AFFROX I MATELY 40 VENTED BLOGKS = 1.76 SOFT FROV I DED 10 NET FREE I NGHES PER LINEAL FOOT FOR GOR-A- /ENT (.085 SOFT) 20 FEET FRO\/ I DED = 1.66 SOFT (6.08) X (5096)= 5.04 SOFT MIN. REQUIRED VgITHIN 5' OF THE RIDGE AF50 ROOF J,4CK \/ENTS= .54 SOFT EACH VENT FRO\/ I DE �i AF50 \/ENTS = 5.06 SOFT FROV I DED A -'7 2X6 RAFTS (g) 24" O.G. AT F I REPL/ BUMPOUT—N 0\/ERHANG WITH NO GUTTER AN ROOF VENT PRE. 1 SG 1 SS TRU5e (—G) 24" INT. PI EAGH GOR—A— /ENT IS T(-) F3F 4P5" I nNF� DS Del 2512 RE61 RE A TEGT 6ARY THOMAS NASH TATE OF INASHIN6T0 V J U g w 0 O � ,N x WN� OD P C% z e� V■ O — OL v V ■ date : 08-o�—I -7 permit: revisions: drawn by: MwJ �he��ed by: !E�,f-+E� E�T RECEIVED Nov 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TOTAL VENT AREA PRO\/IDED= 6.485 SO FT F 00l IFk��PlNC-7 f=L.AV' l SEE GENERAL NOTES 5cf ALE: 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. �aEEGT I ON %-A SEE GENERAL NOTES 2015 .MINAS I N.C-7TON. STATE ENE���' CODE GL I MATE ZONE 5 AND MAR 1 NE 4 FENESTRATION S )'LIGHT GLAZED GEILIi (I WOOD FRAMED FLOOR BELOW GRADE SLAB R-VALUE U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE AND DEPTH SHGC O.✓O 0.50 NR R-4G R-21 R-50 10/15 R-10, 2 FEET (R-38 VAULTED R-21 +TB HVAC TABLE 406.2 ENERGY CREDITS HOUSES BETWEEN 1500 SOFT AND 5000 SOFT REQUIRE 3.5 CREDITS OPTION CRED I T(W (SAl HIGH EFFICIENCY H\/AC EQUIPMENT SECTION 404 - ELECTRICAL POWER 8 LIGHTING SYSTEMS 404.1 Interior Lighting: A minimum of 75 percent of all luminaries shall be high efficacy luminaires. See note on elec. plan GAS FIRED FURNACE WITH A 1.0 X T A71ON MINIMUM AFUE OF G4% 6 HIGH EFFICIENCY H\/AC DISTRIBUTION SYSTEM ALL HEATING AND COOLING SYSTEM 1.0 COMPONENTS INSTALLED INSIDE THE CONDITIONED SPACE. TH 1 S INCLUDES ALL EOU I PMENT AND DISTRIBUTION SYSTEM COMPONENTS SUCH AS FORGED AIR DUGTS, HYDRONIC PIPING, H1'DRONIC FLOOR LOOPING, CONVEGTORS AND RADIATORS. ALL COMBUSTION EOU I PMENT SHALL BE DIRECT \/ENT OR SEALED GOMBUSTI ON FOR FORGED AIR DUCTS: A MAXIMUM OF 10 LINEAR FEET OF RETURN DUGTS AND 5 LINEAR FEET OF SUPPLY DUCTS MAY BE LOCATED OUTSIDE THE CONDITIONED SPACE. ALL METALLIC, DUGTS LOCATED OUTSIDE THE GOND I T I ONED SPACE MUST HA\/E BOTH TRANS\/ERSE AND LONGITUDINAL JOINTS SEALED WITH MASTI G. IF FLEX DUGTS ARE USED, THEY CANNOT CONTAIN SPLICES. FLEX DUCT GONNEGTI ONS MUST BE MADE W 1 TH NYLON STRAPS AND INSTALLED USING A PLAST I G STRAPPING TENSION TOOL. DUGTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST BE INSULATED TO A MINIMUM OF R-8 6 EFFICIENT WATER HEATING M1507.3 INTERMITTENTLY OPERATING VENTILATION 5Y5TEM5. THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY OPERATING VENTILATION SYSTEMS SHALL BE THE COMBINATION OF IT5 DELIVERED CAPACITY FROM TABLE M1507.3.3 (1), AND ITS VENTILATION EFFECTIVENE55 AND DAILY FRACTIONAL OPERATION TIME FROM TABLE M1507.3.3(2) BUILDING AIR LEAKAGE TEST 15 REOU I RED PER WSEC R402.4.1.2 DUCT INSULATION PER 2015 WSEC R403.5.1 DUCT LEAKAGE TESTING PER 2015 WSEC R405.5.2 A PERNAMENT GERTI F I GATE IS REOU I RED TO BE POSTED WITHIN 5' OF THE ELECTRICAL PANEL TO CONTAIN THE HOMES R-\/ALUES, U-\/ALUES, RESULTS FROM DUCT SYSTEM AIR LEAKAGE, RESULTS FROM BUILDING EN\/ELOPE A I R LEAKAGE TESTING (BLOWER DOOR TEST) AND TYPES AND EFF I G I ENC I ES OF HEATING, COOLING, AND SERA/ I GE WATER HEATING EOU I PMENT PER WSEG R401.5 HEADERS ARE REOU I RED TO BE INSULATED WITH A MINIMUM 0.5 OF R-10 INSULATION. ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT L-75 GPM OR LESS. ALL OTHER LA\/ATOR'i' FAUCETS MUST BE RATED AT 1.0 GPM OR LESS SB EFFICIENT WATER HEATING 1.0 WATER HEATING TO BE GAS FIRED WITH A MINIMUM EF OF 0.i4 CORNERS OF EXTERIOR STUD WALLS ARE REQUIRED TO BE FULLY INSULATED. THE EXTERIOR THERMAL EN\/ELOPE IS REOU I RED TO CONTAIN A GONTI NUOUS AIR BARRIER PER TABLE R402.4.1 SCALE: 1/4" = I'-O" STORM SYSTEM dE NE 2812 RE61 RE A TEGT 6ARY THOMAS NASH TATS OP WAS4IN6T V J � U a O •N �N It w) O 00 OD e� V. 0 \l i FZ 0 L CIL date: 08-o�-I-1 permit: revisions: drawn by: MWJ che��ed by �+--fFEF=T Oi= mm7 RECEIVED Nov 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S im ^/4k%L. L. SG H r= = L) m PER 2015 10a GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWN5. LOCATE HOLDOWN5 AS GL05E AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWNS, ANGHOR BOLTS, WASHERS, S NAILS IN GONTAGT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL 5PAGING A55 SILL OPTIONAL BASE HEM FIR #2 MARK 7/16 TOP d BTM. BLKG. PLATE SIMPSON MA5AP 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" m 48" ® 48" 4 ENDS (2) 16d 0 10" 240 PI-4" 8d 4" 12" 4" 16" O.G. 2x4 5/8" m 32" ® 50" $ ENDS (2) 16d 0 7" 34q PI-3" "* 8d 3" 12" 3" 14" O.G. (2) 2x4/6 5/8" 0 24" ® 24" $ EN05 (2) Ibd & 5" 450 PI-2" • 8d 2" 12" 2" 12" O.G. (2) 2x4/6 3/4" 0 24" ® 18" 8 ENDS (2) Ibd & 5" 585 P2-6" • 8d 6" 12" 6" 10" O.G. (2) 2x4/6 5/8" 0 24" N/A (2) Ibd 0 5" 4&0 P2-4" • 8d 4" 12" 4" 8" O.G. (2) 2x4/6 5/4" 0 20" N/A (5) Ibd & 5" 700 P2-3" 8d 3" 12" 3" 8" O.G. (2) 2x4/6 3/4" m W. N/A (4) Ibd & 5" q00 P2-2" • 8d 2" 12" 2" 8" O.G. (2) 2x4/6 3/4" 0 12" N/A (4) Ibd 0 4" 1170 "NOTE: WALLS WITH UNIT SHEAR OF 350#/Ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS S PLATES) ABUTTING PANELS NOT LE55 THAN 3X MEMBERS OR (2) 2X MEMBERS PER IBG 2015 AND SOPWS-2015 PER SPECIAL DESIGN PROVISIONS F=OR WIND AND SEISMIC, G+-fAPTER 4.8.1.I #4 EXPEGTION; (2) 2X MEME3ERS ARE OK IN LIEU OF BX MEME3ERS STITGH NAIL DOUBLE STUDS AND PLATES TOGETHER WITH 10d NAILS ® 12" O.G. STAGERRED ON THE STUD SAGE 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 WALLS. SHEAR WALL NOTES 7/16" 05B OR PLYWOOD SHEATHING - USE ad COMMON 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 5PAGING IS 5PEGIFIED AT PANEL EDGES, USE 1-1/2" ad SHORT NAILS OR 3X STUDS WITH ad COMMON NAILS. FOR 2" NAIL 5PAGIN6, USE 3X SIDES 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 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 BLOGKED AT 4W O.G. ® EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE NA5HER5 AT ALL ANGHOR BOLTS. PLATE WASHERS TO BE INSTALLED WITHIN 1/2" OF SHEATHING 7/16" 05B OR PLYWOOD SHEATHING - STAPLE SGHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" I6 GA. STAPLES @ 15 GA. STAPLES ® 14 GA. STAPLES m 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 5PAGING: 12" O.G. NAILS 4 STAPLES. HOLDOWN5 - INSTALL SIMPSON HOLDOWN5 OR EQUIVALENT AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. TO ATTACH USE 2X OR 3X HF #2 GON5TRUGTION GRADES AS SHEAR WALL BOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS. PER PLAN 2x TOP PLATE ' NAIL SHEATHING TO HEADER HEADER ® 2" O.G. B.W. EXTEND TO END WALLS (2) 2x STUDS GONNEGT PLYWOOD O Al bd NAILS ® 2" O.G. TO ALL STUDS, PLATES 4 HEADERS APA RATED SHTG. %" MIN. 24/0 EXP. I I I STHDI4 WOOD TO GONGRETE GONNEGTOR5 OR II EQUAL (5) #4 \/ERTIGALS III III I - 5x PLATE OR 2-2X #4 HORIZ. ® I I NAIL SHEATHING Nk12" O.C. TO EACH PLATE 3/4" (p X 10" A.B. W/ 5"X5"XI/4" . PLATE WASHER 0 STEM WALL GONT. FOOTING ELEVATION VIEW OUTSIDE Of= GARAGE GARAGE DOOR INSIDE OF GARAGE PLAN VIEW OF CONCRETE STEM WALL LATERAL RE57RA I NT FANEL L- SEE GENERAL NOTES NO SCALE BOTTOM PLATE NAILING PER SGHEDULE TO 2X - RIM JOIST 18" FLOOR TRUSSES ® 24" O.G. A35 5PAGING PER SHEAR WALL SGHEDULE 1-3/4" X 18" LVL BLOCKING ® WALL 16" MIN, O O O (p 10" TOP VIEW OF= CONCRETE STEM WALL SHEAR WALL NAILING PER SHEAR WALL SGHEDULE MSTG481=33 PRE -BENT STRAP AT LOCATIONS SHOWN ON FLOOR PLANS 4XIO BLOCKING IN BETWEEN FLOOR TRUSSES AT EACH STRAP LOCATION TRUSS COMPANY TO INSTALL CHORDS IN FLOOR TRUSSES TO ALLOW f=OR INSTALLATION OF 4XIO BLOCKING SHEAR WALL NAILING PER SHEAR WALL SGHEDULE 2 SHEAR WALL AT INTERIOR SHEAR WALL L- I (TRUSSES PERPEND 1 CULAR) NO xALE TRUSS COMPANY TO PROVIDE BLOCKING PANELS IN BETWEEN TRUSSES OVER THE TOP Of= THE SHEAR WALL NAIL SHEATHING TO BLOCKING PANELS PER SHEAR WALL GALLED OUT AT UPPER LEVEL- CONNECT TOP PLATE TO SHEATHED BLOCKING PANEL WITH A35 CLIP o 12" O.G. TRUSSES PER PLAN ---\ PLYWOOD ROOF SHEATHING 8d NAIL ® 6" o.c. TO TRUSS PANELS 8d NAIL ® 6" o.c. TO TRUSS (2) 2X TOP PLATE 2X STUD/ SHEAR WALL PER SGHEDULE SHF—A5,:' ^ALL FF—f;,F. TO Tf;,'IJSS NO SCALE TRUSSES OR RAFTERS PER PLAN ROOF SHTG - NAIL PER SHEAR WALL SGHEDULE 8d ® 6" O.G. 2X BLKG. W/ 16d — ® 8" O.G. a VENT HOLES (RIP BLK'C .d OVERHANG 8 PASG I A SHEATHING PER SHEAR SGHEDULE 2X STUD WALL ® 16" O.G. 01 HI ANCHOR 24" O.G. TYP. 5HEAF-'l ALL TO ROOF GONNEGTION NO SCALE �51� 6ARY TATE RE61 A THOMAS OF WA5HINOTO RE TECT NASH (A) U g W � w U r~ 0 0 rrO^ V J C/) 00 WN P4 00 00 e� H VI O Z IL v V • L date : 08-o�-I -7 permit: revisions: drawn by: checked r�iw� by: I RECEIVED Nov 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT iNritten dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. 24" CARDBOARD BAFFLE ALLOW FOR I" AIR 5PAGE MIN. EXTEND 12" ABOVE I NSULATI ON. SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED TO WEATHER TOP PL. IX FASGIA BD. W/ METAL GUTTER 2X BIRD BLK'6. 1^1/­1 2" SGREENED VENT HOLES WITH 1/4" 6ORRP51ON RESISTANT METAL MESH GOVERIN6 FIN. FLR. TOP PL. (2) 2x TOP PLATE, LAP CORNERS, OFFSET END JOINTS BY 48" _46" 055. OR PLYWD. SHEATHING. NAIL 6" ED6E, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 2x STUDS a 16" O.G. TYP. S 1 D I NG, SEE PLAN FOR TYPE 2x BOTTOM PLATE—\ 2x P.T. SILL—\ FIN. FLR. _ Z_ 4"(P D.S. TIGHTLINE, POSITIVE DRAIN TO STORM SYSTEM FIN. GRADE TO SLOPE AWAY FROM BUILDING N \ /\N CI 6 4"(P PERF. FOOTING DRAIN TILE W/ GLOTH COVER $ GRANULAR COVER AS REO'D. BY SOIL CONDITIONS ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OBS SOLID COX 24-0 PLYWOOD SHEATHING; 8d @ 6"O.G. EDGE 8d ® 12" O.G. FIELD (1/16" OSB AGX PLYWD @ EVES) MIN. I5# UNDERLAYMENT NAIL 6" ED6E, 12" FIELD WITH 8d NAILS, U.N.O. m N. HANDRAIL: r- Z GRIP I%4" - 2" PROJECTION FROM WALL NO LE55 N THAN Ii2". II II II � I OPEN RAIL: APPROVED TRUSSES BEARING OPEN SPACE BETWEEN MANUFAGTURER'5 SEAL. PICKETS SHALL BE SEE ROOF FRAMING PLAN LESS THAN 4" GLEAR FOR 5PAGIN6 I I I I 1 INSULATE PER WSEC I I I I i l/ I I I iy LI\/INO AREA y , FIRE BLOCK ALL VERTICAL / OPENIN65 IN WALLS AT 2X4 STOP PLATES AND FLOORS 2-2X HEADER FLOOR JOIST ENGINEERED JOIST5/FLOOR TRUSSES, SIZE AND SPAGIN6 PER PLAN OR 2X JOISTS %2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER © WALLS AND GEILINC75 AREA FIRE BLOCK ALL VERTICAL OPENIN65 IN WALLS AT PLATES AND FLOORS J"X 10" ANGHOR BOLT W/ 3"X3"X" 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. EXGEPT SHEAR WALLS - SEE SHEAR WALL NAILIN6 SCHEDULE. FIREBLOGK STAIRS: ONCE IN TOP � BOTTOM OF RUN BETWEEN STRINGERS $ ALONG RUN BETWEEN STUDS USABLE SPACE UNDER STAIRS TO BE I HR FIRE GONSTRUGTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR CEILING) r2_"�57AIR NAIL. - TYPICAL. TYPICAL. 50ALE: N.T.5. 3/4" T$6 PLYWOOD 5UB-FLOOR (GLUED 8 NAILED) NAIL 6" EDGE, INSULATE PER W5EG., 12" FIELD W/ IOd NAILS. 48" MAX. —E UNBALANGED (TALLER WALLS PER PLAN) REBAR PLACEMENT SEE DETAIL ON A-3 Z_ (� ALL REINFORCEMENT MUST BE TIED IN PLACE FOR FOUNDATION INSPEGIT01 SEE FOUNDATION PLAN FOR FT6. / FDN. SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL SEE FOUNDATION PLAN FOR BEAM SIZE $ POST SIZE / SPAGIN6 a0# FELT 6 MIL. POLY VAPOR BARRIER rT-� TYP I GAL VNALL SECT 1 ON5 50ALE: N.7.5. TOP FLANGE J015T HANGER PER PLAN SOLID BLOCKING BRO. WALL ABOVE TYP. ENGINEERED JOISTS, SIZE AND 5PAG I NG PER PLAN, 2x4 GUSSET EA. SIDE - "5IMP50N" HGAMIO POST TO GONG. SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL NOS I N6 2x P.T. SILL #4 REBAR W "J" BAR 5/e"X 10" ANGHOR BOLT W/ 3"X3"X /4 " PLATE WASHERS ® 48" o.c. NO LE55 THAN 4Y2" S NO MORE THAN 12" FROM EA. END SILL GORNER, JOINT, END, OPENING ETG. 7" MIN. EMBEDMENT INTO GONG. EXGEPT SHEAR WALLS - SEE SHEAR WALL NAILING SGHEDULE. II #4 REBAR (§ 16" O.G. HORIZONTAL LL #4 REBAR @) 48" O.G. VERTICAL 3" MIN. GLR. TYP. ALL FOOTIN65 TO BEAR ON BEARING SOIL STO. fOUNDAT 1 ON DE7A I L HAN6ER 6 SCALE: N.T.5. PER IRG R403.1.3 4 R403.1.3.1 0 ` 3-2x12 STRINGERS LU 2 2X4 BLOGKIN6 Z (F I RESTOP) 7- -FIREBLOGK5 \O STAIR NOTES: RISER HE 16HT = —7-3/4" MAX TREAD DEPTH = 1 O" MIN. sv 4" GONG 4" 6RANI DOUBLE STUD © EAGH. STRAP EDGE RIM JOIST 1­15T48 (9) CENTERLINE OF RIM JOIST PONY 1NALL (2) 2X41S (9 16" O.G. OR (1) 2X6 (�p 16 "O .G. t-11N. -7/16" PANEL SHTCE7. E31-OG1<ED EDGES 8d(g 6" O.G. (g EDGES Od(�p 12" O.G. IN FIELD OR SHEARWALL NA I L I NCB PER PLAN HOLE SHE/ 5/4" Ta O FLR. SHTC�. -FLOOR JOIST PER PLAN A.E3. 4 FDTN. PER TYP. DETAIL 4 TYP I cf AL FONT kNALL 1DI=_7A1 L 61 SEE GENERAL NOTES NO 5GALE HASH AND ASSOCIATES GI GENERAL NOTES: I. All construction per applicable codes and ordinances. 2015 IRG, IBG.-2015 WA5HIN&TON STATE ENER6Y CODE 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 2015 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 wails, use double joists or as noted on plan. Double joist (or extra TJI) under all non - bearing parallel walls. ci. TJI products to be installed per manufacturer's Installation guide and approved reports. IO.AII metal connections to treated wood shall be of a minimum; triple zinc ZMAX (6185 per ASTM A653); Hot Dip 6olvonze (ASTM A125 for connectors and ASTM155 for fasteners and anchors. 11. All bathroom fans, kitchen hood, and dryer ducts shal I be exhausted through the attic to the roof or through the floor system to on outside wall. All wall ducts shall terminate at least 36" from a window opening. CLIMATIC, AND GEOCGRAPH I G DESIGN CRITERIA: TERMITE: SL16HT TO MODERATE DECAY: SLIGHT TO MODERATE WINTER DESIGN TEMP: 170 IGE5HIELD REQUIRED: NO FLOOD HAZARDS: 2005 lqc12 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 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 -7O#/5F SOIL 1500 P5F MINIMUM CONCRETE: -5000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT 15 BETWEEN 5-7% (TABLE 402.2 IRG) MASONRY PER 2015 IBG STEEL : PER 2015 IBG (GRADE 60) WOOD PER 2015 IBG NAILING PER 2015 IRG NAILING PER TABLE R602.3(I), Rb02.10 WIND: 85 MPH SE15MIG: SEE CALCULATION PACKET WEATHERING POTENTIAL: MODERATE FROST LINE: 18" E.F.P.: 45 P5F 4" BEAM: DOUOLAS FIR #2 6" BEAM: fv = 85 fb = 875 PSI E = 1,600,000 4" POST: DOU6LA5 FIR #2 6" POST: fv = 85 fb = 875 PSI E = 1,300,000 JOISTS $ RAFTERS HEM FIR #2 t STUDS: fv = 75 fb = b50 PSI E = 1,300,000 6LU-LAM BEAMS: fv = 165 psi fb = 2,400 psi (reduced by size factor, GF*KI) E = 1,800,000 psi NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE NOTED ON THE PLANS. I. SUBFLOOR: T� 6 PLYWOOD OR 05B APA RATED 5TURD-I-FLOOR 16" O.G., 3/4" WALL t ROOF 5HEATHIN6: APA RATED SHEATN6 24/16 7/16" FOOTING FOR : 8" WALL - 18"x 12" FOOTING 18" BELOW GRADE #4 STUB STEEL - 48" o.c. VERT. UNLESS NOTED OTHERWISE 2� 12 REGI ERE A TEGT GARY T#OM r NASi-I TAT, OF YVABi-IIIV'TO L � � V � C ~ V H VI lu A V L dote: 07-21-16 permit: revisions: drawn by: RO checked by: SHEET I RECEIVED Nov 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT