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APPROVED PLN BLD ENG RESUB1 BLD2024-1687+Architectural & SITE_Plan+2.10.2025_7.44.25_PM+4755244CLIMATIC & GEOGRAPHIC DE51GN CRITERIA IRC TABLE R301.2(1) ROOF SNOW WIND SPEED y TOPOGRAPHIC 5PECIAL WIND WINDFORNE 5EI5MIG DESIGN WEATHERING d FROST LINE TERMITE OUTDOOR DESIGN TEMP ICE FARRIER UNPERLAYMENT FLOOD AIR FREEZING MEAN LOAD' EFFECTS ` REGION DEFRIS ZONE CATEGORY DEPTH (F)- HEAT/COOL REQUIRED HAZARD5 ` INDEX ANNUAL TEM 25 110 YE5 NO NO DZ MODERATE 12 5LIGHT TO 013/17 NO NO ll3 53 MODERATE MANUAL J DESIGN CRITERIA" ELEVATION LATITUDE WINTER HEATING 5UMMER COOLING ALTITUDE CORRECTION INTERIOR DESIGN DESIGN TEMPERATURE HEATING TEMPERATURE FACTOR TEMPERATURE COOLING DIFFERENCE 154 FT 47°3°J'2(0a 72°F MAX 70°F MIN 0.019 72°F 75°F 40°F COOLING TEMPERATURE DIFFERENCE WIND VELOCITY HEATING WIND VELOCITY COOLING COINCIDENT WET FULF DAILY RANGE WINTER HUMIDITY 5UMMER HUMIDITY S°F N.A. N.A. (o(0 MEDIUM 75% (00% a. THIS IS THE MINIMUM ROOF SNOW LOAD. WHEN USING THIS SNOW LOAD IT WILL BE LEFT TO THE ENGINEER S JUDGMENT WHETHER TO CONSIDER DRIFT OR SLIDING SNOW. HOWEVER, RAIN ON SNOW SURCHARGE OF 5 PSF MUST BE CONSIDERED FOR ROOF 51_01"E5 1_E55 THAN 6 DEGREE5. le. WIND EXP05URE CATEGORY AND TOPOGRAPHIC eFFECT5 (WIND SPEED-UF KZT FACTOR) SHALL BE DETERMINED ON ASITE-SPECIFIC BA515 BY THE ENGINEER OF RECORD (COMPONENTS AND CLADDING NEED NOT CONSIDER TOPOGRAPHIC EFFECTS UNLESS OTHERWISE DETERMINED BY THE ENGINEER OF RECORD). °. WEATHERING MAY REQUIRE A HIGHER 5TRENGTH CONCRETE OR GRADE OF MASONRY THAN NEGE55ARY TO 5ATI5FY THE 5TRUCTURAL REQUIREMENT5 OF THI5 CODE. THE GRADE OF MA50NRY UNITS SHALL BE DETERMINED FROM ASTM C 34, G 00, G 62, C 73, CVO, C IZV, G 140, C ZIG OR G (002. A THE CITY OF KIRKLAND PARTICIPATES IN THE NATIONAL FLOOD INSURANCE PROGRAM (NFIP)5 REGULAR PROGRAM (NO 5PECIAL FLOOD HAZARD AREA). ZOZI W5E0 & IRC VENTILATION TABLE 402.1.3 CLIMATE ZONE 5 AND MARINE 4 FENESTRATION U-FACTOR (�j) 0.3o SKYLIGHT (b) U-FACTOR 0.r2o CEILING R-VALUE (e) (00 W00D FRAME WALL (I,1) R-VALUE Zo+g OR 0+I0 FLOOR R-VALUE 30 BELOW -GRADE (c,h) WALL R-VALUE 10/15/21 117t. +5TI3 SLAB (d,f) R-VALUE )e DEPTH 10, 4• 4. FOR 51: I FOOT = 30441;) MM, GI = CONTINUOUS IN5ULATION, INT = INTERMEDIATE FRAMING. a. R-VALUE5 ARE MINIMUMS. U-FACTOR5 AND 5HGC ARE MAXIMUMS. WHEN INSULATION 15 IN5TALLED IN A CAVITY WHICH 15 LE55 THAN THE LABEL OR DESIGN THICKNE55 OF THE INSULATION, THE COMI-RF-55EP R-VALUE OF THE INSULATION FROM APPENDIX TABLE A101.4 SHALL NOT BE 1_E55 THAN THE R-VALUE 5PEGIFIED IN THE TABLE. k THE FENESTRATION U-FACTOR COLUMN EXCLUD155 5KYLIGHT5. 1110/10/21 +6T5" MEAN5 R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-10 CONTINUOUS INSULATION ON THE NTERIOR OF THE WALL, OR R41 CAVITY INSULATION FLU5 A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT THE INTERIOR OF THE BASEMENT WALL.'10/15/21 +5T6' SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLU5 R-0 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. 'STB' MEAN5 R-9 THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL, A R-10 CONTINUOUS INSULATION 15 REQUIRED UNDER HEATED SLAB ON GRADE FLOOR5. 515E 5ECTION R402.2.1J.1. e. FOR 51NGLE RAFTER- OR J015T-VAULTED GEILING5, THE INSULATION MAY BE REDUCED TO R-38J IF THE FULL INSULATION DEPTH EXTEND5 OVER THE TOP PLATE OF THE EXTERIOR WALL. f. R-7.0 CONTINUOUS INSULATION INSTALLED OVER AN EXI5TING 5LA1515 DEEMED TO BE EQUIVALENT TO THE REQUIRED PERIMETER SLAB INSULATION WHEN APPLIED TO EXISTING 51_AB5 COMPLYING WITH SECTION R0031.1. IF FOAM PLA5TIG 15 U5ER IT 5HALL MEET THE REQUIREMENT5 FOR THERMAL BARRIERS PROTECTING FOAM PLASTICS. I. FOR LOG 5TRUGTURE5 DEVELOPED IN COMPLIANCE WITH STANDARD ICC 400, LOG WALLS SHALL MEET THE REQUIREMENT5 FOR GUMATE ZONE 0 OF ICC 400. k. INT. (INTERMEDIATE FRAMING) DENOTES FRAMING AND INSULATION A5 DESCRIBED IN SECTION AIo3.Z.2 INCLUDING STANDARD FRAMING I(a INGHE5 ON CENTER, 7S PERCENT OF THE WALL CAVITY INSULATED AND HEADER5 INSULATED WITH A MINIMUM OF R-10 INSULATION. I. THE FIR5T VALUE 15 CAVITY INSULATION, THE SECOND VALUE 15 CONTINUOU5 INSULATION. THEREFORE, A5 AN EXAMPLE,'RI3+10' MEAN5 R-13 CAVITY INSULATION PLU5 R-10 CONTINUOUS INSULATION. J. A MAXIMUM U-FACTOR OF 0.32 SHALL APFLY TO VERTICAL FENESTRATION PRODUCTS IN5TALLED IN BUILDINGS LOCATED ABOVE 4000 FEET IN ELEVATION ABOVE 5EA LEVEL, OR IN WIND BORNE DEBRIS REGIONS WHERE PROTECTION OF OPENINGS 15 REQUIRED UNDER SECTION R301.2.1.2 OF THE INTERNATIONAL RESIDENTIAL CODE GENERAL NOTES: SMOKE ALARM5 AND HEAT DETECTION THE5E GENERAL NOTES ARE TO BE U5E12 A5 A SUPPLEMENT TO THE DRAWING5. ALL 51VIOKE ALARM5 SHALL BE L15TED IN ACCORDANCE WITH ULZ17 AND IN5TALLED IN ANY DISCREPANCIES FOUND AMONG THE DRAWING5, GENERAL NOTES AND 51TE ACCORDANCE WITH THE FROVI5ION5 OF THI5 CODE AND THE HOUSEHOLD FIRE WARNING CONDITION5 SHALL BE REPORTED TO THE ARCHITECT, WHO 51­IALL CORRECT 5UGH EQUIPMENT PROVI51ON5 OF NFPA 7Z. 5MOKE ALARM5 5HALL RECEIVE PRIMARY POWER DISCREPANCY IN WRITING, ANY WORK DONE BY THE CONTRACTOR AFTER THE FROM THE BUILDING WIRING AND BE IIOV INTERCONNECTED WITH BATTERY BACK-UF. DISCOVERY OF A D15CREPANCY 5HALL BE DONE AT THE GONTRACTOR5 OWN R15K. EXHAU5T HOOD MAKEUP AIR (MOO-3-4): KITCHEN EXHAU5T HOOD5 EXHAU5TING OVER ALL METHODS AND MATERIAL5 TO CONFORM TO THE 20ZI INTERNATIONAL BUILDING 4000FM SHALL BE EQUIPPED WITH MAKEUP AIR AT A RATE APPROXIMATELY EQUAL TO CODE, ZOZI INTERNATIONAL RE5IDENTIAL CODE AND ZOZI WA5HINGTON 5TATE ENERGY THE EXHAU5T RATE. 5UGH MAKE UP 5Y5TEM5 5HALL BE EQUIPPED WITH A MEAN5 OF CODE A5 AMENDED AND ADOPTED BY APPLICABLE JURI5DIGTION. GLO5URE AND SHALL BE AUTOMATICALLY CONTROLLED TO START AND OPERATE 51MULTANEOU5LY WITH THE EXHAU5T 5Y5TEM. PE51ON CRITERIA (IRO 300: THE ENGINEERED LATERAL DE51GN FOR THE BUILDING 15 IN ACCORDANCE WITH THE ZOZI INTERNATIONAL BUILDING CODE AND 15 PROVIDED BY THE FIREBLOGKING: SHALL BE PROVIDED TO GUT OFF ALL CONGEALED DRAFT OPENINGS AND TO ENGINEER OF RECORD. FORM AN EFFECTIVE FIRE BARRIER BETWEEN 5TORIE5 AND BETWEEN TOP 5TORY AND ROOF SPACE. IN5TALL PER IRC 3oZ.11 DE510N LOAD5: - - - ROOF: LL-20, DL-10, TL-40 WA E- E AN Y U AG N OA G O Y U OA U E A A TRR515T TGPSMB KIGB RD IR 2 GPSMB RD 5D 5 C 7 37) - - - FLOOR: LL-4o, DL-lo, TL-5o AG ER 0ARD OR CERAMIC TILE 5HALL CONFORM 0 A5TM G (o G OR G B K B F T H F T T 13°J 1175 1275• DECK: LL=10, DL=60, TL=70 WATER-RE515TANT GYP5UM BOARD SHALL NOT BE INSTALLED OVER A VAPOR RETARDER IN A 5HOWER OR TUB COMPARTMENT. GUT OR EXPOSED E12GE5, INCLUDING TH05E AT CONCRETE FOUNDATIONS: WALL INTER5ECTION5, 5HALL BE SEALED A5 RECOMMENDED BY THE MANUFACTURER. CONCRETE FOUNDATION5 5HALL BE DE5I0NED IN ACCORDANCE WITH IRO CHAPTER 4. MIN. CONCRETE COMPRESSIVE STRENGTH (f'c) : 3,000 PSI (R4o4.1.3.3.1) FA5TENER5 IN PRE5ERVATIVE TREATED WOOD (R317,3•I): FA5TENER5, INCLUDING NUTS AND WA5HER5, FOR PRE5ERVATIVE TREATED WOOD SHALL BE HOT DIPPED ZING -COATED, MIN. YIELD STRENGTH 0F STEELREINFORCEMENT- o0 000 PSI GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. STAPLES SHALL BE CONCRETE MIXING Br DELIVERY 5HALL COMPLY WITH A5TM 0,94 OR A5TM C (085 OF 5TAINLE55 5TEEL. MIN. REINFORCEMENT COVER, IF CA5T AGAIN5T EARTH. 3 MIN COVER. IF GA5T AGAIN5T REMOVABLE FORM5: 1-1/Z" FOR NO. 5 15AR5 AND 5MALLER, Z" FOR NO. (0 DRIP EDGE (IRC R%05,2.5•5): A DRIP EDGE SHALL BE PROVIDED AT EAVE5 AND GAB1.E5 OF BARS OR LARGER. (R4o3.1.3.0.3 & R404.1.3.3.7.4) ASPHALT 5HINGLE ROOF5 AND 5HALL EXTEND .Z5 INGHE5 BELOW 5HEATHING AND Z" UP ROOF DECK FORM5 5HALL BE MADE OF AN APPROVED MATERIAL. FORM5 5HALL BE P05ITIONEP AND SECURED BEFORE PLACING CONCRETE AND 5HALL PROVIDE SUFFICIENT WHOLE-HOU5E VENTILATION 5Y5TEM USED: STRENGTH TO CONTAIN CONCRETE DURING THE CONCRETE PLACEMENT OPERATION - VENTILATION 5Y5TEM (IRC R404.1.3.3•(0) PER 5ECTION MI505.4 VENTILATION RATE = 48 GFM ( 1815 5•F. / 3 15EDR00M5) PER TABLE MI5o5.q.3C3), INTERMITTENT RATE FACTOR = 1.5 FOR (o(o% RUN TIME, CONCRETE 5HALL BE CON50LIPATEP BY 5UITA15LE MEAN5 DURING PLACEMENT AND PER TABLE MI505.4.3(Z) 5Y5TEM FACTOR = 1.5 FOR NOT BALANCED NOT DISTRIBUTED 5HALL BE WORKED AROUND EMBEDDED ITE05 AND REINFORCEMENT AND INTO CORNER INTERMITTENT FAN AIRFLOW RATE = 48 GFM X 1.0 = 72 GFM OF FORMS (IRC 404.1.3.3.5) INTERMITTENT OFF OPERATION (MISOri.4.3•Z): VERTICAL AND HORIZONTAL WALL REINFORCEMENT 5HALL BE THE LONGEST LENGTHS 5TEM5 SHALL BE PROVIDED WITH ADVANCED PRACTICAL. WHERE 5PLICE5 ARE NEGE55ARY IN REINFORCEMENT, THE LENGTH CONTROL5 THAT ARE CONFIGURED TO OPERATE THE 5Y5TEM WITH INTERMITTENT OFF 5HALL BE IN ACCORDANCE WITH TABLE R&OS.0.4(I) AND FIGURE THE OPERATION AND 5HALL OPERATE FOR AT LEAST TWO HOURS IN EACH FOUR-HOUR MAXIMUM GAP BETWEEN NON -CONTACT PARALLEL BARS AT A LAP 5PLIGE 5HALL NOT SEGMENT, EXCEED THE 5MALLER OF ONE -FIFTH THE REQUIRED LAP LENGTH AND (o INGHE5. FOR GRADE (00 5TEEL #4 BAR (TABLE R(oOS.ri,40), 5Y5TEM CONTROLS (MI0O5.4•Z): -LAP 5PLIGE LENGTH-TEN510N = 30 INGHE5 -TEN51ON DEVELOPMENT LENGTH FOR STRAIGHT BAR = 23 INGHE5 THE WHOLE-HOU5E MECHANICAL VENTILATION 5Y5TEM 5HALL BE PROVIDED WITH -TEN5ION DEVELOPMENT LENGTH FOR 90-DEGREE AND ISO -DEGREE WITH NOT CONTROLS THAT COMPLY WITH THE FOLLOWING: LE55 THAN 2.5 INGHE5 OF 51DE COVER PERPENDICULAR TO PLANE OF HOOK AND ,90-DEGREE 5TANDARD HOOKS WITH NOT LE55 THAN Z INGHE5 OF COVER ON THE I. THE WHOLE -HOUSE VENTILATION 5Y5TEM 5HALL BE CONTROLLED WITH MANUAL BAR EXTEN51ON BEYOND HOOK = 0J INGHE5 5WITCHE5, TIMER5 OR OTHER MEAN5 THAT PROVIDE FOR AUTOMATIC OPERATION OF -TEN51ON DEVELOPMENT LENGTH FOR BAR WITH 0>0-DEGREE AND ISO DEGREE THE VENTILATION 5Y5TEM THAT ARE READILY A00E5515LE BY THE OCCUPANT) 5TANDARD HOOK HAVING LE55 COVER THAN REQUIRED ABOVE = IZ INGHE5. Z. WHOLE-HOU5E MECHANICAL VENTILATION 5Y5TEM 5HALL BE PROVIDED WITH CONTROL5 THAT ENABLE MANUAL OVERRIDE OFF OF THE 5Y5TEM BY THE DAMPPROOFING (IRC R40(o). OCCUPANT DURING PERIODS OF POOR OUTDOOR AIR QUALITY. GONTROL5 5HALL STAIN EARTH AND ENCLO5E INTERIOR 5PAGE5 AND FLOORS INCLUDE PERMANENT TEXT OR A 5YM150L INDICATING THEIR FUNCTION. RECOMMENDED BELOW GRADE SHALL BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED CONTROL PERMANENT LABELING TO INCLUDE TEXT 51MILAR TO THE FOLLOWING: "LEAVE ON UNLESS OUTDOOR AIR QUALITY 15 VERY POOR." MANUAL CONTROLS GRADE. CONCRETE WALL5 SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE SHALL BE READILY ACGE551BLE BY THE OGGUPANT3 MATERIALS LISTED IN R 40(0.l & R40(o.2 3• WHOLE -HOUSE VENTILATION 5Y5TEM5 5HALL BE CONFIGURED TO OPERATE INFILTRATION CONTROL (W5E0 4OZ): GONTINUOU51_Y EXCEPT WHERE INTERMITTENT OFF CONTROL5 AND SIZING ARE AND DOOR FRAMES, OPENING5 BETWEEN WALLS AND PROVIDED PER SECTION M1000,4.3.2• FOUNDATION5, BETWEEN WALL5 AND ROOF AND BETWEEN WALL PANEL) OPENIN05 AT PERMANENT CERTIFICATE 5HALL BE PO5TED WITHIN 3 FEET OF THE ELECTRICAL PANEL PENETRATION OF UTILITY SERVICES THROUGH WALLS, FLOOR AND ROOF5jAND ALL OTHER OR ON THE PANEL IT5ELF• THE CERTIFICATE 5HALL BE COMPLETED BY THE BUILDER OR OPENING IN THE BUILDING ENVELOPE 5HALL BE 5EALED, CAULKED AND GA5KETED OR REGISTERED DE51GN PROFESSIONAL AND L15T THE FOLLOWING: IN5ULATION R-VALUE5 WEATHER5TRIPFED TO LIMIT AIR LEAKAGE. OTHER EXTERIOR JOINT5 AND 5EAM5 5HALL FOR ALL BUILDING FRAMING AND FOUNDATION/SLAB COMPONENTS, DUCT INSULATION BE 51MILARLY TREATED, OR TAPED, OR COVERED WITH MOISTURE VAPOR PERMEABLE OUTSIDE CONDITIONED AREAS, GLAZING U VALUES AND/OR SHGG VALUES, TYPE AND RAP ALL E Z. ALL EXTERIOR DOORS OR DOORS SERVING A5 ACCESS TO AN ENCLOSED UNHEATED EFFICIENCY OF HEATING/COOLING 5Y5TEM AND HEATING EQUIPMENT, DUCT LEAKAGE AREA 5HALL BE WEATHER5TRIPPED TO LIMIT LEAKAGE AROUND THEIR PERIMETER WHEN RATE5 INCLUDING TE5T CONDITIONS AND AIR LEAKAGE RE5ULT5 (W5E0 401.3)• IN A 01-05E2 1`05ITION 3, RECESSED LIGHTING FIXTURES (402.4.4), WHEN INSTALLED IN THE BUILDING ENVELOPE EXHAUST DUGT5: EXHAUST DUGT5 5HALL BE EQUIPPED WITH BACK -DRAFT DAMPERS. ALL 5HALL BE: EXHAU51 PUIN UNCONDITIONED 5PAGE5 5HALL BE IN5ULATED TO A MINIMUM OF R-4. -TYPE IC RATED AND CERTIFIED UNDER A5TM e2S3 TO HAVE NO MORE THAN 2.0 GFM AIR HIGH EFFICACY LUMINARIES (W5E0 R404): ,90% OF ALL LUMINARIE5 5HALL BE HIGH MOVEMENT -THE LIGHTING FIXTURE 5HALL BE TE5TED AT 7& PA5GAL5 OR I.ri7 1_155/5F PRE55URE DIFFERENCE AND LABELED SHOWING COMPLIANCE TESTING (W5EG R402.4.3.3): REQUIRED FOR ALL BUILDINGS AND 5HALL OCCUR ANYTIME -5HALL BE IN5TALLED WITH A GA5KET OR CAULK AT THE CEILING TO PREVENT AIR IN5TALLATION OF PENETRATION5 OF THE BUILDING LEAKAGE ENVELOPE. ACCEPTABLE AIR LEAKAGE TO BE 1-E55 THAN 0 AIR CHANGE5 PER HOUR VAPOR 15ARRIER5/GROUND COVER5: WITH A BLOWER DOOR AT A PRE55URE OF .Z INCH W.G. (0o PA5CAL5) (5HEET POLYETHYLEWE-, PERFORATED ALUMINUM FOIL) OR GLA55 II SEALING (W5E0 R403.3.4): DUGT5 5HALL BE LEAK TESTED IN ACCORDANCE WITH W5U (KRAFT-FACED 1`I15ERGLA55 15ATT5) VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR MAXIMUMU!51N& THE DUCT LEAKAGE RATE5 5PEGIFIED. 51PE OF FRAMED WALL5 (R702.7.1) -PO5T CON5TRUGTION & ROUGH -IN: TOTAL LEAKAGE TO BE LE55 THAN OR EQUAL TO GLA55 III VAPOR RETARDER (LATEX OR ENAMEL PAINT) PERMITTED AT VENTED CLADDING 4CFM PER 100 5.F• OF CONDITIONED FLOOR AREA AT 0.1 INGHE5 W.G. FOR ENTIRE 5Y5TEM, OVER WOOD 5TRUCTURAL PANELS, FIBERBOARD, OR GYPSUM, OR CONTINUOUS INSULATION INCLUDING AIR HANDLER ENGLO5URE. ALL REGISTER BOOTS 5HALL BE TAPED OR WITH R-VALUE >= 2.5 OVER Zx4 WALL5 OR R-VALUE >=3.70 OVER Zx(o WALLS. (R702.7.3) OTHF-RW15E 5EALED DURING TE5T. LEAKAGE TO OUTDOOR5 5HALL BE LE55 THAN OR EQUAL TO 4CFM PER 100 5QUARE FEET OF CONDITIONED FLOOR AREA VAPOR RETARDER UNDER 5LA15 (R*06.2.3): 10 MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT 1_E55 THAN (0 5HALL BE PLACED BETWEEN THE DUCT INSULATION & INSTALLATION (W5E0 R403.3•(0 & R403.3.7): CONCRETE FLOOR 5LAB AND THE 15A5E COUR5E OR THE PREPARED 5UB0RAPE WHERE MINIMUM R-S, EXCEPT IF LOCATED COMPLETELY WITHIN NO 5A5E COURSE EX15T5. EXCEPT AT GARAGES, UTILITY BUILDINGS AND OTHER THE BUILDING THERMAL ENVELOPE. BUILDING FRAMING GAVITIE5 5HALL NOT BE U5ED A5 UNHEATED ACCE55ORY 5TRUGTURE5. DUGT5 OR PLENUMS. INSTALLATION OF DUGT5 IN EXTERIOR WALL5, FLOORS OR GEILING5 5HALL NOT DISPLACE REQUIRED ENVELOPE IN5ULATION. GROUND COVER (R4oS•I): & MIL BLACK POLYETHYLENE OR APPROVED EQUAL 5HALL BE Electric Vehicle (EV) Ready: A minimum of one 40-amp dedicated 208/240-volt LAID OVER THE GROUND WITHIN CRAWL 5PAGE5 AND 5HALL BE OVERLAPPED IZ" MINIMUM circuit shall be installed in the electrical panel. The circuit shall be fully wired and AT THE JOINT5 AND 5HALL EXTEND TO THE FOUNDATION WALL terminate at a receptacle outlet, located on the interior side of the Garage East Exterior wall. STRUCTURAL LOT COVERAGE LOT AREA 1 13067 STRUCTURAL FOOTPRINT 1894 PROPOSED LOT COVERAGE = 14% Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. ALL WORK SUBJECT PPROV-ED TO FIELD INSPECTION FOR P L N SMU3� B-E SITE CODE COMPLIANCE I N. jO-BF D qT __ TP;RD� PROJECT INFORMATION z o O I� U Z LLJ LJ � = U ADDRE55 1010 5RRUGE 5T EDMOND5 0JSO2o �C �Q PARCEL NUMBER 27032000103200 Q 3: to Ib OWNER WE5TLEY DANIEL E w CO z 5E0 Z0 TWP Z7 ROE 03RT-141A) BAAP 3(oe FT 5 8- (000 FT E OF NI/4 COR TH E IZO FT TH LEGAL DE5CRIPTION 5 100 FT TH W 120 FT TH N 100 FT TFB EXC N ZO FT THOF FOR RP SCOPE OF WORK OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ■ 107 5F GARAGE GONVER510N ON MAIN FLOOR, Igo 5F GARAGE ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY ■ I ADDITION UTILITIES MAY REQUIRE A SEPERATE PERMIT. , I ; OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OBTAIN ELCTRICAL PERMIT'FROM ieo.00 - ■ - 5 8e�°or;7 00 E. - BOR INDUS RIES - - - - - - - 1 - , 1 - 1 III I �0•...� 1 I III , , I 1 I I II 1 ---------------------- 0 ENGINEERING DIVISION APPROVED AS NOTED 02/27/202E NO STORMWATER MANAGEMENT SYSTEM REQUIRED AT THIS TIME. IF NEW AND/OR REPLACED IMPERVIOUS SURFACE EQUALS 2000SQFT OR GREATER, A STORMWATER MANAGMEMENT SYSTEM MAY B[ iREQUIRED PER CITY CODES AND STANDARbS Separate permit for plumbing required. Apply @Mybuildingpermit.com Special inspection required for post installed epoxy anchors. Provide reports to city inspector. I I I I � I i � I- ----- -� ------------------- /* Downspout Full Infiltration Systems (BMP T5.10A) Q Fine Sand, Loamy Sand = 75LF/1,000SF => ,&XISTIN& OVE & (182sf/1,000sf)*75 LF = -14 LF GE EX. ✓INGL�X WA Y Site Soils: Everett Gravelly Sand Loam 0-8% (USGS) I=AMIL`l VAL -- -- \ I � RE5ID�NGE 'll _ EXISTING O _N ASPHALT O -: DRIVEWAY O I -- II i O I � i O I i ����•�.:. :-:T:-..:-.•.=:=:-:.. i II � ��.:;�.;.:�a�•T:.:�:-.: '::'::'::'::::'::'::.. ..:.. SF GARAGE ;a:•: •::•: ::•:•:: : : : :.:. ADDITION 1. 2�' I ................ Or EXIST. 0 0 E PRPSDI�i4 AVEL WAL GR K ARA E yy 5 G G 9 PROPOSED 107 ":•.....:...' . PROP05E1? SILT 5 ARA E FG G EXISTING GO G. PAD I FENCE PER DTL GONVER510N ..•..�E . i, • ....... . O E REMO ED- NEW T 5HT G r A. ::::::::::::::::: ASPHALT PAVEMENT I`\ I\ \ I _I \ 1r \ • L I \ 8 ft \ � 1 Uvft \ I O � \ 0 \ 5 Pj8 0 9 00 E - Downspout Full Infiltration Systems (BMP T5.10A) Fine Sand, Loamy Sand 75LF/1,000SF => (305sf/1,000sf)*75 LF = -23 LF Nte Soils: Everett Gravelly Sand Loam 0-8% (USGS) JOINTS IN FILTER FABRIC 5HALL BE 5PLICED AT 2"xZ" BY 14 &S. WIRE OR P05T5. U5E STAPLES, WIRE RING5, OR EQUIVALENT, IF 5TANDARD EQUIVALENT TO ATTACH FABRIC TO P057 . 5TRENGTH FABRIC U5E12 FILTER FABRIC - II I II I N 1=F1 1F1 1 1-1 1 1-III-I 1 1=1 11. , ,1 I I -III -I 1 1 I, (o' MAX. MINIMUM 4"x4" TRENCH N �I BAGKFILL TRENCH WITH P05T SPACING MAY BE NATIVE 501L OR 3/4-1.511 INCREASED TO S' IF WIRE WASHED GRAVEL BACKING 15 U5ED 2"x4" WOOD PO5T5, 5TEEL FENCE NOTE: FILTER FABRIC FENCES P05T5, REBAR, OR EQUIVALENT 5HALL BE INSTALLED ALONG SILT FE N C E CONTOUR WHENEVER Not Approved as an P0551151-E NOT TO SCALE Accessory Dwelling Unit APPROVED BY PLANNING Mar 04 2025 Zone RS-8 Corner Flag X Setbacks: Required Actual Front __ _ 7.5' Sides ------------ ok =-------- Rear ' Other 25' 211311 Height Downspout Full Infiltration Systems (BMP T5.10A) Fine Sand, Loamy Sand = 75LF/1,000SF => (368sf/1,000sf)*75 LF = -28 LF Site Soils: Everett Gravelly Sand Loam 0-8% (USGS) III Interconnected Smoke Alarms Are A Requirement ;I Of This Permit In Accordance With R314.2.2 �I ............................................. City Of Edmonds Building Department Work ADDITION/REMODEL Address 1010 SPRUCE ST Owner WESTLY Approved Date Building Official Permit Number 02/24/2025 BLD2024-1687 ZONING ZONE R5-S 5ET15ACK5 5TREET: Z5', 5112E: 7'-(0", REAR: LOT GOVERAGE 35% HEIGHT LIMIT 2 2 IMPERVIOUS COVERA&E REPLACED AREA (5F) DRIVEWAY CONCRETE PAD 31(0 ATTACHED GARAGE Z71 DETACHED GARAGE 300 SIDEWALK 157 TOTAL REPLACE 1044 NEW AREA (5F) GARAGE 307 TOTAL NEW 307 TOTAL (NEW + REPLACED)13�i1 PER CITY OF EDMOND5 0•30•(00, THI5 PROJECT DOE5 NOT RESULT IN 2,000 5F OR GREATER OF NEW PLU5 REPLACED HARD SURFACE AREA AND IS THEREFOR EXEMPT FROM 5WMMWW MIN REQUIREMENT5 I AND 2 THROUGH 0• ALL DEVELOPMENTS 5HALL BE REQUIRED TO COMPLY WITH MINIMUM REQ#2 UTILITY LEGEND • • • • • • EX. PRVT WATER v i EX STORM RYWELLRVICE DC N ............• EX ROOF DRAIN LINE J r EX STORM SPLASH BLOCK � EX RAINWATER HARVEST BARREL q v < •'"' EXISTING 48" SANITARY MANHOLE Q U] Z3 ■ ■ ■ ■ ■ ■ ■ EX 8„ SANITARY MAIN GRAVITY ............• EX 6" SANITARY SIDE SEWER GRAVITY W --------- EX NATURAL GAS SERVICE LINE i- O PROP RAINWATER HARVEST BARREL p PROP ROOFDRAIN LINE PROP DOWNSPOUT INFILTRATION ® (BMP T5.10A) GENERAL STORMWATER NOTE: CONNECT FOOTING DRAINS TO EXISTING DOWNSPOUT DRYWELLS. VIGINTIY MAP, - . �AIts T ­ I ­ ­ i � ©Hoty T`i1ny Edmonds - s srackers mass Yy v m.y Emerald Hillsv L4nding North � • `Oemetrls Fm1j^•✓ agues\ Villa Pivarolal� $ �'._ ccdstone ravema y e Hummingtiad s 16, Tdas Omrc� c z \i HIII Park raovs's' a -You FUM ixem 71t1 /Ferry Terminal© F2nCfs AnderSOrlCanter BaA n' 9 Edmonds Q Edmonds D11M..0d Players 9 Main SI ��" 0 ..,'•,� , Dayton sr Dayton SI Edoe on W s e monds Library Yt .� � mares y � as v'a roves. __..:• <_ tZ K WMu9 l abnmar Wars n-i._--y-�'/ 0 -,•gar xepa Yost Pmk Tenms ... - and PICkleball Courts wn ao xowe0 wy9S2�d2Edmonds mti W 91010 Spruce SG - Edmonds, WA 98020 sinto.� ;� airy-Pas�t' Q as Technologies West . P zrannsv `�\® HarJey HomesnW ��en sY 3 e rau plm p1 vines Haas s 2emF9 sw X Pine dl y • �, w s PlayrRlheltl �� u p mn�� ansas. ziwn \) ggI 4 aRr PrA 9Fee issan l' An— Group Home IIQ P slerlllg, In NEIGHBORHOOD Iglesi PINEPA RKN a s Ans 4�,s Elm Perk 22M St sw 2201h St �'11� � �,a� Westgqaattee 'u° 6 � 'PugeHP Wr'hin99 a^•p ElemerrtaryScfioDl� RES U 6 6oagle Feb 11 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AREA CALCULATION LEVEL/ROOM EXIST• NEW TOTAL MAIN FLOOR (5.F•) (052 107 7519 UPPER FLOOR (5.r•) 543 0 543 BASEMENT 513 0 013 TOTAL (5QrT•) 1708 107 010 GARAGE 5S2 leo-107 &rvry SHEET INDEX C COVER -GENERAL NOTE5 I FOUNDATION PLAN Z MAIN I=LOOR PLAN 15A5EMENT LAN 3 UPPER I=LOOR FRAMING 4 UPPER I=LOOR PLAN 5 ROOF FRAMING (o ELEVATION5 7 ELEVATION5 e 5ECTION5 AP -I ARCHITECTURAL DETAILS 51-54 5TRUCTURAL DETAIL5 UNDERGROUND UTILITY NOTE: DEPICTED EXISTING UNDERGROUND UTILITY PLAN IS APPROXIMATE. CONTRACTOR TO FIELD -VERIFY LOCATION OF UTILITIES PRIOR TO CONSTRUCTION ACTIVITIES IN SURROUNDING AREA. CALL 811 BEFORE YOU DIG. "ale: I = 10 0' 10' Zo' 4 J05 # z4-0460 DATE: 2-10-25 SHEET 0- C rnFDYPICI-IT (C) 17 APrNITF-TC I I r a ADI O N --------------------- I ---��------- - 1I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I � I I � I I � I I I I I I I I I NOTES: I. &" 5TEM WALL WITH I(o°x10° FOOTING TYPICAL (U.N.O.)- 5EE DETAIL FOR NOTE5 & REINFORCING. 2. ANCHOR 5OLT5, HOLDOWN5 8e PLATE WA5HER5 PER ENGINEER OF RECORD- 5EE S-SHEETS. 3. ALL WOOD IN DIRECT CONTACT WITH THE GROUND OR CONCRETE TO 6E AN APPROVED FRE55URE-PRE5ERVATIVE TREATED WOOD FOOTING SCHEDULE I --------- 18° 50. x 10" DEEP FOOTING W/ (2) #4 E.W. Lie J Sale: I/4 = I z o� zo � � wCD ct, z x n c� CDLLJ Q Yo Lj L Q z� oC uj U N 10L zUJ `p Q�OL� UJ O aj J Z 3�: 111 SUB IOF 11 2025 EDMONDS WPMENT SERVICES EP"TMENT Z� OII I_I_I J m U Z c/) D O H J015 0 z 4 - 0 A + DATE: 2-10-25 SHEET 0 r np YRI(`_I-IT (cl.F� APr'I IITP:-rTC I I r rem I _F(IFWrl 51121 ---- DENOTE5 110V. SMOKE DETECTOR W/ PATTERY PAGK-UF 8( INTERCONNECTED ALARM5 - VERIFY EXI5TING LOCATION OR INSTALL. DENOTE5 110V. SMOKE DETECTOR CARPON MONOXIDE DETECTOR W/ PATTERY PACK -UP & INTERCONNECTEP ALARMS - VERIFY EXISTING LOCATION OR INSTALL. ---- ro GFM MIN. PATH FAN- VERIFY EXI5ITNG LOCATION OR IN5TALL H.A. PENOTE5 HEAT DETECTOR OR HEAT ALARM O RATED FOR OUTDOOR TEMFERATURE5 W/ 15ATTERY PACK-UF & INTERCONNECTED ALARMS T5G ---- 5AFETY GLAZING 0 EXISTING CONSTRUCTION 0 NEW CONSTRUCTION EXISTING REMOVED &ENERAL NOTES: I. DOORS TO PE (o'-e" HIGH U.N.O. Z. NEW WINPOW5 TO HAVE U-VALUE = 0.30 MIN. 3. ALL EXISTING WALL CAVITY EXP051512 DURING GONSTRUCTION TO PE FILLED WITH IN5ULATION MIN. R-15 AT Zx4 WALLS AND R-21 AT Zx(o WALL5. 4• FILL CAVITY AT 4x EXTERIOR HEADERS W/ R-10 RIGID IN51JLATION. 5, I/Z" GWP REQUIRED 15ETWEEN GARAGE AND LIVING 5PAGE ON WALL5 AND 5UFFORTING STRUCTURE. 0/8" TYPE 'X' REQUIRED ON GARAGE CEILING WHEN HA15ITA15LE 51"AGE IS APOVE GARAGE. (o. EQUIVALENT LENGTH OF DRYER DUCT TO PE F05TEP ON A PERMANENT LAPEL OR TAG WITHIN (o' DRYER 7. SEE EXHAU5T HOOP MAKE-UP AIR NOTE ON COVER 5HEET. Pj. SW-X PENOTE5 5HEARWALL TYP. 515E 5-5HEET5 FOR 5GHEPULE, PETAIL5 & NOT155 ,9. ALL EXTERIOR WALL5 5HALL PE FRAMED A5 5HEARWALL TYPE (o, UNLE55 NOTED OTHERWISE. 10. VERIFY / UPGRADE EXISTING WALL5 A5 REQUIRED FOR 5HEAR WALL 5GHEPULE. AREA CALCULATION LEVEL/ROOM EXIST. NEW TOTAL MAIN FLOOR (S.F•) (ori2 107 7; of UPPER FLOOR (S.F.) 543 0 543 5A5EMENT 513 0 513 TOTAL (50.17.) 1708 107 00 GARAGE 582 18o-107 (oriri z 0 0 w U z cr� w w �z n _ U (/7 0 Q LLI< �w L Yo 03 00 za v C7 O 00 a-+ cy) • N�C.0 M L V N L � aY� • o 0 Onto w C W �Zy � > i Q O w 00 cy) M z � 3 �U N � UJ C\ z Z a nJ z 5W O W ESUB b � 2025 Y Cf]IjDMONDS DEVELOPMIDT SERVICES �DEP TMENT c) 0 0 J LL z 75 L J0150- Zq--04,60 DATE: 2-10-25 5HEET -* LIP) I(o' z o� zo �w L,J0 w�_ unz v~i = _ c� < � < c� Q �� w� w LO o co 00 z< U) v M O a-+ co m Nco co N N Y � W Tt U � uj U � Z w h > m L Q L = w _ co m co 0 3 Z� --------------------- - — C II I r �F I II IIII II I I I I I II EX. FRAMING TO REMAIN M5TG4863 FROM LOW TOP I�� II � PL TO (Z)Zx FULL HEIGHT 3 P05T W/51MP50N A34 EA — — r — — F I uj 53 5112E TO T&B PL'S r — ] r — i I DC v N ---- L-----� I o z j— O LJ - ---- --- - -- -� - �- - —------ rF— ,H I � o � � 7— EX. III vc �LI GRI ET_ CHIMNEY lV 11..1 V III o o z I � TYPICAL�VERMAMING � E Not�� 53 I ,� n 4 O57 i L__ J I III 111L1 A ll ADI I + v API GO MONT 55E5 24°0. ill— -- — JL ----=— ❑ C----��---------� C-- -----� II S ARWA BELO I 3 � 51MP50N G51(ox(o'-o° L �� C �11 �� � �� OVER BLKG/ FRAMING A5 SIM I I PICAL VERFR IT& READ, CENTERED OVER NOT #5 I v WALL INTER5EGTION N ql N III I oII � II lu ta II at MATCH EXIST. MATCH FIST• lV z fMSUB IL— — JI O.H. TO MATCH EX15T. TYP.-2 GABLE END TRU55 11 2025 U.N.O. tl`EDMONDS DEVELOPMENT SERVICES � rpEPARTMENT V O Z� 5II G � W L.L Q LL 0 N0 L.1 J05 0 Z4-04da DATE: 2-10-25 NORTH SHEET 0- Scale: I/4= I' GARAC>E ROOF VENTILATION ROOF AREA: (o�i7 VENTILATION REQUIRED (AREAxl44/300) 310 VENTILATION PROVIDED: VENT BLOCKS (TOTAL BLOCKS): 28 LOWER TOTAL (x7•I S.I. PER BLOCK): AT LOWER (.CiO MIN, .(00 MAX.): 0.(03 REQ'D AT UPPER (.4o MIN, .5o MAX.): 0.37 UPPER AREA REQUIRED (UPPER %xTOTAL AREA): 117 ROOF JACKS TOTAL (UPPER AREA/4o 5.1. USE: 3 SUPPER TOTAL PROVIDED: 147 TOTAL VENT PROVIDED (LOWER+UPPER): 34(0 NOTES: I. VENT BLOCKS TO HAVE (3) 2�� DIAMETER SCREENED HOLES LOCATION NOTED PER PLAN. NOTE: VENTED EAVES AND GABLE END VENTS ARE NOT PERMITTED WHEN BUILDING 15 LOCATED 5' FROM A PROPERTY LINE. Z. PROVIDE 50LID BEARING UNDER ALL GIRDER TRU55E5 OF MULTIPLE STUDS TO MATCH TRUSS WIDTH, U.N.O. 3. ALL TRU55 BOTTOM CHORDS TO BE DESIGNED A5 ATTICS WITHOUT STORAGE (lo PSF LL). TRUSSES SHALL BE DESIGNED WITH A BOTTOM CHORD OPENING LESS THAN 42��x24�� WHERE (2) OR MORE TRUSSES HAVE THE SAME WEB CONFIGURATION. 4• ROOF TRUSSES &DESIGN TO CONFORM TO IRG R802.10.1 5. ROOF OVERFRAMING: 2x4 RAFTERS (cJ 24° D.G. W/ 2x4 POST SUPPORT r 45�� O.G. STAGGERED. BRAGS POSTS OVER !o'-o° (IN ZX FLAT DIRECTION). (o. TRU55 DESIGNS AND DETAILS SHALL BE PREPARED & STAMPED BY AN ENGINEER REGISTERED IN WASHINGTON STATE AND SHALL BE PROVIDED TO THE BUILDING OFFICIAL FOR APPROVAL PRIOR TO INSTALLATION. TRUSS DRAWINGS SHALL REMAIN ON THE JOB SITE. 7. DROPPED BEAMS &HEADERS ARE SPECIFIED ON THE FLOOR BELOW. FLUSH BEAMS ARE SPECIFIED ON FRAMING PLANS 8• ROOF SHEATHING SHALL BE I/2�� T&G OSB OR PLYWOOD. NAIL PANEL EDGES W/Pjd ac lo° O.G. &PANEL FIELD W/ lOd cIZ° O.G., UNLESS NOTED OTHERWISE. rnpvRirNT n.i� ARrNiTFcrl� i i r t- 15A5T ELEVATION SOUTH ELEVATION WE5T ELEVATION HEIGHT LIMIT 373� PLATE (E) FLOOR (E) PLATE (E) =LOOR (E) CL. �14g5 ALUMINUM GUTTER �POWN5POUT )VER FA5GIA TO 1ATGH EX15T. 'YP. v GARAGE PLATE (N) Mudroom/Main PLATE (E) MAIN FLOOR (E) 7 M O co �-+ O U Q C.0 M O L i In aY04 _o . r E � U LLi U a)Z C;) > i Q _ 0 -5 00 O cM O Z 0 )�o oe U N z o J o z RESUB Feb 11 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT VJ Z O� II 1 � a W > J Lu J cl) W J015 Z4-O4da DATE: 2-10-25 SHEET it- 4 �-0 4$122HS I IC-2IXg V0 11 = „+,/ra -aldos ONI.Loo-4 dgiv-iosi -ivolcj/I.L -11V.Lgd 110 II = n'V/"G �7�d✓J -liviod 9VIS Nd-4 '1SIX9/AA2N ,-,I = „I GI OS -liviod J J1J>11nJOV LI lJ 1 10AU— 5z-oa-z -21d4 O)•bo-• F5 0 gor 110s a29?JnisidNn NOINNV9 NO.JV A N'DV19 IN °J 9SV9 04H-J+b-09,J9 Nd1.j Ng j 150j ^� `TJ 1 1soj -O aals m 'bQ 19NNOO-19 dilos xZ "1sixg Nbld Ng j 9NINVN-4 C 9NIHIVgHS NOO-W '1SIX9 1N3VUHVd3 S301AN3S-LN3Wd l3A30 Nd1.j Ngj 11` m/1SOd SONOWO3 JO A110 gzoz � � 0 snsq cn a ::E A oo�o a�rnrn > rN Cl 70 110 II = u'V/'L :71d✓J 2AV2 ag.LNgn -AOON-lVOIcJAJ- Idb/1 lid1o4 lvolljAi ONIHSV-W dNd s2Jo11no WnNiWn-iv lie /M VIOSb-4 „°JX„''/0 '.JAi "1NIV.J ` AJ /M 9M9 S910H JONOONOS 0 „Z (Q /M 9NIN0019 QAVQ XZ 70 „bZ @ sgssn?1 '9-4W NO (9NdH?�/�0 XCIO) 9NIHiVgHS 9So „%I/G NO N2.JdJ 112A 001 N2AO 9N1-0O J N0111SO-JW09 I-IVH.JSd '-400 J lvlol jA1 asnOH •sZ �1b"Id 4 (D - - - v co L C) 3 O _ D --I � NZ� n cn % o ;* (D • �I 3ZI •- -P,� m 0 Iry a — o (D D 0 0 W C D z CO m c° co F Z Uf;l fI Fm z n Fm O � O Z iios 4g92Jn1SI4Nn 'N'0'9 N9.4 Nd99N QjvN9-9ns NO 1QAVNe 4210d.JW00 „ ' N2AO 12VIS '0N00 „ ' S1ggHS-S 92S -dNO*D9J -O J29NIONQ Ng -A ?QHSVM g1d1� 11109'd "21d1j ills '1'J '0'0 „°JI C7" sans -on (S1ggHS-S Ng-J) 9NIHiVQHS QAO Najbd 9Nklnln9 4s01 NV-1.J N2,J ONUIS -ll'dM NOINg1Xg 1VOW/11 JgAONgN IIVM 'Xg '1sr 'da @ ?a9NVH ,)Zsnl NIVNON 01 '1sr '1190 xZ '1SIXg lios C1g9Jnisnn lad/I liviod aos - 71vm lvolljA1 z Noliv00-1 NO-4 Md1.d QQS -Noiiv-insNl C119PJ 01- J gam „,n -Il�d1�a '1sr '1120 @ oldlsl Ndl.J N9.J W 29 �J�IIdN ZXZ '1'd _dNO09N A0 NOON19N2 NgJ NgHSdM g1d-W Y 1109'b 'a1d1.j 1115 '1'd lad/I livigi 99S - 11'dM 1` *Dl jA1 Noij-vdNno-4 ,9NIISIX:a -1-1vm 9Nllslxg OlNI II•b S-19M04 Ilgl"IIZ/I (Q Axo j:a y:)uajl uoileilplul lnodsumoQ le:)idAjL - Z- L'£ aunBjq .1/E-.V l t X= pK,sem N UN r NOl133S u S UVA URU ,p t J" IJIIL p O v O �00 0. �i�.�% i i �+ � . l p • V .va p ' p W Pat1suM p j • a SIN M31A Weld 43u" UM*J*P SIN M31A NV-1d rZ t F'11 FJ GENERAL STRUCTURAL NOTES BUILDING CODE 2021 INTERNATIONAL BUILDING CODE DESIGN METHOD ALLOWABLE STRESS DESIGN (ASD) FLOOR LOADS DEAD LOAD - 15 psf LIVE LOAD- 40 psf ROOF LOADS DEAD LOAD: 15 psf LIVE LOAD (SNOW): 25 psf WIND DESIGN DATA 1. BASIC WIND SPEED- 110 MPH 2. RISK CATEGORY- II 3. WIND EXPOSURE- B 4. Kzt = 1.0 5. ANALYSIS PROCEDURE: ENVELOPE SIMPLIFIED SESIMIC DESIGN DATA 1. SEISMIC IMPORTANCE FACTOR- 1.0 2. RISK CATEGORY- II 3. SPECTRAL RESPONSE ACCEL (SS): 1.45 4. SITE CLASS- C (ASSUMED) 5. SPECTRAL RESPONSE COEFF (SDS): 1.06 6. SEISMIC DESIGN CATEGORY- D 7. LFRS: WOOD SHEATHED SHEARWALLS 8. SEISMIC RESPONSE COEFFICIENT (Cs): 0.163 9. RESPONSE MODIFICATION FACTOR (R): 6.5 10. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE GENERAL 1. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE DESIGNER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTORS RISK. 2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 3. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ERECTION BRACING, FORMWORK, AND TEMPORARY CONSTRUCTION SHORING IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED IN WRITING PRIOR TO ERECTION. 4. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED PRIOR TO PROCEEDING WITH THE WORK. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 8. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. 9. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THE PROPER REVISIONS MAY BE MADE. MODIFICATIONS TO CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER. FOUNDATIONS 1. THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN THE INTERNATIONAL BUILDING CODE TABLE 1806.2. FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THIS CODE. 2. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES: ALLOW. SOIL BEARING 1500 PSF SOIL FRICTION .30 EQUIV. FLUID PRESSURES ACTIVE PRESSURE 35 PCF AT REST PRESSURE 50 PCF PASSIVE PRESSURE 250 PCF 3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE OR TO FROST DEPTH. ALL FOOTINGS SHALL BE FOUNDED ON COMPACTED FILL OR UNDISTURBED NATURAL GRADE UNLESS OTHERWISE NOTED. 4. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING SHALL CONSIST OF THE EXCAVATED MATERIAL AND/OR IMPORTED BORROW AND SHALL BE FREE OF ORGANIC MATTER, TRASH, LUMBER, OR OTHER DEBRIS. ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. FILL AND BACKFILL SHALL BE DEPOSITED IN LAYERS NOT TO EXCEED 8 INCHES THICK, PROPERLY MOISTENED TO APPROXIMATE OPTIMUM REQUIREMENTS AND THOROUGHLY ROLLED OR COMPACTED WITH APPROVED EQUIPMENT IN SUCH A MANNER AND EXTENT AS TO PRODUCE A RELATIVE COMPACTION OF 90% OF MAXIMUM POSSIBLE DENSITY AS DETERMINED BY ASTM D1557. HAND TAMPERS SHALL WEIGH AT LEAST 50 POUNDS EACH AND SHALL HAVE A FACE AREA NOT IN EXCESS OF 64 SQUARE INCHES. HAND TAMPERS MAY BE OPERATED EITHER MANUALLY OR MECHANICALLY AND SHALL BE USED WHERE LARGER POWER DRIVEN COMPACTION EQUIPMENT CANNOT BE USED. CONCRETE 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 PCF) AGGREGATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05%. 2. ALL CONCRETE DESIGN IS BASED ON A 28 DAY COMPRESSIVE STRENGTH (f'c) OF 2500 PSI. WHERE 3000 PSI CONCRETE IS REQUIRED BY THE BUILDING DEPARTMENT FOR WEATHERING PURPOSES ONLY, NO SPECIAL INSPECTION IS REQUIRED. 3. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, CSA NORMAL 4. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK. 5. PLACEMENT OF CONCRETE SHALL CONFORM WITH ACI 301. 6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 7. POUR JOINTS CAN BE USED TO MINIMIZE EFFECTS OF SHRINKAGE AS WELL AS PLACED AT POINTS OF LOW STRESS. RECOMMENDED MAXIMUM AREA OF POUR JOINTS IS 400 SF. 8. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR FORMED WORK SHALL BE AS FOLLOWS- INTERIOR WALL- 3/4" EXT. WALLS, EXPOSED TO WEATHER- 1'/2" EXPOSED TO EARTH OR WEATHER (#5 OR SMALLER)- 1'/2" *NOTE- CONCRETE CAST AGAINST GROUND SHALL HAVE 3" MIN. COVERAGE 9. PIPES AND CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. 10. CONCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE WITH ACI 318 (WHEN STRENGTH DATA FROM TRIAL BATCHES OR FIELD EXPERIENCE ARE NOT AVAILABLE). ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'c) OF 2500 PSI, WITH A MINIMUM CEMENT CONTENT OF 470 LBS/CUBIC YARD (5 SACKS PER CUBIC YARD). MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. NO MORE THAN A 1" PLUS TOLERANCE SHALL BE ALLOWED. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 (fy = 60 KSI) FOR BAR SIZES NO. 4 & LARGER, GRADE 40 (fy = 40 KSI) FOR NO. 3 BARS. 2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED ON THE CONSTRUCTION DOCUMENTS, LAPS AND/OR SPLICES SHALL BE 42 BAR DIA AND BE WELL STAGGERED. NO MORE THAN 50% OF HORIZONTAL OR VERTICAL BARS SHALL BE SPLICED AT ONE LOCATION. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185 AND SHALL BE 6x6 W1.4xW1.4 UNLESS OTHERWISE NOTED. LAP REINFORCEMENT 6" MINIMUM. 4. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED. SLAB ON GRADE REINFORCEMENT SHALL BE PLACED AT MID -DEPTH OF SLAB AND SHALL BE HELD SECURELY IN PLACE WITH MECHANICAL DEVICES DURING PLACING OF THE CONCRETE. FRAMING LUMBER 1. FRAMING LUMBER SHALL BE DOUG-FIR NO. 2 FOR STUDS AND JOISTS, DOUG-FIR NO. 1. FOR BEAMS AND POSTS. GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS. LUMBER TO BE GRADE MARKED PER WCLIB SPECIFICATIONS. 2. GLU-LAMINATED MEMBERS SHALL BE 24F-V4 (DF-L) FOR SINGLE SPAN AND 24F-V8 FOR CONTINUOUS SPAN & CANTILEVERED. 3. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD OR OSB, EXPOSURE 1 SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS P51-83, APA PRP-108, OR VOLUNTARY PRODUCT STANDARD PSE-92. PROVIDE A MINIMUM OF %" EDGE DISTANCE ON ALL NAILS AND%" EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS, UNLESS NOTED OTHERWISE ON THE PLANS- 4. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE. USE COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE. 5. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 6. PROVIDE PROPERLY SIZED WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. 7. PROVIDE 3"x3"0.229" WASHERS AT ALL ANCHOR BOLTS. 8. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS%6" UNLESS NOTED OTHERWISE. LAG BOLT PILOT HOLES SHALL BE PRE -DRILLED TO 60% OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS NOTED OTHERWISE. 9. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH Y" MINIMUM DIAMETER BOLTS SPACED AT A MAXIMUM OF 48" ON CENTER. BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR MASONRY. SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE APPLICABLE. 10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITION WALLS AND SOLID BLOCKING UNDER PERPENDICULAR PARTITION WALLS. 11. WHERE LEDGERS, SILL PLATES, POSTS, OR STUDS ARE IN DIRECT CONTACT WITH CONCRETE OR MASONRY, USE PRESERVE TREATED LUMBER OR PROVIDE GRACE VYCOR PLUS BARRIER BETWEEN WOOD MEMBERS AND CONCRETE OR MASONRY. 12. ALL FASTENERS IN CONTACT WITH PRESERVE TREATED LUMBER OR EXPOSED TO THE ELEMENTS SHALL BE HOT -DIPPED GALVANIZED OR STAINLESS STEEL. PREFABRICATED WOOD JOISTS/TRUSSES 1. THE JOISTS/TRUSSES SHALL BE MANUFACTURED BY TRUS JOIST, OR APPROVED EQUAL AND SHALL BE FABRICATED IN ACCORDANCE WITH ASTM D 5055. (SUBSTITUTIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OR ARCHITECT IN WRITING, PRIOR TO INSTALLATION) 2. SEE PLANS FOR SIZE, TYPE, AND LOCATIONS OF JOISTS/TRUSSES 3. THE JOISTS/TRUSSES ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S INSTALLATION REQUIREMENTS AND RECOMMENDATIONS. CONTRACTOR SHALL GIVE NOTIFICATION PRIOR TO ENCLOSING THE JOISTS/TRUSSES TO PROVIDE AN OPPORTUNITY FOR INSPECTION OF THE INSTALLATION. PROVIDE BRIDGING, CONTINUOUS LATERAL BRACING, AND DIAGONAL BRACING BETWEEN THE JOISTS/TRUSSES PER THE MANUFACTURER'S RECOMMENDATIONS. 4. DRAWINGS AND CALCULATIONS SHALL BE STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER. THE DRAWINGS SHALL SHOW ALL CRITICAL DIMENSIONS AS WELL AS THE LOADS THE JOISTS/TRUSSES ARE DESIGNED TO SUPPORT. THE JOISTS/TRUSSES ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITH THE PLANS, APPROVED FABRICATOR DRAWINGS, AND INSTALLATION SUGGESTIONS. GLUED -LAMINATED TIMBER 1. ADHESIVE SHALL BE FOR WET USE. 2. LAMINATIONS SHALL BE OF DOUGLAS FIR/WESTER LARCH, COMBINATION 24F-V4 FOR SIMPLE SPAN BEAMS AND 24F-V8 FOR CONTINUOUS MULTIPLE SPAN AND CANTILEVERED BEAMS, FABRICATED IN ACCORDANCE WITH AITC A190.1 AND ASTM D 3737 3. FABRICATION SHALL BE BY A LICENSED FABRICATOR. 4. GLULAM BEAMS EXPOSED TO WEATHER SHALL BE PROPERLY SEALED OR FLASHED TO PREVENT DECAY. MANUFACTURED LUMBER 1. LAMINATED STRAND LUMBER DESIGN IS BASED ON TIMBERSTRAND LSL PRODUCTS AS SUPPLIED BY TRUS JOIST IN ACCORDANCE WITH ASTM D 5456 OR EQUIVALENT. DESIGN PROPERTIES SHALL BE- Fb = 2325 PSI Fv = 310 PSI E = 1.55 x 10 A 6 PSI 2. PARALLEL STRAND LUMBER DESIGN IS BASED ON PARALLAM PSL PRODUCTS AS SUPPLIED BY TRUS JOIST IN ACCORDANCE WITH ASTM D 5456 OR EQUIVALENT. DESIGN PROPERTIES SHALL BE- Fb = 2900 PSI Fv = 290 PSI E = 2.0 x 10 16 PSI 3. LAMINATED VENEER LUMBER DESIGN IS BASED ON MICROLAM LVL PRODUCTS AS SUPPLIED BY TRUS JOIST IN ACCORDANCE WITH ASTM D 5456 OR EQUIVALENT. DESIGN PROPERTIES SHALL BE: Fb = 2600 PSI Fv = 285 PSI E=1.9x10^6PSI 4. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED ALONG WITH THE APPROPRIATE ICBO EVALUATION REPORTS TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. INSTALLATION OF SUBSTITUTIONS SHALL NOT PROCEED WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. POST -INSTALLED ANCHORS 1. POST -INSTALLED ANCHOR SYSTEMS SHALL COMPLY WITH THE LATEST REVISION OF ICC-ES ACCEPTANCE CRITERIA AND HAVE A VALID ICC-ES REPORT (OR APPROVED EQUIVALENT) IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE. 2. UNLESS OTHERWISE NOTES ON THE DRAWINGS USE ANCHORS LISTED BELOW: EXPANSION ANCHORS IN CONCRETE SHALL BE ONE OF THE FOLLOWING- A. HILTI HSL-3 CARBON STEEL HEAVY DUTY EXPANSION ANCHOR (ICC-ES ESR-1545) B. HILTI HDA CARBON AND STAINLESS STEEL ANCHORS (ICC-ES ESR-1546) C. HILTI KWIK BOLT TZ CARBON AND STAINLESS STEEL ANCHORS (ICC-ES ESR-1917) D. POWERS POWER-STUD+SD2 ANCHOR (ICC-ES ESR-2502) E. SIMPSON STRONG -TIE STRONG -BOLT 2 ANCHOR (ICC-ES ESR-3037) ADHESIVE ANCHORS IN CONCRETE SHALL BE ONE OF THE FOLLOWING- A. HILTI HIT -RE 500-SD ADHESIVE ANCHOR (ICC-ES ESR-2322) B. HILTI HIT-HY 200 ADHESIVE ANCHOR (ICC-ES ESR-3187) C. POWERS PURE 110+ EPDXY ADHESIVE ANCHOR (ICC-ES ESR-3298) D. SIMPSON STRONG -TIE SET-XP EPDXY ADHESIVE ANCHOR (ICC-ES ESR-2508) E. SIMPSON STRONG -TIE AT-XP EPDXY ADHESIVE ANCHOR (IAPMO UES ER-263) SCREW ANCHORS IN CONCRETE SHALL BE ONE OF THE FOLLOWING- A. POWERS WEDGE -BOLT+ SCREW ANCHOR (ICC-ES ESR 2526) B. HILTI KWIK HUS-EZ SCREW ANCHOR (ICC-ES ESR-3027) C. SIMPSON STRONG -TIE TITEN HD SCREW ANCHOR (ICC-ES ESR-2713) SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC CHAPTER 17, THE FOLLOWING TYPES OF WORK REQUIRE SPECIAL INSPECTION. SEE THE SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL REQUIREMENTS FOR INSPECTION AND TESTING. SPECIAL INSPECTION SHALL BE PAID FOR AND PROVIDED BY THE OWNER. MATERIAL TASK CONTINUOUS PERIODIC RESPONSIBLE FIRM INSPECTION OF CONCRETE ANCHORS _ X SPECIAL INSPECTOR CONSTRUCTION POST -INSTALLED IN HARDENED CONCRETE ABBREVIATION LIST A.B. ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ANCH ANCHORAGE ARCH ARCHITECTURAL ASD ALLOWABLE STRESS DESIGN ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS BM BEAM BP BASE PLATE BRG BEARING CIP CAST -IN -PLACE CL CENTER LINE CMU CONCRETE MASONRY UNIT CONC CONCRETE CONT CONTINUOUS DF DOUGLAS FIR DIA DIAMETER DIAG DIAGONAL DL DEAD LOAD DP DEEP EA EACH EF EACH FACE EL ELEVATION EQ EQUAL EQUIP EQUIPMENT (E) EXISTING FLR FLOOR FS FAR SIDE FT FOOT FTG FOOTING GA GAUGE GALV GALVANIZED GLB GLU-LAMINTED BEAM GYP GYPSUM HF HEMLOCK FIR HORIZ HORIZONTAL INCL INCLUDE K KILOPOUND L ANGLE LL LIVE LOAD LLV LONG LEG VERTICAL LSL LAMINATED STRAND LUMBER LVL LAMINATED VENEER LUMBER MAX MAXIMUM MECH MECHANICAL MEZZ MEZZANINE MFR MANUFACTURER MISC MISCELLANEOUS MIN MINIMUM NS NEAR SIDE NTS NOT TO SCALE OF OUTSIDE FACE PCF POUNDS PER CUBIC FOOT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED QTY QUANTITY REINF REINFORCING RF ROOF SCHED SCHEDULE SF SQUAREFOOT SHTG SHEATHING SIM SIMILAR SLV SHORT LEG VERTICAL SPECS SPECIFICATIONS SS STAINLESS STEEL STD STANDARD STRUCT STRUCTURAL T&B TOP & BOTTOM T&G TONGUE & GROOVE TOB TOP OF BEAM TOF TOP OF FOOTING TOS TOP OF STEEL TYP TYPICAL ULT ULTIMATE U.N.O UNLESS NOTED OTHERWISE VERT VERTICAL V.I.F. VERIFY IN FIELD W/ WITH WF WIDE FLANGE W/O WITHOUT WT WEIGHT WWF WELDED WIRE FABRIC Westley Addition 1010 Spruce St. Edmonds, WA 98020 Owner: Westley Family Architect/Designer: J3 Architects, LLC PO Box 82581, Kenmore, WA 98028 w- www.j3architectsllc.com p: 206-412-9296 Structural Engineer: Nabil Kausal-Hayes, PE (Lateral Only) 4j 0,O '�Ac N'9 AL� 12/27/24 © 2024 NKH Engineering These drawings are the property of NKH Engineering and are not to be used or reproduced in any manner without prior written permission. Revisions: Revision Issue Date RESUB Issue Set: Permit Feb 11 2025 CITY OF EDMONDS DEPARTMENT Issue Date: December 27th, 2024 Drawn By: AKR Checked By: NKH Sheet Name: GENERAL STRUCTURAL NOTES Sheet: S1 Job Number: 22-077 OA DOUBLE TOP PLATE W/ EDGE NAILING (STAGGER) OB SHEARWALL EDGE NAILING AT ALL PANEL EDGES. BLOCKING AT ALL PANEL EDGES WHERE APPLICABLE. OC EDGE NAILING TO HOLDOWN POST (FULL HEIGHT) STAGGER INTO DOUBLE STUDS G STUDS AT 16" ON CENTER OE PRESSURE TREATED SILL PLATE WITH EDGE NAILING AND ANCHOR BOLTS PER SHEARWALL SCHEDULE. OF TOP PLATE SPLICE NAILING TO BE (12) 10d COMMONS (MIN). LAP 48" MINIMUM. CENTER SPLICE ON STUD. O HOLDOWN PER SCHEDULE AND PLAN OHCOORDINATE ALL STUD AND PLATE SIZES w/ SHEARWALL SCHEDULE REQUIREMENTS O EDGE NAILING TO POSTS, TRIM STUDS, AND KING STUDS O BEARING STUD FOR HEADER TYPICAL SHEARWALL ELEVATION NTS SHEARWALL SCHEDULE SILL PLATE MATERIAL AND ALLOWABLE CAPACITY ALLOWABLE CAPACITY SHEARWALL SHEATHING FASTENER TYPE PANEL EDGE PANEL FIELD ANCHOR BOLT SIZE AND SPACING BOTTOM PLATE SIZE FOR SEISMIC LOADS FOR WIND LOADS MARK MATERIAL AND SIZE NAILING NAILING (MIN EMBED 7") AND CONNECTION (8d %6") (8d,/6") PT 2x SILL PLATE w/ 2x BOTTOM PLATE w/ 16d AT SW-6 /6,. OR 1 Y211 8d (0.134") 6" O.C. y" 0 AB @ 36" O.C. 6" O.C. INTO RIM JOIST/BLOCKING 240 PLF 335 PLF PT 2x SILL PLATE w/ 2x BOTTOM PLATE w/ 16d AT SW-4 OSB OR COMMON NAIL 4" O.C. y" AB O @ 24" O.C. 4" O.C. INTO RIM JOIST/BLOCKING 350 PLF 490 PLF PLYWOOD SHEATHING (1-1/2" MIN PENETRATION . 12" O.C. PT 3x SILL PLATE w/ 3x BOTTOM PLATE w/ 16d AT SW-3 ONE FACE INTO FRAMING 3" O.C. Y2" O AB @ 20" O.C. 4" O.C. INTO RIM JOIST/BLOCKING 450 PLF 630 PLF MEMBERS) PT 3x SILL PLATE w/ 3x BOTTOM PLATE w/ (2) ROWS OF SW-2 2" O.C. y" O AB @ 14" O.C. SIMPSON 6" SDW SCREWS AT 585 PLF 820 PLF 6" O.C. INTO RIM JOIST AND BLOCKING SW-E EXISTING SHEARWALL TO REMAIN, VERIFY THAT NAILING & ANCHORAGE MEETS OR EXCEEDS TYPE 'SW-6' SHEARWALL NOTES 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE DOUG-FIR NO. 2 UNLESS NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING (SEE NOTE #3). 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL SHEATHING MUST EXTEND TO THE OUTSIDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. 3. WHERE SHEATHING NAILING IS SHEARWALL TYPE SW-3 AND GREATER, ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3-INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE OFFSET. (2)2x MAY BE SUBSTITUTED FOR A SINGLE 3x MEMBER PROVIDED THE STUDS ARE STITCH NAILED TOGETHER w/ 10d NAILS STAGGERED AT 6" O.C. FROM EACH SIDE. 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 4.2A OF THE AF&PA SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC. VALUES ARE BASED ON OSB OR PLYWOOD SHEATHING w/ DOUG-FIR NO. 2 FRAMING AND COMMON NAILS. 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USED AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF THE POST. 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR CONCRETE CAST AGAINST SOIL. 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TITEN HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A MINIMUM OF 34' INTO EXISTING CONCRETE. 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. 9. NAILS MUST BE STAGGERED WHEN SPACED AT 2" O/C. 10. PROVIDE A MINIMUM OF 3" x 3" x 0.229" PLATE WASHERS AT ALL ANCHOR BOLTS. THE EDGE OF THE PLATE WASHER MUST BE LOCATED NO MORE THAN/2" FROM THE INSIDE FACE OF THE SHEARWALL SHEATHING. FOR SHEARWALLS SHEATHED ON BOTH FACES, SQUARE PLATE WASHERS SHALL HAVE A MINIMUM SQUARE DIMENSION OF SILL PLATE WIDTH MINUS 1". (E.G. 4.5" x 4.5" x 0.229" WASHER FOR 3x6 SILL PLATE.) VERTICAL BAR PE FOUNDATION DETAILS WITH STANDARD HOOK TO FOOTING WITHIN 4" OF EAC SIDE OF ANCHOR BOLT, TYPICAL 2 S2 POST/STUD PER PLAN/SCHEDULE HOLDOWN PER PLAN PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE. ANCHOR BOLT PER HOLDOWN SCHEDULE & NOTE '1', SEE NOTE W FOR POST INSTALLED OPTION -NEW/EXISTING STEM WALL AND FOOTING PER PLAN/DETAILS. TYP BOLTED HOLDOWN 1 If = 1 '-0" 3 S2 HOLDOWN SCHEDULE HOLDOWN MARK THREADED ROD SIZE EMBED INTO CONCRETE MIN EDGE DISTANCE MINIMUM POST SIZE TOTAL FASTENERS CAPACITY REMARKS DTT2Z y" O 101, 2y" (2) 2x (8) SDS y" x 1y" 2145# SEE DIET 2/S2 HDU4 %" 0 12" 3" (2) 2x (10) SDS y" x 2/2" 4565# SEE DIET 2/S2 HOLDOWN NOTES 1. ANCHOR BOLTS SHALL BE A307 ALL -THREAD w/ STANDARD CUT PLATE WASHER BETWEEN DOUBLE NUT OR EQUIVALENT SIMPSON PAB. 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH (fc) SHALL BE 2500 PSI. MINIMUM WALL THICKNESS IS 8", U.N.O. ON PLAN OR DETAILS. 3. ALL HOLDOWNS REQUIRE A (2)2x POST UNLESS NOTED OTHERWISE. WHERE HOLDOWNS ARE INSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST BE STITCH NAILED TOGETHER w/ 16d SINKERS STAGGERED AT 4" O.C. 4. FOR POST INSTALLED CONDITIONS, THREADED ROD MAY BE PLACED IN SIMPSON SET-XP OR HILTI HY-150 EPDXY, LINO. 5. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 6. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. 7. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. 8. ALL HOLDOWN BOLTS MUST BE RE -TIGHTENED JUST PRIOR TO ENCLOSING SECOND SIDE OF WALL. HOLDOWN POST/STUDS PER PLAN / SCHEDULE HOLDOWN STRAP PER PLAN. CENTER BETWEEN -o FLOORS (INSTALL OVER SHEATHING, EDGE NAILING NOT REQ'D UNDER STRAP) .0 CLEAR SPAN NO NAILS REQUIRED 0 s. I FLOOR FRAMING PER 0 PLAN HOLDOWN POST/STUDS PER PLAN/SCHEDULE TYP FLR TO FLR STRAP 1 " = 1 '-0" Westley Addition 1010 Spruce St. Edmonds, WA 98020 Owner: Westley Family Architect/Designer: J3 Architects, LLC PO Box 82581, Kenmore, WA 98028 w- www.j3architectsllc.com p: 206-412-9296 Structural Engineer: Nabil Kausal-Hayes, PE (Lateral Only) 4�51s6 Gki� 12/27/24 © 2024 NKH Engineering These drawings are the property of NKH Engineering and are not to be used or reproduced in any manner without prior written permission. Revisions: Revision Issue Date Issue Set: Permit Feb 11 2025 CITY OF EDMONDS ES DEPARTMENT Issue Date: December 27th, 2024 Drawn By: AKR Checked By: NKH Sheet Name: SHEARWALL & HOLDOWN SCHEDULES Sheet: S2 Job Number: 22-077 e 42 BAR DIA. (24" MIN) CORNER BAR SAME SIZE & SPACING AS HORIZ. WALL REINF. SEE WALL SECTIONS FOR SIZE AND SPACING OF WALL REINFORCING ALTERNATE BAR DIRECTION 42 BAR DIA. (24" MIN) �42 BAR DIA. (24" MIN) ��II TYP CORNER REINF 1 If = 1 '-0" rl /l/lr r+l Ir ATI 11- nr I'l rL AKI e SHEARWALL PER PLAN SILL PLATE AND ANCHOR BOLTS PER SHEARWALL SCHEDULE. (USE 2x6 P.T. SILL PLATE W/y" O A.B. @ 48" O.C. MIN (7" EMBED)) BACKFILL W/ POROUS — MATERIAL (TYP) A illl—III III=I 11 ^ Wz og U) 00 .� 0LL W Z 04 o z 0 a < D c Q= m N 4" O PERFORATED PLASTIC PIPE. CENTER IN ONE CUBIC FOOT OF FREE DRAINING GRAVEL AND DRAIN TO APPROVED OUTFALL. ORCEMENT o-1 111:18-A,w_1o1 2 K I i l (2) #4 BARS @ N TOP OF WALL #4 @ 16" O.C., ALT DIRECTION OF HOOK IN FOOTING / � —A d 4 1'-4" FOOTING PER PLAN, EXISTING UNO PER PLAN AS OCCURS 2 WALL TO FOUNDATION S3 11 If = 1'-0" 4'-0"MIN SPLICE LAP (2) ROWS 16d NAILS STAGGERED (WITHIN AREA OF SPLICE @ 6"O.C.) DOUBLE TOP PLATE BREAK LOWER PLATE @ STUD CENTERLINE STUDS & SPACING PER PLAN 6 ATYPICAL TOP PLATE SPLICE S3 INTS TRUSS PER PLAN EDGE NAILING INTO - BLOCKING PER PLAN, 8d @ 6" O.C. MIN H1 CLIP @ EACH TRUSS (24" O.C. MAX) SHEARWALL PER PLAN NAIL SHEATHING INTO EA MEMBER OF TOP PLATE SIMPSON A34 EA BLOCK, 24" O.C. MAX VENTILATION MAY BE REQ'D AT BLOCKING. VERIFY METHOD W/ ENGINEER PRIOR TO CONSTRUCTION. BIRD BLOCKING IS ACCEPTABLE. 3 PROOF TO SHEARWALL CONNECTION S3 11 If = 1'-0" NAIL SHEATHING TO BLOCK W/ 8d @ 4" O.C. (4) 16d NAILS FROM \ BRACE TO BLOCK 2x4 BLOCK @ EACH DIAGONAL RACE 2x4 DIAGONAL BRACE @ 48" O.C. (8'-0" MAX SPAN, USE 2x6 WHEN SPAN > 8'-0") NAIL ROOF SHTG TO TOP CHORD w/ 8d @ 6" O.C. SIMPSON A34 EA BRACE TO TOP PL U SHEATHING TO MATCH Westley Addition SHEARWALL. NAIL TO GABLE PER SCHEDULE. (WHERE 10d NAILS ARE REQ'D, USE 10d x - 2" LONG.) 1010 Spruce St. - Edmonds, WA 98020 2x FLAT @ GABLE Owner: IF SHEATHING IS NOT BROKEN ON TOP PLATE, USE A35 @ 12" Westley Family O.C. FROM BOTTOM CHORD TO TOP PL BREAK SHEATHING ON TOP PLATE ONLY 4 �SHEARWALL TO TRUSS S3 11 If = 1'-0" SHEARWALL PER PLAN Architect/Designer: J3 Architects, LLC PO Box 82581, Kenmore, WA 98028 w- www.j3architectsllc.com p: 206-412-9296 Structural Engineer: Nabil Kausal-Hayes, PE (Lateral Only) 4NOUMLI WAS 0 &36 �B4 tsT£4�G�'�i AL 12/27/24 © 2024 NKH Engineering These drawings are the property of NKH Engineering and are not to be used or reproduced in any manner without prior written permission. Revisions: Revision Issue Date RESUB Issue Set: Permit Feb 11 2025 CITY OF EDMONDS f1C\/CI 11DI.AC�IT SFRVICES DEPARTMENT Issue Date: December 27th, 2024 Drawn By: AKR Checked By: NKH Sheet Name: STRUCTURAL DETAILS Sheet: S3 Job Number: 22-077