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APPROVED ENG PLN BLD-RESUB 1-Architectural_Plan+4.18.2022TABLE R402.4.1.1 TABLE R402.4.1.1 (continued) AIR BARRIER AND INSULATION INSTALLATION AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa General Requirements A continuous air barrier shall be installed in Air -permeable insulation shall not be Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. the building envelope. used as a sealing material. Floors (including above The air barrier shall be installed at any Floor framing cavity insulation shall be Exterior thermal envelope contains a garage and cantilevered exposed edge of insulation. installed to maintain permanent contact continuous air barrier. floors) with the underside of subfloor decking Breaks or joints in the air barrier shall be or floor framing cavity insulation shall sealed. be permitted to be in contact with the topside of sheathing or continuous insulation installed on the underside of Cavity insulation installation All cavities in the thermal envelope shall be filled with insulation. The density of the insulation shall be at the floor framing and extend from the manufacturers' product bottom to the top of all perimeter floor recommendation and said density shall framing members. Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor be maintained for all volume of each cavity. Batt type insulation will show no shall be covered with a Class I, black vapor insulation, insulation shall be voids or gaps and maintain an even retarder with overlapping joints taped. permanently attached to the density for the entire cavity. Batt crawlspace walls. insulation shall be installed in the Shafts, penetrations Duct shafts, utility penetrations, and flue recommended cavity depth. Where an shafts opening to exterior or unconditioned obstruction in the cavity due to space shall be sealed. services, blocking, bracing or other Narrow cavities Batts in narrow cavities shall be cut to obstruction exists, the batt product will be cut to fit the remaining depth of the fit and installed to the correct density cavity. Where the batt is cut around without any voids or gaps or obstructions, loose fill insulation shall compression, or narrow cavities shall be placed to fill any surface or be filled by insulation that on concealed voids, and at the installation readily conforms to the manufacturers' specified density. available cavity space. Where faced batt is used, the Garage separation Air sealing shall be provided between the installation tabs must be stapled to the garage and conditioned spaces. face of the stud. There shall be no compression to the batt at the edges of the cavity due to inset stapling installation tabs. Insulation that upon installation readily conforms to available space shall be installed filling the entire cavity and within the manufacturers' density recommendation. Ceiling/attic The air barrier in any dropped ceiling/soffit The insulation in any dropped shall be aligned with the insulation and any ceiling/soffit shall be aligned with the gaps in the air barrier sealed. air barrier Access openings, drop down stair or knee Batt insulation installed in attic roof wall doors to unconditioned attic spaces assemblies may be compressed at shall be sealed. exterior wall lines to allow for required attic ventilation. Walls The junction of the foundation and sill plate Cavities within corners and headers of shall be sealed. The junction of the top frame walls shall be insulated by plate and top of exterior walls shall be completely filling the cavity with a sealed. Knee walls shall be sealed. material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights and The space between window/door jambs doors and framing and skylights and framing shall be sealed. PERMANENT ENERGY CERTIFICATE Property address: Builder/registered design professional name: ____________________________________ Builder/reg. design pro. signature: Conditioned floor area: ___________________ ft2 (per building permit) R-Values (R303.1.1) ' Ceiling/ Vaulted R------- Floors: Over unconditioned space R-_____ Attic: Attic R------- Slab -on -grade floor R-_____ ' Walls: Above grade R- Fully insulated slab? Y/N (Circle one) Below, int. R-Doors: R------- R------- R ------ ' Below, ext. R....... U-Value of Windows, Skylights and Doors (R303.1.1.3) Average area weighted U-value from Glazing Worksheet Average U-------- Fuel Normalization (Tables R406.2) and Energy Credits (Table R406.3) System Type Number (1 to 5) (Select one) Energy Credits selected (1 to 7) Fuel Normalization Credit ______ + Total Energy Credits _______ = Total Credits_______ Heating, Cooling and Domestic Hot Water System Type Manufacturer and Model Number Efficiency Heating Cooling • DHW • Drain water heat recovery Onsite Renewable Energy Electric Power System System type ____ System design capacity kW Rated annual generation kWh/yr Appliances Energy Star? Manufacturer and Model (Circle one) Y or N Dish washer Refrigerator Y or N Washer Y or N Dryer Y or N Vented or unvented? If vented, CEF rating Gas fireplace / heating stove (Section R402.4.2) Fireplace efficiency (FE) Heating or Decorative? (Circle one) Recessed lighting Recessed light fixtures installed in the Recessed light fixtures installed in the building thermal envelope shall be sealed building thermal envelope shall be air to the finished surface. tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls. There shall be no voids or gaps or compression where cut to fit. Insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall The air barrier installed at exterior walls Exterior walls adjacent to showers and adjacent to showers and tubs shall tubs shall be insulated. separate the wall from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind exterior wall electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC supply and return register boots shall be sealed to the subfloor, wall covering or ceiling penetrated by the boot. Concealed sprinklers When required to be sealed, concealed fire sprinklers shall only be sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. IC = insulation contact a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. HVAC System Duct Leakage Testing (R403.3) Circle one All ductwork and air handler in conditioned space? (See Option 4.2) Y or N All ductwork in unconditioned spaces buried and tested at 3% total leakage, and air Y or N handler in conditioned space? (See Option 4.1.) All ductwork & air handler outside conditioned space insulated to minimum R-8? Y or N Air handler present at duct leakage test? (Total leakage 4% if yes, 3% if no) Y or N HVAC leakage to outside test conducted at final? Y or N Do HVAC duct leakage tests include GPS and time stamp verification? Y or N HVAC system leakage test calculated design target: CFM @ 25 Pa HVAC system leakage test measured results: CFM @ 25 Pa Building Leakage Testing (R402.4.1.2) Dwelling unit leakage test calculated design target: _____________ ACH @ 50 Pa Dwelling unit leakage test, measured results: ACH @ 50 Pa Whole Building Leakage test (R2 corridor only) design target: CFM/sf @ 50 Pa Whole Building Leakage test (R2 corridor only) measured: CFM/sf @ 50 Pa Do building leakage tests include GPS and time stamp verification? Y or N Whole House Ventilation System Measured Flow Rates (M1505.41RC-WA) Circle one Are the system controls correctly labeled? Y or N The Whole House Ventilation (WHV) system operation and maintenance (O&M) Y or N instructions were provided to the building owner? Provided to:----------------------------------------- on --------------------(date) Whole House Ventilation System Type: (Circle one) (1) Whole house exhaust fan, location (2) Balanced HRV/ ERV, location For R2 low-rise, serves more than one unit? Y or N (3) Supply or HRV WHV integral to the air handler. Describe system control sequence of operations or reference to design submittal: ----------------------------------------------------------------------------- Specify run-time: hours per day ____ __ _ CFM WHV calculated design minimum flow rate per plan submittal: WHV measured min flow rate at commissioning: Exhaust ________CFM, Supply _______CFM Do WHV flow tests include GPS & time stamp verification? Y or N HRV/ERV sensible heat recovery efficiency: Commissioning Notes: Other Mandatory Requirements Circle one All other mandatory requirements of WSEC-R have been met? Y or N 0 ENERGY & VENTILATION NOTES BUILDING ENVELOPE: 1. PRESCRIPTIVE REQUIREMENTS PER WA STATE ENERGY CODES: FENESTRATION U-FACTOR 0. 8 ( ENERGY CREDIT OPT 1.3) CEILING R-VALUE Q1 R-49 WOOD -FRAMED WALL R-VALUE R-21* (W/ R-10 INSUL. HDR) FLOOR R-VALUE I R-38 ( ENERGY CREDIT OPT1.3) * UNFACED FIBERGLASS BATTS 2. REQUIRED ENERGY CREDITS ( SEE SECTION R406.3) NEW CONDITIONED FLOOR AREA: 616 S.F. - 3.0 CREDITS REQ'D FUEL NORMALIZATION CREDIT #4 0.5 CREDITS BUILDING ENVELOPE: OPT 1.3 0.5 CREDITS AIR LEAKAGE: OPTION 2.1 0.5 CREDITS HIGH EFFICIENCY HVAC: OPT 3.4 1.5 CREDITS BUILDING ENVELOPE: 3. AT THE INTERIOR SIDE OF WALLS & CEILINGS, PROVIDE CLASS I VAPOR RETARDER (6 MIL POLYETHYLENE) 4. INSTALL ALL NEW WALL & CEILING INSULATION TIGHT TO STUDS AND OBSTACLES WITHIN STUD & RAFTER CAVITIES. PACK INSULATION BEHIND ELECTRICAL OUTLETS IN EXTERIOR WALLS. 5. SEAL THE FOLLOWING LOCATIONS: - BTWN THE SOLE PLATE & CONCRETE FOUND. ( FOAM GASKET) - BTWN THE TOP PLATE AND & 2ND FLOOR RIM JOIST (CAULK) - BTWN THE RIM JOIST AND FLOOR SHEATHING (CAULK) - BTWN THE FLOOR SHEATHING & SILL PLATE ( FOAM GASKET) - BTWN THE 2ND FLR TOP PL & BLOCKING BTWN RAFTERS (CAULK) - CAULK THE PERIMETER EDGES OF WALL & CEILING GYP BOARD - CAULK OR TAPE EXTERIOR WALL SHEATHING JOINTS - CAULK PENETRATIONS: WIRING, PLUMBING, DUCT & REGISTERS - CAULK STUD PENETRATIONS - CAULK LIGHT FIXTURES & FLUE PENETRATIONS - CAULK AROUND WINDOW & DOOR FRAMES IT IS RECOMMENDED THAT AN AIR LEAKAGE TEST IS PERFORMED PRIOR TO INSTALLING THE GYPSUM BOARD TO CHECK FOR LEAKS, THEN SEALED AS NEEDED. THE TEST SHOULD BE PERFORMED AGAIN AT THE COMPLETION OF THE WORK. THE AIR LEAKAGE RATE SHALL NOT EXCEED 3.0 AIR CHANGES PER HOUR AT 50 PASCALS ( ENERGY CREDIT OPTION 2.1) . 6. ALL NEW WINDOWS SHALL BE VINYL -FRAMED. AN AVERAGE U-VALUE OF 0.28 IS REQUIRED ( ENERGY CREDIT OPTION 1.3) . 7. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON THE WALL OF THE FURNACE ROOM. THE CERTIFICATE SHALL NOTE THE PREDOMINATE R-VALUES OF THE INSULATION AND DUCTS OUTSIDE OF THE CONDITIONED SPACE, U-VALUES OF THE FENESTRATIONS AND SOLAR HEAT GAIN, THE RESULTS OF THE LEAKAGE TESTING PERFORMED ON THE BUILDING, AND THE WHOLE HOUSE MECHANICAL VENTILATION FLOW RATE TEST. SEE FORM THIS SHEET. HEATING AND VENTILATION: 8. HEAT SHALL BE PROVIDED BY A DUCTLESS SPLIT HEAT PUMP SYSTEM IN THE LIVING ROOM. SUPPLEMENTAL HEAT SHALL BE PROVIDED BY INDIVIDUAL ELECTRIC RESISTANCE HEATERS AS NOTED ON DRAWINGS. ( King Pick -A- Watt) PROVIDE PROGRAMMABLE THERMOSTATS TO CONTROL DUCTLESS HEAT PUMP AND TIMER SWITCHES AT ELECTRIC HEATERS ( ENERGY OPTION CREDIT 3.4) . 9. WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY A SOURCE -SPECIFIC EXHAUST FAN ( LOCATED IN THE BATH ROOM) AND A FRESH AIR SUPPLY FAN. 9.1. THE EXHAUST FAN SHOULD BE SET TO RUN CONTINUOUSLY AT 20 CFM AND INCREASE UP TO 80 CFM UPON ACTIVATION OF MOTION SENSOR. DUCT EXHAUST TO OUTSIDE WITH A 4" DIAMETER, SMOOTH -WALLED METAL DUCT W/ R-4 DUCT INSULATION. RECOMMENDED EXHAUST FAN: PANASONIC FV-08VKM3 WHISPER -GREEN OR FV-08VKML3 W/ LIGHT PROVIDE SWITCH FOR OCCUPANT CONTROL. 9.2. SUPPLY AIR SHALL BE PROVIDED BY AIR KING FRESH AIR SUPPLY FAN MODEL QFAM (OR EQUAL) W/ REPLACEABLE AIR FILTERS. SET TO 30 CFM MINIMUM. LOCATE IN UPPER SECTION OF CABINET AT TOP OF STAIR WITH INTAKE THROUGH WALL. PROVIDE ON/OFF SWITCH WITHIN LIVING SPACE. 10. INSTALL 100 CFM EXHAUST HOOD OVER RANGE PLUMBING: 11. INSULATE HOT WATER PIPING W/ R-3 INSULATION 12. INSULATE HOT WATER HEATER WITH R-10 INSULATION ELECTRICAL: 13. NOT LESS THAN 90 PERCENT OF LAMPS IN PERMANENTLY INSTALLED LIGHT FIXTURES SHALL BE HIGH -EFFICACY LAMPS ( FLUORESCENT OR LED) 14. RECESSED LIGHTING SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN HOUSING AND THE CEILING. GENERAL NOTES 1. DIMENSIONS SHOWN ARE TO FACE OF FACE OF CONCRETE FOUNDATION / FACE OF STUD AT EXTERIOR WALLS. AT INTERIOR PARTITIONS, DIMENSIONS ARE TO FACE OF STUD. 2, ALL SMOKE DETECTORS &CARBON MONOXIDE SENSORS LOCATED IN NEW UNIT SHALL BE HARD -WIRED WITH BATTERY BACK-UP AND INTERCONNECTED W/ IN THE NEW UNIT AND TO THE PRIMARY DWELLING UNIT SO WHEN ONE SMOKE DETECTOR IS ACTIVATED, ALL DETECTORS IN BOTH DWELLING UNITS ARE ACTIVATED. 3. ALL OUTLETS LOCATED ON THE EXTERIOR OF THE BUILDING, OR WITHIN 60" OF A SINK SHALL BE WIRED FOR GROUND FAULT INTERRUPTION. 4. PROVIDE TEMPERED, SAFETY GLAZING AT ALL WINDOWS WITHIN 24" OF THE EDGE OF DOORS, WITHIN 18" OF FLOOR SURFACE, OR WITHIN 60" OF ANY FLOOR SURFACE AT STAIRS 5. HOT WATER HEATER SHALL BE STRAPPED TO WALL. 6. PROVIDE LIGHT FIXTURES RATED FOR DAMP LOCATIONS WITHIN BATH ROOMS. 7. GUARDRAILS SHALL BE PROVIDED WHERE NOTED: - INSTALL 36" GUARDRAILS ( MIN.) ABOVE WALKING SURFACE ( FLOOR OR DECK THAT SITS MORE THAN 30" ABOVE ADJACENT FLOOR OR GRADE - GUARDRAIL IS TO BE CONSTRUCTED TO WITHSTAND 200 LBS OF CONCENTRATED LOAD. - GUARDRAILS TO HAVE VERTICAL OR HORIZONTAL RAILS SPACED LESS THAN 4" O.C. BETWEEN RAILS. 8. WHERE WOOD SITS IN CONTACT WITH CONCRETE, PRESSURE - TREATED LUMBER SHALL BE PROVIDED. (I.E. SILL PLATES & LEDGERS) INSTALL FOAM SILL GASKET BETWEEN CONCRETE & P.T. SILL PLATES 9. MAINTAIN 1 HOUR SEPARATION BETWEEN GARAGE & LIVING SPACES INCLUDING WALLS (2" GYPSUM WALL BOARD BOTH SIDES of 20 STUDS) AND CEILINGS (5/8" TYPE X GWB CEILING FINISH ATTACHED TO FLOOR JOISTS W/ 3/4" PLYWOOD SUBFLOOR) 10. INSTALL FIRE BLOCKING IN CONCEALED SPACES OF STUD WALL AND PARTITIONS • VERTICALLY AT CEILING & FLOOR LEVELS AND HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. • AT INTER -CONNECTIONS BETWEEN CONCEALED VERT. AND HORIZ. SPACES SUCH AS SOFFITS AND DROPPED CEILINGS. • AT OPENINGS AROUND VENTS PIPES, CABLES & WIRES WITH AN APPROVED MATE RIAUCAULKING. CONSTRUCTION NOTES 1, AT EXISTING EXTERIOR WALL THAT ARE TO REMAIN AND SHEATHED WITH T1-11 PLYWOOD SIDING, THAT SIDING IS TO REMAIN IN PLACE AND USED FOR SHEAR WALL SHEATHING. SEE SHEAR WALL SCHEDULE, SHEET S-1/3. OVER EXISTING SIDING, INSTALL NEW BUILDING WRAP, RAIN SCREEN FURRING: 3/8" COR-A-VENT @ 16" O.C., AND NEW PLYWOOD SIDING. 2. APPROVED BY PLANNING Q© May 09 2022 City Of Edmonds Building Department Work GARAGE ADU ADDITION Address 17715 TALBOT RD ------------------ ----------------- Owner DREW Approved Date 05/06/2022 ------- - --- ---------- Building Official Q�(��Q/y� Permit Number BLD2021-1694 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE ENGINEERING DIVISION APPROVED AS NOTED Jell, WkAt",,mR 05/03/2022 VV 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. PROJECT DESCRIPTION • EXPAND FOOTPRINT OF GARAGE CLOSER TO ( WITHIN 10 FEED OF EXISTING RESIDENCE • ADD SECOND STORY ABOVE EXISTING GARAGE FOR ACCESSORY DWELLING UNIT • REMOVE PORTION OF EXISTING DECK ON NORTH SIDE OF EXISTING RESIDENCE TO MEET SETBACK REQUIREMENTS SITE NOTES PARCEL NO.: 00 5944 0000 4700 LEGAL DESCRIPTION ( PER STATUTORY WARRANTY DEED AFN 201301030761) LOT 47, EXCEPT THE SOUTH 103.0 FEET AND EXCEPT THE EAST 100.0 FEET, AND EXCEPT THE WESTERLY 5 FEET THEREOF CONVEYED TO THE CITY OF EDMONDS BY DEED RECORDED UNDER RECORDING NO.2234474 TOGETHER WITH LOT 48, EXCEPT THE EAST 100 FEET, AND EXCEPT THE NORTHERLY 20.0 FEET, ALSO EXCEPT THE WESTERLY 5 FEET CONVEYED TO THE CITY OF EDMONDS BY DEED RECORDED UNDER RECORDING NO.2234474 ALL IN TALBOT PARK, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 107, RECORDS OF SNOHOMISH COUNTY, WASHINGTON CODE COMPLIANCE OCCUPANCY: R-3 ( SINGLE FAMILY DWELLING) CONSTRUCTION TYPE: V-B HOUSE: (ONE STORY W/ BASEMENT) GARAGE / ACCESSORY DWELLING UNIT: EXISTING GARAGE- 636 S.F. ADU - 0 S.F. NO CHANGE NEW TOTAL 34 S.F. 670 S.F. 670 S.F. 670 S.F. TOTAL - 636 S.F. 704 S.F. 1340 S.F. APPLICABLE CODES: • EDMONDS COMMUNITY DEVELOPMENT CODE ( CHAPTERS 16 & 17) • 2018 RESIDENTIAL BUILDING CODE • 2018 WASHINGTON STATE ENERGY CODE • 2018 UNIFORM PLUMBING CODE • 2017 NATIONAL ELECTRICAL CODE (W/ 2017 SEATTLE ELECTRICAL CODE) • 2018 INTERNATIONAL MECHANICAL CODE • 2018 FUEL GAS CODE NOTE: ALL NEW WORK IS TO MEET THE REQUIREMENTS OF THE APPLICABLE CODES NOTED ABOVE. ANY REPAIRS SHALL MAINTAIN THE ORIGINAL CONSTRUCTION CONDITIONS. DRAWING LIST A1.0 PROJECT NOTES A-1.1 SITE PLAN A-2.1 FLOOR PLAN A-3.1 EXTERIOR ELEVATIONS & SECTIONS A-4.1 CONSTRUCTION DETAILS A5.1 FOUNDATION AND FRAMING PLANS S-1/3 STRUCTURAL NOTES & DETAILS S-2/3 STRUCTURAL DETAILS S-3/3 STRUCTURAL DETAILS OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE Q� 00 U O � •� `r' oNo N a, ct 3 Ct U O ^� W fix W x < 3 o: � cNp c W CL tg a1 O U Q ct `✓ w U I� ct c� V 4� F� RES U B Apr 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 12/14/2021 & 04/14/2022 A1.0 RIM �z2 55 (8' C8 T,j PVC W) L=360.99• R=808.83' 4-25034'18^ SW, 1EAO^ 3 r� 0 DATUM POINT: SSMH RIM: 134.93' SITE PLAN • CA LO s1�1� °IF-'110. C13 T,j T � R1M=121.40 Fo go uc CONC N) CONC ^°17717" � IE'118.80 (8" CONC 5) WE R VLT RlV \ ...................................... ATE DR1vFwSD 14n--c 124� � � � -5F (� W w 6- iL- r1r' N C C C� ,%, �..� . CID Q) N [V o ab f C w HEIGHT CALCULATIONS A 134.1' B 136.0' C 132.0' D 128.5' 530.6 / 4=132.65' +25.0' MAX. HEIGHT = 157.65' WSD sD Spy v Sp S � �� s 4, I b ss � SD � � ►� AD SS, w 1?. S? SD� � � SD o zS —C Ss O P'� U m f Sd Cn o� 14 C Cn C) 5 �II Sd � 9 � N r 56 �b 1 � /00,O sO CA AREA 0 ORK SECOND Y ADDITION. Ln 44 SEE SHE A2.1 O x x x } oo� o -01 rn C)z r' v rn rn rn r 7 2 SS w,_ 13'-0 FOUND REBg 0.2' rd R -too RAILROAD 16 Zone RS-20T) Corner :__NN Flag 5 AIR ---------- _: Setbacks: Required Actual Front '___ 25_ 57 ----- North 10/35 17 APPROVED BY PLANNING South 10/35 18 r 90 Rear----------- 25 49 ------ r, ----------- 25 May 09 2022 Height _____________ am 1 SD 6 I �' SDi1 N 3 ■ / / L T 447f 4 � ■ y C SD SITE PLAN LEGEND OKEYNOTE - - PROPERTY LINE BUILDING SETBACKS — RECTANGLE USED FOR HEIGHT CALCULATIONS EXISTING ONE STORY BUILDING & DECK WITH DAYLIGHT BASEMENT NEW FLOOR AREA: SECOND STORY ADDITION OVER EX GARAGE & GARAGE EXPANSION PORTION OF EXISTING DECK TO BE REMOVED X EX FENCING w WATER LINES SS SANITARY SEWER LINES �w ry . SD STORM DRAIN LINES (V 40 N IP 11v 4 46IR� IR5 10 114�-C RR TIE L �O^�_ LJ I �r 2 Qo�'��R 14Aa C CHAINI K�LINE 40 UV 56'-C ' _ L C)- T ri 7 J SITE NOTES PARCEL NO.: 005944 0000 4700 LEGAL DESCRIPTION: SEE SHEET A1.0 LOT AREA: 20,139 S.F. (0.46 ACRES) ZONING: RS-20 ( SINGLE FAMILY, RESIDENTIAL) ECA's ON SITE: NONE MAXIMUM ALLOWABLE LOT COVERAGE: 35% = 7,048 S.F. EXISTING CHANGE PROPOSED HOUSE 2186 S.F. 0 S.F. 2186 S.F. NORTH DECK 538 S.F. -291 S.F. 248 S.F. GARAGE 636 S.F. +34 S.F. 670 S.F. NEW BREEZEWAY 0 S.F. +120 S.F. 120 S.F. 3224 S.F. = 16.0% NEW OR REPLACED IMPERVIOUS SURFACE: NEW BREEZEWAY: 134 S.F. EX CONCRETE SIDEWALK: -126 S.F. TOTAL NET: 8 S.F. BUILDING SETBACKS: STREET 25FEET SIDE 35 FEET (NORTH=17.0', SOUTH=18.0', 35.0' TOTAL) REAR 25FEET MAXIMUM ALLOWABLE BUILDING HEIGHT: 25 FEET SEE HEIGHT CALCULATIONS THIS SHEET AND BUILDING ELEVATIONS, F4.FILTER SH A3.1 R PROPOSED BUILDING HEIGHT ■S ND MAINTAIN ALL TESC MEASURES ACCORDING TO D PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL EASURES THEY MAY REQUIRE DURING CONSTRUCTION CKS SHALL BE ADDED TO ANY CATCH BASINS DOWNSTREAM E CONSTRUCTION SITE 5. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13. THE SUB -SOILS SHALL BE LOOSENED TO A DEPTH OF 4". AMEND WITH 8" OF TOP SOIL / COMPOST MIX AND INSTALL PLANTS OR 2" WOOD MULCH. AMENDED AREAS MUST PASS A 12" PROBE TEST. 6. PROVIDE SILT FENCING & SAND BAGS PRIOR TO ANY CONSTRUCTION ACTIVITIES. 7. PROVIDE PROTECTION OF TREES ADJACENT TO CONSTRUCTION ACTIVITIES: < r 7.1. PROVIDE PLASTIC FENCING AT DRIP LINES TO KEEP CONTRACTOR ACTIVITIES AWAY FROM EXISTING TREES. 7.2. ANY EXCAVATION BELOW DRIP LINE SHOULD BE DONE BY HAND TO PREVENT ANY DAMAGE TO ROOTS. —x—x— SILT FENCING SAND BAGS PLACED ON PAVED DRIVEWAY TREE PROTECTION FENCING KEYNOTES FOl NO O1 EXISTING & NEW ROOF LINES ABOVE O2 EXISTING FIREPLACE / CHIMNEY OEXISTING CONCRETE SIDEWALK, DRIVEWAY OR PATIO O EXISTING GRAVEL WALK OEXISTING TREE CANOPY ABOVE O6 EXISTING DOWNSPOUT O7 EXTEND PRIMARY UNIT'S WATER AND SANITARY SEWER LINES TO REMODELLED BUILDING o v UTILITY NOTES 1. NATURAL GAS WILL NOT BE PROVIDED TO THE ACCESSORY DWELLING UNIT ("ADU') SPACE AND WATER HEATING WILL BE ELECTRIC. 2. ELECTRICITY WILL BE PROVIDED BY A SUB -PANEL FROM THE PRIMARY DWELLING UNIT TO THE GARAGE AND ADU. SEE FLOOR PLAN FOR PANEL LOCATION IN THE GARAGE 3. WATER SUPPLY TO THE ADU WILL BE FROM THE PRIMARY DWELLING UNIT LOCATED IN THE CRAWL SPACE OF THE PRIMARY DWELLING UNIT. PROVIDE ADU WATER SHUT-OFF IN GARAGE. 4. SEWER SERVICE TO THE ADU WILL BE CONNECTED FROM THE PRIMARY DWELLING UNIT SEWER LINE LOCATED IN THE CRAWL SPACE. PROVIDE A 4" SEWER ( PLUMBED) LINE BETWEEN THE TWO UNITS. ( SIDE SEWER NOT REQUIRED) 5. LOCATE NEW DOWNSPOUTS AT EXISTING DOWNSPOUT LOCATIONS TO CONNECT TO EXISTING STORM DRAIN SYSTEM: 3 DOWNSPOUTS, TYP. r-- E oQ V � o 1_�o 00 all � C73 .c V �o �110 o1 c 0: W Uj Uj � x �� < ,3 3 oe � otz co ~c W CL N a� o U `L. � o a� V V RESUB Apr 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 02/25/2022 Di 04/14/2022 Al.l ill = lop—Opp ROOF PLAN 1 4" = 1'-0$$ FINISH SCHEDULE ROOM FLOOR BASE WALL CEILING GARAGE CONCRETE - - - 1 5/8" TYPE X GWB 5/8" TYPE X GWB STAIR VINYL PLANK 6"MDF 1 /2" GWB 1 /2" GYP CLG BD KITCHEN VINYL PLANK 4" MDF 1 /2" GWB* 1 /2" GYP CLG BD LAUNDRY VINYL PLANK 4" MDF 1 /2" GWB 1 /2" GYP CLG BD LIVING RM VINYL PLANK 6" MDF 1 /2" GWB 1 /2" GYP CLG BD BEDROOM VINYL PLANK 6" MDF 1 /2" GWB 1 /2" GYP CLG BD BATH VINYL PLANK 4" MDF 1 /2" GWB* 1 /2" GYP CLG BD CLOSET VINYL PLANK 4" MDF 1 /2" GWB* 1 /2" GYP CLG BD F.O.S. 0 :14 e6 I F.O.S. KEYNOTES w 0 J u<,> ALL SMOKE DETECTORS AND CARBON MONOXIDE SENSOR LOCATED IN THE NEW UNIT SHALL BE HARD -WIRED WITH BAT ER Ql EX ROOF SLOPEJ 1 BACK-UP AND INTERCONNECTED W/IN THE NEW UNIT AND TIOITH PRIMARY DWELLING UNIT'S SMOKE DETECTORS SO WHEN NE A3. DETECTOR IS ACTIVATED, ALL DETECTORS ARE ACTIVATED. 5'-0" EX RESIDENCE 6 1 EX BRICK FENCE 0 C4Rm Ey__ — EX LANDSCAPE AREA W/ NEW 6x6 POSTS I 'I EX LANDSCAPE AREA me, 1 %61 kil ON NOUN! MR- 701, ilk 4% ILI Ir?1 �. f� 'w �f11 ► '\ ,� nor ar �i 'III ob, _ �tva�������v� J �� II'�alllll - 1 _ � 0— CLOSET ill l� Mal SLEEPING LIVING DINING -•• 01� WALL NOOK C) 1_ CD 1� .0 m f�► ►TILE■EGRESS I 0 I , i..' N �— 1 1 �41 6 ---------------- EX CONC. SIDEWALK �� ----- -- ----------A3. I \ SWITCH @ MAIN FRONT DOOR EX CONC. SIDEWALK EX CONC. SIDEWALK 1-1" 6 3'-101» gREEZEWA 9 2 13 0 O' F.O.S. � � F.O.C. X SRN PEAR - o F.O. .� 33 7 0 3 H N O° STOP EX BRICK VENEER,F.O.S. I 6304—2 I — — — w 4 -147 cD 6 0 GARAGE ---- QC-) _ T I---- o co Q I 0 INSTALL NEW 5/8" TYPE X Z GWB @ WALLS & CEILING, TYP. I w F.O.S. x Of F --- ----- ;n U-) N F- CL I w 6,-0, \ EX LANDSCAPE AREA N / I 24 -8 o I » ,- - EW CD 6 1 3 ' I �ONCRETE 11 5 O TOOP O° '-11" OYER114 N I F.O.C. N F.O.S. F.O. OEX 8 OEX END OF BRICK VENEE6' 4'-4" `` 6 EX LANDSCAPE AREA EX LANDSCAPE AREA 24'-8" 5 " 25'-6" FIRST FLOOR PLAN GARAGE 670 S.F. 1O REMOVE EXISTING BRICK VENEER WALL, SALVAGING THE BRICK, WALL FRAMING AND 8O EXTERIOR DUCTLESS HEAT PUMP CONDENSING UNIT. MOUNT ON CONC. PAD <9>EXISTING CONCRETE PATIO BELOW @ BASEMENT LEVEL 0 GARAGE DOORS. INSTALL NEW FOOTING ( SEE A5.1) AND NEW BRICK VENEER WALL. (2x6 STUDS) REINSTALL EXISTING GARAGE DOORS. 9O DUCTLESS HEAT PUMP INTERIOR CASSETTE UNIT. MOUNT ABOVE WINDOW HEAD <8>ADD SALVAGED 410 EDGE BEAM & SALVAGED RAILING ALONG NEW EDGE OF DECK. <�> REMOVE PORTION OF EXISTING WALL INCLUDING DOOR, WINDOW & STEM WALL <g> PRE-FAB 36"x60" SHOWER PAN WITH CERAMIC TILE SURROUND. INSTALL 24" HORIZ. & MATCH EXISTING INSTALLATION. NOTE: GUARDRAIL TO BE CONSTRUCTED TO WITHSTAND 200 LBS CONCENTRATED LOAD. SEE DETAIL 9 / A4.1 DOWN TO TOP OF FOOTING. 18 VERT. GRAB BARS AT HEAD OF SHOWER, AND 42 HORIZ. GAB BAR @ SIDE. MOUNT HORIZ GRAB BARS 33" ABOVE SHOWER FLOOR. PROVIDE SOLID BLOCKING BEHIND 17 EXISTING RIM JOIST TO REMAIN, PAINT TO MATCH THE REST OF THE BUILDING, TYP. 3O INSTALL NEW 4" SLAB WI THICKENED FOOTING. SEE DETAIL 201A4.1 GRAB BARS. PROVIDE HAND-HELD SHOWER MOUNTED ON SLIDE BAR. 18 REPLACE EXISTING PATIO DOOR (6-0" x 7'-0') WITH (2) 33" x 84" FIXED, INSULATED, 4O NEW FOOTING & POST. FINISH FOOTING SMOOTH AND FLUSH W/ EXISTING SLAB 11 ACCESSIBLE TOILET ( TOILET RIM 17" ABV. FIN. FLR.) W/ SWING -UP 30" GRAB BARS LOW-E SAFETY GLAZING W/ (4) 2x4 POST BETWEEN NEW WINDOWS. ( VERIFY SIZE EACH SIDE OF TOILET (@ + 33. PROVIDE SOLID BLOCKING IN WALL BEHIND TOILET. IN FIELD) 5O REMOVE EXISTING DOOR, AND REPLACE W/ NEW, LARGER DOOR 12 16" x 20" RECESSED MEDICINE CABINET 19 TPO ROOFING @BREEZEWAY ROOF. SLOPE 112" PER FOOT 6O ROOF LINE AND GUTTER ABOVE, DASHED 0 DOUBLE CLOSET RODS WITH SHELF ABOVE. < ASPHALT SHINGLE ROOFING TO MATCH EXISTING (3:12 MINIMUM SLOPE) lO STAIR ABOVE, DASHED * INSTALL 5/8" TYPE X GWB ON NORTH WALL OF CLOSET, BATH & KITCHEN Q 14 REMOVE EXISTING PORTION OF DECK AND SUPPORTING POSTS V1 EXISTING ASPHALT SHINGLE ROOFING FOR 1-HR RATED WALL DOOR SCHEDULE SIZE OPERATION NOTES OA 3'-0" x 7'-0" SWING EXTERIOR FIBERGLASS 1 3 LITE © 2'-8" x 7'-0" SWING SOLID CORE WD W/ SELF -CLOSING HINGES & SMOKE SEALS © 9'-0" x 6'-8" OVERHD REUSE EX OVERHEAD GARAGE DOOR OD (2)1'-6" x 6'-8" BI-FOLD HOLLOW CORE, MASONITE PANEL OE 2'-8" x 6'-8" SWING HOLLOW CORE, MASONITE PANEL WINDOW SCHEDULE SIZE U-VALUE OPERATION O1 3'-0" x 6'-0" .28 EXISTING, FIXED O2 3'-0" x 4'-8" 0.28000 DOUBLE HUNG O3 6'-0" x 4'-8" 0.28000 (2) DOUBLE HUNG ® 3'-0" x 4'-8" 0.28000 CASEMENT, EGRESS O5 3'-0" x 4'-0" 0.28000 DOUBLE HUNG 32'-4" �2 22" x 48" INSULATED ATTIC ACCESS <3 NEW 5" GUTTER ❑ ❑ ❑ < EXISTING GUTTER 1 A4 \ 1 < DOWNSPOUT, CONNECT TO EXISTING STORM DRAIN CONNECTION Q 0 0 F IS N 16 14 ' o <8> NEW 2'-0" CONCRETE APRON C 0 M / \ <t> NEW ELECTRIC SUB -PANEL INSTALL LAYER 5/8" TYPE X GYP BD AT BACK OF PANEL Ql 1 < INSTALL 4"x12" AIR EXCHANGE REGISTER BTWN BATH & LAUNDRY ROOM \ < REMOVE TOP OF EXISTING CHIMNEY ABOVE BREEZEWAY. PROVIDE GAS INSERT, AND EX EX EXHAUST OTE: EXIST G WINDOW ALONG DE ARE PIC R WINDO 18 (FI ) W/ SA F GLAZIN <9>INSTALL WATER SHUT-OFF AT THIS LOCATION W/ IN 5 FEET FROM FINISHED FLOOR ITCHEN LIVING ROOM ILY ROOM 31 ATTIC ROOF VENT ( SEE VENTING CALCS THIS SHEET) zL F 32 6" x 16" ALUMINUM UNDER EAVE VENTS ( SEE VENTING CALCS THIS SHEET) MAIN F OR OF X HO#/E/ 33 REMOVE EXISTING WINDOW, INFILL WALL WITH NEW 1-HOUR WALL. NORTHEAST CORNER OF EXISTING RESIDENCE - REMOVE PORTION OF EXIST. DECK 1 /4» = 1'-O» N LEGEND 1O KEYNOTE BO DOOR SYMBOL ( SEE SCHEDULE THIS SHEET) 01 WINDOW SYMBOL ( SEE SCHEDULE THIS SHEET) 1 A-2 DETAIL REFERENCE EXISTING WALL OR PARTITION NEW WALL OR PARTITION NEW 1-HOUR RATED WALL NEW PARTIAL HEIGHT PARTITION. ( HEIGHT NOTED) = EXISTING WALL OR BUILDING ELEMENT TO BE REMOVED ( DASHED) 250 W RECESSED ELECTRIC HEATER, OR TOE -KICK HEATER, CONTROL WITH TIMER SWITCHES ( WATTAGE NOTED) �T PROGRAMMABLE THERMOSTAT ® EXHAUST FAN ( SEE ENERGY NOTES) SMOKE DETECTOR SIC COMBINATION SMOKE -CARBON MONOXIDE DETECTOR E)= DUPLEX ELECTRICAL WALL OUTLET LIGHT SWITCH -0- CEILING FIXTURE O LED RECESSED "CAN" LIGHT WALL -MOUNTED FIXUTRE ® 24" UNDER -COUNTER LED STRIP LIGHT JUNCTION BOX FOR FUTURE "EV" STATION EV CABLE / DATA OUTLET O � Q� 00 v O 00 �I U44 p cd � U aJ C-5 Z 3 V o' con � o OC v) W � ~ oc < 3 U. •O N � 0 o U wUcs ct o rn o � � � o a� U I� RESUB Apr 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 02/25/2022 04/14/2022 A2.1 3 E 6 10 11 4 , I .. EEZEWAY 11! ©4 00 co J<4 00 i 2ND FLR o N TOP PL i o C a� N. oo 1135.31' 1st FLR 15 �16 9'-62„ 12l—011 15 i7411'-5" 19 _ AVERAGE FINISHED GRADE: 132.65' _ WEST NOTE: THE MANSARD ROOF @ THE EXIST. HOUSE DICTATES THE HEIGHT OF THE MANSARD ROOFS AT THE BREEZEWAY & OVER THE GARAGE DOORS SOUTH CONSTRUCTION ASSEMBLIES A .1 MAXIMUM ALLOWABLE BUILDING HEIGHT = 157.65' 12 - 12 R1 ROOF -CEILING ASSEMBLY: • ASPHALT 30 YEAR ARCHITECTURAL SHINGLES 31 �3 n EXTERIOR ELEVATIONS 1/4" = 1'-0" 12 5 4 N - N 4 19 AVERAGE FINISHED GRADE — — — —� GARAGE / ADU IN FOREGROUND, DASHED 10 GARAGE /AD IN 11 - EXISTING ROOF @ EX RESIDENCE FOREGROUND, DASHED A4.1 1 2T NOTE: THE MANSARD OROOF @ THE EX HOUSE 9 DICTATES THE HGT OF A4.1 26 BREEZEWAY d6 o THE MANSARD ROOFS THE BREEZEWAY & 0/ THE GARAGE DOORS GARAGE / ADU IN l GARAGE / ADU IN FOREGROUND, DASHED FOREGROUND. DASHED 4'-0" 0 BUILDING SECTIONS • N0. 15 FELT UNDERLAYMENT • 5/8" EXTERIOR PLYWOOD ROOF SHEATHING ( SEE STRUCT) • M NUFACTURED ROOF TRUSSES @ 24" O.C. •Q R-49 NFACED FIBERGLASS BATT INSULATION • C ASS 1 VAPOR BARRIER (6 MIL POLYETHYLENE) • 1/2" GYPSUM CEILING BOARD < ROOF -CEILING ASSEMBLY @ BREEZEWAY • 60 MIL FULLY ADHERED CARLISLE TPO ROOF MEMBRANE 0/ 1/2" HD SECURE SHIELD COVERBOARD GLUED TO PLYWOOD • NO. 15 FELT UNDERLAYMENT • 5/8" EXTERIOR PLYWOOD ROOF SHEATHING ( SEE STRUCT) • 4" O.C. •Q O < TYP. MANSARD ROOF OVERHANGS • ASPHALT 30 YEAR ARCHITECTURAL SHINGLES • NO. 15 FELT UNDERLAYMENT • 5/8" EXTERIOR PLYWOOD ROOF SHEATHING) • MANSARD FRAMING @ 24" O.C. See DETAIL 1 / A4.1 • 1/4" HARDI-BOARD NON -VENTED SOFFIT BOARD NEW EXTERIOR WALL ASSEMBLY: • 5/8" T1-11 PLYWOOD SIDING • 3/8" x 1-1/2" VERTICAL RAIN SCREEN FURRING STRIPS @ 16" O.C. • 15# BUILDING PAPER OR HOUSE WRAP WEATHER BARRIER • (AT 1-HOUR EXTERIOR WALL: 5/8" TYPE X GYP SHEATHING) • 1/2" PLYWOOD WALL SHEATHING ( SEE STRUCTURAL) • 2x6 STUDS @ 16" O.C. • R-21 UN -FACED FIBERGLASS BATT INSULATION • CLASS 1 VAPOR BARRIER (6 MIL POLYETHYLENE) • 5/8" TYPE X GYPSUM WALL BOARD 6'-8" 6'-0" MAXIMUM ALLOWABLE BUILDING HEIGHT = 157.65' u3 13 12 18 12 4 o 4 \ 00 „ II FIN FLR 2 11 I o 5 II � II � II O0 17 f FLR 16 >16 27 —5 L_—_j AVERAGE FIN SHED GRADE EAST KEYNOTES I I I I A3.1 11 10 BREEZEWAY 7 <0> EXISTING & NEW WALL ASSEMBLY AT BRICK VENEER: < ROOF VENT <8>REMOVE EXISTING ROOF ASSEMBLY: ROOFING, SHEATHING • BRICK VENEER OVER 1"AIRSPACE & TRUSSES ( DASHED) • BUILDING WRAP O2 ASPHALT SHINGLE ROOFING • 1/2" PLYWOOD SHEATHING <8>NEW CONCRETE FOUNDATION, DASHED • 2x4 STUDS (2x6 @ NEW WEST WALL) @ 16" O.C. O 5"" ALUMINUM GUTTER • 1/2" PLYWOOD SHEATHING (NEVI <9>NEW 4" CONCRETE APRON IN FRONT OF GARAGE DOORS • 1/2" GYPSUM WALLBOARD ("GWB' O4 3" x 2" DOWNSPOUT (CONNECT INTO EX STORM DRAIN) <@> EXISTING WALL ASSEMBLY @ PLYWOOD SIDING < EXTERIOR LIGHT FIXTURE, TYPICAL 21 2x FURRING OVER EX CONC. STEM WALL, 1-112" EXTRUDED POLYSTYRENE INSULATION & 1/2 GWB • NEW 5/8 T1-11 SIDING • COR-A-VENT SV-3 (3/8') RAIN SCREEN FURRING @ 16" O.C. < T1-11 PLYWOOD SIDING W/ 1x4's @ OUTSIDE CORNERS, TYP <9>REMOVE EX MANSARD SECTION OF ROOF @ BREEZEWAY. • BUILDING WRAP ADD 1/2" PLYWD & 5/8" TYPE X GWB TO ENCLOSE EX ATTIC • EXISTING PLYWOOD SIDING TO REMAIN, NAIL FOR SHEAR < EXISTING BRICK VENEER • EXISTING 2x4 STUDS @ 16 O.C. "GWB' <9>BELLY BAND, SEE DETAIL3 /A4.1 • 1/2" GYPSUM WALLBOARD ( < NEW BRICK VENEER • @ FOYER, FURR-OUT WALL W/ 2x2 s @ 16 O.C. & INSULATE W/ R-21 <8>ROOF CANOPY OVER ADU ENTRANCE, SEE 11 / A4.1 SLOPE COMPACT FIBERGLASS BATT INSULATION < LOWER PORTION OF BRICK CHIMNEY TO REMAIN 1/4" PER FOOT TO NORTH & SOUTH <�9> TYPICAL INTERIOR PARTITION: <9>REMOVE CHIMNEY ABOVE CEILING OF BREEZWAY 25 INTERIOR STAIRWAY, DASHED • 1/2" GYP WALL BOARD BOTH SIDES (1/2" TILE BACKER BOARD @ TILE) • 2x4 STUDS @ 16" O.C. 11 TPO ROOFING @ BREEZEWAY 26 REMOVE EXISTING T1-11 PLYWOOD SIDING, INSTALL NEW 8 TYPICAL EXISTING GARAGE FLOOR: 4" CONCRETE <9>NEW WINDOW OR DOOR W/ 1x3 TRIM @ HEAD & JAMBS, TYP. POSTS W/ IN EX WALL AND NEW WALL SHEATHING, AND ADD NEW LAYER OF HOUSE WRAP OR WEATHER BARRIER, AND F2 TYPICAL 2nd STORY FLOOR ASSEMBLY: 13 EXISTING WINDOW RE -INSTALL EXISTING PLYWOOD SIDING • FINISH FLOOR: LVL VINYL OR TILE INSTALLED 0/ 1/2 TILE BACKER 27 REMOVE EXISTING WINDOW AND FILL PENING WITH 1-HOUR BOARD OR CARPET WITH PAD 14 SALVAGE EX GARAGE DOORS & REINSTALL IN NEW WALL RATED WALL. SEE WALL ASSEMBLY W/ 5/8" TYPE X • 3/4" T& G PLYWOOD FLOOR SHEATHING, GLUED • 9,2" TJI FLOOR JOISTS @ 16" O.C. <9>NEW CONCRETE STEM WALL GYPSUM SHEATHING. •� R-38 UN -FACED FIBERGLASS BATT INSULATION • 5 " TYPE X GYPSUM BOARD CEILING (1-HR RATED CEILING REQ'D) 16 EXISTING CONCRETE STEM WALL 17 NEW CONCRETE STOOP 6'-8» R1 13L' � Ql �1-HOUR ASSEMBLY 4.1 � 2 CD 00 BI i 3 N 7 A4.1 0 0 20 8 A4.1 A4.1 A4.1 _ A4.1 3 O �3 fit' » 69— _� 11 18 10 K�TCIE _ 0 'II�II1� KITCH \ \ I � � � ' I�IIV'IIVG \ \ \ A4.1 24' 4" I 7 o 2 IIv7M 1 13 3 " GARAGE 24'-8» 25'-9» 1 A4.1 15 10.5 EA.` s A4.1 � NO I SUL. A4.1 A4.1 1'_54 F 7 CD 1» r� 4 FOYER GARAGE I � A4.1 % I I 6'-7» co I I I °O 21 8' F1 A4.1 25 5 2- 0 O � o0 U� o � 00 �N U � �I U44 p cd � U aJ a5 Z s j= •cill o � a1 w Lu W <92 i 4-4V-4 o 00 0 wUcs � orn 0os � � o V 4.� RESUB Apr 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 12/14/2021 A 04/14/2022 A3.1 1 /4" = 1'-0$$ 12 --­1/2 ROOF-CLG ASS'BLY @ BREEZEWAY <@ ++ TRUSS BLOC ING, TYP. cD N SEE DETAIL 1 w FOR NOTES J W = I (N � I Qf + 0 9' -0" A.F.F. ,RD NON -VENTED /2" RESILIENT "O.C. SECTION THROUGH BREEZEWAY 1 " = 1'-0» 71v__T EX BRICK PIER BELOW 2x CEDAR TRIM TO FORM "FALSE" POST (RUN ELECTRICAL INSIDE) SIMPSON APB66 POST BASE ANCHOR INTO EXIST. BRICK 6x10 BEAM ABOVE FAU POST PLAN @BREEZEWAY 2x CEDAR TRIM TO FORM POST (RUN ELECTRICAL INSIDE) SIMPSON AP666 POST BASE ANCHOR INTO EXIST. BRICK EX BRICK PIER ELEVATION @ BREEZEWAY POST 1 If = 1'-0" 1T71�1 ADU NEW FLR-CLG ASSEMBLY 1-HR EXTERIOR WALL ASSEMBLY: (GA FILE NO WP 3510) ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2x6 STUDS 16"O.C. WITH 6d COATED NAILS, 1-7/8" LONG, 0.0915 SHANK, 1 /4" HEADS 7" O.C. PROVIDE EXTERIOR, FIRE -RATED GYPSUM SHEATHING AT EXTERIOR SIDE OF WALL. :ROOF TRUSS HEEL BEAM SUPPORTING TRUSS ENDS, SEE A5.1 OVER -FRAM ING OVER KITCHEN SEE DETAIL 1 \ + FOR NOTES \ I SOLID BLKG 0 SEE DETAIL 20 REMOVE EX MANSARD FOR __NGT€ ROOF'G, SHEATHING & TRUSSES OVER GARAGE ROOFI-CEILIN ASS'BLY Q cb BREE EWAY 2 NEW FLR-CLG ASSEMBL 1 11» NON -VENTED HARDI-BD SOFF SOFFIT ABV CABIN 2x4's © 24" O.C. W/ 16d TOENAIL INTO LEDGER & BM 1-HR EXT. WALL ASS'BLY EXTEND UP TO TOP PLATE 14 VENTED MTL SILL FLASHING & / COR-A-VENT SV-3 VENT ROOF -CEILING ASSEMBLY @ BREEZEWAY 2x6 FIR CAP W/ EASED' EDGES, STAIN 0 I M 2" DIA. FIR HANDRAIL, STAIN v o � I � T-)"01 FLR-CLG ASSEMBLY F2 6" — — — / 5/8" TYPE X GWB R-21 FIBERGLASS BAIT INSUL. SECTION THROUGH TOP OF STAIR II REMOVE "MANSARDII I I SECTION OF EX ROOF II I TRUSS (DASHED) j 5/8" TYPE X GYP BD Il I ATTIC DRAFT ST P EXTENDI I TO SHT @ MAN ARDS 1 INSTALL NEW TRUSS I �� I AGAINST GYP BD I SECTION THROUGH FOOT OF STAIR ENCLOSED EX ATTIC W/ 1 /2" PLWD NAILED TO EX TRUSS VERT. CHORDS EXISTING ATTIC I II ADD BRICKS & SOLID BLKG TO TYP 5 4 WALL T M FILL VOID UP TIGHT T BOT OF GARAGE EXISTING HOUSE TRUSSES NEW BEAM BEYOND SECTION THROUGH BREEZEWAY 1'-0" i EX BRICK VENEER WA�L ASSEMBLY REMOVE EX BRICK VENEER & WALL FRAMING (ADD 1/2" PLYWOOD HEATHING & 0 GARAGE 5/8" TYPE X GYP BD INTERIOR SEE SHEAR WALL SCH D. <& 1-HR EXT WALL ASSEMBLY NEW WALL BEYOND (DASHED) REMOVE PORTION OF EX CONC. STEM WALL NEW THICKENED FOOTING SEE DETAIL 28/S3 if 21-011 ' SEE DETAIL 4 FOR SILL FLASH'G EX CONC. SLAB CONC. SIDEWALK IN -FILL EX CONC. STEM EX CONC. SIDEWALK WALL 1 EX FINISHED GRADE ° �» °oa o 1/ 1 11 TYPICAL EXISTING FOOTING @ NORTH WALL SECTION THRU 1-HOUR EXTERIOR WALL 24 ill = 1,_01 20 1 „ = 1,-o11 I� II NW CORNER OF LIVING ROOM "BUMP -OUT" SALVAGED GUARDRAIL: 2x4 CAP W/ 2x4 HORIZ. NAILER SALVAGED GUARDRAIL: 2x2 VERT. RAILS 5-1/2" O.C. MAX. REMOVE PORTION OF DECK'G, & DECK JSTS ANCHOR GUARDRAIL VERT. RAILS W/ SIMPSON SDWS 3", (2) PER RAIL SALVAGED 410 EDGE BEAM W/ SIMPSON HUCQ41OZ EACH END EX RIM JOIST // EX DECK'G & 2x8 DECK JSTS BOTTOM EDGE OF LIVING ROOM "BUMP -OUT" EX RIM JOIST TO REMAIN, PAINT TO MATCH EXISTING DECK EDGE DETAIL @ EXIST. NORTH DECK )ill = 11-o» NEW EXTERIOR WA LL ASSEMBLY 2x6 FIR AP W/ \ EASED EDGES 2" DIA. FIR HAND- o RAIL, RETURN TO WALL TOP & BOT. 2x4 STUDS © 16" O.C. NEW 2» FLR-CLG NOTCH BOY. OF STUDS ASSEMBLY F2 SORE SIM�N SIDS SORE EA. STUD NEW EXTERIOR WALL ASSEMBLY SEE DETAILS 1 & 7 FOR NOTES 1'-5 T a + EXIST. EXT. WALL ASSEMBLY MANSARD ABOVE PLYWOOD SIDING 21 BATT INSUL. TYPE -" TYPICAL SECTION THROUGH STAIR ROOF -CEILING ASSEMBLY <R1> 12 EXTEND TRUSS UPPER CHORD 6" MIN. 3 41 CONT. 2%2" MTL CAP FLASH'G + (2) 16d @ JOINT > + VENTED TRUSS BLKG \7T TOP PL TYP. MANSARD (2) 16d TOENAILS u-mo 2x4's @ 24" O.C. + CONT MTL DRIP 0/ ' 5" GUTTER 0/ 6'-$" 1 x6 CEDAR FASCIA A.F.F. 1» (2) 16d © JOINT 01 NON -VENTED SOFFIT BOARD 2x4 LEDGER W/ (2)16d EA. STUD 4 x CONT. CEDAR WALL TRIM, TYP. NEW EXTERIOR WALL ASSEMBLY ATYPICAL SECOND FLOOR MANSARD EAVE 1 " = 1'-O" SEE DETAIL 1 FOR NOTES 61— 811 A.F.F. 4 x2 CONT. CEDAR TRIM HEAD & AT JAMBS INSULATED HEADER: 2" FOAM INSUL. 0/ 4x HEADER VINYL WINDOWS, SEE WINDOW SCHED. ---SLOPED SILL W/ METAL CAP FLASH'G COR-A-VENT SV-3 VENT NEW EXTERIOR WALL ASSEMBLY 1 " = 1'-0" \,� 1 If= 1'-0" <& NEW EXTERIOR WALL ASSEMBLY 2 TYPCIAL 2nd FLOOR WINDOW COR-A-VENT SV-3 VENT 1" = 1'-O" 6" -(MATCH EX) NEW EXTERIOR WALL ASSEMBLY < CONT. FORMED 24 GA. PRE -FIN. + + ROOF CAP + SEE DETAILS 1 & 6 FOR NOTES SEE DETAIL 1 TYP. NEW EXTERIOR WALL ASSEMBLY MANSARD ROOF BEYOND ADU 3" Z FOR NOTES ADU NEW NEW x NEW FLR-CLG CONT. FLASHING FROM BELLY BAND, FLR-CLG FLR-CLG ; COR-A-VENT SV-3 VENT ASSEMBLY SEE DETAIL 3 ASSEMBLY ASSEMBLY F2 TPO ROOF'G F2 F2 CONT. MTL CAP FLASH'G _ 2'-011 0/COVER BOARD + o SLOPED 2x CAP 0/ CONT. MTL I 2x10 BELLY BAND `1' DRIP EDGE 1 -5 �' - TYP. MANSARD ASSEMBLY�3 GUTTER BEYOND 2x10 FASCIA SOLID BLKG ++ CONT MTL DRIP TRIM CD W/ 5" GUTTER 0/ 44 WD BRACKET 1 x6 CEDAR FASCIA GARAGE ALIGN BOT. OF BELLY BAND W/ 4S• ANCHOR INTO FRAM'G SALVAGED STEEL LINTEL ABV BOT. OF FASCIA W/ "A" SIMPSON GARAGE DOORS, TYP. EX FIRST FLR WALL ASSEMBLY <@> SIDSSCREWS HEADER ABV GARAGE DOORS TYPCIAL BELLY BAND TRIM 2nd FLOOR WHERE OCCURS, SEE A5.1 3 1 /4" VENTED 1 = 1'-O" SOFFIT BD REINSTALL SALVAGED GARAGE DOORS EXIST. FIRST FLR WALL ASSEMBLY (EX WALL FRAMING) <@> EXISTING T1-11 PLYWOOD SIDING AS STRUCT. SHEATHING, TYP. SEE EXIST. FIRST FLR WALL ASSEMBLY NEW BRICK VENEER WALL ASS'BLY<@> -- SHEAR WALL SCHEDULE 1 x SILL FURR-OUT & INSULATE P.T. 3X SILL PLATE Q � � ---- ---- ---- ---- ---- ---- ---- EX FINISHED CONY. FLASH'G UNDER BLDG WRAP GRADE P.T. 2x4 PL _ x CONC. STEM WALL N N » \/\/� EX CONC. FLR SLAB Q J VENTED MTL SILL FLASHING & �Fj \\/\\ COR-A-VENT SV-3 VENT, TYP. �/ 1/ 4 CONC. APRON = /\ �� - - -mil- - ~ EX 1_,UI STEM WALL \ EX Z5 FINISHED GRADE \� �/ ,/\\ 5» \ \ \ c //\ 1 a /\//�/��//\ // \\ \ \ /_ a /\\ \/\ \/\/\/\/\ \\/\\/\\/\ // / / //\\j \\j\\j\\j\\j\\j\\j\ �\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ FONDATION ADU FOYER NEW WESTERN FOOTING CAL EXISTING FOOTING EAST WALL1'-0"(EXISTING WEST WALL SIMILAR) 8 1 " = 1'-0" �)� 1'-O" ( EXISTING SOUTH WALL SIMILAR) 1'-6" 4" FOYER EXIST. FIRST LR ALL ASSEMBLYO GARAGE NEW BRICK VENEER WALL ASS'BLY<@> ROOF CANOPY ABOVE ADU ENTRANCE MANSARD ABOVE B R I �CK VENEER GARAGE 1" = 1'-0" 1" = 1'-0" � � 00 U o � �0 o �I U p -42 W., N U aJ a5 Z ;2 03 CV TO -4 � o CC v) W oc < 3 N o U . � � c> w U Q � o cn o � H 1�10 � � o U '_-I U I� RESUB Apr 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 02/25/2022 Di 04/14/2022 A4.1 E4 112 8,-2" �S HIDRTY.4 I I / I I I I — I I mI N I I `-�`Q I � CIE `\ I N RI GE �I W m TRUSS END JACK '— @ 24" O.C. I I I A y� I I I I I I I I I I I I I = 4' 8 - 21 — Tl I I CIL —C — I TRUSS END JACK ;�, 24" O.C. `�' Q I I 11» I HR CC cl if/ —IHDR 5'-6" 3' 2 s1 0" nP• 5'-9" 6'-0" 6'-9» 12'-0" 6'-9» 1 , 25'-611 1 ROOF FRAMING PLAN 1/4)) = 1'-0" ROOF FRAMING & SECOND FLOOR SHEAR WALL KEYNOTES O1 ADD ST6224 STRAP FROM BEAM TO WALL TOP PLATE. SEE DETAIL 4 / S2 ROOF FRAMING NOTES DESIGN LOADS: ROOF DL =15 PSF LL = 25 PSF ENGINEERED TRUSSES BY TRUSS MANUFACTURER. HIP MASTER TRUSSES LABELED AND CALC'D FOR REACTIONS ONLY. PROVIDE (2) 2x POSTS U.N.O. RAFTERS @ OVERHANG: 2x6 HF #2 @ 24" O.C. NOTE: BRACE DOWN TO FRAMING DOWN TO FRAMING BELOW @ 48" O.C. CEILING JOISTS: 2x4 HF #2 @ 24" O.C. NOTE: SPLICE WITH TRUSS BOTTOM CHORD HEADERS: HDR TYP: 410 DF #2 U.N.O. H1: 410 DF #2 H2: 410 DF #2 BEAMS: PROVIDE (2) 2x POSTS @ ALL BEAMS U.N.O. BM 1: 5-1/8 x 10-1/2 GLIB 24F-V4 COLUMNS: Cl: (2) 2x6 HF TRIMMERS: T1: ( 2) 2x6 hf OVER -FRAMING CROSS-IJATCH, TYP. 113-2" DBL 2x6 - DBL 2x6 STUDS STUDS HGR 2 10 HGR 2 1' S" S2 FALSE 6x6 POST TRUSSES W/ 12-3/8" RAISED A3. HEEL @ 24" O.C. m 1'-5» m IG 12'-5�' FALSE 6x6 POST 13'-0" CROSS -HATCH, TYP. rg - - 12 - S2 DBL 2x6 S2 D TYPIT STUDS 4 11 —Ell 4 4 S2 � c� 1 � � � � I G`ti I 1 0 ��26 00 G G C`� I 1 S3 N 27 4 SHE�R WALLS AB�VE, SEE 2 I S ROOF FRAMING PLAN, TYP. i I q I I HG 1 u = co LL. A3. co::, m 4 11 ~ I I I N N 5 S2 a� B 5O BML 4(F - 3 S2 26 S3 3 BM » S1 2' -0 �HG 1 S3 SEA ON FL OR H R W LLS ABO E, mSE FOUND TIOP FR FRR II 0 SL SHEAR WA 0 00 1' > I - 110 r N N G � �n 4 HDR TYP 4 4 HDR TYP 4 4 P.T. 2x8 HF #2 1-3/4" LSL RIM BOARD TYP. CANOPY FRAMING 1' 5" 25'-6» @ 24" O.C. SECOND FLOOR FRAMING & SECOND FLOOR SHEAR WALL PLAN SECOND FLOOR FRAMING KEYNOTES 10 PROVIDE FLOOR SHEATHING DIAPHRAGM W/ BLOCKED EDGES. USE 8d @ 4" O.C. AT DIAPHRAGM BOUNDARIES AND PANEL EDGES, 12" O.C. AT INTERMEDIATE SUPPORT MEMBERS. SEE DETAIL 13 / S2 O2 CS16 STRAP L= 5 FT AS DRAG TIE, W (6) 8d NAILS TO EACH 2x4 LAID FLAT BLOCKING. SEE DETAIL 12 / S2 O3 ADD ST6224 STRAP W/ (14) 16d EACH END TO SPLICE 1-3/4" LVL RIM JOIST ® CS16 W/ (13) 8d EACH END TO WALL BELOW, SEE DETAIL 6 / S2 SECOND FLOOR FRAMING NOTES DESIGN LOADS: FLOOR DL = 10 PSF LL = 40 PSF JOISTS TYP: 9-1/2" TJI 210 @ 16" 0.C. PROVIDE ITS 2.06/9.5 TOP -FLANGE HANGERS AND IUS 2.06/9.5 FACE -MOUNT HANGERS @ ALL FLUSH -FRAMED ENDS HEADERS: PROVIDE (1) 2x TRIMMERS AT ALL HEADERS U.N.O. HDR TYP: 4x10 DF #2 U.N.O. H3: 6x10 DF #2 BEAMS: PROVIDE (2) 2x POSTS @ ALL BEAMS U.N.O. BM 2 (F) (1) 1-3/4 x 9-1/2 2.0E LVL BM 3 (F) (1) 1-3/4 x 9-1/2 2.0E LVL BM 4 (F) 5-1/4 x 9-1/2 2.0E PSL BM 5 (F) 5-1/4 x 9-1/2 2.0E PSL BM 6 (F) (1) 1-3/4 x 9-1/2 2.0E LVL BM 7: 6x10 DF #2 COLUMNS: C2: (4) 2x4 HF Cl (4) 2x6 HF C4: 6x6 DF C5: (2) 2x4 HF HANGERS: HGR 1: ITS 1.81 / 9.5 HGR 2: HUC610 W/ (26) 16d TOTAL NAILS POST CAPS: PC6Z POST BASES: CBSQ66-SDS2 EX RESIDENCE EX BRICK FENCE W NEW FALSE POST 00 23 C-4 S3 NEW 17`, CONCRETE 0- APRON o S3 N NEW CONCRETE N APRON °O 23 c�1 S3 END OF BRICK VENEER 7 5'-0" 14 STHD10 TYP. S2 (2)REQ'D 2'-10" 3'-0" 6'- " 4'-0" 9'-0" EX BRICK S3 C VENEER 2 T1-3flu 11 --- I C 2'-4" P1-4 c� NEW 4" SLAB — — B W/ 16" FTG T p INSTALL PLYWD SHEAR WALL SHTG INTERIOR SIDE OF THIS WALL E FTG TO REMAIN' n (EMOVE STEM WALL) 10'-2j" 1014' 4'-1" 30"00"x 12' W/ (4) #4 EA. WAY c L0 OD 18 -I 18 c� S3 -----J N S3 L- - - Q� v� -3 SAWCUT EX CONC. SLAB Q I NEW CONC. FOUNDATION 79 f T1-4 5-5" I � N 24'-8" 19 TYP. S3 n LT1-4 A 3'-0" 5-11" 25'-6" 3'-0" 3'-0" 27 S3 7777777 T1-4 5'-2» FOUNDATION & FIRST FLOOR SHEAR WALL PLAN FOUNDATION KEYNOTES O1 7/8"d ALL THREAD 15" SET-XP EPDXY -GROUTED TO CONCRETE FOR HDU8 TO (2) 2x4, SEE DETAIL 17 / S3 O2 7/8"d CAST -IN -PLACE ANCHOR TO CONCRETE PER HOLDOWN SCHEDULE FOR HDU8 TO (2) 2x6, SEE DETAIL 17/S3, 22/S3, & 25/S3 OA 1/2"d x 10 ANCHOR BOLT @ 4'-0" O.C. & EXISTING 2x4 SILL PLATE © (3) 1/2"d x 10" ANCHOR BOLTS & EXISTING 2x4 SILL PLATE © (3) 5/8"d x 10" ANCHOR BOLTS & 2x6 SILL PLATE, SEE DETAIL 1/S1 OD (2) 5/8"d x 12" ANCHOR BOLTS & 3x6 SILL PLATE, SEE DETAILS 20/S3 & 25/S3 OE 1/2"d x 10" ANCHOR BOLTS @ 6-0" O.C. & EXISTING 2x4 SILL PLATE STRUCTURAL NOTES 1. COMMON ABBREVIATIONS: U.N.O.= UNLESS NOTED OTHERWISE 2. NOTES ON PLANS HAVE PRIORITY OVER DETAILS AND SCHEDULES 3. SEE PLAN AND SHEAR WALL SCHEDULES FOR ANCHOR BOLT SPACING AND SHEAR WALL REQUIREMENTS. 4. USE 5/8"d x 10" ANCHOR BOLTS AT 5-0" O.C. 12" MAX. FROM THE ENDS WITH 7" MIN. EMBEDMENT INTO CONCRETE W/ 3" x 3" x 1/4" PLATE WASHERS U. N. 0. 5. USE EPDXY GROUTED 5/8"d RETROFIT ALL THREAD TOD TO INSTALL IN EXISTING CONCRETE WALL OR SLAB W/ 7" EMBEDMENT 6. VERIFY THAT EXISTING SILL PLATE IS BOLTED TO CONCRETE W/ 1/2"d ANCHOR BOLTS W/ 3" x 3" x 1/4" PLATE WASHERS SPACED NOT MORE THAN 6-0" O.C. U.N.O. ON THE PLAN 7. FOLLOW SIMPSON STRONG TIE CATALOG INSTRUCTIONS FOR INSTALLATION OF ALL CONNECTORS. 8. AS -BUILT CONDITIONS ARE ASSUMED. IF ACTUAL CONDITIONS ARE DIFFERENT, CONTACT ARCHITECT OR ENGINEER. 9. ALL EXTERIOR WALLS SHALL BE P1-6 SHEAR WALLS U.N.O. 10. ALL POST LOCATED IN SHEAR WALLS TO BE NAILED AS EDGE NAILING PER SHEAR WALL SCHEDULE. 11. PROVIDE SOLID FRAMING IN JOIST SPACE TO POST BELOW FOR ALL POINT LOADS ABOVE 12. 0 I N I EX CONC. SIDEWALK NEW CONCRETE STOOP STRUCTURAL LEGEND 10 KEYNOTE 1 A-2 DETAIL CALL -OUTS BEARING WALLS NON -BEARING WALLS SHEARWALLS 77777T ❑ WOOD POSTS /COLUMNS • HOLDOWNS v STRAPS o0 U o � Q� 00 ? O .� 0", r� N �I -24 U p cd � U a a5 Z ;2 03 ,c � o ^C7 OC W oc < 3 O. 4_`) o 00 Q w U ci:3 o o � o a� U I� RESUB Apr 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 12/14/2021 Di 04/14/2022 A5.1 OSB or PLYWOOD SHEAR WALL SCHEDULE FOR SEISMIC DESIGN CATEGORY "D" AND "E" SILL PLATE INTERIOR SHEATHING SILL BOTTOM PLATE ANCHOR UNLESS WALLS TOP ALLOWABLE MARK SHEATHING EDGE NAILING PLATE NAILING OTHER CONNECTION SHEAR SIZE SPECIFIED ON U.N.O. ON THE PLAN THE PLAN 7/16" APA RATED 16d © 6" o.c. to 5/8" 0 p A35/LTP4 © P1 -6 SHEATHING ONE 8d © 6" o.c. 2X SINGLE blocking or 5' - 0" 24" o.c. 240p1f SIDE joist interior walls o.c. 7/16" APA RATED 16d @ 4" o.c. to 5/8" 0 p A35/LTP4 P1 -4 SHEATHING ONE 8d © 4" o.c. 2X SINGLE blocking or „ - 6 18 o.c. 349plf SIDE joist interior walls)3 o.c. 7/16" APA RATED 16d @ 3" o.c. staggered 5/8" 0 @ A35/LTP4 P1 -3 SHEATHING ONE 8d © 3" o.c. 2X to DBL blocking or joist 2' - 6" o.c. 12" 450plf SIDE interior walls o.c. 7/16" APA RATED 2 2X 16d @ 2" o.c. staggered 5/8" 0 @ A35/LTP4 @ 589 If P1 -2 SHEATHING ONE 8d o.c. to DBL blocking or joist - 0 10" o.c. p SIDE interior walls)2 o.c. 7/16" APA RATED 16d © 3" o.c. 2 rows A35 or LTP5 P2-3 SHEATHING EACH 8d @ 3" o.c. 2X to DBL blocking or 5�8"`� © 12" o.c. both 900p1f SIDE joist 1 - 4 o.c. sides NOTES: 1. All fasteners shall be common wire or galvanized box and meet the following criteria: 8d common = 0.131 " 0 x 2-1/2" min. 10d common = 0.148"0 x 3" min. 8d box galvanized = 0.1130 x 2-1/2"min. 10d box galvanized = 0.1280 x 3" min. 2. Schedule is based on IBC 2018 for wood framed walls with 2x4(minimum) SPF#2 or BTR. 3. Sheathing is to be span rated 24/0 minimum and may be plywood or OSB installed on studs are spaced 16" o.c. max. 4. Space nails at 12" o.c. along intermediate framing members. 5. Sheathing is to be directly applied to studs and all edges blocked. 6. For shear walls where panels are applied on both faces, panel joint shall be offset to fall on different framing members or framing shall be 3-inch nominal or thicker and nail on each side shall be staggered. 7. For shear walls: P1 -3; P1-2; P2-3, all framing members receiving edge nailing from abutting panels shall not be less than 3-inch nominal member or dbl studs fastened together per bottom plate nailing schedule above. Plywood joint nailing shall be staggered. 8. For installation on standard forms use MASA version anchors, for panelized forms use MASAP version. Anchor bolts to have a minimum YxYx1/4" thick plate washers. 9. Provide full width blocking below post at ends of shear walls. 10. Install anchors within 12" and no closer than 4" of each plate break and holdown anchor. 11. Edge nailing at ends of shear walls is to post with tie -down attached to it, even if sheathing extends past the post. STEEL STRAP SCHEDULE TYPE ALLOW. TENSION LOAD # for SPF or BTR FASTENERS EACH END NOTES CS16 1705 13-8d H 1 400 10-8d total H2.5 365 10-8d total A35 600 12-8d x 1.1 /2" A34 445 8-8d x 1.1 /2" LTP4 515 12-8d commons For addition information see "Simpson Strong -Tie Connectors catalog" mDortant ACO Fastener Reauirements All treated lumber is treated with ACQ (alkaline, copper, quat). ACQ is a corrosive material and therefore the type and quality of connectors, fasteners, washers and other metal that come into contact with the treated lumber is very important. to prevent electrolysis, always match metal components with fasteners that are compatible. All connectors that come into contact with treated materials are to be Simpson Strong -Tie G185 Z-Max, HDG (hot dip galvanized) or SST300 (stainless steel) or equivalent. Hot dipped galvanized fasteners are to be used with G185 Z-Max and HDG connectors and stainless steel fasteners are to be used with SST300 stainless steel connectors. Do not use stainless steel fasteners with G185 Z-Max or HDG connectors. All anchor bolts, washers and nuts are to be hot dipped galvanized. Hot dipped galvanized or stainless steel nails must be used when fastening the sheathing, studs and joists into the treated mud sill. Mechanically galvanized or electroplated gun nails are not appropriate in this situation. Use hot dipped galvanized or stainless steel fasteners when fastening decking to treated material. ROOF SHEATHING PER PLAN, NAILED w/8d NAILS ® 6"o.c. @ PANEL EDGES & 12"o.c. ALONG INTERMEDIATE FRAMING. (NO BLOCKING) 80 NAILS AT 6"o.c. SHEATHING TO MANUFACTURED BLOCKING TRUSS BLOCKING PANEL DESIGNED FOR LATERAL LOAD 300#. EXTEND TRUSS UPPER CHORD 6" MIN. i i i EAVE PER ARCH. DETAIL i EDGE NAILING PER SHEAR WALL SCHEDULE SHEAR WALL PER _ PLAN & SCHEDULE TRUSS CONNECTION _SIMPSON H1 SEISMIC CLIP @ 24"o.c. SIMPSON A35 @ 24"o.c. (4)-10d TOENAIL EACH BLOCK RF-10 CAST IN PLACE HOLD-DOWN SCHEDULE FOR CONCRETE FOUNDATION MARK ON THE PLAN TYPE ALLOW. TENSION LOAD # FOR SPF or HF ANCHOR MODEL FOR MONO POUR MIDWALL or CORNER DIAM. IN. MIN. EMBEDMENT IN. VERTICAL WOOD MEMBER MIN. MIDWALL ENDWALL & CORNER STHD10 3400 © 8" wall 2175 © 8" wall (20)-16d SINKER 10 2-2x ■ STHD14 3815 © 8" wall 3500 @ 8" wall (24)-16d SINKER 14 2-2x HDU2-SDS2.5 2215 (HF) 2215 (HF) SSTB16 / SBJx24 5/8" 12-j" / 18" 2-2x ® HDU4-SDS2.5 3285 (HF) 3285 (HF) SSTB24 / SBJx24 5/8" 20-1" / 18" 2-2x HDU5-SDS2.5 4340 (HF) 4340 (HF) SBJx24 / SBJx24 5/8" 18" 2-2x ® HDU8-SDS2.5 5820 (HF) 5730 (HF) SSTB28 / SBJx24 7/8" 24-J" / 18" 2-2x 5995 (HF) 5730 (HF) SSTB28 / SBJx24 7/8 24-J" / 18" 4x6 6580 (HF) 5730 (HF) SSTB28 / SBJx24 7/8°° 24-J" / 18" 6x6 NOTES: Minimum Concrete Strength 2500psi U.N.O. Extend foundation down as required to receive hold-down A.B. embedment. Threaded rod and coupler as required. For Two pour foundation see "SIMPSON" Catalog SSTBL Model. For sill plate more then 1-1/2" use anchor bolts SSTBL Model. For epoxy -tie hold-down anchor application see typical detail below. Appl only if epoxy grouted anchor is s ecified on �th:e�plan.For addition informa Ion see "Simpson Strong -Tie Connec ors catalog Tighten all nuts on bolted connections at the latest practicable time before covering them with further construction. 321 Z SLOTTED BPS5/8-3 FOR 5/8" 0 ANCHOR BOLTS 2" MAX. 10 1 /2" MAX. GAP C L 4 1 /2" i� SLOTTED BPS5 8-6 FOR 5/8"0 ANCHOR BOLTS Fol BP5/8-3 FOR 5/8"0 ANCHOR BOLTS BPS5/8-6 - BEARING PLATE BP5/8-3 or BPS5/8-3 BEARING PLATE HOLD -DO' 1 3/4" PER PLAN CONCRETE STANDARD CUT 1.3/4"0 FOUNDATION x1 1/1 6"Ox9/64" WASHER. TO BE USED BETWEEN NUTS AND SLOTTED BEARING PLATES RETROFIT ANCHO 2 3/4" MAX. PER TABLE 10 1 /2" MAX. GAP C L STANDARD CUT WASHER d 2x P.T. SILL PLATE 1. FINISH GRADE I FINISH GRADE"I d d REINFORCEMENT PER PLAN 5/8" 0 ANCHOR BOLT d PER PLAN, 12" MAX. FROM ENDS & 7" MIN. EMBEDMENT OPTION 1 EXTERIOR CONCRETE OPTION 2 STEM WALL PER PLAN FOR WALLS SHEATHED ON BOTH SIDES ANCHOR BOLTS TO BE STAGGERED SILL PATE ANCHORAGE 4'-0" MIN. (8) - 16d COMMON __ /1 7,\ 1 CA onv LA J I 1L'J I LI\ I L/"11V 16" O.C. TYPICAL LATERAL DETAIL FRMGB-12 w a-w J m� w 4 5/16" FOR HDU2; HDU4; HDU5 4.3/8" FOR HDU8 ELEVATION SECTION L11►1 SIMPSON REQUIRED EPDXY -TIE MINIMUM EMBEDMENT ADHESIVE FOR FULL ANCHOR HOLD-DOWN 'HD' CAPACITY END WALL MIDWALL HDU2 "SIMPSON" 10" 101, HDU4 SET-XP RFB #5x16 1214# ASD 1857# ASD HDU5 (1700# LRFD) (2600# LRFD) "SIMPSON" 7/8"0 15" 15"1214# HDU8 SET-XP AS D 2214# AS THRU-BOLT (1700# LRFD) (3100# LRFD) HDU11 CAST IN PLACE HDU14 APPLICATION ONLY EPDXY -TIE HOLD-DOWN ANCHOR RETROFIT DESIGN CRITERIA: ROOF DEAD LOAD 15 psf SNOW LOAD 25 psf ROOF TRUSS BOTTOM CHORD LIVE LOAD FOR UNINHABITABLE ATTIC WITHOUT STORAGE 1Opsf (ROOF TRUSS BOTTOM CHORD LIVE LOAD DOES NOT ACT CONCURENTLY WITH THE ROOF LIVE LOAD) FLOOR DEAD LOAD 10 psf FLOOR LIVE LOAD 40 psf IMPORTANCE FACTOR 1.0 WIND VELOCITY (3-second gust) 95 mph WIND EXPOSURE "D" INTERNAL PRESSURE FACTOR 0.18 Kzt FACTOR 1.00 FOR SEISMIC DESIGN USED EQUIVALENT LATERAL FORCE PROCEDURE SEISMIC FORCE RESISTING SYSTEM IS BEARING LIGHT FRAMED WALLS WOOD STRUCTURAL PANELS OCCUPANCY CATEGORY II SEISMIC FORCE -RESISTING SYSTEM BEARING WALL SYSTEM SITE CLASS "D" DESIGN SPECTRAL RESPONSE ACCEL. Sds 1.044 DESIGN SPECTRAL RESPONSE ACCEL Sd1 0.0 IMPORTANCE FACTOR FOR SEISMIC DESIGN 1.0 RESPONSE MODIFICATION FACTOR 6.5 SEISMIC DESIGN CATEGORY "D" SEISMIC RESPONSE COEFFICIENT 0.1606 FOUNDATION DESIGN CRITERIA Allowable soil bearing capacity 1500psf Equivalent Fluid Pressure 35psf/ft Lateral Sliding Coefficient 0.25 Lateral Passive Pressure 150psf/ft Frost depth 18" Concrete Compressive Strength (USD Design) 3000psi Concrete Compressive Strength for calculations 2500psi The minimum cement content per cubic yard of concrete is 51 sacks, special inspection is not required. Concrete reinforcing bars 40000psi Anchor bolts A307 or BTR STRUCTURAL NOTES GENERAL: ALL METHODS, MATERIALS AND WORKMANSHIP ARE TO CONFORM TO THE INTERNATIONAL BUILDING CODE 2018 EDITION, AS AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: a. PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND CONNECTION COMPLETED. b. FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. C. BRINGING TO THE ATTENTION OF THE BUILDING DESIGNER ANY CONFLICTS IN DIMENSIONS, MATERIALS OR NOTES SHOWN ON THE PLANS. d. INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. INSPECTIONS: a. PERIODIC SPECIAL INSPECTIONS REQUIRED FOR WIND AND SEISMIC RESISTANCE SUCH AS ANCHORS & STRAPS EMBEDDED IN TO CONCRETE. b. IF INSPECTION IS REQUIRED, IT CAN BE PROVIDED BY AAR TESTING LABORATORY INC. Ph: (425)-881-5812 or ANOTHER CERTIFIED AGENCY. C. THE MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION, FOR THE INSPECTOR'S USE AND REFERENCE. WOOD ROOF TRUSSES: METAL PLATE CONNECTED WOOD TRUSSES ARE TO BE DESIGNED BY A WASHINGTON STATE PROFESSIONAL ENGINEER IN ACCORDANCE WITH ANSI/TPI 1. TRUSSES INCLUDING DRAG TRUSSES AND SHEAR FRAMES, ARE TO BE PLANT FABRICATED BY A MANUFACTURER. ALL TRUSSES: - SHALL CARRY MANUFACTURER'S STAMP. - THE TRUSS TEMPORARY AND PERMANENT BRACING SHALL BE PER IRC SECTION 502.11.2 AND 802.10.3 AS WELL AS THE TRUSS PLATE INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION. - SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION. - SHALL NOT BE FIELD CUT, NOTCHED SPLICED OR ALTERED WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. - TRUSS HANGERS SHALL BE SPECIFIED BY THE TRUSS ENGINEER. SHEAR WALL FRAMING SEE SHEAR WALL SCHEDULE PLYWOOD DIAPHRAGM ROOF SHEATHING OF SIZE SHOWN ON THE ARCHITECTURAL PLANS IS TO BE APA RATED EXPOSURE 1 OR EXTERIOR, MANUFACTURED WITH EXTERIOR GLUE, 15/32" PLYWOOD or 7/16" O.S.B. SPAN RATED 24/16 MINIMUM DIRECTLY NAILED TO SUPPORTING TRUSSES OR RAFTERS with LONG DIMENSION PERPENDICULAR TO SUPPORTS with 8d COMMON ® 6" o.c. AT ALL EDGES AND 12" o.c. AT ALL INTERMEDIATE SUPPORTS. FLOOR SHEATHING (SUB -FLOORING) OF SIZE SHOWN ON THE ARCHITECTURAL PLANS IS TO BE 3/4" PLYWOOD or 23/32" O.S.B. APA RATED STURD-I-FLOOR UNDERLYMENT GRADE with LONG DIMENSION PERPENDICULAR TO SUPPORTS with 8d COMMON ® 6" o.c. AT ALL EDGES AND 12" o.c. AT ALL INTERMEDIATE SUPPORTS. WOOD FRAMING 2x LUMBER TO BE HF#2 or BETTER EXCEPT WALL STUDS MAY BE HF STUD GRADE & SILL PLATE HF#3 WHERE NOT SPECIFIED ON THE PLANS: a. COLUMN IN WALLS ARE TO BE (2)-2x STUDS OF THE SAME WIDTH AS THE WALL and NAILED WITH 16d ® 24" o.c. (UNLESS NOTES OTHERWISE) b. FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE TWO FLOOR JOISTS DIRECTLY BENEATH EACH PARTITION IF PARTITION EXCEEDS ONE HALF THE SPAN LENGTH OF THE JOIST. C. FLOOR JOISTS SHALL BE LATERALLY SUPPORTED AT THE ENDS BY FULL -DEPTH SOLID BLOCKING NOT LESS THAN 2 INCHES NOMINAL IN THICKNESS; OR BY ATTACHMENT TO A FULL -DEPTH HEADER, BAND OR RIM JOIST, OR TO AN ADJOINING STUD TO PROVIDE LATERAL SUPPORT TO PREVENT ROTATION. ALSO, LATERAL RESTRAINT SHALL BE PROVIDED AT EACH INTERMEDIATE SUPPORT. d. WALL TOP PLATES ARE TO HAVE STAGGERED SPLICES A MINIMUM OF 4'-0" APART AND NAILED TOGETHER IN THE SPLICE ZONE WITH MINIMUM OF (8)-16d COMMON NAILS. e. WOOD IN CONTACT WITH THE WEATHER, SOIL, CONCRETE or MASONRY IS TO BE PRESERVATIVE TREATED COMPLYING WITH AWPA U1 AND M4 STANDARDS. METAL CONNECTORS FOR WOOD: THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS ARE THOSE AS MANUFACTURED BY "SIMPSON STRONG -TIE" AS SPECIFIED IN THE LATEST CATALOG. BOLTS ARE TO BE A307 WITH WASHERS AT ALL WOOD SURFACES BENEATH HEAD OR NUTS. BOLT HOLES ARE TO BE 1/16" GREATER IN DIAMETER THAN BOLT DIAMETER. NAILS ARE TO BE COMMON WIRE NAILS AND OF QUANTITY, SIZE, LENGTH AND TYPE AS SPECIFIED BY SIMPSON. FASTENERS INSTALLED IN PRESERVATIVE TREATED WOOD SHALL BE HOT -DIPPED, ZINC -COATED GALVANIZED WITH A MINIMUM COATING WEIGHT COMPLYING WITH ASTH A153. THIS INCLUDES NUTS AND WASHERS. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS ARE PERMITTED TO BE MECHANICALLY DEPOSITED ZINC -COATED WITH COATING WEIGHT COMPLYING WITH ASTM B695, CLASS 55 MINIMUM. FOUNDATION 1. Verify all dimension with architectural plans. Verify all dimensions prior to start of work or ordering materials. 2. Bottom of all footing are to be level and rest on undisturbed soil regardless of elevations shown on plan. 3. Clean footing excavation immediately before concrete is placed to remove all softened or loosened materials. 4. Do not locate foundation vent openings under shear walls with anchor bolts spacing less than 24" o.c. OR locate them at rim joist. 5. All backfill against foundation walls must be thoroughly compacted. 6. Lap all bars in accordance w/ACI 318 but not less than 40 bar diameter nor less than 18". All horizontal bars shall be developed at corners. 7. Contractor to provide concrete landing and or stoop at all egress door as per local codes. 8. The minimum clear spacing between parallel bars in a layer shall be D-bar but not less than 1 inch. 9. See plan and shearwall schedule for anchors spacing and shearwall requirements. Elsewhere use 5/8"0 anchors at 5-0"o.c. 12" max from ends U.N.O. 10. Follow "SIMPSON STRONG TIE" Catalog instruction for installation of all connectors. 11. The exposed concrete must be 3000psi mix. TRUSSES SHALL BE DESIGNED TO NOT ALLOW LIMITED STORAGE PER TABLE 1607.1(i) 2018 IBC, WEB SHALL BE CONFIGURED SO THAT ALL OPENINGS ARE SMALLER THAN 24" WIDE x 42" HIGH PER THE ABOVE TRUSS LAYOUT. RESUB Apr 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U o J U J L N N C: O Z L` IJ � 0 0) U) Q a) M w ao F= LO W Lu 0 Z - LO Z Z COCNE O LU .. V 0-LUZ W J G J sss�ztt��� N * * *' d% N 4Q1J •*� cn X w V J Q J_ U Q U LLJ w L.L 7 V ) U LU 0 (10 N Q _ 000 U Q O L.L J v ) Q LU MW W III--` %0 J Lo 0 0 G Q C) Z Q .. U w U 7 L �W v J LU � O �Z U U LU 0� O Q J U REVISIONS: DATE: 09/17/21 SCALE: AS SHOWN DRAWN: ML JOB: LB21-28 BOTTOM PLATE NAILING PER SHEAR WALL SCHEDULE SHEAR WALL PER FLUSH BEAM CS16 STRAP ON SINGLE 16d ® 6"o.c. PLAN & SCHEDULE SIMPSON ST6224 STRAP PER PLAN W/(14)-16d EACH END, STUD w/(13)-8d NAILS EACH END. EDGENAILING DON'T PROVIDE STRAP IF-Ix BEAM LOCATED UNDER THE RIM BOARD PER PLAN. AT TJI FLOOR, USE 1i" SCHEDULE BEAM PER TOP WALL PLATE (2)—H2.5 TIE AT Q EDGE NAILING LSL AS RIM JOISTS PLAN EACH BEAM'S END 0 PER SHEAR WALL SCHEDULE SHEATHING JOINT FULL BLOCKING 7-7 BELOW THE POST RIM BOARD PER PLAN. DBL WALL FLOOR JOIST PER PLAN FLOOR JOIST or AT TJI FLOOR, USE 1i" FLOOR JOIST or TOP PLATES LOCATE SHEATHING BLOCKING PER PLAN LSL AS RIM JOISTS BLOCKING PER PLAN JOINTS AT RIM BOARD TOP PLATE w/3/8" GAP 10d TOE —NAIL STUD WALL POST PER PLAN Q o 10d TOENAIL AT EDGE NAILING 6 AT 6 o.c. A35 PER S EAR POST or STUDS o.c. PER SHEAR WALL SHEATHING WALL SCHEDULE PER PLAN SCHEDULE JOINT U.N.O. SHEAR WALL PER (O.K. TO USE LTP4 PLAN & SCHEDULE SEE DETAIL OVER THE "8/S2" FOR EDGE NAILING PER SHEATHING ® SAME OPTION SHEAR WALL SCHEDULE DISTANCE AS A35) NAIL WALL SHEATHING TO STUDS, THAT BELOW SHEAR WALL PER STRAPS, PER EDGE PLAN & SCHEDULE NOTE: USE THIS DETAIL WHEN NAILING SHEAR WALL PER SHEARWALL PANEL EDGES DO PLAN & SCHEDULE NOT FRAME ONTO COMMON MEMBER (RIM JOIST) SHEAR TRANSFER @ SHEAR TRANSFER @ BEAM TO PLATE CONNECTION 4 BEAM TO POST CONNECTION CS16 STRAP CONNECTION EXTERIOR WALL EXTERIOR WALL (OPTION) RF-60 5 RF-13 6 FRM-02A 7 FRM-01 8 FRM-01A FOR BEAM DEPTH 9" MIN. IT OKAY z TO NOTCH 1.1 2" THE END OF A SIMPSON CS16 COILED STRAP 5ft LONG, ROOF SHEATHING PER PLAN, NAILED w/8d 8d Cam? 6"o.c. _ BEAM BEAM FOR RUNNING UPPER PLATE N OVER FOUR BAYS, w/(6)-8d TO EACH ROOF FLOOR 2x4 LAID FLAT BLOCKING NAILS ® 6"o.c. � PANEL EDGES & 12"o.c. THROUGH THE WALL WITHOUT THE TWO BAYS , TWO BAYS ALONG INTERMEDIATE FRAMING. (NO BLOCKING) LOW ROOF NEED FOR A STEEL STRAP SHEATHING A as 8d NAILS AT 6"o.c. <" SHEATHING TO MANUFACTURED BLOCKING SIMPSON CS16 STRAP w/(13)-8d EACH END TRUSS BLOCKING ' PANEL DESIGNED FOR (2)-16d To ILSTUD or (PLAN LATERAL LOAD 300#. EA. I 2x4 LAID FLAT JOISS T PER a lr TJI PER PLAN @ 16"o.c. BLOCKING << DBL WALL TOP PLATES EXTEND TRUSS UPPER ERAISED HEEL WALL PER CHORD 6" MIN. �i MANUFACTURED SIMPSON CS16 COILED STRAP 5ft LONG, PLAN TRUSSES PER PLAN OVER FOUR BAYS, w/(6)-8d TO EACH 2x4 LAID FLAT BLOCKING OK TO NAIL 24" END OF CS16 STRAP BY (13)-8d NAILS TO 1j"x11i" LVL STUD EACH SIDE OF POST 2x4 BLOCKING 2 —� BEAM INSTEAD OF 2x4 FOUR BAYS EAVE PER2x ARCH. DETAIL �/ �� TRUSS PER w/16d @ 24" O.C. TO POST TWO BAYS BLOCKING PLAN & (4) MIN. TO BEAM L SIMPSON H1 SEISMIC - \�� (4)-10d TOENAIL CLIP @ 24"o.c. i" EACH BLOCK SHEAR WALL PER �"� OP6E IRS 1j"x9j" LVL BEAM (U.N.O.) PLAN & SCHEDULE ---------- ,______________ BEAM PER PLAN ---------- �- / 2x4 BLOCKING, TWO BAYS WALL BEYOND A -A FLOOR JOISTS PER PLAN TRUSS CONNECTION TRUSS TO WALL BEAM TO POST CONNECTION DRAG TIE AT FLOOR 9 RF-10 10 RF-50 1 1 12 RF-90 RF-13 STHD STRAP PER PLAN, DBL STUD OR WALL PER PLAN STRAP MAY BE PLACED POST PER PLAN (2)-16d @ 6"o.c. (2)-16d @ 6"o.c. PLYWOOD FLOOR SEE HOLD—DOWN OVER SHEATHING 2x6 FRAMING 2x6 FRAMING 16d 6"o.c. SHEATHING PER PLAN SCHEDULE FOR SIZE & NUMBER TWO CONTINUOUS EDGE NAILING TWO CONTINUOUS FLOOR SHEATHING OF NAILS RIM BOARDS PER PER SHEAR WALL RIM BOARDS PER PER PLAN 8d ® 4"o.c. U.N.O. EDGE NAILING PLAN SCHEDULE PLAN DO NOT NAIL I PER SHEAR WALL (4)-8d TO BLOCKING SCHEDULE 2x4 BLOCKING SHEATHING AT STAIR'S OPENING HOLD—DOWN I - 16d @ 6 o.c. LTP5 PER SHEAR I U.N.O. WALL SCHEDULE OF INSULATION STAIR'S OPENING SHEAR WALL ABOVE STAIR'S OPENING PLYWOOD I ° CONTINUOUS (1)-1i" LVL SHEATHING I PER PLAN I LOCATE SHEATHING RIM JOIST W/1�Od JOINTS AT RIM F TOENAILS ® 6 o.c. BOARD w/3/8" GAP INSULATE PRIOR INSULATE PRIOR TO COVER LTP4 PER SHEAR TO COVER #4 BAR D o °p p WALL SCHEDULE OF------ BLOCKING PER ° I 10d TOENAIL AT SHEAR WALL BELOW 10d TOENAIL AT MANUFACTURER ° D =Elk u EDGE NAILING 10 6" o.c. 6" o.c. @ 48"o.c. • ° I ° PER SHEAR WALL SCHEDULE NEW 2x6 TOP PLATE EDGE NAILING NEW 2x6 TOP PLATE p o ° I p W/16d ® 6"o.c. TO PER SHEAR WALL W/16d ® 6"o.c. TO p I °D EXISTING 2x4 SCHEDULE EXISTING 2x4 ° ° EXTERIOR WALL 2"x1j" STRIP AT EACH EXTERIOR WALL___Z 2"x1j" STRIP AT EACH WALL PER PLAN SHEATHING STUD W/16d @ 6"o.c. SHEATHING STUD W/16d @ 6"o.c. 1 /2" @ EX. 2x4 FRAMING EX. 2x4 FRAMING CORNER CONDITION OPTION "A" OPTION "B" STEM PER PLAN WALL TO FLOOR CONNECTION CORNER OF STEM 16 WALL AS OCCUR #4 BAR x 30" PLYWOOD SPLICE AT MIN. LENGTH PERIMETER BEAM @ BLOCKED FLOOR DIAPHRAGM STHD STRAP TIE HOLD-DOWN OPEN SPACE RESUB 1 14 15 Apr 18 2022 RF-68 STANDARD INSTALLATION FRMGB-43 FRM-01 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U o J U JL r I''� N � 0 O V z LLJ c) � 00 � U) Q a) m W p 0 � W _N QLo � z O N C� p 0 .. � v z ' 0-W W J J sss�ztt��� N**., � '� * � N N J **� �2 rQ *3 * , CO » o cn w X ****pz� w J U) � J U < w 0 U) U LJJ ~ 0 � N Q O O 00 U �� Q O L.L J v W Q0 w Z J < LoO p G C) Z Q .. U w LLI ~ U� Z M LU O = Q z U U L.0 0� O Q J U REVISIONS: DATE: 09/17/21 SCALE: AS SHOWN DRAWN: ML JOB: LB21-28 DBL STUDS w/16d ® 6"o.c. or WATERPROOF PAPER POST PER PLAN. IF SHEAR WALL ADJACENT TO SHEAR WALL PER SHEAR WALL PER 6 OPENING WITH (2)-2x POST PER PLAN Q PLAN & SCHEDULE PLAN &SCHEDULE TRIMMERS, NAIL KING STUD TO TRIMMER PER SHEAR WALL J EX. 2x P.T. PLATE w/ANCHOR BOLT PER PLAN 12" MAX FROM MASONRY VENEER 3x6 P.T. PLATE w/ANCHOR BOLT PER PLAN 12" MAX FROM LINE OF CONCRETE MASONRY VENEER BEYOND��r STEM WALL BEYOND BOTTOM PLATE NAILING PATTERN w I HDU HOLD-DOWN PER PLAN EXISTING CONCRETE SLAB ENDS & 7" MIN. EMBEDMENT PANEL EDGE NAILING, w/ 3 x3 x1/4 PL. WASHER (ELSEWHERE USE 5/8"dx10' ENDS & 7" MIN. EMBEDMENT 1" AIR GAP w/ 3 x3 x1/4 PL. WASHER (ELSEWHERE USE 5/8"dx10" I I SAW CUT F---� I I I EX. CONCRETE SLAB I j PER SHEAR WALL I I SIMPSON COLUMN BASE w SCHEDULE, (HDG TO A.B. ® 60'o.c.) PANEL EDGE NAILING, PER A.B. @ 60' o.c.) I I I I PRESSURE TREATED SILL PLATE CBSQ66-SDS2- 6x6 POST = OR EQUAL SILL PLATE) SHEAR WALL SCHEDULE, (HDG TO SILL PLATE) DRIVEWAY APPROACH I I I I z ~0 (2)-#5 GRADE 40 SAW CUT o0 4" TIGHTLINE WEEP HOLES & BARS ® TOP FLASHING PER ZHT��:_O 1 X. CONCRETE SLAB _ z ARCH. DET. SAW CUT 4" ° (2)-#5 GRADE 40 NV4<ZEX. CONCRETE SLAB 9 ° d BARS ® TOP 1 ° DRIV WAY APPROACH I I• #4 BARS VERTICAL ® 24"o.c. ° Q i i CONCRETE REINFORCEMENT ° a d ° ° a - a e a s A° a ° I w/6" HOOK, ALTERNATE I I � J C_uL------- Q a d ° ° a° ---�-a- a---�-- d BENDS ° \ a z I 1 \ n p I I _ 4 ° Q 4" TIGHTLINE X ° 4 - 2 5 GRADE 40 a ° d 4 o�uooUooOoo � o o ° � Uoo\oOoo\ z Q - - ° BARS O BOTTOM O X III a oOC 0< a d - — — — — — — — — —�°IL �� youU ° � - - FOUNDATION MUST Ld d 1 1 d �°mo°O� �c 0000 0 CO - #4 BARS VERTICAL ® - I BOAR ON UNDISTURBED Ns �� SIMPSON SSTB/SB ANCHOR �O°o0° o°oC ° EX. FOUNDATION 24"o.c. w/6" HOOK, o BOLT or EPDXY GROUTED ALL _ ° ALTERNATE BENDS ' 5" 10" THREADED ROD PER HD - - SCHEDULE SEE FOUNDATION PLAN FOR -_ - SIZE AND REINFORCEMENT FOU DDATIOON DRAIN APPROVED DRAINAGE 5" 10" SOURCE FOUNDATION DRAIN i� FOOTING MUST BEAR SLOPED TO _T, ON UNDISTURBED SOIL APPROVED DRAINAGE 1 '-3" (2)-#5 GRADE 40 SOURCE BARS ® BOTTOM ISOLATED FOOTING HDU HOLD—DOWN — WALL ABOVE 17 ON SLAB ON GRADE 18 EX. FOUNDATION w/S AB F R. 19 FOUNDATION w/SLAB FLR. 20 FND-05 FOUNDATION at GARAGE DOOR 21 FND-08 t0 FOUNDATION BELOW F-04E FRMGB-31 F-10B NAIL SHEATHING TO EACH STUD AND TYPICAL CORNER HOLD BACK STUD TO POST STAGGERED DOUBLE TOP PLATE PER SHEARWALL DETAIL ALLOW FOR CONTINUOUS SHEARWALL SHEATHING NEW FOUNDATION SCHEDULE �°=ate— STAGGERED EDGE NAILING 4x6 BLOCKING AT 1'-6" 4" STAGGERED EDGE NAILING PER SHEARWALL SCHEDULE JOINT x x x x I` PER SHEARWALL SCHEDULE 11 IFPANEL (2)-2x6 HEADER PER (3)-#4 REBAR EPDXY ° I 1'-6" PORDOW N PLAN GROUTED TO EXISTING a FOUNDATION a �� MATCH SIZE and 10 SHEAR WALL (2)-16d @ 3"o.c. -----16d ® 3"o.c. c — — — — — ° DIAMETER OF I 1 '-6" HORIZ. N PER PLAN " PER PLAN BOTH SIDES SHEATHING SHEAR REINFORCEMENT 2 -2x6 (2)-2x6 WALL PER PLAN & SCHEDULE d x (2)-2x6_�- T° -' HDU8 HOLDOWN w/ ° �dl°� 7/8" DIA. ANCHOR 3x6 TREATED PLATE w/ (2)- EXISTING FOUNDATION STAGGERED EDGE NAILING BOLT CAST IN CONC. 5/80"x12" ANCHOR BOLTS _ _ _ _ _ II PER SHEARWALL SCHEDULE STAGGERED EDGE NAILING w/3"x3"x1/4" PLATE WASHER ° II r II I�° PER SHEARWALL SCHEDULE 6" THK. < a � dAJL�I X STEMWALL Ip° II BOTH SIDE SHEATHING ° SHEARWALL PER PLAN 11 TYPICAL INTERSECTION 3x6 P.T. SILL PLATE GRADE BEAM, DET. \��\�\xx DETAIL „IX 21/S3" /� / _ W/(2) 5/8"Dx12" ANCHOR II II BOLTS PER PLAN AND (4)-#5 GRADE 40 — VERT. w/ 8" HOOK FOOTING I I I— — — — TYPICAL CONCRETE WALLS 3"x3"x1 /4" PLATE WASHER PLAN VIEW SHEAR WALLS INTERSECTION -�-4-44--- __ 24 25 CONT. OUNDATION (4)-#3 TIES � 3„ o.c. and FOOTING INTERSECTION F_,D w/(2)-#5 GRADE 40, TOP & 6 o.c. FOR TOP & BOT. (U.N.O.) 2x4 P.T. PLATE w ANCHOR BALANCE (T1 —1 1) OSB or PLYWOOD SHEAR WALL SCHEDULE FOR SEISMIC DESIGN CATEGORY "D" AND "E" BOLT SHEARWALL SCHEDULE 12" MAX FROM ENDS & 7" BRACED WALL PANEL NEW 8c EXISTING N G FOUNDATION N DAT 0 N SHEAR WALL PER . PLAN & SCHEDULE EMBEDMENT w/ 3"xMIN3"x1/4" PL. WASHER SILL PLATE INTERIOR 22 N.T.S. FRM-26C 23 (ELSEWHERE USE 5/8"dx10" FND-01 SHEATHING SILL BOTTOM PLATE ANCHOR BOLTS WALLS TOP ALLOWABLE A.B. ® 60"o.c.) MARK SHEATHING EDGE NAILING PLATE NAILING UNLESS OTHER CONNECTION SHEAR SIZE SPECIFIED ON U.N.O. ON EDGE NAILING PER (1)-#4 @ TOP THE PLAN THE PLAN S EAR WALL SCHEDULE 1j" LVL BEAM PER PLAN z 4" TH. CONCRETE SLAB 5/8 MIN. APA » „ 16d Co? 6 o.c. to °°0 © 5/8 T1-6 RATED PLYWOOD 8d @ 6 o.c. 2x SINGLE blocking or „ A35 @ 32 o.c. 147 If p w/WWF 6x6-10/10 FLOOR JOIST SHEAR WALL PER PER PLAN SIDING ONE SIDE joist interior walls 5 - 0 O.C. 5/8" MIN. APA 16d © 6" o.c. to 5/8" 0 PLAN & SCHEDULE 2x12 STRINGER T1 -4 RATED PLYWOOD 8d @ 4" o.c. 2x SINGLE blocking or A35 @ 24" o.c. 220plf CONCRETE PATIO _ © 12"o.c. SIDING ONE SIDE joist interior walls 5 - 0 o.c. — — — _ ° d d a ° I a - ° 5/8" MIN. APA 16d © 4" o.c. staggered 1 /2» 0 © (5)-8d w/ PLYWD. T1 -3 RATED PLYWOOD 8d @ 3 o.c. 2x to DBL blocking or joist 4 - 0 A35 @ 18 o.c. 285plf a BLOCKING A35 SIDING ONE SIDE interior walls o.c. I a � a 1 z_ F SEE DET. " "7 S2FOR / CONCRETE SLAB LSC STRINGER a 0 I 4 LOCATION OF SHEATHING PER PLANL CONNECTOR < 1 a JOINT 11 W/(8)-10dx1.1/2 TO NOTES: _ * ° a° a RIM JST. a° , Q. A° ° ...d° e° (9)-10dx1.1/2" TO 1. All fasteners shall be common wire or galvanized box and meet the following criteria: BLOCKING PER °` STRINGER ° 8d galvanized casing 8d common = 0.131"0 x 2-1/2" min. #4 DOWEL @ 24"o.c• III III MANUFACTURER @ 16"o.c. _ 10d common = 0.148" 0 x 3" min. W/STANDARD HOOK UJ EACH END (BEARING WALLS), @ 48"o.c. - 8d box galvanized = 0.1130 x 2-1/2"min. (2)_#4 ® BOT. (GABLE WALLS) 2x12 P.T. LEDGER W STAGGERED / 10d box galvanized = 0.1280 x 3" min. MONO POUR 1'-0" (3)-1/2"Ox4" "STRONG -BOLT 2" 2. Schedule is based on IBC 2018 for wood framed walls with 2x4(minimum) SPF#2 or BTR. FOUNDATION PER PLAN FOOTING MUST BEAR TO CONCRETE LANDING 3. Sheathing is to be plywood siding 3/8" min. thickness at point of nailing on panel edges installed on WITH PLINTH ON UNDISTURBED SOIL SHEAR WALL PER PLAN & SCHEDULE studs are sposed 16" o.c. max. 4. Space nails at 12" o.c. along intermediate framing members. EXTERIOR FOUNDATION 5. Sheathing is to be directly applied to studs and all edges blocked. 28 6. Anchor bolts to have a minimum 3"x3"x1/4" thick plate washers. 7. Provide full width blocking below post at ends of shear walls. 8. Install anchor bolts within 12" and no closer than 4" of each plate break and holdown anchor. BLOCKING TO END WALL 26 WOOD STAIRS CONNECTION 27 9. Edge nailing at ends of shear walls is to post with tie -down attached to it, even if sheathing extends post the post. 10. Thickness of grooved panels is measured at bottom of grooves, RESU B Apr 18 2022 FRM-03 FIRM-1 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U o J U J a� `J C: O Z w o CN � ��0 U) Q Ca W C� 00 LO W Lu Q z�N F= Z z O N O L .. V Z 't � 0- W W J J sss�,ur��ut N***' d% N � rQ *3 * , F.-*J OC) » o cn y �* w X w J Q U) Q w L.L U) U LJJ 0 � (N Q c) O00 U �� Q O JU W Q C) W Z J Q Lop �� � Q �o Z Q .. U w w U� z 0 LU Q .. _ Z U U L.0 0� O Q J U REVISIONS: 11/20/21 DATE: 09/17/21 SCALE: AS SHOWN DRAWN: ML JOB: LB21-28