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APPROVED BLD PLN BLD2021-1590+Architectural_Plan+2.22.2022_5.57.03_PM+2696735GENERAL NOTES I . APPLICABLE CODES: CURRENT CODES W/ STATE AMENDMENTS: 2018 INTERNATIONAL RESIDENTIAL CODE 20 18 UNIFORM PLUMBING CODE W/ STATE AMENDMENTS 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL FIRE CODE 2. WORK CONSISTS OF DEMOLITION AND REBUILDING OF ROOF OVER KITCHEN. DEMOLITION OF CAR PORTTO BE REBUILT AS NEW ENCLOSED GARAGE. DEMOLITION AND REMODEL OF INTERIOR LAYOUT. 3. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,AND PROCEDURES. 4. CONTRACTOR SHALL OBTAIN AND PAY FORALL NECESSARY PERMITS AND INSPECTIONSTO COMPLETETHEWORK, OTHERTHANTHE BUILDING PERMIT. 5. CONTRACTOR SHALL PROVIDE LABOR, MATERIALS,TOOLS, CONSTRUCTION EQUIPMENT, MACHINERYAND OTHER FACILITIES AND SERVICES NECESSARY FOR EXECUTION AND COMPLETION OF THE WORK. 6. WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES, INCLUDING BUT NOT LIMITEDTOTHOSE LISTED ON THE COVER SHEET. 7. CONTRACTOR SHALL RECEIVE AUTHORIZATION FROM OWNERTO USE ANY PARTICULAR PART OFTHE SITE, BUILDING, OR UTILITIES INCLUDING STORAGE, STAGING, PARKING,TRASH, POWER,TELEPHONE, WATER,TOILET,AND PROMOTIONAL SIGNS. 8. SMOKING IS NOT PERMITTED ONTHE JOB SITE. 9. CHANGES INTHE WORK SHALL BE APPROVED IN WRITING IN ADVANCE BYTHE OWNERAND COPIEDTOTHE DESIGNER. 10. SUBMITTALS SHALL BE PROVIDED IN ATIMELY MANNERTO ALLOW FOR ADEQUATE REVIEW AND REVISION PRIORTO ORDERING AND FABRICATION. I I . REQUESTS FOR INFORMATION SHALL BE DIRECTED TO THE DESIGNER. CONTRACTOR SHALL NOTIFYTHE DESIGNER IF CLARIFICATION WILL CAUSETHE CONTRACT BUDGET ORTIMELINETO CHANGE PRIORTO PROCEEDING. 12. CONTRACTOR SHALL ENSURETHE STRUCTURAL STABILITY OFTHE BUILDINGANDTHE SAFETY FOR ALL WHO ENTERTHE BUILDING DURING CONSTRUCTION BY PROVIDING SHORING, BRACING, BARRICADING,TEMPORARY LIGHTING,WARNING SIGNS, FIRE PROTECTION,AND OTHER NECESSARY MEANS. 13. PROVIDE NEW, UNDAMAGED PRODUCTS PERTHE DRAWINGS EXCEPT AS APPROVED BYTHE ARCHITECT OR WHERE "REUSED" OR "SALVAGED" ITEMS ARE SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND COMPATIBILITY OF ALL PRODUCTS. INSTALL PRODUCTS PERTHE MANUFACTURER'S GUIDELINES AND SPECIFICATIONS. 14. THE PROJECT SITE WILL BE OCCUPIED BY HOMEOWNER DURING CONSTRUCTION 15. CONTRACTOR SHALL NOTIFYTHE DESIGNER IMMEDIATELY ABOUT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND APPLICABLE CODES PRIORTO PROCEEDING WITH WORK. 16. CONTRACTOR SHALL NOTIFYTHE DESIGNER IMMEDIATELY ABOUT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS PRIORTO PROCEEDING WITH WORK. THE FOLLOWING DIMENSIONS ARETYPICAL: (A) AT CONCRETETO FACE OF WALL (B) AT EXTERIOR FRAMED WALLSTO FACE OF FRAMING (EXCLUDING SHEATHING) (C) AT INTERIOR FRAMED WALLSTO FACE OF FRAMING (D) TO TOP OF SLAB,TOP OF FLOOR SHEATHING, ORTOP OF PLATE ATVERTICAL BUILDING SECTIONS. 17. USE CALCULATED DIMENSIONS ONLY. NOTIFY DESIGNER IMMEDIATELY IF CONFLICTS EXIST ALL DIMENSIONS ARETO FACE OF STUD OR FACE OF NEW CONCRETE IN NEW CONSTRUCTION UNLESS NOTED OTHERWISE. DO NOT SCALE DIMENSIONS FROM DRAWINGS. 18. CONTRACTOR SHALLVERIFYALL DIMENSIONS, GRADES,AND EXISTING CONDITIONS PRIORTO PROCEEDING WITH WORK AND NOTIFYTHE DESIGNER OF ANY DISCREPANCY INTHE DRAWINGS. 19. VERIFYALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED INTHE CONTRACT AND BY OTHERS. 20. CONTRACTOR SHALLVERIFY SITE CONDITIONS, LOCATIONS,AND DISPOSITION OF UTILITIES AND EASEMENTS. CAP MARK AND PROTECT UTILITIES AS NECESSARY TO COMPLETETHE WORK. 21. CONTRACTOR SHALL LEAVE SITE AND HOUSE IN SIMILAR OR BETTER CONDITION THAN BEFORE CONSTRUCTION. REMOVE ALL DUST, PAINT SPOTS,TRASH,AND DEBRIS FROM CONSTRUCTION ACTIVITIES. 22. GUARANTEE ON ALL MATERIALS AND WORKMANSHIP SHALL BE ONE (I) YEAR FROM DATE OF COMPLETION UNLESS NOTED OTHERWISE. 23. CONTRACTOR IS RESPONSIBLE FORTHE WATERTIGHTNESS OF ALL DETAILS AND SHALL PROVIDE FLASHING AS NECESSARY WHETHER INDICATED ON THE DRAWINGS OR NOT. PENETRATIONSTHROUGH THE FLOOR AND CEILING SHALL BE CAULKED AND SEALED. EXTERIOR OPENINGS EXPOSEDTO WEATHER SHALL BE FLASHED TO MAKE THEM WATERPROOF. 24. CONTRACTOR SHALL RECONNECT EXISTING AND NEW DOWNSPOUTS, GUIDETHE WATERTO NEW CATCH BASIN PER CSC ANDTIGHTLINE FOUNDATION DRAINSTO CATCH BASIN. TESTTHAT SYSTEMS WORK UPON FINAL COMPLETION. 25. CONTRACTOR SHALL SUBMITTOTHE ARCHITECTTWO (2) COPIES OF PROJECT DATA, SHOP DRAWINGS, FIXTURE CATALOG CUTS,AND FINISHED SAMPLES PERTHE SPECIFICATIONS. ALLOW SEVEN (7) CALENDAR DAYS FORTHE ARCHITECTTO REVIEW. ONE COPY WILL BE RETURNEDTOTHE CONTRACTOR UPON APPROVAL. 26. DO NOT SIGNIFICANTLY MODIFYTHEWORK SHOWN EXCEPT WITH WRITTEN INSTRUCTIONS FROM THE ARCHITECT. 27. THE DRAWINGS ARETHE EXCLUSIVE PROPERTY OFTHE DESIGNER AND MAY BE REPRODUCED ONLY WITH THE WRITTEN PERMISSION OFTHE DESIGNER. AUTHORIZED REPRODUCTIONS MUST BEARTHE NAME OFTHE DESIGNER. 28. GYPSUM WALLBOARD SHALL BE %2"THICK UNLESS NOTED OTHERWISE WATER-RESISTANT WALLBOARD SHALL BE USED AT WET LOCATIONS. USE CEMENT BACKER BOARD AT LOCATIONS SCHEDULED TO RECEIVE TILE OR OTHER RIGID MATERIAL. 29. WOOD IN DIRECT CONTACT WITH EARTH OR MASONRY SHALL BE PRESSURETREATED. PROVIDE 8"MINIMUM CLEARANCE BETWEEN WOOD AND EARTH. 30. EXTERIOR DECKING AND GUARDRAILS SHALL BE CONSTRUCTED OF PRESSURETREATED OR DECAY RESISTANT WOOD. VENTILATION NOTES I . ALL WORK SHALL COMPLY WITH THE WASHINGTON STATE VENTILATION AND INDOORAIR QUALITY CODE. 2. INTERIOR DOORS SHALL BE UNDERCUTTOA MINIMUM OF I/2"ABOVE THE FINISHED FLOOR. 3. USE 90 CUBIC FEET PER MINUTE (CFM) MINIMUM FAN IN BATHROOM AND I I 0 CFM MIN FAN IN LAUNDRY AND KITCHEN OVER RANGE. 4. EXHAUST FANS SHALL HAVE ATIGHT FITTING BACK DRAFT DAMPER. 5. EXHAUST DUCTS SHALL BE UL 18 I LISTED "DUCT". TERMINATE A MINIMUM OF 36"AWAY FROM ALL OPENINGS AND PROVIDE R-4 MINIMUM INSULATION VALUE IN UNCONDITIONED SPACES. SAFETYAND SECURITY NOTES I. STAIRWAY SHALL MEETTHE FOLLOWING REQUIREMENTS: STAIRWIDTH 36" MINIMUM TREAD DEPTH 10" MINIMUM WINDING STAIRTREAD MIN I 0"TREAD AT 12" FROM NARROWEST POINT &MINIMUM 6"TREAD AT NARROWEST POINT RISER HEIGHT 7.75" MAXIMUM HEADROOM 6'-8"MINIMUM HANDRAIL HEIGHT 34"TO 38" FROM FINISHED NOSING TO TOP OF HANDRAIL HANDRAIL GRASP I - I /4" MINIMUM TO 2" MAXIMUM HANDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGUREDTO PROHIBIT PASSING A 4" DIAMETER SPHERETHROUGH ANY OPENING. PROVIDE CONTINUOUS HANDRAIL AND RETURN ENDSTO WALL ORTERMINATE AT NEWEL POSTS OR SAFETY TERMINAL. 3 I .CONTRACTOR SHALL PROVIDE RENTALTOILET FACILITY FORTHE 2. GUARDRAIL SHALL BE A MINIMUM OF 36"ABOVETHE FINISH FLOOR DURATION OFTHE PROJECT i22i2 WHERETHE DROP IS 30" OR MORE. OB SITE SAFETY NOTES I . CONTRACTOR IS RESPONSIBLE FOR SECURING ALL AREAS OF CONSTRUCTIONTO PREVENT DAMAGE,VANDALISM,ANDTHEFT DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY DAMAGE AT NO ADDITIONAL COST TO OWNER. 2. CONTRACTOR SHALL MAINTAIN PREMISES AND PUBLIC PROPERTIES FREE FROM ACCUMULATIONS OF WASTE, DEBRIS,AND RUBBISH CAUSED BY OPERATIONS. 3. THE DSIGNER HAS NOT BEEN RETAINED OR COMPENSATEDTO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATINGTOTHE CONTRACTOR'S SAFETY PRECAUTIONS. 4. PERIODIC SITE VISITS PERFORMED BYTHE ARCHITECT SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION SAFETY PRECAUTIONS. MECHANICAL/ENERGY NOTES I . OPENINGS INTHE ENVELOPE SHALL BE SEALED, GASKETED, OR WEATHER-STRIPPED WHERE INFILTRATION MAY BE POSSIBLE INCLUDING: EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES; OPENINGS BETWEEN WALLS, ROOF,AND WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICESTHROUGH WALLS, FLOORS AND ROOF;ALL OTHER SIMILAR OPENINGS INTHE ENVELOPE. 2. ALL EXTERIOR DOORS AND EXTERIOR WINDOWS SHALL BE DESIGNED TO LIMIT AIR LEAKAGE INTO OR FROM THE BUILDING ENVELOPE. 3. SEAL ALLTEARS AND JOINTS IN INSULATION WITH APPROVEDTAPE. 4. MINIMUM INSULATION VALUES UNLESS NOTED OTHERWISE: ROOF (ATTIC) R-49 (I " CLEARVENT SPACE) ROOF (VAULTED) R-38 (I " CLEARVENT SPACE) ABOVE GRADE WALL R-2 I BELOW GRADE WALL R-21 (INTERIOR) BELOW GRADE WALL R- I 0 (EXTERIOR) FLOOR ABOVE UNHEATED SPACE R-30 FLOOR ABOVE HEATED SPACE R-38 SLAB ON GRADE R- I 0 (UNDER ENTIRE SLAB PER OPTION I A) 5. SYSTEM SHALL BE EQUIPPEDWITH AWHOLE HOUSEVENTILATION SYSTEM CAPABLE OF PROVIDING AT LEAST .35 AIR CHANGES PER HOUR, BUT NOT LESS THAN 15 CUBIC FEET PER MINUTE PER BEDROOM. SYSTEM SHALL SUPPLY OUTSIDE AIRTO HABITABLE ROOMSTHROUGH THE FORCED AIR SYSTEM. SYSTEM SHALL BE CONSTRUCTEDTO HAVE THE CAPABILITY FOR CONTINUOUS OPERATION AND SHALL HAVE A MANUAL CONTROLAND AUTOMATIC CONTROL ON ATIMER. AT FINAL INSPECTION TIMER SHALL BE SET TO OPERATETHEWHOLE HOUSE FAN FORA MINIMUM OF EIGHT HOURSA DAY. SOURCE SPECIFIC FAN IS BEING USED FORVENTILATION IN EACH BATHROOM AND OR LAUNDRY ROOM. 5. MINIMUM OF 75% OF ALL NEW INTERIOR LUMINARIES SHALL BE HIGH EFFICACY LUMINAIRES. ALL NEW EXTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES. 7. AIR LEAKAGE SHALL NOT EXCEED 5 AIR CHANGES PER HOURAND SHALL BETESTED AS SUCH.AWRITTEN REPORT OFTHETEST RESULTS SHALL BE SIGNED BYTHETESTING PARTY AND PROVIDEDTOTHE BUILDING INSPECTOR PRIORTO CALL FOR FINAL INSPECTION. 3. STAIRS &STAIR RAIL SHALL MEETTHE FOLLOWING REQUIREMENTS; STAIRWIDTH 36" MINIMUM TREAD DEPTH 10" MINIMUM WINDING STAIRTREAD MINIMUM I 0"TREAD AT 12" FROM NARROWEST POINT &MINIMUM 6"TREAD t AT NARROWEST POINT. RISER HEIGHT 7.75" MAXIMUM t HEADROOM 6'-8"MINIMUM HANDRAIL HEIGHT 34"TO 38" FROM FINISHED NOSING TO TOP OF HANDRAIL HANDRAIL GRASP I - I /4" MINIMUM TO 2" MAXIMUM HANDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGUREDTO PROHIBIT PASSING A 4" DIAMETER SPHERETHROUGH ANY OPENING. PROVIDE CONTINUOUS HANDRAIL AND RETURN ENDS TO WALL ORTERMINATE AT NEWEL POSTS OR SAFETYTERMINAL. VERTICAL RISE WITHOUT LANDING 12'-3" MAXIMUM 4. GUARDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGURED TO PROHIBIT PASSING A 4" DIAMETER SPHERETHROUGH ANY OPENING. A. GUARD IN -FILL COMPONENTS (ALLTHOSE EXCEPTTHE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUALTO I SQUARE FOOT.THIS LOAD -- NEED NOT BE ASSUMEDTO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. B. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A SAFETY FACTOR OF 4.THE SAFETY FACTOR s SHALL BE APPLIEDTO EACH OFTHE CONCENTRATED LOADS APPLIEDTOTHETOP OFTHE RAIL,ANDTOTHE LOAD ON THE IN - FILL COMPONENTS.THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE ANOTHER,AND LOADS ARE ASSUMED NOT TO OCCURWITH ANY OTHER LIVE LOAD. C. GUARDRAIL AT DECK MUST RESIST A 200 LB CONCENTRATED LOAD ONTHETOP RAIL AND 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS. ��A��i 5. DEADBOLTS WITH A MINIMUMTHROW OF I /2"AND AVIEWPORT ARE REQUIRED AT ALL EXTERIOR DOORS. 6. ALL LOCKS SHALL BE OPERABLE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT, OR A KEY FROM THE INTERIOR. 7. WINDOWS WITHIN 10' OF GRADE SHALL BE CAPABLE OF BEING LOCKED. GLAZING NOTES I. GLAZING SHALL BE DOUBLE -PANED INSULATED GLASS OR BETTER UNLESS OTHERWISE NOTED. 2. WINDOW GLAZING SHALL HAVE A MAXIMUM U-FACTOR OF .28. GLAZED EXTERIOR DOORS SHALL HAVE A MAXIMUM U-FACTOR OF .20. 3. ALL GLAZING WITHIN 18" OF FLOORS SHALL BETEMPERED SAFETY GLASS. GLAZED OPERABLE DOORS, SHOWER DOORS,AND BATHTUB/HOTTUB/SAUNA ENCLOSURES WITH BOTTOM EDGE LESS THAN 60"ABOVETHE FLOOR DRAIN SHALL BETEMPERED SAFETY GLASS. FIRE PROTECTION NOTES I. SMOKE DETECTORS SHALL BE LOCATED PERTHE DRAWINGS. 2. FIRESTOPPING AND DRAFTSTOPPING SHALL CONSIST OF 2X NOMINAL LUMBER AND IS REQUIRED INTHE FOLLOWING PLACES; CONCEALED SPACES AT ALL FLOOR AND CEILING LEVELS; AT 10' INTERVALS ALONG THE LENGTH OFTHE WALL; INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES LIKE SOFFITS; CONCEALED SPACES BETWEEN STAIR STRINGERS ATTOP AND BOTTOM OFTHE RUN. 3. ROCKWOOL SHALL BE INSTALLED AROUND ALL OPENINGS FOR VENTS, PIPES, DUCTS, OR SIMILAR. 4. EMERGENCY EGRESS WINDOWS SHALL MEETTHE FOLLOWING REQUIREMENTS; CLEAR OPEN WIDTH 20"MINIMUM CLEAR OPEN HEIGHT 24"MINIMUM CLEAR OPEN AREA 5.7 SF MINIMUM SILL HEIGHT 42" MAXIMUM 5. WINDOW WELLS REQUIRE 3' X 3' MINIMUM AND MUST PERMIT WINDOW TO FULLY OPEN. 44" MAXIMUM DEPTH REQUIRED FROM BOTTOM TO TOP OF WINDOW WELL AT EXTERIOR. 6. PROVIDE I I O VOLT SMOKE DETECTORS WITH BATTERY BACKUP AND INTERCONNECTED ATTHE FOLLOWING LOCATIONS: ONE PER SLEEPING ROOM, OUTSIDE EACH SLEEPING AREA INTHE IMMEDIATE VICINITY OF BEDROOM,AND ONE IN EACH ADDITIONAL STORY OF DWELLING, INCLUDING BASEMENT. 7. CARBON MONOXIDE ALARMS. R3 15. I CARBON MONOXIDE ALARMS; AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA INTHE IMMEDIATEVICINITY OFTHE BEDROOM IN DWELLING UNITS WITHIN WHICH FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITSTHAT HAVE ATTACHED GARAGES. 8. WATER HEATERS SHALL BE SECUREDTO FRAMINGWITHTWO (2) GALVANIZED SEISMIC STRAPS. 9. WATER HEATER PRESSURE RELEASE VALVES SHALL BE PLUMBEDTO EXTERIOR. 10. ALL GAS BURNING APPLIANCES SHALL HAVE PILOT LIGHTS AND BURNERS MORETHAN 18"ABOVETHE FINISHED FLOOR. I I . AN ESCAPE WINDOW IS REQUIRED FROM ALL BASEMENTS WITH HABITABLE SPACES. 12. PROVIDE I /2"TYPE "X" GYPSUM WALLBOARD AT ALL ACCESSIBLE SPACES BENEATH STAIRS. INSULATION NOTES I. HEATED BUILDING ENVELOPES SHALL CONFORM TO THE 2015 WASHINGTON STATE ENERGY CODE. 2. FACED BATT INSULATION SHALL BE STAPLED AT FACE.3. PROVIDE 4 MILLIMETER INTERIORVAPOR RETARDER OR APPROVED POLYVINYL ACETATE (PVA) PAINT. 3. PROVIDE EXTERIOR MOISTURE BARRIER MEMBRANE (TYVEK OR EQUAL) OVER EXTERIOR SHEETING. 4. INSULATION SHALL NOT BE COMPRESSED. 5. NON -RECIRCULATION HOT AND COLD WATER PIPES LOCATED IN UNCONDITIONED SPACE SHALL BE INSULATED TO R-3 MINIMUM. STAGING NOTES I . PROTECT EXISTING LANDSCAPING ON PROJECT SITE FOR DURATION OF CONSTRUCTION. WALK SITE WITH THE OWNER PRIORTO EXCAVATION AND DEMOLITION TO IDENTIFY AND ROPE OFF PRECIOUS PLANTS FOR DURATION OF PROJECT. EXCAVATION NOTES I . PRIORTO ANY WORK, STAKE EXCAVATION BOUNDARY AND ACCESS PATH PERTHE OWNER'S APPROVAL. 2. ANY DAMAGE CAUSED BY DISTURBANCE BEYOND STAKED BOUNDARY SHALL BE REPAIRED AT CONTRACTOR'S SOLE EXPENSE. 3. IF SUBSURFACE WATER IS ENCOUNTERED AT ANY POINT, CONTACT THE OWNER AND GEOTECHNICAL ENGINEER FOR RECOMMENDATIONS BEFORE PROCEEDING. 4. CONTACTTHE CITY'S PERMIT OFFICE PRIORTOTHE START OFTHE FIRST DAY'S EXCAVATION OR GRADING WORK FOR APPROVALTO COMMENCE WORK. 5. PRIORTO EXCAVATION, INSTALL SILT FENCING AND CATCH BASIN COVERS TO PROTECT EXISTING STORMWATER CONVEYANCE FROM SOIL PARTICLES. 6. CONTINUALLY MAINTAIN PROTECTIVE COVER OVER CUT SLOPES AND SOIL PILESTO PREVENT WIND AND RAIN EROSION. 7. SLOPE OF EXCAVATIONS GREATERTHAN 2' DEEP SHALL NOT EXCEED I : I , HORIZONTAL:VERTICAL. 8. EXCAVATETO NECESSARY DEPTHS ONLY SUCH THAT CONCRETE FOOTINGS WILL BEAR ON COMPETENT BEARING SOIL. 9. RESERVE SUFFICIENT SOIL ON SITE FOR BACKFILL OR GRADING, PROVIDING MATERIAL IS APPROVED AS SUITABLE. 10. EXPORT UNWANTED MATERIALTO APPROVED DISPOSAL SITES. -------------------------------------------------------------------------r ;Plumbing to be under separate permit I PROJECTTEAM OWNER - SUSAN DUNN 315 8TH AVE N EDMONDS,WA 98020 T: 206.8 19.8 158 E: sehdunn@gmail.com DESIGNER - WAKEdesign, LLC MAGGIE HANNA 1752 NW MARKET ST., BOX #203 SEATTLE,WA 98107 T: 661.202.9743 E; Maggie.wal<edesign@gmail.com PROIECT INFORMATION ADDRESS - 3 15 8TH AVE N EDMONDS,WA 98020 OWNER - SUSAN DUNN PAECEL NUMBER - 0043420850 1600 BLOCK &PLAT - 85 & 16-20 LEGAL DESCRIPTION - CITY OF EDMONDS BLK 085 D-00- LOTS 16 TH RU 20 TGW N I /2 VAC ALLEY ABTG SD LOTS 16THU 20 PER ORD 2994 REC AF NO 9502030240 ZONE - RS-6 BUILDING INFORMATION OCCUPANCY SINGLE FAMILY CONSTRUCTION VB ZONING RS-6 EXISTING BASEMENT FLOOR (HEATED) I ,334 SF EXISTING MAIN FLOOR (HEATED) I ,383 SF PROPOSED MAIN FLOOR GARAGE (UNHEATED) 548 SF TOTAL PROPOSED CONDITIONED SPACE 2,717 SF TOTAL PROPOSED AREA 3,265 SF LOT AREA COVERAGE LOT AREA - 16,905 SF ALLOWABLE LOT COVERAGE - 16,905 x .35 = 5,9 16.75 SF LOT COVERAGE (EXISTING +NEW) - HOUSE I ,500 SF GARAGE 582 SF EAVES > 30" 187 SF DECK +STAIR 480 SF TOTAL LOT COVERAGE 2,749 SF IMPERVIOUS SURFACE (REPLACED +NEW) - GARAGE CONCRETE PAD 582 SF LOWER PATIO CONCRETE PAD 444 SF TOTAL IMPERVIOUS SURFACE 1,026 SF MAXIMUM HEIGHT LIMIT - 25' PROPOSED BUILDING HEIGHT - 14'-3 3/4" VICINITY MAP '"`9=rc„ Restaurant & Bar � - \ Maplewood RockQ Paget Br \ Puget D_ f Cem Club sea _ Melnd, L� Edmonds a \ Elementary School0 > z � Hindley_Ln_�p � I` � �_ V Edmonds Food Bank Z Gaspers St � Q - Maplewood P, Vlsta Pl � Cooper - Brackett's THE BOWL £ Landing OF EDMONDS z �n o 20 Shoreline = = carelway � S Sanctuary... .,� Q A v � � E Jcc ��D Glen St \ clen st - Glen St a' ,oSt SW � 20p toa Brackett's � Landing North �?o��\\ oaleySt � ^ •315 8th Ave N, r Edmonds, WA 98020 2081h PI SW .\ s A Hummingbird d l)/ P"s, _ � o ., g Hill Park a � EdmOri�s Ferry Terminal Edmonds0 Bell $[ -'a= g - -< Bell St � Bell St � � Z � � F E d Ill 0 rl d S � Main St Main St w oayton sr Dayton St - - 9 Maple WaY �. � � F a ' Edmonds - � Ma le St n p y -� a Ma le St -� P ---�� "\ =y Yost Pbo'I'Q---= Gaffe Ladro Er Walnut Street Coffeee Alder S< Beck Ln Alder St Alder st � % ��,� = _ Yost -Park �� % � ''%e„ Walnuts< __, a y Edmonds Shelleberger „o„ u, Y � A O tl � N ' Marsh Creek Cedar St �'ao;,,,,, _ _ � � Edmon e St, ,o � City Pa mlock emlo St Building Department Work INTERIOR REMODEL, GARAGE ADDITION Address 315 8TH AVE N Owner DUNN Approved Date 03/07/2022 Building Official Eriri C%a�r Permit Number BLD20211590 WAKEdesign, LLC Maggie Hanna 1752 NW Market St, #203 Seattle, WA 98 107 p: 661.202.9743 e: maggie.wal<edesign@gmail.com © Copyright 202 I ,WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. DUNN RESIDENCE SUSAN DUNN 3 15 8TH AVE N EDMONDS,WA 98020 SHEET INDEX: ID NAME CVR COVER SHEET A-0.1 SITE PLAN A- I.0 DEMOLITION BASEMENT PLAN A- I . I DEMOLITION MAIN FLOOR PLAN A-1.2 PROPOSED BASEMENT PLAN A-1.3 PROPOSED MAIN FLOOR PLAN A-1.4 PROPOSED ROOF PLAN A-2.0 ELEVATIONS A-2.1 ELEVATIONS CONT'D A-2.2 SECTIONS A-3.0 ELECTRICAL/LIGHTING -BASEMENT ... A-3.1 ELECTRICAL/LIGHTING -MAIN & UP... A-4.0 WINDOW /DOOR SCHEDULE & BUI... S I.0 GENERAL STRUCTURAL NOTES S2.0 FOUNDATION PLAN S2.1 MAIN FLOOR FRAMING PLAN S2.2 ROOF FRAMING PLAN S3.0 STRUCTURAL DETAILS S3.1 STRUCTURAL DETAILS S4.20 STRUCTURAL DETAILS SHEETTITLE: COVER SHEET ISSUED: Z/ZZ/ZZ SHEET NUMBER: CVR DCI STAM P RESUB Feb 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED BY PLANNIN( �� Mar 10 2022 ALL WORK SUBJECT APPROVED PROJECT INFORMATION ADDRESS - TO FIELD INSPECTION FOR CODE COMPLIANCE 738 SPRAUGE ST. VEHICLE PARKING AREA GARAGE PLANS MUST BE ON JOB SITE SPRAG U E ST. SEWER MAN WHOLE COVER ODATUM POINT + 100' I I l o' ---- � 104' 106' 108' ------------------- CONSTRUCTION ___ ----/- ----- ___ ___ ____ - - - FENCE____- ____- ____- _- _---------- CONSTRUCTION _ ---"" "-''�" _ ---- ____-------- --------------- - - - - - - - - - - - - ----- DUMPSTER---------- ------------_______------_______-------- -_--____----------------------------- - _ - - — - - — - -� --''� ''�� - ` _ _ -_ _ - - - — - - _-- --� � � - - — - - - - — - - — - - - ---- -- ------------ -i - -----------I 16' _ ___ __ �' — - - — �- ,- ,_-' ------ ---------------- --118 � I , � ''� ''�� '� --'� --'70------------------- r--- ,, _ - _ __ i - - -- m -- ,- � _-- I '� -" N_ _" o ---------------------------------------------------------- --------- 120' ,, po --- cn ' - - _ -- cn - - � -n- � M - - - _ _ _ _ � � _ i i � �-' ,- �n,- ,,,'� _____-- � ______------------- , 122' - ,- - I '� � �'� ''' _ — — — — — '' I ,. , ,, ,- ,— �- � � I24 r,- — ---------------- ,, , y ,� � -- \� oo _"-------- �, _ __ --- I 3/4" ,'' '� s�-----�"-�------�' �---------- B=+126.25'-------- ----� 128' i33'- _-, — - _-- --------------- ' � -- ` � --' � 130' ' � � ` '" I -- �------------ ,, ,, ,_ � �— 21' I _--- --- �' � J ,,,_— ��,� �6. _-- / ` I—�—_--____-- I ' � - - - ' �' I L -'� ---------- - 132 � - � --- � � __--- I '' /'I I '' '�• � � ___--- ' EXISTING RESIDENCE � �' ____ - -' � __-- ''''I IMPERVIOUS DECK OVER � PROPOSED (NO CHANGETO FOOTPRINT) ,-''� (; ,-'"-� ' IMPERVIOUS PATIO OF SAM �' � ��-'�� -'� Ci ' �, DECK I ,500 sq ft 4 ,' SHAPE/SIZE BELOW ,�' ��, 444 sq ft '� ,� - ,- ,- SIDE '' - ,,-' W� , _- ,, ,, SETBACK ' .-'� I ��, ,-� � �5, ,-''�� ,,-F;— _ �. i I DASHED LINE INDICATES � ,,'' 20' � �95�' I E\ �,-'�---136' PROPOSED GAS LINE AREA OF DEMOLITION �\ -' ,�' � I� /,,,- � �\�" ""- C � � _ I � �' M ' i � � -' �p � . � '� ' , � � ,- .' � , �38 � - �' ' ' �' ,, „. � , i I � I\ � 31 '- I I u4° I �� , -"EAVE > 30" I I �- � �� ,� � 16 sq ft ,�'� E �� I - , �,,, i - �� , i ,�- �� ,�, ,,,, �,,, I 20' I E� ,,,, ,,. ' DOTTED LINE iiii °D � ��' ____---140' INDICATES EXISTING & �'/,�� - STREET SETBACK ___ I I PROPOSED ROOF %%%� I --' ," � � ,' �� ,- i i � EAVE > 30" '�� , I I --I 113 sq ft �� ,,. -142' 2 ' 32'-53/a" ,' 16.25' EXISTING �' '' ' I ,- , _ � "" '' i 25.25' ADDITIONAL I j < I I I ' � ,DASHED LINE INDICATES .'�� i PARKING ,�' ��,�' ,,' � � � � EXISTING IMPERVIOUS ,/ � EXISTING i � � AREA OF DEMOLISHED . ,-. r.,T,.-„ , . , "'� ,' CAR PORT' I I ,, I ,' o � M I ' cV / i I ,' I ,' I / I / i �' �� 3 I '-83/a,� i I i � i � PROPOSED • ENCLOSED ' GARAGE ADDITION N 582 sq ft �� ,,, i �� , �� - � ,��-' i �� i ,- �� 25.25' '"� "" �iii �iii „ T 44' 146' �'� I I '� �' N = / °O � cn — —'� /// - �/ EXISTING DRIVEWAY ,,-'' � ,'� �- -- - - — - - ,� - — - - — - — - - — - - - - — ///, ,,,- T ,,-' --- - ,,�- ,-�- ,, _ _-' - -150' - _ �'' LOCATION OF EXISTING HOUSE AND NEIGHBOR'S ----- __------ �'' ''' -'"' .-'� ,-'�� ,�-�' PROPERTY LOCATIONS ARE ESTIMATED AND BASED OFF i /� �' ,� OF SNOHOMISH COUNTY &CITY OF EDMONDS GIS DATA OWNER - PAECEL NUMBER - BLOCK &PLAT - LEGAL DESCRIPTION - ZONE - LOT AREA COVERAGE LOT AREA - 315 8TH AVE N EDMONDS,WA 98020 SUSAN DUNN 00434208501600 CITY OF EDMONDS BLK 085 D-00- LOTS 16 TH RU 20 TGW N I /2 VAC ALLEY ABTG SD LOTS 16THU 20 PER ORD 2994 RECAF NO 9502030240 RS-6 ALLOWABLE LOT COVERAGE - 16,905 x .35 = LOT COVERAGE (EXISTING +NEW) - HOUSE GARAGE EAVES > 30" DECK +STAIR TOTAL LOT COVERAGE IMPERVIOUS SURFACE (REPLACED +NEW) - GARAGE CONCRETE PAD LOWER PATIO CONCRETE PAD TOTAL IMPERVIOUS SURFACE PROPOSED SITE PLAN NOTES 16,905 SF 5,9 16.75 SF I ,500 SF 582 SF 187 SF 480 SF 2,749 SF 582 SF 444 S F I ,026 SF I . FOUNDATION WALL HEIGHTTO BE 8"ABOVE ADJACENT FINISHED GRADE UNLESS OTHERWISE NOTED 2. NEW ROOF WATER MUST BE COLLECTED TO DOWNSPOUTS AND TIGHT LINED INTO STORMWATER DRAIN LINE, 3. SITE DESIGNATED AS DISTURBED WILL BE AMENDED WITH A MINIMUM OF 2 INCHES OF COMPOST AND BE LOOSENED SO IT WILL PROBETO A DEPTH OF 12 INCHES PRIORTO SITE FINAL INSPECTION. ROUGH GRADING NOTES I . EXISTING GRADE SHALL REMAIN AS FINISHED GRADE AROUND HOUSE, 2. SLOPE FINISHED GRADE AWAY FROM STRUCTURE OF GARAGE AT ENTIRE PERIMETER. STORM DRAINAGE NOTES I. AT NEW ROOF INSTALL GUTTER AND CONNECT TO EXISTING OR NEW DOWNSPOUTS. CONFIRM STORM DRAIN LINES AND FOOTING DRAINTHAT EXIST (OR NEWLY INSTALLED) ARETIGHT LINEDTO SANITARY SEWER AT STREET AVERAGE GRADE CALCULATIONS ELEVATION AT FOUR CORNER DATUM A = 122,25' B = 126.25' C = 140' D = 134.25' 130.7' ESTIMATED AVERAGE GRADE 25' MAXIMUM ALLOWABLE BUILDING HEIGHT 14'-3 3/4" PROPOSED BUILDING HEIGHT INSTALLAND MAINTAINALLTESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS,AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. /22/2 SM WAKEdesign, LLC Maggie Hanna 1752 NW Market St, #203 Seattle, WA 98 107 p: 661.202.9743 e: maggie.wakedesign@gmail.com © Copyright 202 I ,WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. DUNN RESIDENCE SUSAN DUNN 3 15 8TH AVE N EDMONDS,WA 98020 SHEET INDEX: ID NAME CVR COVER SHEET A-0.1 SITE PLAN A-I.0 DEMOLITION BASEMENT PLAN A-I.I DEMOLITION MAIN FLOOR PLAN A-1.2 PROPOSED BASEMENT PLAN A-1.3 PROPOSED MAIN FLOOR PLAN A-1.4 PROPOSED ROOF PLAN A-2.0 ELEVATIONS A-2.1 ELEVATIONS CONT'D A-2.2 SECTIONS A-3.0 ELECTRICAULIGHTING -BASEMENT ... A-3.1 ELECTRICAULIGHTING -MAIN & UP... A-4.0 WINDOW /DOOR SCHEDULE & BUI... S I.0 GENERAL STRUCTURAL NOTES 52.0 FOUNDATION PLAN 52.1 MAIN FLOOR FRAMING PLAN 52.2 ROOF FRAMING PLAN 53.0 STRUCTURAL DETAILS 53.1 STRUCTURAL DETAILS 54.20 STRUCTURAL DETAILS SHEETTITLE: SITE PLAN ISSUED: Z/ZZ/ZZ SHEET NUMBER: A-0. DCI STAM P RESUB Feb 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N SITE PLAN �\ SCALE: I" = 10' J FLOOR PLAN LEGEND DEMOLISH WALL EXISTING WALLTO BE DEMOLISHED EXISTING WALL EXISTING WALLTO REMAIN EXISTING RETAINING WAL REMOVE (EX) WOOC BURNING FIREPLACI N DEMO BASEMENT FLOOR PLAN SCALE: I /4" = I ' 0" RELOCATE BREAKER BOX TO BASEMENT SM WAKEdesign, LLC Maggie Hanna 752 NW Market St, #203 Seattle, WA 98 107 p: 661.202.9743 e: maggie.wal<edesign@gmail.com © Copyright 202 I ,WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. DUNN RESIDENCE SUSAN DUNN 315 8TH AVE N EDMONDS,WA 98020 SHEET INDEX: ID NAME CVR COVER SHEET A-0.1 SITE PLAN A-I.0 DEMOLITION BASEMENT PLAN A-I.I DEMOLITION MAIN FLOOR PLAN A-1.2 PROPOSED BASEMENT PLAN A-1.3 PROPOSED MAIN FLOOR PLAN A-1.4 PROPOSED ROOF PLAN A-2.0 ELEVATIONS A-2.1 ELEVATIONS CONT'D A-2.2 SECTIONS A-3.0 ELECTRICAULIGHTING -BASEMENT ... A-3.1 ELECTRICAULIGHTING -MAIN & UP... A-4.0 WINDOW /DOOR SCHEDULE & BUI... S I.0 GENERAL STRUCTURAL NOTES 52.0 FOUNDATION PLAN 52.1 MAIN FLOOR FRAMING PLAN 52.2 ROOF FRAMING PLAN 53.0 STRUCTURAL DETAILS 53.1 STRUCTURAL DETAILS 54.20 STRUCTURAL DETAILS SHEETTITLE: DEMOLITION BASEMENT PLAN ISSUED: 2/22/22 SHEET NUMBER: A-I.0 DCI STAM P RESUB Feb 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FLOOR PLAN LEGEND r � DEMOLISH WALL L J EXISTING WALLTO BE DEMOLISHED 0 EXISTING WALL EXISTING WALLTO REMAIN _ ,^ ��\ =�� \\ ,;,= \\ -,= \\ _, ;- \ -�� \ �� \ \ \ \\ \ \ \ \ \ \ \ \\�; y �� I \\ \ \� \ \�; -' I \ \ PROPOSED SEE STRUC7 RE i i I I I I I I I I I I I �--� I I III I I I I I II I I II I I II I I II I I III I I I I j I I CARPORT � (CONVERSION, ADDITION &REBUILD ROOF) I I II I I II I I II I I III I I I I I II I I II I I II I I II I I II I I II I I II I I III I I I I II I I r—� I ILJ I I I I 1 j� \ \ \\ R� _ \ \ PRIMP ---- \ \�\ \\\\ gEp o M, J � \ \\ \\ \\ \ �N � \ \\ \ ----� \\ \ \�\ OM2 \\ \ \\ \\\\ � \ 6�0o D�M��SN \\\\\ \ \ \ \\ \ Z \ , , � -�\ \ \\ \\ \ ,�\ \ \\ NP`� \ \�\ � it ��\� \\ `�. -�R`(� Mp��SN NN �\o�oE \ \\�P�HRO o`\sH �� \ ��v v oN �� v ,, 1 vv� v v �� vvv o �v v � , ��, \ }, \\\ �� ;,�, RELOCATE 1 BREAKER BOX r TO BASEMENT SM WAKEdesign, LLC Maggie Hanna 752 NW Market St, #203 Seattle, WA 98 107 p: 661.202.9743 e: maggie.wal<edesign@gmail.com © Copyright 202 I ,WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. DUNN RESIDENCE SUSAN DUNN 315 8TH AVE N EDMONDS,WA 98020 SHEET INDEX: ID NAME CVR COVER SHEET A-0.1 SITE PLAN A-I.0 DEMOLITION BASEMENT PLAN A-I.I DEMOLITION MAIN FLOOR PLAN A-1.2 PROPOSED BASEMENT PLAN A-1.3 PROPOSED MAIN FLOOR PLAN A-1.4 PROPOSED ROOF PLAN A-2.0 ELEVATIONS A-2.1 ELEVATIONS CONT'D A-2.2 SECTIONS A-3.0 ELECTRICAULIGHTING -BASEMENT ... A-3.1 ELECTRICAULIGHTING -MAIN & UP... A-4.0 WINDOW /DOOR SCHEDULE & BUI... S I.0 GENERAL STRUCTURAL NOTES 52.0 FOUNDATION PLAN 52.1 MAIN FLOOR FRAMING PLAN 52.2 ROOF FRAMING PLAN 53.0 STRUCTURAL DETAILS 53.1 STRUCTURAL DETAILS 54.20 STRUCTURAL DETAILS SHEETTITLE: DEMOLITION MAIN FLOOR PLAN ISSUED: 2/22/22 SHEET NUMBER: A-I.I DCI STAM P RESUB Feb 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N DEMO MAIN FLOOR PLAN FLOOR PLAN LEGEND 0 EXISTING WALL EXISTING WALLTO REMAIN PROPOSED 2X6 EXTERIOR -OR- INTERIOR PLUMBING WALL 0 I /2" INTERIOR GYP O/ 2X6 FRAMING @ 24" O.C. R-21 BATT INSULATION @ALL EXTERIOR WALLS PLY SHEATHING; PER STRUCTURAL PROPOSED 2X4 INTERIOR WALL � I /2" INTERIOR GYP BOTH SIDES O/ 2X4 FRAMING @ 24" O.C. SOUND BATT INSULATION @ALL BATHROOMS SMOKE ALARM SD INSTALLED IN ALL BEDROOMS AND LIVING SPACES SMOKE /CARBON MONOXIDE ALARM D� LISTED AS COMPLYING W/ UL 2034 &INSTALLED IN ACCORDANCE W/ NFPA 72 HEAT DETECTOR (INTERCONNECTED) HD PER IRC R314 LISTED AS COMPLYING W/ UL 52 I . EXHAUST FAN � 110 CFM EXHAUST FAN(390 CFM MAX @KITCHEN HOOD); SEE ELECTRICAL APPLIANCE SPECS FOR BATH &LAUNDRY. BASEMENT PLAN NOTES PROVIDE I /2"TYPE "X" GYPSUM WALLBOARD AT ALL ACCESSIBLE SPACES BENEATH STAIRS. 2. ALL BASEMENT WINDOW HEAD HEIGHTS TO BE 6'-8". 3. FANS, DRYER AND FURNACE EXHAUST TO BE VENTED MIN 3'-0" FROM OPERABLE WINDOW. 4. EACH FLOOR IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLETHERMOSTAT FOR REGULATION OFTEMPERATURE. 5. ALL STAIRS (INTERIOR AND EXTERIOR) MUST COMPLY WITH SAFETY AND SECURITY NOTES ON CVR SHEET. 6. GUARDRAIL SHALL BE A MINIMUM OF 36"ABOVE DECK, WHERE DROP IS 30" OR MORE. HANDRAILS AND GUARDRAILS SHALL COMPLY WITH SAFETY AND SECURITY NOTES CVR SHEET 7. ALL GAS BURNING APPLIANCES SHALL HAVE PILOT LIGHTS AND BURNERS MORE THAN 18"ABOVE FINISHED FLOOR 8. EGRESS WINDOW MAXIMUM SILL HEIGHT 42" AFF N, PROPOSED SCALE: I /4" = I ' 0" BASEMENT F.F. -E BOX �1ENT SM WAKEdesign, LLC Maggie Hanna 752 NW Market St, #203 Seattle, WA 98 107 p: 661.202.9743 e: maggie.wal<edesign@gmail.com © Copyright 202 I ,WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. DUNN RESIDENCE SUSAN DUNN 3 15 8TH AVE N EDMONDS,WA 98020 SHEET INDEX: ID NAME CVR COVER SHEET A-0.1 SITE PLAN A-I.0 DEMOLITION BASEMENT PLAN A-I.I DEMOLITION MAIN FLOOR PLAN A-1.2 PROPOSED BASEMENT PLAN A-1.3 PROPOSED MAIN FLOOR PLAN A-1.4 PROPOSED ROOF PLAN A-2.0 ELEVATIONS A-2.1 ELEVATIONS CONT'D A-2.2 SECTIONS A-3.0 ELECTRICAULIGHTING -BASEMENT ... A-3.1 ELECTRICAULIGHTING -MAIN & UP... A-4.0 WINDOW /DOOR SCHEDULE & BUI... S I.0 GENERAL STRUCTURAL NOTES 52.0 FOUNDATION PLAN 52.1 MAIN FLOOR FRAMING PLAN S2.2 ROOF FRAMING PLAN S3.0 STRUCTURAL DETAILS 53.1 STRUCTURAL DETAILS 54.20 STRUCTURAL DETAILS SHEETTITLE: PROPOSED BASEMENT PLAN ISSUED: Z/ZZ/ZZ SHEET NUMBER: A-1.2 DCI STAM P RESUB Feb 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FLOOR PLAN LEGEND 0 EXISTING WALL EXISTING WALLTO REMAIN PROPOSED 2X6 EXTERIOR -OR- INTERIOR PLUMBING WALL 0 I /2" INTERIOR GYP O/ 2X6 FRAMING @ 24" O.C. R-21 BATT INSULATION @ALL EXTERIOR WALLS PLY SHEATHING; PER STRUCTURAL PROPOSED 2X4 INTERIOR WALL � I /2" INTERIOR GYP BOTH SIDES O/ 2X4 FRAMING @ 24" O.C. SOUND BATT INSULATION @ALL BATHROOMS /22/2 SMOKE ALARM SD INSTALLED IN ALL BEDROOMS AND LIVING SPACES SMOKE /CARBON MONOXIDE ALARM D� LISTED AS COMPLYING W/ UL 2034 &INSTALLED IN ACCORDANCE W/ NFPA 72 HEAT DETECTOR (INTERCONNECTED) HD PER IRC R314 LISTED AS COMPLYING W/ UL 52 I . .�` .� EXHAUST FAN Q 110 CFM EXHAUST FAN(390 CFM MAX @KITCHEN HOOD); SEE ELECTRICAL APPLIANCE SPECS FOR BATH &LAUNDRY. MAIN FLOOR PLAN NOTES I. FANS, DRYER AND FURNACE EXHAUST TO BE VENTED MIN 3'-0" FROM OPERABLE WINDOW. 2. EACH FLOOR IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLETHERMOSTAT FOR REGULATION OFTEMPERATURE. 3. GUARDRAIL SHALL BE A MINIMUM OF 36"ABOVE DECK, WHERE DROP IS 30" OR MORE. HANDRAILS AND GUARDRAILS SHALL COMPLY WITH SAFETY AND SECURITY NOTES CVR SHEET LL �_ M M HD I� � I� � I � � \ � I I � � I � � I � � � I � � o � � C -- A-2.2 I �� GARAGE I X D04 ----- _� `~ (CONVERSION, ADDITION &REBUILD ROOF) I �� I � � I � � I � � I � � I � � I / � / \ I / I/ � D03 I / � �_ N O� D A-2.2 (.,, - i 2'-3" MATCH (EX) LEDGER STONE AT REARYARD 'ALL �:��: SM WAKEdesign, LLC Maggie Hanna 752 NW Market St, #203 Seattle, WA 98 107 p: 661.202.9743 e: maggie.wal<edesign@gmail.com © Copyright 202 I ,WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. DUNN RESIDENCE SUSAN DUNN 3 15 8TH AVE N EDMONDS,WA 98020 SHEET INDEX: ID NAME CVR COVER SHEET A-0.1 SITE PLAN A-I.0 DEMOLITION BASEMENT PLAN A-I.I DEMOLITION MAIN FLOOR PLAN A-1.2 PROPOSED BASEMENT PLAN A-1.3 PROPOSED MAIN FLOOR PLAN A-1.4 PROPOSED ROOF PLAN A-2.0 ELEVATIONS A-2.1 ELEVATIONS CONT'D A-2.2 SECTIONS A-3.0 ELECTRICAULIGHTING -BASEMENT ... A-3.1 ELECTRICAULIGHTING -MAIN & UP... A-4.0 WINDOW /DOOR SCHEDULE & BUI... S I.0 GENERAL STRUCTURAL NOTES 52.0 FOUNDATION PLAN 52.1 MAIN FLOOR FRAMING PLAN S2.2 ROOF FRAMING PLAN S3.0 STRUCTURAL DETAILS 53.1 STRUCTURAL DETAILS 54.20 STRUCTURAL DETAILS SHEETTITLE: PROPOSED MAIN FLOOR PLAN ISSUED: Z/ZZ/ZZ SHEET NUMBER: A-1.3 DCI STAM P RESUB Feb 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N PROPOSED MAIN F.F. SCALE: I /4" = I ' 0" ROOF PLAN LEGEND — — — BEAM WHERE IT OCCURS; SEE PLANS HEADER WINDOW &DOORS; SEE PLANS WALLS BELOW SEE PLANS Ds DOWN SPOUT ■ SEE LOCATIONS ON PLANS ROOF PLAN NOTES I. NEW GUTTERW/ DOWNSPOUT -TIGHT LINE INTO STORMWATER DRAIN LINE. 2. ROOF EAVEVENTS PERTYPICALWALL SECTION. 3. ROOFVENTING: NEW GARAGE ROOF: 754 SF = 150 = 5 SF. NEW KITCHEN ROOF: 219SF=150= 1.46SF. 4. DOWNSPOUTS: NEW GARAGE ROOF: 754 SF = 700= I DOWNSPOUT NEW KITCHEN ROOF; 219 SF = 700= I DOWNSPOUT A A-2.2 DERBIGUM SYSTEM (TOPTO BOTTOM) OR EQUIVi BITUMEN MEMBRANE CAP SF COLD ADHE BASE SF TORCH APPLIED PERMA COVER BO. GUTTER FLASF 15# ROOFING PLYWOOD; SEE STRUC B A-2.2 ROOFTERMI� FACE OF EXTERIO 2 __ A-4.0 9" O.H. c A-2.2 PLATE HEIGHT: 7'-8" PROPOSED WALL ,,_8„ D A-2.2 SM WAKEdesign, LLC Maggie Hanna 752 NW Market St, #203 Seattle, WA 98 107 p: 661.202.9743 e: maggie.wal<edesign@gmail.com © Copyright 202 I ,WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. DUNN RESIDENCE SUSAN DUNN 315 8TH AVE N EDMONDS,WA 98020 SHEET INDEX: ID NAME CVR COVER SHEET A-0.1 SITE PLAN A-I.0 DEMOLITION BASEMENT PLAN A-I.I DEMOLITION MAIN FLOOR PLAN A-1.2 PROPOSED BASEMENT PLAN A-1.3 PROPOSED MAIN FLOOR PLAN A-1.4 PROPOSED ROOF PLAN A-2.0 ELEVATIONS A-2.1 ELEVATIONS CONT'D A-2.2 SECTIONS A-3.0 ELECTRICAULIGHTING -BASEMENT ... A-3.1 ELECTRICAULIGHTING -MAIN & UP... A-4.0 WINDOW /DOOR SCHEDULE & BUI... S I.0 GENERAL STRUCTURAL NOTES 52.0 FOUNDATION PLAN 52.1 MAIN FLOOR FRAMING PLAN 52.2 ROOF FRAMING PLAN 53.0 STRUCTURAL DETAILS 53.1 STRUCTURAL DETAILS 54.20 STRUCTURAL DETAILS SHEETTITLE: PROPOSED ROOF PLAN ISSUED: 2/22/22 SHEET NUMBER: A-1.4 DCI STAM P RESUB Feb 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N PROPOSED ROOF PLAN REFERENCE ONL' PATCH OPENINGS; NORTH ELEVATION SCALE: I /4" = I '-0" 26'-6 I /2" BEAM LEDGER STONETO MATCH EXISTING � �` (EX) FASCIA NEW �� C EAST ELEVATION SCALt: I /4" = I U" (EX) FASCIA 10'-7" PORTION OF NEW ROOF MATCH (EX) ROOF MATERIAL NEW PORTION OF WALL; PATCH OPENINGS; PROVIDE R-21 BATT INSULATIO MATCH (EX) SIDING /22/2 C7 w I AVERAGE GRADE 130.7' SM WAKEdesign, LLC Maggie Hanna 752 NW Market St, #203 Seattle, WA 98 107 p: 661.202.9743 e: maggie.wal<edesign@gmail.com © Copyright 202 I ,WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. DUNN RESIDENCE SUSAN DUNN 315 8TH AVE N EDMONDS,WA 98020 SHEET INDEX: ID NAME CVR COVER SHEET A-0.1 SITE PLAN A-I.0 DEMOLITION BASEMENT PLAN A-I.I DEMOLITION MAIN FLOOR PLAN A-1.2 PROPOSED BASEMENT PLAN A-1.3 PROPOSED MAIN FLOOR PLAN A-1.4 PROPOSED ROOF PLAN A-2.0 ELEVATIONS A-2.1 ELEVATIONS CONT'D A-2.2 SECTIONS A-3.0 ELECTRICAULIGHTING -BASEMENT ... A-3.1 ELECTRICAULIGHTING -MAIN & UP... A-4.0 WINDOW /DOOR SCHEDULE & BUI... S I.0 GENERAL STRUCTURAL NOTES 52.0 FOUNDATION PLAN 52.1 MAIN FLOOR FRAMING PLAN 52.2 ROOF FRAMING PLAN 53.0 STRUCTURAL DETAILS 53.1 STRUCTURAL DETAILS 54.20 STRUCTURAL DETAILS SHEETTITLE: ELEVATIONS ISSUED: 2/22/22 SHEET NUMBER: A-2.0 DCI STAM P RESUB Feb 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NEW PORTION OF WALL; LEDGER STONETO MATCH EXISTING SOUTH ELEVATION WEST ELEVATION (EX) CONCRETE WALL NEW WALL; SIDING TO MATCH EXISTING (EX) FASCIA 2X 12TRELLIS WO I i AVERAGE GRADE 130J` SM WAKEdesign, LLC Maggie Hanna 752 NW Market St, #203 Seattle, WA 98 107 p: 661.202.9743 e: maggie.wal<edesign@gmail.com © Copyright 202 I ,WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. DUNN RESIDENCE SUSAN DUNN 315 8TH AVE N EDMONDS,WA 98020 SHEET INDEX: ID NAME CVR COVER SHEET A-0.1 SITE PLAN A-I.0 DEMOLITION BASEMENT PLAN A-I.I DEMOLITION MAIN FLOOR PLAN A-1.2 PROPOSED BASEMENT PLAN A-1.3 PROPOSED MAIN FLOOR PLAN A-1.4 PROPOSED ROOF PLAN A-2.0 ELEVATIONS A-2.1 ELEVATIONS CONT'D A-2.2 SECTIONS A-3.0 ELECTRICAULIGHTING -BASEMENT ... A-3.1 ELECTRICAULIGHTING -MAIN & UP... A-4.0 WINDOW /DOOR SCHEDULE & BUI... S I.0 GENERAL STRUCTURAL NOTES 52.0 FOUNDATION PLAN 52.1 MAIN FLOOR FRAMING PLAN 52.2 ROOF FRAMING PLAN 53.0 STRUCTURAL DETAILS 53.1 STRUCTURAL DETAILS 54.20 STRUCTURAL DETAILS SHEETTITLE: ELEVATIONS CO NT' D ISSUED: 2/22/22 SHEET NUMBER: A-2. DCI STAM P RESUB Feb 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROVIDE I/2"TYPE-X GYP AT NORTH GARAGE WALL BETWEEN HABITABLE SPACE AND GARAGE. CONTINUOUS ROOFVENT GARAG E SECTION C-C NEW 6X BEAM; �CCC CTRI I('TI IR cnnncE SECTION D-D 6X FLUSH BEAM TO SUPPORT EAVE JOISTS; SEE STRUCTURAL CONTINUOUS �ROOFVENT NEW 6X BEAM; SEE STRUCTURAL SECTION A -A I"AIRSPACE O/ NEW 6X12; SM WAKEdesign, LLC Maggie Hanna 752 NW Market St, #203 Seattle, WA 98 107 p: 661.202.9743 e: maggie.wal<edesign@gmail.com © Copyright 202 I ,WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. DUNN RESIDENCE SUSAN DUNN 315 8TH AVE N EDMONDS,WA 98020 SHEET INDEX: ID NAME CVR COVER SHEET A-0.1 SITE PLAN A-I.0 DEMOLITION BASEMENT PLAN A-I.I DEMOLITION MAIN FLOOR PLAN A-1.2 PROPOSED BASEMENT PLAN A-1.3 PROPOSED MAIN FLOOR PLAN A-1.4 PROPOSED ROOF PLAN A-2.0 ELEVATIONS A-2.1 ELEVATIONS CONT'D A-2.2 SECTIONS A-3.0 ELECTRICAULIGHTING -BASEMENT ... A-3.1 ELECTRICAULIGHTING -MAIN & UP... A-4.0 WINDOW /DOOR SCHEDULE & BUI... S I.0 GENERAL STRUCTURAL NOTES 52.0 FOUNDATION PLAN 52.1 MAIN FLOOR FRAMING PLAN 52.2 ROOF FRAMING PLAN 53.0 STRUCTURAL DETAILS 53.1 STRUCTURAL DETAILS 54.20 STRUCTURAL DETAILS SHEETTITLE: SECTIONS ISSUED: 2/22/22 SHEET NUMBER: A-2.2 DCI STAM P RESUB Feb 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N NOTES: . ALL ELECTRICAL SHALL BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. 2. ALL ELECTRICAL EQUIPMENT SHAL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 3. ALL FAMILY ROOM, KITCHEN, DINING, BATHROOM,AND MASTER BEDROOM SWITCHES SHALL BE ON DIMMERS SM WAKEdesign, LLC Maggie Hanna 752 NW Market St, #203 Seattle, WA 98 107 p: 661.202.9743 e: maggie.wal<edesign@gmail.com © Copyright 202 I ,WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. DUNN RESIDENCE SUSAN DUNN 315 8TH AVE N EDMONDS,WA 98020 SHEET INDEX: SHEETTITLE: ELECTRICAL/ LIGHTING - BASEMENT PLAN ISSUED: 2/22/22 SHEET NUMBER: A-3.0 DCI STAM P RESUB Feb 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ELECTRICAL PLAN LEGEND 120 V - OR - 220 V OUTLET MOUNT HORIZONTAL @ 15" AFF UNLESS OTHERWISE SPECIFIED; SEE PLANS PROVIDE USB OUTLET IN EACH ROOM (WP =WATERPROOF, DW =DISH WASHER) GROUND FAULT CIRCUIT INTERRUPTER PROVIDE @ALL KITCHENS, BATHROOMS, &GARAGES; SEE PLANS �Fcl MOUNT HORIZONTAL @ 40" AFF UNLESS OTHERWISE SPECIFIED SWITCH MOUNT @ 48" AFF UNLESS OTHERWISE SPECIFIED; SEE PLANS (D =DIMMER, I/2 =T0 OUTLET,3 =THREE WAY) CEILING MOUNTED FIXTURE SEE PLANS FOR LOCATIONS FIXTURE PROVIDED BY OWNER WALL MOUNTED FIXTURE SEE PLANS FOR LOCATIONS FIXTURE PROVIDED BY OWNER EXTERIOR WALL MOUNTED FIXTURE � SEE PLANS FOR LOCATIONS FIXTURE PROVIDED BY OWNER RECESSED 6" CAN LIGHT ® SEE PLANS FOR LOCATIONS (WP =WATERPROOF) CEILING HUNG PENDANT 0 SEE PLANS FOR LOCATIONS FIXTURE PROVIDED BY OWNER CEILING HUNG FIXTURE ® SEE PLANS FOR LOCATIONS FIXTURE PROVIDED BY OWNER � COUNTER OUTLET POP-UP OUTLET;VERIFYWITH OWNERS THERMOSTAT 0 SEE PLANS FOR LOCATIONS MOUNTING HIEHGT SAME AS SWITCHES. � TELEPHONE LAND LINE SEE MOUNTING HEIGHT ON PLANS � CABLE LINE SEE MOUNTING HEIGHT ON PLANS ____ UNDERCABINET LIGHTING SEE ELECTRICAL PLANS &APPLIANCE SPECIFICATIONS ® UNDERCABINET PLUGMOLD SEE ELECTRICAL PLANS &APPLIANCE SPECIFICATIONS SMOKE ALARM SD MOUNT IN ALL BEDROOMS AND KITCHENS SMOKE /CARBON MONOXIDE ALARM COMPLYING W/ UL 2034 DC INSTALLED IN ACCORDANCE W/ NFPA 72 MOUNT NEAR GARAGE ENTRY POINT &OUTSIDE BEDROOM CLUSTERS EXHAUST FAN � I I 0 CFM INTERMITENT; SEE SPECIFICATIONS FIXTURE PROVIDED BY OWNER NOTES: . ALL ELECTRICAL SHALL BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. 2. ALL ELECTRICAL EQUIPMENT SHAL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 3. ALL FAMILY ROOM, KITCHEN, DINING, BATHROOM,AND MASTER BEDROOM SWITCHES SHALL BE ON DIMMERS EXTERIOR BLIND ELECTf QUANTITY AND LOCH CONNECTION PER MANUFACTUR EXTERIOR BLIND ELECTf QUANTITY AND LOCH CONNECTION PER MANUFACTUR SM WAKEdesign, LLC Maggie Hanna 752 NW Market St, #203 Seattle, WA 98 107 p: 661.202.9743 e: maggie.wakedesign@gmail.com © Copyright 202 I ,WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. DUNN RESIDENCE SUSAN DUNN 3 15 8TH AVE N EDMONDS,WA 98020 SHEET INDEX: ID NAME CVR COVER SHEET A-0.1 SITE PLAN A-I.0 DEMOLITION BASEMENT PLAN A-I.I DEMOLITION MAIN FLOOR PLAN A-1.2 PROPOSED BASEMENT PLAN A-1.3 PROPOSED MAIN FLOOR PLAN A-1.4 PROPOSED ROOF PLAN A-2.0 ELEVATIONS A-2.1 ELEVATIONS CONT'D A-2.2 SECTIONS A-3.0 ELECTRICAULIGHTING -BASEMENT ... A-3.1 ELECTRICAULIGHTING -MAIN & UP... A-4.0 WINDOW /DOOR SCHEDULE & BUI... S I.0 GENERAL STRUCTURAL NOTES 52.0 FOUNDATION PLAN 52.1 MAIN FLOOR FRAMING PLAN 52.2 ROOF FRAMING PLAN 53.0 STRUCTURAL DETAILS 53.1 STRUCTURAL DETAILS 54.20 STRUCTURAL DETAILS SHEETTITLE: ELECTRICAU LIGHTING -MAIN & UPPER PLAN ISSUED: Z/ZZ/ZZ SHEET NUMBER: A-3. DCI STAM P RESUB Feb 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N MAIN FLOOR REFLECTED CEILING PLAN WINDOW NOTES: - PAINT EXISTINGWINDOWSTRIMTO MATCH NEW -ALL WINDOWS SHALL BE N.F.R.C. CERTIFIED - GLAZING SHALL BE DOUBLE -PANED INSULATED GLASS OR BETTER UNLESS OTHERWISE NOTED -WINDOW GLAZING SHALL HAVE A MAXIMUM U-FACTOR OF .28. GLAZED EXTERIOR DOORS SHALL HAVE A MAXIMUM U- FACTO R O F .20. -ALL GLAZING WITHIN 18" OF FLOORS, 24" FROM STAIRS, 24" FROM EXTERIOR DOOR SHALL BETEMPERED SAFETY GLASS. GLAZED OPERABLE DOORS, SHOWER DOORS,AND BATHTUB/HOTTUB/SAUNA ENCLOSURES WITH BOTTOM EDGE LESS THAN 60" ABOVETHE FLOOR DRAIN SHALL BETEMPERED SAFETY GLASS. - EGRESS WINDOWS MUST MEETTHE FOLLOWING REQUIREMENTS: CLEAR OPENING WIDTH : 20" MINIMUM CLEAR OPENING HEIGHT : 24" MINIMUM CLEAR OPENING AREA : 5.7 SF SILL HEIGHT : 44" MAXIMUM DOOR NOTES: -ALL GLAZED DOORS WITHIN 18" OF FLOOR SHALL BETEMPERED SAFETY GLASS INCLUDING SHOWER DOORS. SEE GLAZING AND SAFETY AND SECURITY NOTES SHEET CVR. -ALL DOORS SHALL BE NFRC CERTIFIED, SM WAKEdesign, LLC Maggie Hanna 752 NW Market St, #203 Seattle, WA 98 107 p: 661.202.9743 e: maggie.wakedesign@gmail.com © Copyright 202 I ,WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. DUNN RESIDENCE SUSAN DUNN 3 15 8TH AVE N EDMONDS,WA 98020 SHEET INDEX: SHEETTITLE: WINDOW /DOOR SCHEDULE & BUILDING DETAILS ISSUED: Z/ZZ/ZZ SHEET NUMBER: A-4.0 DCI STAM P RESUB Feb 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT GENERAL STRUCTURAL NOTES SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. ALL SIMPLE STEEL (SST300), POST HOT -DIPPED GALVANIZED(HDG) OR GALVANIZED WITH A MINI - (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) SLUMP OF 5" OR LESS. SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, FB = 2,400 PSI, FV = MUM OF 1.850Z ZINC PER SQUARE INCH (ZMAX). UNLESS NOTED OTHERWISE, ALL 165 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST CRITERIA THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED FB = 2400 PSI, FV = 165 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 2,000' HANGERS, AND ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. ALL COLUMNS SHALL BE DOUGLAS OR "IUT" SERIES JOIST HANGERS. 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL � THE EDMONDS DEPARTMENT OF PLANNING AND DEVELOPMENT FOR APPROVAL TWO WEEKS FIR COMBINATION N0. 5, FC = 2400 PSI, E = 2.0 X 10E6 PSI. DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING COD (2018 EDITION), PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE 24. NAILS - NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING & EDMONDS BUILDING CODE MODIFICATIONS TO THE INTERNATIONAL THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS 19. ENGINEERED LUMBER MEMBERS SHALL BE MANUFACTURED UNDER A PROCESS BY THE SPECIFICATIONS: WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING 2. DESIGN LOADING CRITERIA: STRENGTH DATA IN ACCORDANCE WITH IBC 1905.3. THE USE OF A PERFORMANCE MIX THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL SIZE LENGTH DIAMETER REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL LUMBER SHALL FLOOR LIVE LOAD (RESIDENTIAL). PSF GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD BE MANUFACTURED IN ACCORDANCE WITH THE APPROPRIATE ICC REPORT AND GLUED 6D 2" 0.113" .40 DECK LIVE LOAD (RESIDENTIAL) PSF INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL 8D 2-1/2" 0.131" .60 ROOF SNOW LOAD (Pf). PSF DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. 10D 3" 0.148" .25 SPECIFIED PERFORMANCE. 12D 3-1/4" 0.148" WIND: PSL FB = 2900 PSI E = 2000 KSI FV = 290 PSI ESR-1387 16D 3-1/2" 0.162" BASIC WIND SPEED (3-SECOND GUST) MPH ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR- LSL FB = 2250 PSI E = 1500 KSI FV = 285 PSI ESR-1387 .110 ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND LVL FB = 2600 PSI E = 1800 KSI FV = 285 PSI ESR-1387 IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT WIND IMPORTANCE FACTOR (Iw). .1.0 C618. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) WIND EXPOSURE .B INTERNATIONAL BUILDING CODE. DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAUSER FOR REVIEW AND APPROVAL. NAILS SHALL BE DRIVEN FLUSH TO FACE OF TOPOGRAPHICAL FACTOR (Kzt). .1.00 CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND SHEATHING WITH NO COUNTERSINKING PERMITTED. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST EARTHQUAKE: GRADE 60, FY = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED 25. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN: LAT. /LONG. .47.813 /-122.370 THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST SEISMIC IMPORTANCE FACTOR (Ie) .1.0 11. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORD- HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED SEISMIC USE GROUP. .I ANCE WITH ACI 318-02. LAP ALL CONTINUOUS REINFORCEMENT 40 BAR DIAMETERS PROVIDED. TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM MAPPED SPECTRAL RESPONSE (Ss/S1) .1.287g/0.45g OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTER- NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF SPECTRAL RESPONSE COEF. (SDS/SD1). .0.89g/0.45g SECTIONS. LAP CORNER BARS 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAP ALL PROPOSED HOLE SIZES AND LOCATIONS SHALL BE SUBMITTED TO THE STRUCTURAL THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SEISMIC FORCE RESISTING SYSTEM:. .PLYWOOD SHEAR WALLS ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. ENGINEER FOR APPROVAL TWO WORKING DAYS PRIOR TO DRILLING HOLES. SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS DESIGN BASE SHEAR. .9.62k WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER SEISMIC RESPONSE COEFICIENT (Cs) .0.158 12. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 20. PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. SEISMIC DESIGN CATEGORY D MANUFACTURED BY THE WEYERHAUSER CORPORATION AND SHALL BE FURNISHED AND . RESPONSE MODIFICATION FACTOR (R). 6.5 A. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE . .3" INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE ANALYSIS PROCEDURE . EQUIVALENT LATERAL FORCE B. ALL OTHER SURFACES . .1 1/2 ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL 2X4 STUDS @ 16" O.C. AT INTERIOR WALLS AND 2X6 @ 16" O.C. AT EXTERIOR BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS TO WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS REFERENCE: USGS NATIONAL SEISMIC HAZARD MAPPING PROJECT, 2015 DATA 13. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. AND AT EACH SIDE OF ALL OPENINGS. TWO 2X8 HEADERS SHALL BE PROVIDED SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COL- S. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST UMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. WALLS SHALL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST TO EACH STUD WITH TWO 16D NAILS, AND TOENAIL OR END NAIL EACH STUD TO DISCREPANCIES PRIOR TO CONSTRUCTION. ANCHORAGE HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB BOTTOM PLATE WITH TWO 16D NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16D JOIST PROVIDED. AT 12" 0. C. AND LAP MINIMUM 4' -O" AT JOINTS AND PROVIDE S I X 16D NAILS 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CON- 14. EXPANSION BOLTS INTO CONCRETE AND GROUTED MASONRY UNITS SHALL BE AT 4" O.C. EACH SIDE OF JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER DITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CON- "STRONG -BOLT" ANCHORS AS MANUFACTURED BY THE SIMPSON COMPANY AND ALL HOLES SHALL CONFORM TO THE MANUFACTURERS SPECIFICATIONS. IF THREE OR WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 12" O.C. STRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 1771, INCLUDING MINIMUM FEWER HOLES ARE PROPOSED FOR A SINGLE JOIST, HOLES SHALL CONFORM TO THE STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH VERIFIED. CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT EMBEDMENT REQUIREMENTS. WEYERHAUSER ILEVEL TJI ALLOWABLE HOLE CHART. IF MORE THEN THREE HOLES ARE 7" MINIMUM EMBEDMENT)@ 4'-0" O.C. UNLESS INDICATED OTHERWISE. INDIVI- UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION. THE CONTRACTOR SHALL PROPOSED FOR ONE SINGLE JOIST, ALL HOLE SIZES AND LOCATIONS SHALL BE SUB- DUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH BRING ALL CONFLICTS AND DISCREPANICES TO THE ATTENTION OF THE ARCHITECT 15. EPDXY -GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH MITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL TWO WORKING DAYS PRIOR TO AND STRUCTURAL ENGINEER. "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON COMPANY DRILLING HOLES. 16D @ 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE AND INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 2508. FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND 21. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN 16. TITEN HD ANCHORS SPECIFIED ON THE DRAWINGS SHALL CONSIST OF "TITEN HD" EXTERIOR GLUE IN CONFORMANCE WITH APA STANDARDS. ORIENTED STRAND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE 5D COOLER NAILS ACCORDANCE WITH THE PLANS. HEAVY DUTY SCREW ANCHORS AS MANUFACTURED BY THE SIMPSON COMPANY AND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND SPAN RATING MAY BE FOR 1/2" GWB AND 6D COOLER NAILS FOR 5/8" GWB. WHEN NOT OTHERWISE INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 2713. USED IN LIEU OF PLYWOOD. NOTED, PROVIDE 1/2" (NOM.) APA RATED SHEATHING (SPAN RATING 24/0) ON 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. WOOD A. ROOF SHEATHING SHALL BE 1/2" (NOM.) WITH SPAN RATING 24/0. TOP AND BOTTOM PLATES WITH 8D @ 6" O.C. AND TO ALL INTERMEDIATE STUDS THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL B. FLOOR SHEATHING SHALL BE 3/4" (NOM.) WITH SPAN RATING 40/20. AND BLOCKING WITH 8D @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE 17. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CON- C. WALL SHEATHING SHALL BE 1/2" (NOM.) WITH SPAN RATING 24/0. AND ENDS. SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CON- FORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER N0. 17, TRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS AROUND ALL OPENINGS IN CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CON- FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. JOISTS: (2X MEMBERS) HEM -FIR N0. 2 22. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE- BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16D NAILS. ATTACH MINIMUM BASE VALUE, FB = 850 PSI TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH METAL JOIST HANGERS IN GEOTECHNICAL (3X & 4X MEMBERS) DOUGLAS FIR N0. 1 BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR ACCORDANCE WITH TIMBER CONNECTOR NOTE. NAIL ALL MULTI -JOIST BEAMS TO - MINIMUM BASE VALUE, FB = 1000 PSI MASONRY. ALL WOOD EXPOSED TO WEATHER WITHOUT THE ADEQUATE PROTECTION OF GETHER WITH 16D @ 12" O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE 8. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, A ROOF OR EAVE SHALL BE AN APPROVED WOOD OF NATURAL RESISTANCE TO DECAY PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH REC- STRUCTURAL LIGHT FRAMING: DOUGLAS FIR N0. 2 OR PRESSURE TREATED. SUCH MEMBERS INCLUDE HORIZONTAL MEMBERS SUCH AS PERPENDICULAR TO SUPPORTS AND NAILED WITH 8D NAILS @ 6" O.C. TO FRAMED OMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGI- (INCL. 3X AND 4X POSTS) MINIMUM BASE VALUE, FB = 900 PSI GIRDERS, JOISTS, AND DECKING; OR VERTICAL MEMBERS SUCH AS POSTS, POLES, PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" O.C. TO NEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COM- AND COLUMNS. INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED PLCTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FIN- BEAMS AND STRINGERS: DOUGLAS FIR N0. 1 BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR ISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) (INCL. 6X AND LARGER) MINIMUM BASE VALUE, FB = 1350 PSI 23. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE STRONG -TIE SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS BY SIMPSON COMPANY, AS SPECIFIED IN THEIR MOST RECENT CATALOG. EQUIVALENT gE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE POSTS AND TIMBERS: DOUGLAS FIR N0. 1 DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO TESTING LAB AND SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH (6X6 AND LARGER ) MINIMUM BASE VALUE, FC = 1000 PSI APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF SUPPORTS WITH 16D @ 12" O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PLYWOOD IN THE SOILS REPORT. STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR OR HEM -FIR STANDARD GRADE ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALLOWABLE SOIL PRESSURE. 2000 PSF 2X6 STUDS AND PLATES: HEM -FIR N0.3/ STUD GRADE ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS LATERAL EARTH PRESSURE . 45 PCF UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UN- 2X AND 3X T & G DECKING HEM -FIR COMMERICAL DEX, LESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEA - SOILS REPORT REFERENCE: COBALT GEOSCIENCES, LLC PARCEL N0. 00434208501600 MINIMUM BASE VALUE, FB = 1350 PSI SONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. HANGERS IN DIRECT CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE EITHER STAINLESS CONCRETE 18. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND 9. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORD- ANCE WITH IBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF F'C = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 ■ \�I Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com 2/11/22 Project Contact Cameron Wressell tel 206 624 4760 fax 206 447 6971 cwressell@harriottvalentine.com Project Architect Maggie Hanna - WAKEdesign, LLC 1752 NW Market St, #203 Seattle, WA 98107 Project Dunn Residence 315 8th Ave N Edrnonds, WA 98020 Issue Date Issue Description 11/10/2021 Permit 02/11/2022 Corrections � Building Department Approval � Drawing Title GENERAL STRUCTURAL NOTES RESUB Drawing Number CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S1.0 w z w 0 w Z Z 0 8"� PLINTH, REINF. WITH (4) #4 VERT. AND TIES #3 x � � 3"oc (3) #4 EACH WAY BOTTOM 6" SQ. PLINTH, REINF. WITH (4) #4 VERT. AND TIES #3 x � @ 4"oc (3) #4 EACH WAY BOTTOM NEW FOOTING BELOW EX. STEMWALL COLUMN PER PLAN (PRESSURE -TREATED) ABA SERIES POST BASE COLUMN PER PLAN (PRESSURE -TREATED) ABA SERIES POST BASE EXISTING SLAB REPAIR SLAB PER 4/S2.0 a � u a � .. a a .. � a� a a 2'-0" SQUARE �i� EX. STEMWALL PER PLAN t\�\ 4" THICK SLAB REINF. W/ W2.9xW2.9 6x6 W.W.M. CTR'D. TYPICAL _—X X X X X—�6 MIL VAPOR BARRIER °° 000 °o o� oho �gs000 o�� (OMIT AT EXTERIOR SLABS) SLAB 8�o°ooOO� 08`��°°°°moo°� 0 08° ° ��\��%��%��\��%��%��\��%��%��\% 4" FREE -DRAINING GRANULAR FILL CONTROL —X X X� �X X X— JOI N T °°°°�°o off° e°o°0000 o�o°oo�o� oo��o°oo�°o°�°°v� oo 2nd POUR 1st POUR CON STR. —x x x x x x— ° ono°0 00 0�0 00 °oo oo JOINT 8�0°0o��oog�'�o°oo�o�°� 000 CONTROL JOINT FORMER "ZIP STRIP" 11/2" DEEP (JOINT MAY BE SAW -CUT AT CONTRACTOR'S OPTION) CUT ALT. WIRES AT JOINT PLASTIC JOINT KEY "MEADOW BURKE" STOP REINF. 1" CLEAR OF JOINT EACH SIDE SLAB —ON —GRADE (NOT INSULATED) L —V I V MH I l.fl r1VR1L. RC11Vr VRl.11VV, CM6CU 5" IN EPDXY GROUT. � � EXTENT X SECTION DETAIL 2. SEE 10/S4.0 FOR TYPICAL HOEDOWN X. REQUIREMENTS AT CONCRETE WALLS AND FOOTINGS. (FB) FLUSH BEAM 3. SLAB -ON -GRADE SHALL BE PLACED AND (PT) PRESSURE -TREATED CURED FOR A MINIMUM OF SEVEN DAYS BEFORE RETAINING WALLS ARE BACKFILLED. COLUMN ABOVE SEE RETAINING WALL DETAILS FOR SPECIFIC `" CONFIGURATION. p COLUMN BELOW NEW STRUCTURAL WALL EXISTING STRUCTURAL WALL NEW CONCRETE WALL EXISTING CONCRETE WALL ALL -THREAD HOEDOWN AT y�� END OF SHEARWALL ABOVE STRAP HOEDOWN AT c`S� END OF SHEARWALL ABOVE HV Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www. harriottvalenti ne.com Project Contact Cameron Wressell tel 206 624 4760 fax 206 447 6971 cwressell @harriottvalenti ne. com Project Architect Maggie Hanna — WAKEdesign, LLC 1752 NW Market St, #203 Seattle, WA 98107 Project Dunn Residence 315 8th Ave N Edmonds, WA 98020 Issue Date Issue Description 11/10/2021 Permit 02/11/2022 Corrections Building Department Approval Drawing Title FOUNDATION PLAN RESUB Drawing Number CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ��■O w U z w 0 LLI z z 0 4x4 (P.T.) STANCHIONS SEE ARCH'L. FOR LAYOUT SEE ARCH'L. FOR INFILL, TOP AND BOTTOM RAILS UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING AT A MINIMUM: * 2x6 RAIL CAP, AND 2x4 TOP AND BOTTOM RAILS, WITH A MAXIMUM SPAN OF 6'-0"oc, ATTACH EACH WITH (2) N0. 8 WOOD SCREWS EACH END (MIN.) � 2x2 PICKETS @ 4"oc, ATTACH EACH WITH (1) N0. 8 WOOD SCREW TOP AND BOTTOM REMOVE SIDING AT LEDGER CONTINUOUS FLASHING WITH DRIP EDGE (COORD. WITH ARCHITECTURAL) DECK JOISTS PER PLAN WITH HANGERS PER PLAN (3) 10d BOX EACH SIDE OF BLOCKING �•� �� CV R CV HD2A TOP AND BOTTOM EACH WITH 5/s"� THRU— BOLT TO STANCHIONS AND (2) 5/s"� DIAMETER THRU— BOLTS TO BLOCKING 0 0 (5) 16d 0 0 BLOCK ONE BAY FULL DEPTH WITH (2) 2x (AT JOISTS PARALLEL CONDITION, SHOWN) OR PROVIDE 2x BACKER 16" LONG (AT JOISTS PERPENDICULAR CONDITION, SIMILAR) SHEARWALL PER PLAN (2) ROWS �/2"� THRU— BOLTS @ 8"oc (EACH ROW) �I11[.��y»:i».1� SHEARWALL PER PLAN PANEL EDGE NAILING PLAN (8d @ 6"oc U.N.O.) CAPERED JOISTS � � / SLOPE PER ARCH'L EX. JOISTS PER PLAN BEAM PER PLAN BLOCK ONE BAY EACH SIDE FULL —DEPTH @ 48"oc —FIT TIGHT 0 'ALL L T �E ■ \�I Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www. h a rri ottva I e n ti n e. co m 2/11/22 Project Contact Cameron Wressell tel 206 624 4760 fax 206 447 6971 cwres s e l l@ h a rri ottva I e n ti n e. co m Project Architect Maggie Hanna — WAKEdesign, LLC 1752 NW Market St, #203 Seattle, WA 98107 Project Dunn Residence 315 8th Ave N Edmonds, WA 98020 Issue Date Issue Description 11/10/2021 Permit 02/11/2022 Corrections � Building Department Approval � Drawing Title MAIN FLOOR FRAMING PLAN RESUB Drawing Number CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S2.1 w U z w 0 w z z 0 (4)SDS25312 W/ SPACING PER PLAN VIEW LSL PER PLAN WALL PER PLAN SHEARWALL PER P CONT. WIND BEAM PER PLAN CONT. STRAP PER SHEARWALL PER P 1'-2" PSL PER PLAN R N CS20 STRAP WRAPPED R TOP AND BOTTOM (2)11/2x91/2 LSL BLOCKING PLAN VIEW ELEVATION VIEW WIND BEAM PANEL EDGE NAILING PER PLAN INVERTED LUS410 EACH BEAM r3�:n■��:a��:ni 1/4"� x 31/2" LONG SDS SCREWS @ 6"oc 1/4"� x 5" LONG SDS SCREWS � 6"oc PANEL EDGE NAILING PER PLAN (8d � 6"oc U.N.O.) BLOCK FULL —DEPTH (VENT PER ARCH'L.) BEAM PER PLAN A35 PER SW SCHEDULE H2.5A EACH JOIST SHEARWALL PER PLAN (WHERE OCCURS) i LL Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www. h a rri ottva I e n ti n e. co m 2/11/22 Project Contact Cameron Wressell tel 206 624 4760 fax 206 447 6971 cwres s e l l@ h a rri ottva I e n ti n e. co m Project Architect Maggie Hanna — WAKEdesign, LLC 1752 NW Market St, #203 Seattle, WA 98107 Project Dunn Residence 315 8th Ave N Edmonds, WA 98020 Issue Date Issue Description 11/10/2021 Permit 02/11/2022 Corrections Building Department Approval Drawing Title ROOF FRAMING PLAN RESUB Feb 23 2022 Drawing Number CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S2.2 w U z w 0 w z z 0 HV BLOCK FULL —DEPTH Harriott Valentine Engineers Inc. (VENT PER ARCH'L.) � PANEL EDGE NAILING PER 1932 First Avenue, suite 720 BEAM PER PLAN PLAN (8d @ 6"oc U.N.O.) PANEL EDGE NAILING PER 8d @ 6"oc EX. OUTRIGGERS Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 RAFTERS PER PLAN W/ PLAN (8d @ 6"oc U.N.O.) TO BLOCKING �� www.harriottvalentine.com PANEL EDGE NAILING PER HANGERS PER PLAN � PLAN (8d @ 6"oc U.N.O.) BLOCK FULL —DEPTH �, PANEL EDGE NAILING � � (VENT PER ARCH'L.) �' PER PLAN � BLOCK FULL —DEPTH � ,, (VENT PER ARCH'L.) � TAPERED SLEEPERS �� ''�" (SLOPE PER ARCH'L.) ./� (3) 16d PANEL EDGE NAILING EX. RAFTER PER PLAN AT BLOCK EX. RAFTERS PER PLAN RAFTER PER PLAN PER SW SCHEDULE TO BLOCKING (8d @ 6"oc l� � BLOCK ONE RAFTER �� HANGER PER PLAN A35 PER SW SCHEDULE U.N.O.) A35 PER SW SCHEDULE BAY @ 48"oc EACH RAFTER A35 PER SW SCHEDULE SHEARWALL PER PLAN A35 PER SW SCHEDULE H2.5A EACH JOIST H2.5A EACH JOIST FLUSH BEAM PER PLAN BEAM PER PLAN WINDOW PER ARCH SHEARWALL PER PLAN SHEARWALL PER PLAN (WHERE OCCURS) WIND BEAM PER 2/S2.2 3/4" = 1'-0" 1 3/4" = 1'-0" 2 3/4" = 1'-0" � 3/4" = 1'-0" 4 PANEL EDGE NAILING PER PLAN (8d @ 6"oc U.N.O.) PANEL EDGE NAILING PANEL EDGE NAILING PLAN (8d @ 6"oc U.N.O.) TAPERED SLEEPERS PANEL EDGE NAILING PLAN (8d @ 6"oc U.N.O.) BLOCK FULL —DEPTH (SLOPE PER ARCH'L.) PLAN (8d @ 6"oc U.N.O.) (VENT PER ARCH'L.) TAPERED SLEEPERS BEAM PER PLAN TAPERED SLEEPERS BEAM PER PLAN BLOCK FULL —DEPTH (SLOPE PER ARCH'L.) (SLOPE PER ARCH'L.) � � @ MIDSPAN OF TAPERED SLEEPERS EX. JOISTS PER PLAN (3) 10d BOX EACH � EX. JOISTS PER PLAN �` � w.as�o� `�' OVERHANG (SLOPE PER ARCH'L.) (BEAR 13/4" MIN.) SIDE OF BLOCKING EX. JOISTS PER PLAN (BEAR 13/4" MIN.) ° � , '� . ,,- k' � ��. .:. �u�.�,� RAFTERS PER PLAN 2 Y � �� ... � o,�,� 2/11/22 A35 PER SW SCHEDULE BEAM PER PLAN --_ � Project Contact BLOCK ONE BAY EACH Cameron Wressell HANGERS PER PLAN SIDE FULL —DEPTH HANGERS PER PLAN tel 206 624 4760 fax 206 447 6971 H2.5A EACH JOIST @ 48"oc —FIT TIGHT cwressell@harriottvalentine.com Project Architect Maggie Hanna — WAKEdesign, LLC SHEARWALL PER PLAN 1752 NW Market St, #203 Seattle, WA 98107 (WHERE OCCURS) Project 3/4" = 1'-0" � 3/4" = 1'-0" � 3/4" = 1'-0" � 3/4" = 1'-0" 8 Dunn Residence 315 8th Ave N Edmonds, WA 98020 Issue Date Issue Description 11/10/2021 Permit 02/11/2022 Corrections 10d BOX FACENAIL 10d BOX FACENAIL PANEL EDGE NAILING AT TOP AND BOTTOM AT TOP AND BOTT02 PER PLAN OF JOIST OF JOIST PANEL EDGE NAILING PER PANEL EDGE NAILING PER > 1 /4 LSL BLOCK � PANEL EDGE NAILING PER BLOCK FULL —DEPTH PLAN (8d @ 6"oc U.N.O.) BLOCK FULL —DEPTH PLAN (8d @ 6"oc U.N.O.) FULL —DEPTH PLAN (8d @ 6"oc U.N.O.) (VENT PER ARCH'L.) (VENT PER ARCH'L.) A35 PER SW SCHEDULE A35 PER SW SCHEDULE TAPERED SLEEPERS A35 PER SW SCHEDULE BEAM PER PLAN � BEAM PER PLAN (SLOPE PER ARCH'L.) OUTRIGGERS 2x4 @ 24"oc Building Department Approval EX. JOISTS PER PLAN EX. JOISTS PER PLAN WITH (3) 16d TO RAFTER TAPERED SLEEPERS (BEAR 13/4" MIN.) (BEAR 13/4" MIN.) (SLOPE PER ARCH'L.) (3) 16d AACBARGE TJI's PER PLAN BLOCK _ WEB SOLID OVER WALL RAFTER TJI's PER PLAN RAFTERS PER PLAN W HANGERS PER PLAN EX. 2x4 FRAMING EX. 2x8 FRAMING (3) 10d BOX EACH SIDE OF BLOCKING BLOCK ONE BAY FULL — - - - A35 PER SW SCHEDULE BEAM PER PLAN i,�'�wi;"� DEPTH @ 48"oc WITH STRUICTURAL DETAILS (3) 10d BOX EACH -'"- - �, 1 �/4" LSL RIM LSL 1 �/4" RIMBOARD — H2.5A EACH JOIST NOTCH FOR OUTRIGGRS FIT TIGHT TO TJI (U.N.O. ON PLAN) BEAM PER PLAN (HEADER WHERE OCCURS) 10d BOX TOENAIL EACH RESUB SHEARWALL PER PLAN SIDE OF LSL TO PLATE Feb 23 2022 SHEARWALL PER PLAN Drawing Number CITY OF EDMONDS DEVELOPMENT SERVICES (WHERE OCCURS) DEPARTMENT S3.0 „ 3/4 = 1 —0 � � 3/4 = 1 —0 1 2 3/4 = 1 —0 11 ,� 3/4 = 1 —0 12 w z w 0 w z z 0 HV Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 EX WALL PER PLAN SHEARWALL PER PLAN OUTLINE WALL BEYOND Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com #4 @ 16"oc VERT. A35 @ 48"oc 2x6 P.T. PLATE WITH (CENTERED) 24" „ 5/s � ANCHOR BOLTS PER #4 x� �� @ 16 oc SW SCHEDULE @ 48"oc ( 2x6 P.T. PLATE WITH #4 @ 10 oc HORIZ. 2x6 P.T. PLATE WITH 5/s"� x 8" TITEN HD ELSEWHERE) 5/$"� ANCHOR BOLTS PER [(2) AT TOP OF WALL] (1) #4 NOSING BAR BOLTS @ 48"oc SW SCHEDULE (@ 48'oc � (3) 10d BOX EACH — SLAB -ON -GRADE ELSEWHERE) � SLAB -ON -GRADE SLAB -ON -GRADE SIDE OF BLOCKING PER 4/S2.0 PER 4/S2.0 PAVING PER ARCH'L. �_____� PER 4/S2.0 �I II u°° R z II�� ,� �\\\\ x \�/\\/\\/�� x X x x x x ice% �/ ///// x '� / / / / /� � \\/�\��\\/ \ \ x x x x x x � x x x x x x PT RIMBOARD ',i a w°°o°o° \//\ °° o �--i qw°o° \/ o / </i,/i// / / � o o � o O o \,�\\j 2000��00 U.N.O. ON PLAN �oogog `�Q��°°�°�°�o�o�°�`� � °°°�°��2°�°go(�000°o�° � so° °08° � BLOCK ONE BAY FULL- a V oOO��,�OO ////////, �/ \ R GD O oOO�`c,�OO °° 00 °°°° O ° //�\//�2/, �/ ° R CO °°°000° °e°°o O ° \//\\/\�/ ° /\% DEPTH @ 48"oc WITH ° — ° ° � ° ° ° ��i;�i�%�i �%\��\\'�\\��\\i�\\i�� ° PT RIMBOARD - \ \ \ �\ \ \ /� �� °� (2) #4 CONT. °� (2) #4 CONT. �j EX. CONC. WALL �j ° � FIT TIGHT TO JOISTS 10d BOX TOENAIL EACH EX STEM WALL DRAINAGE PER DRAINAGE PER j \ .� Q SIDE OF RIM TO PLATE PER PLAN ARCHITECTURAL 5" s" 5" ARCHITECTURAL �'-4" a 4 3/4" = 1'-0" 1 3/4" = 1'-0" 2 3/4" = 1'-0" � 3/4" = 1'-0" 4 PLATE NAILING PER SHEARWALL PER PLAN SHEARWALL SCHEDULE FLOOR SHEATHING NAILING PER PLAN BEAM PER PLAN TJI'S PER PLAN W/ HANGERS PANEL EDGE NAILING PER PLAN 1 �/4" LSL BLOCK EP6Z FROM FLUSH BEAM TO DROP BEAM FLUSH BEAM PER PLAN TJI'S PER PLAN WITH HANGERS PER PLAN TRIM TONGUES AND/OR PER PLAN FULL -DEPTH TJI PER PLAN GROOVES AT EDGE OF A35 PER SW SCHEDULE v � SHEATHING ��'� ��o�, , , , , , , , , , , , EX. JOISTS PER PLAN i � �' 10d BOX FACENAIL AT TOP AND BOTTOM (BEAR 13/4" MIN.) • � • • • • __ • • • Y f�° - • , . 1 }� .11 t� �� OF JOIST �----' � � "� 10d BOX EACH BLOCK ONE BAY FULL- DROPPED BEAM PER PLAN EP6Z FROM FLUSH BEAM � �u�.,� � �� •�� (3) DEPTH @ 48"oc WITH „ � � TO DROP BEAM • EX. 2x RIM (U.N� - - __� SIDE OF BLOCKING LSL 1 � 4 RIMBOARD - / •d • • r ' ` ' ' � �o �� ON PLAN) FIT TIGHT TO TJI 2/11/22 A35 PER SW SCHEDULE BLOCK EACH BAY 12d AT PANEL NAIL CUT TOP PLATES FOR FULL -DEPTH @ 84" oc WITH LSL 1 �/4" RIMBOARD SPACING FOR LOWER SHEARWALL (STAGGER BEAM POCKET IN WALL Project Contact tea206 624 4760 II FIT TIGHT TO TJI'S ALTERNATE SIDES) POST CAP PER PLAN fax 206 447 6971 cwressell@harriottvalentine.com SHEARWALL PER PLAN SHEARWALL PER PLAN Project Architect N SHEARWALL PER PLAN ^' Maggie Hanna — WAKEdesign, I_I_c 1752 NW Market St, #203 SHEARWALL PER PLAN Seattle, WA 98107 Project 3/4" = 1'-0" � 3/4" = 1'-0" � 3/4" = 1'-0" 8 Dunn Residence 315 8th Ave N Edmonds, WA 98020 Issue Date Issue Description 11/10/2021 Permit COLUMN PER PLAN 02/11/2022 Corrections #4 @ 16"oc VERT. (CENTERED) 2x6 P.T. PLATE WITH � #4 @ 10"oc HORIZ. Building Department Approval 5/s"� ANCHOR BOLTS PER [(2) AT TOP OF WALL] SW SCHEDULE (@ 48'oc ELSEWHERE) SLAB -ON -GRADE • PER 4/S2.0 Z I I �� •� /, r� %// // // // // // / x x x x x x x \ � �/ °� ° 0 000 ° ° o o$ oo°`� _ 00 ° Q, ° ° Drawing Title STRUCTURAL DETAILS DRAINAGE PER s° ARCHITECTURAL RESUB 2'-6" SQUARE (3) #4 EACH WAY Feb 23 2022 Drawing Number CITY OF EDMONDS DEVELOPMENT SERVICES BOTTOM DEPARTMENT �, � 1 � 11 12 S3.1 3/4 = 1 —0 3/4 = 1 —0 3/4 = 1 —0 3/4 = 1 —0 w U z W w z z 0 BLOCK FULL —DEPTH OVER BEAM nr n t � nrn nl n "I / InTc-Tr nrn nl n"I SHEATHING PER SW SCHEDULE ONE-SIDED � SHEARWALL SHEATHING PER SW Q SCHEDULE z TWO-SIDED OO STAGGER ANCHORS SHEARWALL � AT TWO—SIDED SHEARWALLS X Q ANCHOR BOLT WITH PLATE SHEATHING PER SW WASHER PER SW SCHEDULE SCHEDULE (0.229"x 3" SQUARE) TYPICAL SHEAR WALL ANCHOR BOLT PLACEM EN T STRAP SCHEDULE (NOT ALL USED) �I i i i I I II � � II MARK END LENGTH NAILS NAIL SPACING II II II II I I I I I I I I n __ �� CS20 9" (16) 8d x 21/2" 21/16" SHEARWALL PER PLAN I I I �: I I I I 111/4" (14) 10d x 31/4 N/A II I I II I I II I I � W I I I�� II PROVIDE II HALF OF SPECIFIED MSTCM40 I I I I I I I I I I I I o W I I.� NAILS IN EACH END LENGTH 1. 10d AND 12d DIAMETER = 0.148"; 8d DIAMETER = 0.131". --�L—_—_—_—_u_—_—_—_--�I—_— I I�� .� � �_ - 2. USE HALF OF THE REQUIRED NAILS IN EACH MEMBER — � — — — — � — — — — �— — _—_—_—L—_ — — — — � — � — BEING CONNECTED (i.e. IN EACH END LENGTH). II II II � 11I II II —�i----u----�-- ----�— —�-- -�T I—f TI-- --n ��— II II II � II��I II II PROVIDE II 15/s" MIN. END I I I I I I I I I I I I o W I DISTANCE FOR NAILS SHEARWALL PER PLAN I I I I��I I I I I HOEDOWN SCHEDULE (NOT ALL USED ON PLANS) MARK FASTENERS TO STUDS ANCHOR DIA.2 EMBEDMENT LENGTH SSTB5 EPDXY3 CAST—IN4 HDU2 (6) 1/4"� x 21/2" SCREWS 5/8" 8" 11" SSTB16 1. 10d AND 12d DIAMETER = 0.148"; 16d DIAMETER = 0.162". SCREWS SHALL BE SIMPSON "SDS" TYPE SCREWS, INSTALL PER SIMPSON RECOMMENDATIONS. 2. PROVIDE A36 OR A307 ALL —THREAD AT EPDXY AND CAST —IN ANCHORS. 3. PROVIDE SIMPSON "SET—XP" EPDXY PER GENERAL STRUCTURAL NOTES. SPECIAL INSPECTION IS REQUIRED. 4. AT CAST —IN ANCHORS PROVIDE HEAVY HEX NUT AT BOTTOM OF ALL —THREAD. HOOKED J—BOLT MAY BE USED FOR LTT HOEDOWNS. 5. AT 3x SILL PLATES, PROVIDE LONGER SSTBL MODELS. TYPICAL STRAP HOEDOWN AT FLOOR SHEARWALL PER PLAN AT EX. CONC. WALL PROVIDE ALL —THREAD AND EMBED IN EPDXY GROUT PER SCHEDULE a II- -A I � a II ° a. a ° �� o� m� W � NOTE: PROVIDE 5" END AND 13/4" EDGE DISTANCE FOR ANCHORS (MIN.) (2) STUDS MIN. —REFER TO PLAN FOR LOCATIONS WHERE BUILT—UP POST CONSISTS OF MORE STUDS HOEDOWN PER PLAN W/ SCREWS PER MFR. SPECS. (OR NAILS SIMILAR) CONCRETE STEMWALL PER PLAN (6" MIN. THICKNESS) ° - AT NEW CONCRETE WALL PROVIDE ALL —THREAD AND HEX NUT OR HEADED BOLT AND EMBED PER SCHEDULE (HOOKED J—BOLT MAY BE USED FOR LTT HOEDOWNS) TYPICAL HOEDOWN AT CONCRETE SHEARWALL SCHEDULE (NOT ALL USED ON PLANS) MARK SHEATHING STUDS AT ABUTTING PANEL EDGES2 PANEL EDGE NAILING3,4 RIM JOIST OR BLOCKING TO TOP PLATE BOTTOM PLATE ATTACHMENT SOLID RIM TJI RIM BOTTOM PLATE TO RIM JOIST BELOW4 ANCHOR BOLT TO CONCRETE5 SILL PLATE AT FOUND. SWl 15/32" CDX PLYWOOD 2x 8d @ 6"oc A35 @ 24"oc 16d @ 6"oc 16d @ 6"oc 5/s"� @ 48"oc 2x SW2 15/32" 15/32" CDX CDX PLYWOOD PLYWOOD 2x 8d @ 4"oc A35 @ 15"oc 16d N/A @ 4"oc —USE SOLID RIM 16d 16d @ 4"oc @ 3"oc 5/s"� @ 32"oc 2x SW3 3x 8d @ 3"oc A35 @ 12"oc 5/s"� @ 16"oc 2x SW4 15/32" 15/32" CDX CDX PLYWOOD PLYWOOD BOTH SIDES 3x 3x 8d 8d @ 2"oc @ 3"oc A35 A35 @ 9"oc @ 6"oc N/A N/A —USE —USE SOLID SOLID RIM RIM 16d (2) @ 2"oc ROWS 16d @ 3"oc 5/$"� 5/s"� @ 12"oc @ 12"oc 2x SW5 3x SW6 15/32" CDX PLYWOOD BOTH SIDES 3x 8d @ 2"oc A35 @ 41/2"oc N/A —USE SOLID RIM (2) ROWS 16d @ 2"oc 5/s"� @ 12"oc 3x 1. WALL SHEATHING SHALL CONSIST OF APA RATED PLYWOOD WITH SPAN RATING 24/0. ALLOW 1/s" SPACING AT ALL PANEL EDGES AND ENDS OF PANELS. �/1s" APA RATED SHEATHING (OSB) MAY BE USED IN PLACE OF 15/32" CDX. 2. STUDS AT ABUTTING PANEL EDGES MAY CONSIST OF (2)2x STUDS IN PLACE OF 3x STUDS —NAIL (2)2x STUDS TOGETHER WITH BOTTOM PLATE ATTACHMENT NAILING. 3. BLOCK ALL PANEL EDGES W/ 2x4 FLAT, ATTACH W/ PANEL EDGE NAILING. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS. END STUDS SHALL RECEIVE PANEL EDGE NAILING. INTERMEDIATE STUDS SHALL BE 2x STUDS. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH 8d @ 12"oc. 4. 8d NAILS SHALL BE 0.131" DIAMETER x 21/2" (COMMON). 16d NAILS SHALL BE 0.135" DIAMETER x 31/2" (BOX). 5. ANCHORS TO CONCRETE SHALL CONSIST OF CAST —IN —PLACE ANCHOR BOLTS, EXPANSION BOLTS, EPDXY GROUTED ALL —THREADS, OR TITEN HD HEAVY DUTY SCREW ANCHORS. CAST —IN —PLACE ANCHOR BOLTS HAVE A 7" EMBED AND SHALL BE J—BOLTS OR SHALL HAVE A HEX NUT AT THE BOTTOM END. EXPANSION BOLTS SHALL HAVE 5" EMBED AND SHALL NOT BE USED AT STEM WALL LOCATIONS WITH EDGE DISTANCE LESS THAN 5" (INSTEAD, USE EPDXY GROUTED ALL —THREADS OR TITEN HD ANCHORS). EPDXY GROUTED ANCHORS SHALL HAVE 5" EMBED AND 21/2" MIN. EDGE DISTANCE. TITEN HD ANCHORS SHALL HAVE 31/2" EMBED AND 13/4" MIN. EDGE DISTANCE. AT ALL ANCHOR BOLTS, PROVIDE STEEL PLATE WASHERS THAT ARE A MINIMUM OF 0.229" (3 GAUGE) x 3"x 3" (SIMPSON BP5/s-3 OR SIMILAR). PLACE BOLTS PER ANCHOR BOLT PLACEMENT DETAIL. SHEARWALL PER PLAN NAILING TO MATCH BOTTOM PLATE NAIL PER SW SCHEDULE SHEARWALL PER PLC SHEARWALL PEn nl A"I INTERSECTING NON—SHEARWA PANEL EDGE NAILING SW SCHEDULE LING TO MATCH TOM PLATE NAILING SW SCHEDULE EL EDGE NAILING SW SCHEDULE "'^TLING TO MATCH TOM PLATE NAILING SW SCHEDULE EL EDGE NAILING SW SCHEDULE TYPICAL SHEARWALL INTERSECTIONS TYPICAL DOUBLE TOP PLATE 'LAN MULTI —STUD PER PLAN WITH NAILING PER GEN. NOTES TYPICAL MULTIPLE -STUD POST CONSTRUCTION BLOCKING (OR JOIST) PER FLOOR AND ROOF DETAILS JOISTS PER PLAN (DIR. VARIES) FULL DEPTH BLOCKING (OR RIM AT EXTERIOR) BLOCK ALL PANEL EDGES SILL PLATE PER SW SCHEDULE BOTTOM PLATE NAILING PER SW SCHEDULE TOP PLATE CONNECTION PER SW SCHEDULE PANEL EDGE NAILING PER SW SCHEDULE ANCHOR BOLTS &WASHERS PER SW SCHEDULE � PANEL EDGE NAILING r / PER SW SCHEDULE ° � � °II a a TYPICAL SHEAR WALL SECTION (8) 16d @ 4"oc STAGGERED EACH SIDE OF SPLICE / (16d @ 12"oc ELSEWHERE) f CENTER SPLICE OVER S 6'-0" MIN. BETWEEN SPLICES TYPICAL TOP PLATE SPLICE CONSTRUCTION ■ \�I Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com � • �zsaa� �� AI.r � ..._ �,__ 2/11/22 Project Contact Cameron Wressell tel 206 624 4760 fax 206 447 6971 cwressell@harriottvalentine.com Project Architect Maggie Hanna — WAKEdesign, LLC 1752 NW Market St, #203 Seattle, WA 98107 Project 8 Dunn Residence 315 8th Ave N Edmonds, WA 98020 Issue Date Issue Description 11/10/2021 Permit 02/11/2022 Corrections Building Department Approval Drawing Title STRUCTURAL DETAILS RESUB Drawing Number CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S4.0 w z w 0 w z z 0