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RESUB 1 COMPLETE SET 4-5-20 ApprovedALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE City Of Edmonds Building Department Work Moore Residence Address 61905 157TH PL SW Owner Approved Date 04/27/2020 Building Official Permit Number BLD2020-0133 322 0 0 0 N LC) 0 L�J Q 0 0 316 \ -\\ ` 18.0 � � I 1 A \ EXISTNG 12" S�ORL. 316 DRAIN \ \ \ OUTFACE IE- 5' \ -7 EXISTING 8" STORM \ RAIN \ �L ROOF OVERHANG SHALL NOT / EXTEND MORE THAN 30" INTO / BUILDING SETBACK / 9-his is extending into the setback so remove statement. \ 306 i � � \ 308 310 312 � \ 314 316 EXISTING 18" STORM DRAIN LEGAL DESCRIPTION STEELE PARK BLK 000 D-00 LOT 2 TGW EQ & UND INT IN TR 100 ASSESSOR'S PARCEL NO. 00757200000200 SITE DATA SITE AREA: 12,200 sf ZONING: RS12 LOT COVERAGE: 35% FRONT SETBACK 25', SIDES 10' AND REAR 25' HEIGHT: 25' CODES 2015 SRC 2015 WASHINGTON STATE ENERGY CODE (WSEC) BUILDING DATA OCCUPANCY: R3 BUILDING TYPE: VB ADDITION TO EXISTING SINGLE FAMILY RESIDENCE INCLUDING A GARAGE WITH SECOND FLOOR OVER GARAGE AND INFILL OF EXISTING CRAWLSPACE TO CREATE NEW BASEMENT. BUILDING AREA EXISTING FIRST FLOOR: 1,190 SF EXISTING SECOND FLOOR: 830 SF SECOND FLOOR ADDITION: 567 SF TOTAL LIVING SPACE: 2,587 SF COVERED GARAGE ENTRY 16 SF EXISTING GARAGE: 476 SF EXISTING DECK: 230 SF GARAGE & STOR. ADDITION: 565 SF TOOTAL GARAGE/ENTRY AREA: 1,057 SF LOT COVERAGE MAXIMUM LOT COVERAGE 35% BUILDING FOOTPRINT 1,190 SF GARAGE & STOR. 1,041 SF EXISTING DECK: 230 SF COVERED PORCH 39 SF TOTAL BUILDING AREA 2,500 SF 2,500 / 12,200= 20% LOT COVERAGE HEIGHT BUILDING BUILDING HEIGHT ALLOWED 25' PROJECT DIRECTORY A 317.0 OWNER: B 318.0 RANDY MOORE C 319.0 6805 157th PI SW D 318.0 EDMONDS, WA 98028 318.0 ARCHITECT: GREENWALK DESIGNS MAXIMUM SLOPED ROOF HEIGHT = 343.0' 12731 39th AVE. NE SEATTLE, WA 98125 SHEET INDEX (206) 550-9296 A1.1 SITE PLAN — COVER NOTES STEVE BARNES AC1 GENERAL NOTES sbarnes@cornerstonearch.com A2.1 FIRST FLOOR PLAN — WINDOW TYPES — NOTES STRUCTURAL ENGINEER: A2.2 SECOND FLOOR PLAN — WALL TYPES — STAIR DETAILS A3.1 EXTERIOR ELEVATIONS PETERSON, STREHLE, MARTINSON, INC. A3.2 EXTERIOR ELEVATIONS 2200 SIXTH AVE., SUITE #601 A4.1 BUILDING SECTIONS SEATTLE, WA 98121 A4.2 BUILDING SECTIONS A6.1 ROOF PLAN — DETAILS (206) 622-4580 S1 STRUCTURAL NOTES FOUNDATION DETAILS DAVID STUBBS S2 FIRST FLOOR FRAMING & FOUNDATION PLAN — DETAILS S3 SECOND FLOOR FRAMING PLAN — DETAILS S4 ROOF FRAMING PLAN rye Z 0 Jc z J J O Q z �z c v � zQ Q aLU zw W w ZN LU w Q� cl w Cl)(D Q N w r C/) © GREENWALK DESIGNS LLC. 304 REGISTERED AR CT EVEN A. BARNES STATE OF iNASHIj4GT0' W Z N LU 0 co� CO a W s � o W oz � 0 000 O W :2 WSEC 2015 PRESCRIPTIVE ENERGY Q CODE COMPLIANCE < O a'F ADDITION: 1.5 CREDITS REQUIRED PER WSEC R406.2 �Vz O s _ �� _ z 320 TOW 4„� / OPTION 1d (EFFICIENT BUILDING ENVELOPE) - 0.5 ENERGY CREDIT W U 31 TOUR \ 318 BOW O SEGMENTAL BLOCK RETAINING WALL 1s eow \ / - MAX. HEIGHT = 3'-0" WALL MAY VERTICAL FENESTRATION U=0.24 L1J / \ / NOT ENCROACH INTO DRAINAGE \ � REMO 4 EASEMENT � O / 8>> Fi / OPTION 2a (AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION) - 0.5 ENERGY CREDIT J O 322 REDUCED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAXIMUM. HIGH EFFICIENCY 0- LLJ ---- _---- WHOLE HOUSE FAN (MAXIMUM 0.35 WATTS/CFM) IN LAUNDRY ROOM ON TIMER NOT LLJ I.— CD F \ INTERFACED WITH FURNACE FAN. O N �OPTION 5a (EFFICIENT WATER HEATING) - 0.5 ENERGY CREDIT tj j / J O SHOWERHEAD AND KITCHEN SINK FAUCETS RATED AT 1.75 GPM OR LESS, LAVATORY co z FAUCETS RATED AT 1.0 GPM OR LESS CV O_ TOTAL: OPTION 1 d+2a+5a = 1.5 CREDITS W w > H LU 07 0 0� CITE- DI A KI Y�1G\��IBINII•, A 1 LL_ ARCHITECTURAL GENERAL NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FULLY AWARE OF ANY AND ALL CONDITIONS RELATED TO THE SITE AND EXISTING CONDITIONS THAT MAY EFFECT THE COST OR SCHEDULING OF CONSTRUCTION ACTIVITIES. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE INCLUDING, BUT NOT LIMITED TO, SOILS AND EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR THE SAME. ALL DISCREPANCIES SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 3. DO NOT SCALE DRAWINGS OR DETAILS - USE GIVEN DIMENSIONS. CHECK DETAILS FOR LOCATION OF ALL ITEMS NOT DIMENSIONED ON PLANS. DOOR AND CASED OPENINGS WITHOUT DIMENSIONS ARE TO BE SIX (6) INCHES FROM FACE OF ADJACENT WALL OR CENTERED BETWEEN WALLS UNLESS NOTED OTHERWISE. 4. THE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED. 5. BUILDING SYSTEMS AND COMPONENTS NOT SPECIFICALLY DETAILED SHALL BE INSTALLED, AS PER MANUFACTURERS' RECOMMENDATIONS. 6. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION, OR THE MATERIALS SPECIFIED, DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. 7. INSTALL DUST BARRIERS AND OTHER PROTECTION AS REQUIRED TO PROTECT INSTALLED FINISHES AND FACILITIES. 8. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL AND LOCAL GLAZING STANDARDS AND THE GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE REQUIREMENTS. 9. ALL GLAZING IN HAZARDOUS LOCATIONS, DEFINED BY THE 2015 IRC R308.4, SHALL BE SAFETY GLAZING, INCLUDING NOT LIMITED TO THE SAFETY GLAZING IDENTIFIED IN THE CONSTRUCTION DOCUMENTS. 10. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED ON THE DRAWINGS. OFFSET STUDS WHERE REQUIRED, SO THAT FINISHED WALL SURFACE WILL BE FLUSH. 11. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 12. CARRY ALL FOOTINGS TO SOLID, UNDISTURBED ORIGINAL EARTH. REMOVE ALL UNSUITABLE MATERIAL UNDER FOOTINGS AND SLAB AND REPLACE WITH CONCRETE OR WITH COMPACTED FILL TO A MINIMUM OF 95% COMPACTION. 13. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE 2015 IRC. 14. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR EXPOSED WEATHER SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE UNLESS DECAY RESISTANT HEARTWOOD OF CEDAR OR REDWOOD IS USED. FASTENERS FOR PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. 15. PROVIDE DRAFTSTOPS AND FIRE -BLOCKING VERTICALLY AT CEILING AND FLOOR LEVELS AND HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET AND AS REQUIRED FOR CONCEALED SPACES UNDER 2015 IRC R302.12 & R602.8. 16. NAIL GYPSUM WALLBOARD TO ALL STUDS, TOP PLATES, BOTTOM PLATES AND BLOCKING WITH COOLER NAILS ® 7 INCHES O.C. MAXIMUM SPACING UNLESS SHOWN OTHERWISE. USE 5d FOR 1/2" WALLBOARD AND 6d FOR 5/8" WALLBOARD. 17. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. 18. STRUCTURAL, ELECTRICAL, MECHANICAL AND ENERGY NOTES ARE LOCATED WITHIN THIS SET OF DRAWINGS. 19. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL UTILITIES AND SERVICES TO THE SITE PRIOR TO BEGINNING ANY SITE IMPROVEMENTS. 20. NO MATERIALS FROM THE WORK AREA TO BE STOCK PILED ON THE PUBLIC RIGHT-OF-WAY. ALL RUBBISH AND DEBRIS IS TO BE REMOVED FROM THE SITE. 21. ADJACENT PROPERTIES, STREETS AND WALKS ARE TO BE PROTECTED FROM DAMAGE AT ALL TIMES. 22. ALL DOWNSPOUTS AND ROOF DRAINS ARE TO BE CONNECTED TO THE POINT OF DISCHARGE AND BE TIGHTLINED UNLESS SITE CONDITIONS ALLOW FOR DRYWELLS, SURFACE DRAINAGE OR UNLESS NOTED OTHERWISE IN CONSTRUCTION DOCUMENTS. 23. ALL DIMENSIONS ARE FACE OF STUD WALL OR FACE OF PLYWOOD ON EXTERIOR WALLS, CENTER LINE OF COLUMN, OR FACE OF CONCRETE UNLESS NOTED OTHERWISE. 27. THE CONTRACTOR AND/OR THE SUB -CONTRACTORS SHALL APPLY FOR, OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND FEES EXCEPT FOR THE BUILDING PERMIT INCLUDING PERMITS REQUIRED BY THE FIRE DEPARTMENT PRIOR TO BUILDING OCCUPATION. 28. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES DURING THE COURSE OF THE PROJECT. 29. APPROVED PLANS SHALL BE KEPT ON SITE AND SHALL NOT BE USED BY ANY WORKMEN. 30. ALL CONSTRUCTION SHALL COMPLY WITH 2O15 INTERNATIONAL RESIDENTIAL CODE (IRC). THE 2015 SEATTLE ENERGY CODE (SEC). THE SEATTLE STORMWATER, GRADING AND DRAINAGE CONTROL CODE, AS WELL AS ALL ENVIRONMENTALLY CRITICAL AREA REGULATIONS (ECA). 31. ALL STAIRWAYS MUST MEET THE REQUIREMENTS OF 2015 IRC R311.7. 31. ALL EMERGENCY ESCAPES AND RESCUE OPENINGS FOR BEDROOMS AND BASEMENTS MUST MEET THE REQUIREMENTS OF 2015 IRC R310. 32. ROOF VENTILATION MUST MEET THE REQUIREMENTS OF 2015 IRC R806. 33. ALL SIDING METHODS MUST HAVE A WEATHER RESISTIVE BARRIER THAT MEETS THE REQUIREMENTS OF 2015 IRC R703.2. GENERAL WEATHER PROTECTION FOR THE ENTIRE PROJECT MUST MEET THE REQUIREMENTS OF IRC 2015 R903. 34. DEAD BOLT (MIN. 1/2" THROW) AND VIEWPOINT REQUIRED @ EXTERIOR DOORS. WINDOWS AND SLIDING DOORS WITHIN 10' OF GRADE SHALL BE PROVIDED WITH LATCHING DEVICES, ALL LOCKS SHALL BE OPENABLE WITHOUT SPECIAL KNOWLEDGE OR EFFORT. 35. ALL GUARDRAILS FOR DECKS, BALCONIES AND OPEN RAILINGS MUST MEET THE REQUIREMENTS OF 2015 IRC R312. 36. ALL SKYLIGHTS AND SLOPED GLAZING MUST MEET THE REQUIREMENTS OF 2015 IRC 308.6. 37. ALL CEILING HEIGHTS MUST MEET THE REQUIREMENTS OF 2015 IRC R305. 38. ALL UNDER FLOOR AND CRAWL SPACE MUST BE ACCESSIBLE PER 2015 IRC R408.4. 39. ALL ATTIC SPACES SHALL BE PROVIDED WITH ACCESS HATCHES WITH A MINIMUM CLEARANCE 22'X30". 40. MAINTAIN A MINIMUM CEILING HEIGHT OF 84" IN HABITABLE ROOMS. 41. FOR TUB ENCLOSURES SEE IRC R307 AND SHALL BE LABELED CATEGORY II PER TABLE R308.3.1. PROVIDE CERAMIC TILE OR APPROVED WATERPROOF SURROUND ON WALLS AROUND BATH TUBS OR SHOWERS TO 72" ABOVE DRAIN. SWING DOOR OUT. SITE CONDITIONS FOR CONSTRUCTION: CONSTRUCTION EROSION CONTROL MEASURES MUST BE IN PLACE AND APPROVED BY CITY INSPECTOR PRIOR TO ANY EARTH DISTURBANCE. NO SEDIMENT SHALL BE TRACKED INTO THE STREET OR ONTO PAVED SURFACES. SEDIMENT SHALL BE REMOVED FROM TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE SITE. IN THE EVENT THERE IS A FAILURE OF AN EROSION CONTROL SYSTEM RESULTING IN SEDIMENT BEING TRACKED ONTO PAVED SURFACES,THE CONTRACTOR SHALL IMMEDIATELY IMPLEMENT MEASURES TO CORRECT THE SITUATION, AND STREET SWEEPING SHALL BE EMPLOYED ON AN EMERGENCY BASIS. KEEP THE STREETS CLEAN. MECHANICAL & ENERGY NOTES: 1. ALL MECHANICAL WORK TO BE BIDDER DESIGNED AND SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. SYSTEM SHALL BE COMPRISED OF EXPANSION TO EXISTING FORCE AIR FURNACE WHICH WILL BE PERMITTED SEPARATELY BY A DESIGN/BUILD MECHANICAL CONTRACTOR. 2. VENTILATION OF ALL AREAS SHALL BE IN CONFORMANCE WITH WAC 51-11 AND WAC 51-13, IRC, CHAPTER 15, TABLES M1507.3 AND M1508.2. 4. ALL EXTERIOR JOINTS AROUND WINDOWS AND DOORS, OPENINGS BETWEEN WALLS AND ROOF OR FOUNDATIONS, OPENINGS AT PENETRATIONS AND ALL OTHER SUCH OPENINGS SHALL BE SEALED, CAULKED, OR HAVE A GASKET OR WEATHER STRIPPING TO LIMIT AIR LEAKAGE PER THE WASHINGTON STATE ENERGY CODE (WSEC). 5. EXTERIOR DOORS ARE TO BE 1-3/4 INCH SOLID CORE WITH FULL WEATHER STRIP AND THRESHOLD. ALL GLAZING IN EXTERIOR DOORS IS TO BE DOUBLE GLAZED WITH SAFETY GLASS. 6. CLOTHES DRYERS - SHALL BE EXHAUSTED DIRECTLY TO THE EXTERIOR. DRYER VENT SHALL NOT EXCEED 14 FEET. 7. EXHAUST FANS - TERMINATE OUTSIDE THE BUILDING AND BE EQUIPPED WITH BACK -DRAFT DAMPERS. 8. HEATING DUCTS - DUCTS IN UNCONDITIONED SPACES TO BE INSULATED TO A MINIMUM OF R-8 AND ALL DUCTWORK TO BE TAPED AND SEALED AND FASTENED WITH A MINIMUM OF FASTENERS. REQUIRED INSULATION VALUES: (2015 WSEC CHAPTER 6 QUALIFICATION) FLOORS R-30 SLAB ON GRADE R-10 CEILINGS (VAULTED) R-38 GLAZING - VERTICAL DOUBLE - U = .24 MAX. CEILINGS R-49 OR R-38 ADV GLAZING - OVERHEAD DOUBLE - U = .50 MAX. EXTERIOR WALLS R-21 GLAZING AREA UNLIMITED BELOW GRADE WALL, INT. INSUL. R-21 DOORS U = .20 MAX. BELOW GRADE WALL, EXT. INSUL. R-10 HEADERS & WATER HEATERS R-10 DUCTS THAT RUN IN UNINSULATED SPACE R-4 1. SLAB ON GRADE FLOORS SHALL HAVE R-10 PERIMETER RIGID INSULATION. 2. GLAZING AREA ALLOWED IS UNLIMITED, GROUP R-3 ONLY. ALL EXTERIOR GLAZING SHALL BE DOUBLE GLAZED (MIN.). 3. THE BUILDING MECHANICAL SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF THE WASHINGTON STATE ENERGY CODE (WSEC). CALCULATIONS ARE TO BE PROVIDED BY THE MECHANICAL CONTRACTOR PRIOR TO APPLYING FOR A MECHANICAL PERMIT. 4. PROVIDE COMBUSTION, VENTILATION AND DILUTION FOR GAS APPLIANCES PER IRC SEC. G2407(304). SHOW ON PLANS. 5. PROVIDE VENTING FOR ALL GAS HEATING APPLIANCES IN ACCORDANCE WITH THE HEATING APPLIANCE MANUFACTURER'S RECOMMENDATIONS AND THE IRC. 6. HEATING DESIGN TEMPERATURES: (PER WASHINGTON STATE ENERGY CODE) HEATING: 68 DEGREES INSIDE AND 24 DEGREES OUTSIDE. 7. PROVIDE DUCT INSULATION AS REQUIRED BY THE WASHINGTON STATE ENERGY CODE (WSEC). 8. SOURCE SPECIFIC VENTILATION; VENTILATION (EXHAUST) SHALL BE PROVIDED IN BATHROOMS, KITCHENS, LAUNDRY ROOMS AS WELL AS IN OTHER ROOMS WHERE EXCESS WATER VAPOR OR COOKING ODOR ARE PRODUCED, AS REQUIRED BY THE 2015 IRC, CH.15. PER TABLE M1507.3; BATHROOMS - 50 CFM MIN; A WHOLE HOUSE VENTILATION SYSTEM SHALL BE INSTALLED OF EITHER INTERMITTENT OR CONTINUOUS OPERATION AS REQUIRED BY THE 2015 IRC, CH.15. 9. DUCTS AND AIR HANDLERS SHALL BE IN ACCORDANCE WITH (WSEC) SECTIONS R403.2.1 THROUGH R403.2.3. EXHAUST DUCTS SHALL BE UL 181 LISTED "DUCT". 10. AIR LEAKAGE (MANDATORY). THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF (WSEC) SECTIONS R402.4.1 THROUGH R402.4.4. SEC R403.2.2 DUCT TESTING NEW CONSTRUCTION AND ADDITIONS. DUCT LEAKAGE SHALL BE TESTED PER WSU RS-33 (SEE STANDARD ONLINE HTTP: //WWW.ENERGY.WSU.EDU/BUILDINGEFFIClENCY/ENERGYCODE.ASPX#PUBS ). 11. WHERE THE PRIMARY HEATING SYSTEM IS A FORCED -AIR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL ALLOW FOR, AT A MINIMUM, A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKENDS) AND BE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACK PERIODS PER DAY. THIS THERMOSTAT SHALL INCLUDE THE CAPABILITY TO SET BACK OR TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55-F (13'C) OR UP TO 85-F (29'C). THE THERMOSTAT SHALL INITIALLY BE PROGRAMMED WITH A HEATING TEMPERATURE SET POINT NO HIGHER THAN 70-F (21'C) AND A COOLING TEMPERATURE SET POINT NO LOWER THAN 78-F (26'C). THE THERMOSTAT AND/OR CONTROL SYSTEM SHALL HAVE AN ADJUSTABLE DEADBAND OF NOT LESS THAN 107. 12. LIGHTING EQUIPMENT (MANDATORY). A MINIMUM OF 75% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. PLUMBING NOTES: 1. ALL PLUMBING WORK IS TO BE BIDDER DESIGNED AND SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. OBTAIN AND PAY FOR PERMITS. 2. PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANK. DRAIN TO THE OUTSIDE OF THE BUILDING WITH DRAIN END NOT MORE THAN TWO FEET NOR LESS THAN 6 INCHES ABOVE THE GROUND, POINTING DOWN. 3. HOT WATER TANKS SHALL HAVE FLEXIBLE PIPE CONNECTIONS AND THOSE OVER FOUR FEET TALL SHALL BE STRAPPED DOWN TO PREVENT OVERTURN IN THE EVENT OF AN EARTHQUAKE. 4. PROVIDE AN APPROVED BACK FLOW PREVENTION DEVICE AT ALL HOSE BIBS. 5. CONTRACTOR SHALL PROVIDE A DOMESTIC WASTE AND VENT ALONG WITH WATER DISTRIBUTION RISER DIAGRAM FOR LOCAL JURISDICTION. 6. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL. 7. CONTRACTOR TO PROVIDE HORIZONTAL DRAINAGE PIPING THAT MEETS UPC FOR SLOPE REQUIREMENTS. 8. FLOW RATES - FOLLOWING ARE MAXIMUM RATES ALLOWED TO COMPLY WITH WAC 51-46 SE. TOILETS 1.6 GALLONS PER FLUSH MAX. SHOWERS & LAVATORY FAUCETS 2.5 GPM MAX. (LAVATORY 1.0 GPM OR LESS FOR ENERGY CREDIT) KITCHEN SINK 1.75 GPM OR LESS FOR ENERGY CREDIT 9. INSULATE PIPING - ALL NON -RECIRCULATING HOT AND COLD WATER PIPES LOCATED IN UNCONDITIONED SPACE SHALL BE INSULATED TO R-4 MINIMUM. ELECTRICAL & MECHANICAL NOTES: 1. ALL ELECTRICAL WORK IS TO BE COMPLETED PER APPLICABLE CODES AND ORDINANCES. OBTAIN AND PAY FOR PERMITS. 2. ALL ELECTRICAL WORK IS TO BE BIDDER DESIGNED AND SHALL COMPLY WITH ALL APPLICABLE CODES INCLUDING BUT NOT LIMITED TO THE CODES REFERENCED IN ARCHITECTURAL GENERAL NOTE 30. 3. WIRING METHODS SHALL BE AS PERMITTED BY 'CODE' AND INSTALLATION PER "NECA' STANDARDS. 4. USE OF ALUMINUM WIRE IS LIMITED TO SIZE #4 AND LARGER. 5. ALL DEVICES TO BE SPECIFICATION GRADE. 6. ALL NEW ELECTRICAL PANELS OR LOAD CENTERS TO BE PROTECTED ON LINE SIDE BY CURRENT LIMITING FUSES. 7. ALL RECEPTACLES SHALL BE AT 15 INCHES FROM FINISHED FLOOR TO BOTTOM OF BOX UNLESS NOTED OTHERWISE. 8. ALL SWITCHES SHALL BE 42 INCHES FROM FINISHED FLOOR TO BOTTOM OF BOX UNLESS NOTED OTHERWISE. 9. LOCATE RECEPTACLES PER IRC SEC. E3801. 10. VERIFY ALL RECEPTACLES, SWITCH AND FIXTURE LOCATIONS WITH OWNER PRIOR TO INSTALLATION. 11. SMOKE DETECTORS - INSTALL SMOKE DETECTOR IN EACH HABITABLE ROOM AND ONE CENTRALLY LOCATED ON EACH FLOOR. INSTALL IN ROOMS WHERE THE CEILING HEIGHT CHANGE IS GREATER THAN 24". DETECTORS SHALL BE 110V HARDWIRED AND INTERCONNECTED WITH BATTERY BACKUP. IRC R314. 12. CARBON MONOXIDE ALARM - INSTALL PER IRC R315.1 AND WAC 51-50-0907. APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM AND ON EACH LEVEL. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH UL 2034 AND SHALL BE INSTALLED IN ACCORDANCE WITH CODE AND MANUFACTURES RECOMMENDATIONS. 13. ALL EXTERIOR LIGHTING TO BE SHIELDED AND DIRECTED AWAY FROM ADJACENT PROPERTIES. INTEGRATED WHOLE HOUSE VENTILATION SYSTEM IRC M1507.3 WHOLE HOUSE MECHANICAL VENTILATION SYSTEM: WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS M1507.3.1 THROUGH M1507.3.3 14. M1507.1 GENERAL: LOCAL EXHAUST AND MECHANICAL VENTILATION SYSTEMS AND EQUIPMENT SHALL BE DESIGNED IN ACCORDANCE WITH THIS SECTION. 15. M1507.3.2 CONTROL & OPERATION: CONTROLS FOR ALL VENTILATION SYSTEMS SHALL BE READILY ACCESSIBLE BY THE OCCUPANT. 16. M1507.3.2.1 OPERATING INSTRUCTIONS: INSTALLERS SHALL PROVIDE THE MANUFACTURER'S INSTALLATION, OPERATING INSTRUCTIONS. 17. M1506.1 DUCTS. WHERE EXHAUST DUCT CONSTRUCTION IS NOT SPECIFIED IN THIS CHAPTER, CONSTRUCTION SHALL COMPLY WITH CHAPTER 16. 18. M1506.2 EXHAUST OPENINGS. AIR EXHAUST OPENINGS SHALL TERMINATE NOT LESS THAN 3 FEET (914MM) FROM PROPERTY LINES; 3 FEET (914) FROM OPERABLE AND NON OPERABLE OPENINGS INTO THE BUILDING AND 10 FEET (3048 MM) FROM MECHANICAL AIR INTAKES EXCEPT WHERE THE OPENING IS LOCATED 3 FEET (914) ABOVE THE AIR INTAKE. OPENINGS SHALL COMPLY WITH SECTIONS R303.5.2 AND R303.6. APPROVED BY PLANNING Apr 24 2020 ADDITIONAL TYPICAL LIVING LEVEL SPECIFIC NOTES: * ALL INTERIOR WALLS TO BE 2X4 @ 16" O.C. (U.N.O.) * ALL EXTERIOR WALLS TO BE 2X6 @16" O.C. (U.N.O.) * HEADERS PER STRUCTURAL ® 6'-8" A.F.F. (U.N.O.) * WINDOW SIZES ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT. * DOOR SIZES NOTED ARE SLABS NOT ROUGH OPENINGS * PROVIDE FIREBLOCKING AT ALL PLUMBING OPENINGS. * PROVIDE SOLID BLOCKING OVER SUPPORTS. J * WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF CONCEALED SPACE DOES NOT EXCEED 1000 SF. J DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND SHALL BE OF 1/2" GYP BOARD OR OTHER APPROVED MATERIALS INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS PER IRC 502.12. * PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE WHEN A u) DIFFERENT UNIT OCCUPIES SUCH SPACE. FIREBLOCKING SHALL CONSIST OF NOT LESS THAN 2" NOMINAL LUMBER OR W OTHER APPROVED MATERIAL. IRC 602.8 ADDITIONAL TYPICAL ROOF SPECIFIC NOTES: w ui * SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS. * PROVIDE SOLID BLOCKING OVER SUPPORTS. * DS = DOWNSPOUT (4" SOLID PIPE TIGHTLINED INDEPENDENT OF FOOTING DRAIN). * ALL MANUFACTURED TRUSSES: SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION. SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFICATIONS. SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS. 14 * FLASHINGS SHALL BE INSTALLED IN SUCH A MANNER AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. METAL FLASHING SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN .0019 INCH. IRC 903.2 © GREENWALK DESIGNS LLC. i'�����'d:��'.L��:�ill��s'l ... �L�1Kr7i•�iP►��iPL:��L:7��ri��:�J:;<iI�I ,��1_���:��il�4�l1�Y��i; to z LESS THAN THE THICKNESS OF THE PARAPET WALL. W4 REGIS'1iERF-D * WHERE ROOF DRAINS ARE REQUIRED, OVERFLOW DRAINS HAVING THE SAME SIZE AS THE ROOF DRAINS SHALL BE AR T INSTALLED PER IRC 903.4.1 & THE INTERNATIONAL PLUMBING CODE. FRAMING (SITE -SPECIFIC STRUCTURAL ENGINEERING SHALL GOVERN): sTr:VEN A, 8RN1- STATE DF WASKlNC"T 'V 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, NOTES, SPECIFICATIONS, AND ALL APPLICABLE CODES AND ORDINANCES. 2. ALL FRAME CONSTRUCTION SHALL CONFORM TO MINIMUM STANDARDS OF IRC. FASTENING REQUIREMENTS TO BE IN ACCORDANCE WITH CODE. SEE STRUCTURAL DRAWINGS STRUCTURAL NOTES, AND SPECIFICATIONS FOR ANY OTHER NOTES THAT MAY RELATE SPECIFICALLY TO GRADES AND SIZING OF ALL FRAMING MEMBER. 3. COLUMNS AND POSTS LOCATED ON CONCRETE OR MASONRY FLOORS OR DECKS EXPOSED TO THE WEATHER OR TO WATER SPLASH OR IN BASEMENTS AND WHICH SUPPORT PERMANENT STRUCTURES SHALL BE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING ABOVE FLOORS UNLESS APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD IS USED. THE PEDESTALS SHALL PROJECT AT LEAST 6 INCHES ABOVE EXPOSED EARTH AND AT LEAST 1 INCH ABOVE SUCH FLOORS. PER IBC PENETRATIONS, SOFFITS, DROP & COVE CEILINGS WOOD/EARTH SEPERATION PER R317 4. WHERE INSTALLATION INCLUDES MANUFACTURED PRODUCTS, COMPLY WITH THE MANUFACTURER'S APPLICABLE INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION. VERIFY ROUGH -IN DIMENSIONS FOR EQUIPMENT AND PROVIDE BUCK -OUTS, BACKING AND JACKS AS REQUIRED. ui 5. ALL GUARDRAILS PER R312 TO BE 36" HIGH MINIMUM FROM FINISHED FLOOR LINE. OPENINGS IN RAILING ASSEMBLIES ARE NOT TO EXCEED 4" IN ONE DIRECTION. GUARDRAILS AND HANDRAILS TO WITHSTAND A 200 LB/SF CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. GUARDRAIL IN -FILL ((� COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIES NORMAL LOAD OF 50 LBS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. HANDRAILS w O Go TO BE BETWEEN 12" DIA. AND 2" DIA. WITH CLEARANCE OF 12" BETWEEN RAIL AND WALL SURFACE. MOUNT 10 ca 0) BETWEEN 34" AND 38" OFF STAIR NOSING. Z'o 5- Q 6. DECKING: ALL WOOD EXPOSED TO WEATHER, SUCH AS WOOD USED FOR DECK FRAMING INCLUDING DECKING, RAILINGS, JOISTS, BEAMS, AND POSTS SHALL BE PRESSURE TREATED OR OF WOOD WITH NATURAL RESISTANCE TO DECAY. cr U-) ca 7. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO FACE OF STUDS, FACE OF FOUNDATION WALLS, CENTERLINE OF r 0 COLUMNS, CENTERLINE OF DOORS AND WINDOWS. WHEN EXTERIOR WALLS ARE DIMENSIONED AS 6", THEY w L Z INCLUDE 2" SHEATHING OVER 2X6 STUDS ® 16" OC. C O � 8. INTERIOR PARTITIONS - ALL INTERIOR WALLS TO BE 2X4 AT 16" O.C. (2X6 AT PLUMBING WALLS) WITH 2" GWB O 0 EACH SIDE OF WALL.. "' O w 9. EXTERIOR WALLS - ALL EXTERIOR WALLS TO BE 2X6 AT 16" O.C. WITH SIDING OVER MOISTURE BARRIER ON PLYWOOD SHEATHING OR OSB AT INFILL LOCATIONS AND EXISTING SIDING AT REMAINDER, R-21 BLANKET M INSULATION AND VAPOR BARRIER UNDER 2" GWB INTERIOR FINISH. 10. SOLID BLOCKING - PROVIDE SOLID BLOCKING OVER ALL SUPPORT STRUCTURES. 11. MOISTURE BARRIER (AIR BARRIER) - AIR BARRIER SHALL BE KEPT FREE FROM HOLES OR BREAKS, WEIGHTING NOT LESS THAN 14 POUNDS PRE 100 SQUARE FEET AND COMPLYING WITH ASTM D226 OR OTHER APPROVED WEATHER RESISTANT MATERIAL SHALL BE APPLIED OVER SHEATHING OF ALL EXTERIOR WALLS. APPROVED ALTERNATE WEATHERPROOF MEMBRANE MAY BE USED FOR OPEN JOINT RAIN SCREEN SIDING. WEATHERPROOF MEMBRANES SHALL BE APPLIED HORIZONTALLY PER MANUFACTURERS RECOMMENDATIONS WITH UPPER LAYERS OVERLAPPING LOWER LAYERS A MINIMUM OF 2" AND NOT MORE THAN 6". IRC 703.2. 12. DRAFTSTOPS IN CONCEALED SPACES - PROVIDE DRAFTSTOPS IN ANY INTERSTITIAL SPACE OPENINGS OF FLOOR -CEILING ASSEMBLIES THAT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND SHALL BE OF 2" GWB OR OTHER APPROVED MATERIAL INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS. IRC 502.12. 13. METAL FLASHING - APPROVED CORROSION -RESISTANTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE BUILDING WALL CAVITIES OR O PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAME COMPONENTS. THE FLASHING SHALL EXTEND TO r- THE SURFACE OF THE EXTERIOR WALL SURFACE AND SHALL BE INSTALLED TO PREVENT WATER FROM ENTERING THE EXTERIOR WALL ENVELOPE. IT SHALL BE INSTALLED AT, BUT NOT LIMITED TO THE FOLLOWING LOCATIONS: O TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS. UNDER MASONRY, WOOD OR METAL COPINGS AND SILLS. W 0 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. W Z WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO THE WALL. AT WALL AND ROOF OR SOFFIT INTERSECTIONS. O U DRYWALL FINISH z w J O 1. PROVIDE 2" GYPSUM WALL BOARD FOR NON -RATED ASSEMBLIES AND $" TYPE "X" GYPSUM WALL BOARD FOR Q � 1-HOUR RATED ASSEMBLIES WITH ALL EXPOSED JOINTS AND FASTENER HEADS SMOOTH AND FLUSH WITH SURFACE OF BOARD. JOINTS TAPED AND PREPARED FOR APPLICATION OF FINISH. USE WATER-RESISTANT LLI O BOARD AT ALL WET AREAS TO 4'-0" AFF. z N LLJ 2. "RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD," LATEST EDITION, AS Ur O PUBLISHED BY THE GYPSUM ASSOCIATION (ALSO PUBLISHED AS ANSI 97.1 AND "USING GYPSUM BOARD AND O CEILING," LATEST EDITION). Lij N J O 3. WHEN GYPSUM BOARD IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET �_ COMPARTMENT WALLS, WATER RESISTANT GYPSUM BACKING BOARD SHALL BE USED PER IRC SECTION R702.4.2. N O T_ 07 W W Lu i LU U) 0 fy_ AC1 LL_ 3' 0" 4'-0" 0 0 A /2\ 0 /4\ /5\ GARAGE 2 x 10.5 = 21 2 x 20 = 40 1 x 15 SKYLIGHT WINDOWS OBSCURE SAFETY GLASS EGRESS EGRESS INTERIOR 2 x 8 = 16 1 rrii wintype GLAZING GLAZING - VERTICAL GLAZING - OVERHEAD GLAZING AREA SAFETY GLASS VINLY WINDOWS U=0.30 SKYLIGHTS U=0.50 DOUBLE - NFRC U = .24 MAX. (FOR ENERGY CREDIT) DOUBLE - NFRC U = .50 MAX. UNLIMITED PROVIDE TEMPERED SAFETY GLAZING PER SRC R308 IN ALL DOORS (TYP.) ALL WINDOWS WITHIN 18" OF FLOOR OR 24" FROM DOOR SHALL HAVE SAFETY GLASS. EGRESS WINDOWS NET CLEAR OPEN AERA = 5.7 SF MIN. MINIMUM CLEAR OPEN WIDTH = 20" MINIMUM CLEAR OPEN HEIGHT = 24" MAXIMUM SILL HEIGHT = 44" SCALE: 14"= 1'-0" NOTES PROVIDE 1 1 /2" 0 WD HANDRAIL © 36" A.F.T. (TYP.) MIN. 1/2" G.W.B. REQUIRED AT THE ENCLOSED & ACCESSIBLE UNDERSTAIR SPACE (ALL WALLS, SOFFITS AND UNDERSTAIR SURFACES IN THE ENCLOSED AND ACCESSIBLE SPACE). SMOKE DETECTORS A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH FLOOR. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24". SMOKE DETECTORS TO BE 110V HARDWIRED, INTERCONNECTED, WITH BATTERY BACKUP PER IRC CARBON MONOXIDE ALARM PER SRC R315.1 FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM AND ON EACH LEVEL OF THE DWELLING UNITS. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH UL 2034 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE 2015 SRC AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. FIRST FLOOR PLAN VENTILATION SCHEDULE WALL TYPES SEE 3/A2.2 100 CFM ON SWITCH MECHANICAL VENTILATING SYSTEMS IN BATHROOMS, LAUNDRY ROOMS AND SIMILAR �1 EXTERIOR WALL: 2x6 WOOD STUDS ®16" ON CENTER WITH GWB 50 CFM ON SWITCH ROOMS SHOULD EXHAUST DIRECTLY TO THE OVER VAPOR BARRIER AND RBLANKET INSULATION FROM FLOOR OUTSIDE. THE POINT OF DISCHARGE OF TO ROOF DECK. COVER INSULATION EXPOSED TO ATTIC OR INTERSTITIAL SPACE WITH VAPOR BARRIER. FIBER CEMENT SIDING 90 CFM ON CONTINUOUS EXHAUST AIR SHALL BE AT LEAST THREE OVER MOISTURE BARRIER ON Y2" PLYWOOD SHEATHING. —WHOLE HOUSE FAN FEET FROM ANY OPENING INTO THE BUILDING. WAC VIAQ 51-13 2A 2X4 WOOD STUDS AT 16"o.c. WITH GWB BOTH SIDES. INSTALL PLYWOOD ON WOOD STUDS WHERE REQUIRED PER STRUCTURAL. DRYER EXHAUST SIZED PER MANUFACTURER RECOMMENDATIONS AND INSTALL PER SRC M15606 (SEE AC2) 26 2x4 WOOD STUDS AT 16"o.c. WITH GWB BOTH. INSTALL PLYWOOD ON WOOD STUDS WHERE REQUIRED PER STRUCTURAL. WHOLE HOUSE FAN INTERIOR FURRED WALL: 2x6 WOOD STUDS ® 16" ON CENTER WITH — PROVIDE AT LEAT 4si OF NET FREE OPENING AREA (SEE AC2) GWB OVER VAPOR BARRIER AND R-21 BLANKET INSULATION. WHOLE HOUSE VENTILATION SHALL BE PROVIDED WITH A CONTINUOUSLY GENERAL NOTES: OPERATING EXHAUST FAN PER M1507 COVER ALL INSULATION EXPOSED TO ATTIC WITH VAPOR BARRIER SCRIM. SEAL ALL GWB EDGES AND PENETRATIONS AS REQUIRED TO ENSURE ACOUSTICAL PERFORMANCE OF WALL. ** SEE INTEGRATED WHOLE HOUSE VENTILATION SYSTEM NOTES, SHEET AT DOUBLE LAYERS OF GWB OFFSET JOINTS AND SCREW (NO ADHESIVE). SEAL AC1, FOR SIZING AND DETAILS. ALL GWB EDGES AND PENETRATIONS AS REQUIRED TO ENSURE FIRE AND SOUND RATING. J Q z w w ry C) J J E i W 0 © GREENWALK DESIGNS LLC. u, Z AR E 'rr:VE A. 8fikR E STATE OF �IAsKINGT M VI f z Q J O O LLLL U) LL W J H- H- W W U) A2 N O z N O Lu > ~ W 0 Iz .1 a NVITAIIIIIIIIIIIIIIIIIINUM �1 EXTERIO OVER V, TO R00 INTERST OVER M 2q 2X4 WO PLYW00 2B 2x4 W0, WOOD S ❑3 INTERIOf GWB OV GENERAL NOTES: COVER ALL INSULA ALL GWB EDGES AI PERFORMANCE OF AT DOUBLE LAYERS OF GWB OFFSET JOINTS AND SCREW (NO ADHESIVE). SEAL ALL GWB EDGES AND PENETRATIONS AS REQUIRED TO ENSURE FIRE AND SOUND RATING. RIM JOIST SIDIN( MOISTURE BARI Y2" PLYWOOD � AT WALL INFILL SILL I Ll1 1 L JEATHING C. W/ �POR �1 EXTERIOR WALL WALL TYPES GWB 2x TOP PLATES GWB GWB BOTH SIDES WOOD STUDS 16" O.C. CONC. WALL PROVIDE 2x BLOCKING WHERE REQUIRED FOR MOUNTING EQUIPMENT AND SUSPENDED CEILINGS SHEATHING WHERE REQUIRED BY STRUCTURAL ACOUSTICAL SEALANT FLOOR 2A INTERIOR WALL 2x4 WOOD STUDS ® 16" O.C. (26 @ PLUMBING WALL) W/ GWB BOTH SIDES 2B INTERIOR WALL 2x6 WOOD STUDS © 16" O.C. W/ GWB BOTH SIDES IA2-2 SCALE: 1 1 /2"= 1'-0" I \■ SECOND FLOOR PLAN �3 INTERIOR FURRED WALL A'-r)" of-g" 1 1 SCALE: 1 /4"= 1'-O" BATT INSUL. 2 a 2x6 WOOD STUDS Ca?a` 24"o.c. SEE FLOOR PLAN FOR LOCATION - FIRE STOP ® 8'-0" O.C. MAX J J J 0 �G.W.B. 0 2x6 WOOD STUD STUD FURRING w 24" O.C. W/ R-21 INSUL. L a W GWB Lu Lu m FLOOR SLAB u a W © GREENWALK DESIGNS LLC. i4 Fl€€3 ARiTER D M A. BARNS STAB OF IA I i TU' w U Z N Lu 0 ca� T Q LI,J o'00 0 0 (o 0 w O Ir- Z O Q O z D:f a U O � Q C/) LLJ O LL-w n 0 0 Z Q J Q LLJ Q C/) C/) O L L] � O ~ N O W r U) W W - i LLJ U) 0 ly- EXISTING CHIMNE EXISTING METAL GUTTER & CEDAI FASCIA EXISTING WIND( WOOD TRIM EXISTING BEVEL SIDING Q w w Q ry CD 0 0 N Lc-) \ 0 �ni i nvv f F\VIV 1 PORCH ------ I I EXISTING FOOTING SOUTH ELEVATION ELEV SCALE: 1 /4"= 1'-0" EXISTING FOOTING WEST ELEVATION ELEV SCALE: 1 /4"= 1'-0" --J FOOTING NUKum z O c z O Lo w z c N m u . Z J 0< aw © GREENWALK DESIGNS LLC. IFEVEN EGISTERED R CT A. BARNES iNASHINGT0'-'l ELEVATION NOTES A. VERIFY SHEAR WALL NAILING & HOLDDOWNS PER STRUCTURAL PLANS PRIOR TO SIDING. w B. CAULK ALL EXTERIOR JOINTS AND PENETRATIONS. C. PROVIDE APPROVED CORROSION RESISTANT FLASHING (PREFINISHED). z cmD. PROVIDE FLASHING AT ALL ROOF PENETRATIONS Lu PER IRC R903.2 & R903.2.1. . Go E. ALL WOOD EXPOSED TO WEATHER SHALL BE Q Cn 4) PRESSURE TREATED, CEDAR OR OTHER APPROVED WEATHER RESISTANT WOOD SPECIES. Q F. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR w DOORS AND GARAGE INTERIOR DOOR. Co G. PROVIDE CONTINUOUS GUTTERS AND DOWNSPOUTS T 0 AS SHOWN. L Z H. LOCATION OF HOUSE ADDRESS TO BE PLAINLY Q VISIBLE AND LEGIBLE FROM THE STREET. O0 O I. CABLE RAILING SYSTEM ON DECKS SHALL BE 0 BIDDER DESIGN. O O w O O Z � O O ~Q z Lw CU I W Lw O ry ry O n ry LLJ X o W W 4 N O ~ r � LWL] Lu > = Q W c/) m ly- 0 N I c � L FOOTING NORTH ELEVATION ELEV SCALE: 1 /4"= 1'-0" OIL MAXIMUM HEIGHT 3, CONCRETE BOA BATTEN SIDING COMPOSITION SF BEVELED SIDING AVERAGE GRADE 31 EXISTING FOOTING Vill I" vvllll VwvvJ r,/ WOOD TRIM EAST ELEVATION EXISTING FOOTING EXISTING FOOTING ELEV SCALE: 1 /4"= 1'-0" DOOR W/ WOOD TRIM rye © GREENWALK DESIGNS LLC. IFEVEN EGI5TERED M CT A. BARNES iNASHjNIGiT 3's1 ELEVATION NOTES A. VERIFY SHEAR WALL NAILING & HOLDDOWNS PER STRUCTURAL PLANS PRIOR TO SIDING. w B. CAULK ALL EXTERIOR JOINTS AND PENETRATIONS. C. PROVIDE APPROVED CORROSION RESISTANT FLASHING (PREFINISHED). z PROVIDE FLASHING AT ALL ROOF PENETRATIONS w cmD. PER IRC R903.2 & R903.2.1. . Go E. ALL WOOD EXPOSED TO WEATHER SHALL BE Q Cn 4) PRESSURE TREATED, CEDAR OR OTHER APPROVED WEATHER RESISTANT WOOD SPECIES. Q F. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR w DOORS AND GARAGE INTERIOR DOOR. G. PROVIDE CONTINUOUS GUTTERS AND DOWNSPOUTS T co 0 AS SHOWN. w L Z H. LOCATION OF HOUSE ADDRESS TO BE PLAINLY O O VISIBLE AND LEGIBLE FROM THE STREET. O0 I. CABLE RAILING SYSTEM ON DECKS SHALL BE O (o 0 BIDDER DESIGN. O w m O O Z � O O ~Q z w U I W w O ry 01-0 O_ n LLJ o X i W O W 4 � O N O W W Lu i = Q W Cn m fy_ VG EXTERIOR DATION J Q U) z 0 0 Lw Q 7D U LL w 7> Q z c� z_ Q 0 a 0 N 0 0 L�J Q 0 0 GRADE EXISTI1vV7 FOUNDATION G/VJ 1IIVV — FOUNDATION 1 UV IL_VII V V `JLL/ I I VI V SEC SCALE: 1 /4"= 1'-0" EXISTING ROOF CONSTRUCTION EXISTING EXTERIOR W, EXISTING ROOF CONSTRUCTION i vvivvniiviv L R49 BLANKET INSUL. BEDROOM CONSTRUCTION EXISTING ROOF N. VENT SPACE CONSTRUCTION VENTED BLOCKING 8'-6» XTERIOR WALL r-21 EXISTING EXTERIOR WALL 7'-6 ` 6'—ill' EXISTING DECK L R49 BLANKET INSUL. BEDROOM EXISTING INTERIOR PARTITION BEDROOM /— EXISTING FLOOR CONST. R-30 BATT INSUL. EXISTING GWB CEILING GARAGE R49 BLANKET INSUL. 12 ROOF CONSTRUCTION �4 \ ////— 1" MIN. VENT SPACE GWB CEILING REMOVE EXISTING OVERHANG BEDROOM R-30 BATT INSUL. FLOOR CONST. \—(2) LAYERS GWB FOR 1 HR CEILING EXISTING EXTERIOR WALL REMOVE SIDING & INSTALL GWB /// GARAGE EXISTING FLOOR SLAB GRADE FLOOR SLAB � FOUNDATION FOUNDATION DRAIN EXISTING FOUNDATION DRAIN EXISTING FOUNDATION FOUNDATION 1 EXISTING GWB CEILING EXISTING INTERIOR PARTITION BATH EXISTING FLOOR CONST. SOUND INSUL. EXISTING GWB CEILING EXISTING KITCHEN EXISTING GWB CEILING EXTERIOR WALL EXISTING GUARDRAIL EXISTING FLOOR CONST. SOUND INSUL. FAMILY ROOM 0'-0" EXISTING PONY GWB CEILING WALL FURRED WALL R-21 FOUNDATION PLATE ---'- GRADE REC. ROOM CRAWL SPACE EXTERIOR WALL R-21 EXISTING REMOVE PORTION OF EXISTING NO SIDING FOUNDATION FOOTING WHERE REQUIRED FLOOR SLAB OVER VAPOR BARRIER —7'-6" MIN R-10 RIGID INSUL. l FOUNDATION f EXTEND THICKED SLAB EDGE UNDER DRAIN EXISTING FOOTING WHERE SLAB DROPS THICKENED SLAB EXISTING BELOW BOTTOM OF FOOTING EDGE FOUNDATION BUILDING SECTION 'SEC SCALE: 1 /4"= 1'-0" 2)SEcL R49 BLANKET INSUL. �12 4 / GWB CEILING REMOVE EXISTING OVERHANG BATH R-30 BATT INSUL. FLOOR CONST. (2) LAYERS GWB FOR 1 HR CEILING GARAGE EXISTING EXTERIOR WALL REMOVE SIDING & INSTALL GWB FLOOR SLAB FOUNDATION DRAIN SCALE: 1 /4"= 1'-0" ROOF CONSTRUCTION VENTED BLOCKING 16'-0 —WOOD FASCIA & METAL GUTTER EXTERIOR WALL R-21 7 EXTERIOR WALL R-21 —l'-1O of Ol— O \� FOUNDATION DRAIN FOUNDATION TYPICAL CONSTRUCTION NOTES 16'-0� 1 J WOOD FASCIA & METAL GUTTER EXTERIOR WALL r-21 7'-6� EXTERIOR WALL r-21 FOUNDATION DRAIN FLOOR SLAB: 4" CONCRETE SLAB —ON —GRADE WITH 6 X 6 W/2.9 WELDED WIRE FABRIC AT CENTERLINE OVER VAPOR BARRIER ON 4" WASHED GRAVEL. INTERIOR SLAB OVER 2" R-10 RIGID INSULATION WITH RADIANT HEATING SYSTEM. FOUNDATION DRAIN: 4" DIAMETER PERFORATED DRAIN SLOPED TO DRAIN AND BACKFILLED WITH WASHED GRAVEL. DAYLIGHT TO DRAIN. FOUNDATION: FOUNDATIONS PER STRUCTURAL FOUNDATION PLATE: 2x6 PRESSURE TREATED PLATE WITH 3/4" DIAMETER x 10" ANCHOR BOLTS with 1/4"00 PLATE WASHERS AT 48" O.C. EMBED 7" MINIMUM. TWO BOLTS PER PLATE, WITHIN 12" OF EACH END. FLOOR CONSTRUCTION: 3/4" T&G FLOOR SHEATHING ON FLOOR JOISTS @ 16" O.C. WITH CEILING BELOW. USE R-11 SOUND INSULATION BETWEEN FLOORS AND R-30 BLANKET INSULATION AT OVERHANGES. EXTERIOR WALL CONSTRUCTION: SIDING OVER MOISTURE BARRIER ON 1/2" PLYWOOD SHEATHING OR OSB ON 2X6's AT 16" O.C. WITH R-21 INSULATION AND VAPOR BARRIER W/ 1/2" GWB INTERIOR FINISH. INTERIOR PARTITION: 2x4 STUDS (EXCEPT 2x6 WHERE REQUIRED FOR PLUMBING) AT 16" O.C. WITH 1/2" GYPSUM WALLBOARD EACH SIDE. FURRED WALL CONSTRUCTION: 2X6's AT 16" O.C. WITH R-21 INSULATION AND VAPOR BARRIER W/ 1/2" GWB INTERIOR FINISH. SEE FLOOR PLANS FOR WALL TYPES. ROOF CONSTRUCTION: COMPOSITION SHINGLE ROOFING OVER UNDERLAYMENT ON 1/2" PLYWOOD SHEATHING OR OSB ON TRUSSES AT 24" O.0 WITH R-38 BLANKET INSULATION IN VAULTED CEILINGS & R-49 ELSEWHERE, VAPOR BARRIER & GWB INTERIOR FINISH. INTERIOR STAIR LANDING CONSTRUCTION: 3/4" T&G FLOOR SHEATHING ON FLOOR JOISTS @ 16" O.C. INTERIOR STAIR CONSTRUCTION: 5/4" TREADS ON 2X12 STRINGERS @ 16" o.c. GWB CEILING: 5/8" GWB ON UNDERSIDE OF ROOF FRAMING @ 24" O.C.. METAL GUTTER OVER WOOD FASCIA: 2x CEDAR OR EXTERIOR WOOD FASCIA AND CONTINUOUS METAL GUTTER. VENTED BLOCKING: PROVIDE (2) 3" DIAMETER VENT HOLES WITH METAL CAPS IN EACH PIECE OF BLOCKING. SEALING: EXTERIOR JOINTS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR INFILTRATION. EXTERIOR SOFFIT: T&G PINE ON 2X SOFFIT FRAMING. DECK CONSTRUCTION: CEDAR DECKING ON PRESSURE TREATED 2X JOISTS @ 16" o.c. EXTERIOR STAIR CONSTRUCTION: CEDAR DECKING ON PRESSURE TREATED 2X12 STRINGERS @ 16" o.c. 2 a u a U Z- .........J J 0 U) tom[} w Ur W O < fi W Lu Lu Lu rv_r a C4 W © GREENWALK DESIGNS LLC. R€t3iSTEFi D v5- I 'A . m MN A. BARNES STATE OF WASKINGTU--' w U Z N 0 co S W L� cr U-) co W o0 0 00 O w O o Z o 0 Z U U W Cw C� 0 000-0 0 J_ D m cy) W I O N O r W 07 W W i LU U) 0 0� EXISTIN, CONSTR EXISTING EXTERIOR -011 EXISTING WALL GR EXISTIN FOUND) FOUND,,,,, ,. DRAIN BUILDING SECTION 'SEC SCALE: 1 /4"= 1'-0" EXISTING ROOF CONSTRUCTION L/\IJ 1 II`! V FOUNDATION EXISTING INTERIOR EXISTING ROOF EXISTING EXTERIOR WALL PARTITION CONSTRUCTION BEDROOM BATH EXISTING FLOOR CONST. EXISTING GWB SOUND INSUL. CEILING 6,-11" Q Y EXISTING GWB O_ EXISTING KITCHEN CEILING c� EXTERIOR WALL EXISTING GUARDRAIL Lw EXISTING FLOOR CONST. SOUND INSUL. FAMILY ROOM o'—o" EXISTING FLOOR CONST. % EXISTING PONY R-30 BATT INSUL. GWB CEILING LL WALL FURRED WALL R-21 L� FOUNDATION PLATE) Q GRADE REC. ROOM CRAWL SPACE z z EXISTING REMOVE PORTION OF EXISTING EXTERIOR WALL R-21 NO SIDING � FOUNDATION FOOTING WHERE REQUIRED FLOOR SLAB OVER VAPOR BARRIER rih -7'-6" MIN 0 R-10 RIGID INSUL. FOUNDATION EXTEND THICKED SLAB EDGE UNDER DRAIN EXISTING FOOTING WHERE SLAB DROPS THICKENED SLAB EXISTING FOUNDATION BELOW BOTTOM OF FOOTING EDGE 0 CD (T\�=. BUILDING SECTIONSECTIO o 'SEC SCALE: 1 /4"= 1'-0" STOR. 1" MIN. VENT SPACE VENTED BLOCKING WOOD FASCIA & METAL GUTTER EXTERIOR WALL R-21 R-30 BATT INSUL. ---FLOOR CONST. EXISTING EXTERIOR WALL REMOVE SIDING & INSTALL GWB FLOOR SLAB FOUNDATION DRAIN )NSTRUCTION 16'- 0� HOOD FASCIA & vETAL GUTTER RIOR WALL R-21 7'-6" IDATION DRAIN NDATION DnnC nnKlcT ... .....__ ..._... BUILDING SECTION 'SEC SCALE: 1 /4"= 1'-0" `21 r VVIVLJM 1IVIV DRAIN TYPICAL CONSTRUCTION NOTES 2 0 u a La 0 De s o Lq w Z J T CL W Lu Z2 © GREENWALK DESIGNS LLC. AEGISMIED lR cs�A.B RNETE F ASKINGTU--' FLOOR SLAB: 4" CONCRETE SLAB -ON -GRADE WITH 6 X 6 W/2.9 WELDED WIRE FABRIC AT CENTERLINE OVER VAPOR BARRIER ON 4" WASHED GRAVEL. INTERIOR SLAB OVER 2" R-10 RIGID INSULATION WITH RADIANT HEATING SYSTEM. FOUNDATION DRAIN: 4" DIAMETER PERFORATED DRAIN SLOPED TO DRAIN AND BACKFILLED WITH WASHED GRAVEL. DAYLIGHT TO DRAIN. FOUNDATION: FOUNDATIONS PER STRUCTURAL FOUNDATION PLATE: 2x6 PRESSURE TREATED PLATE WITH 3/4" DIAMETER x 10" ANCHOR BOLTS with 1/4"00 PLATE WASHERS AT 48" O.C. EMBED 7" MINIMUM. TWO BOLTS PER PLATE, WITHIN 12" OF EACH END. FLOOR CONSTRUCTION: 3/4" T&G FLOOR SHEATHING ON FLOOR JOISTS @ 16" O.C. WITH CEILING BELOW. USE R-11 SOUND INSULATION BETWEEN FLOORS AND R-30 BLANKET INSULATION AT OVERHANGES. EXTERIOR WALL CONSTRUCTION: SIDING OVER MOISTURE BARRIER ON 1/2" PLYWOOD SHEATHING OR OSB ON 2X6's AT 16" O.C. WITH R-21 INSULATION AND VAPOR BARRIER W/ 1/2" GWB INTERIOR FINISH. INTERIOR PARTITION: 2x4 STUDS (EXCEPT 2x6 WHERE REQUIRED FOR PLUMBING) AT 16" O.C. WITH 1/2" GYPSUM WALLBOARD EACH SIDE. FURRED WALL CONSTRUCTION: 2X6's AT 16" O.C. WITH R-21 INSULATION AND VAPOR BARRIER W/ 1/2" GWB INTERIOR FINISH. SEE FLOOR PLANS FOR WALL TYPES. z ROOF CONSTRUCTION: 0 COMPOSITION SHINGLE ROOFING OVER UNDERLAYMENT ON 1/2" PLYWOOD SHEATHING OR OSB ON TRUSSES AT 24" O.0 WITH R-38 BLANKET INSULATION IN VAULTED U CEILINGS & R-49 ELSEWHERE, VAPOR BARRIER & GWB INTERIOR FINISH. w INTERIOR STAIR LANDING CONSTRUCTION: W 3/4" T&G FLOOR SHEATHING ON FLOOR JOISTS @ 16" O.C. 0 INTERIOR STAIR CONSTRUCTION: z 5/4" TREADS ON 2X12 STRINGERS ® 16" o.c. — GWB CEILING: J 5/8" GWB ON UNDERSIDE OF ROOF FRAMING ® 24" O.C.. D METAL GUTTER OVER WOOD FASCIA: m 2x CEDAR OR EXTERIOR WOOD FASCIA AND CONTINUOUS METAL GUTTER. W VENTED BLOCKING: J PROVIDE (2) 3" DIAMETER VENT HOLES WITH METAL CAPS IN EACH PIECE OF BLOCKING. SEALING: W EXTERIOR JOINTS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO Lu LIMIT AIR INFILTRATION. _ EXTERIOR SOFFIT: Cn T&G PINE ON 2X SOFFIT FRAMING. DECK CONSTRUCTION: CEDAR DECKING ON PRESSURE TREATED 2X JOISTS ® 16" o.c. 0 Go cca v � Q j co r Q O Z coo 0 W O O T- O z U am WY O N 0 W ~ LU 0 0� EXTERIOR STAIR CONSTRUCTION: CEDAR DECKING ON PRESSURE TREATED 2X12 STRINGERS @ 16" o.c. A402 AIR BARRIER AND SELF ADHESIVE FLASHING PRODUCT INFORMATION LL 1 MANUFACTURER AND PRODUCT A. WrapShield SA by VaproShield LLC B. Henry's BlueskinVP 160 by Henry Company C. Or Equal 2.2 PRODUCT CHARACTERISTICS A. Air Permeance as tested per ASTM E2178 - PASS B. Water Vapor Permeance as tested per ASTM E96/A - minmum 20 perms C. Water Resistance, AATCC 127, 550 mm hydrostatic head for 5 hours: No leakage. 2.3 ACCESSORIES A. Sill Plate Gaskets made with closed cell foam and determined to be air barriers. Install under all sills. 1. Owens Corning Foam Seal-R 2. Or Equal B. Low Rise Medium Density Foam determined to be an air barrier. Install at areas indicated on plans and details. 1. CertaSpray Close Cell Foam by Certainteed 2. Or Equal C. Penetration Tape: manufacturer Os recommended tape/flashing for penetrations through air barrier. D. Sealant: manufacturer's recommended sealant to be used for a complete system installation. PART 3 - EXECUTION 3.1 SUBSTRATE PREPARATION A. Clean and prepare substrate according to manufacturer's written recommendations. Provide clean and dry substrate for breathable membrane application. 3.2 AIR BARRIER INSTALLATION A. General: Install air and water -resistive barrier in accordance with manufacturerOs instructions over exterior sheathing. Secure water -resistive barrier to substrate to prevent damage prior to installation of cladding. See detail 20/A10.2 for typical air barrier installation at all exterior walls. B. Air and water resistive barrier shall be consistent over the entire project. Contractor shall NOT use different products at varying locations. It is the general contractorOs responsibility to coordinate with all cladding sub contractors to ensure continuity of air & moisture barrier. C. Window and Louver Openings 1. Secure prefabricated sill pan and air barrier corners at sill of opening. 2. Install lap strip of air barrier across sill and secure with tape or mechanical fasteners, leaving bottom of lap strip free to overlap water -resistive barrier minimum of 6 inches (150 mm). 3. Install lap strip air barrier around jambs, extending along wall surface a minimum of 9 inches (230 mm). 4. Secure prefabricated air barrier corners at head of opening. 5. Install lap strip of air barrier across head of opening, extending horizontally beyond corners minimum of 6 inches (150 mm). D. Door Openings 1. Install air barrier lap strip around jambs, extending along wall surface a minimum of 9 inches (230 mm). 2. Secure prefabricated air barrier corners at head of opening. 3. Install lap strip of air barrier across head of opening, extending horizontally beyond corners minimum of 6 inches (150 mm). E. Pipe and Conduit Penetrations 1. Install manufactured penetration sleeves sized for penetration and installed as recommended by sleeve manufacturer. 2. Prepare air barrier skirt with minimum 12 inches (300 mm) of fabric on all sides at counter -flashed penetrations. Make multiple cuts to form a star -shaped opening in fabric and place over penetration. Extend skirt fabric along penetrating item and seal to penetrating item with single -sided tape. F. Air Barrier 1. Begin air barrier installation at bottom of wall, mechanically fastening air barrier at bottom and top at 24 inches (600 mm) o.c. Seal bottom edge of air barrier to substrate in continuous bead of non -skinning butyl sealant or butyl tape. 2. Install air and water -resistive barrier at overlapped lap strips and penetration skirts. Overlap at vertical laps minimum of 6 inches (150 mm) with taped joints or 12 inches (300 mm) without tape. Overlap at horizontal laps minimum of 6 inches (150 mm). Insert air barrier under bottom edge of lap strips and penetration skirts; do not tape bottom edge of skirts and lap strips. 3. Extend air and water -resistive barrier 6 inches (150 mm) over corners. 4. Shingle subsequent courses of air barrier. Do not place vertical laps above openings. 5. Use additional mechanical fasteners in field of sheet and tape joints if air barrier will be left exposed prior to installation of cladding. 2X8, WRAP TOP W/ - SELF-ADHESIVE FLASHING & LAP SHINGLE SIDEWALL UNDERLAYMENT 2 24GA. SS HEMMED C'FLSHG 6%4"x24GA. PREFINISHED HIGHWALL FLASHING - OVERBREAK FOR TIGHT FIT TO SHINGLES COMPOSITION SHINGLES G 2X8, WRAP TOP W/ - SELF-ADHESIVE FLASHING & LAP SHINGLE SIDEWALL UNDERLAYMENT 'ROF1727B SCALE: 3"= 1'-0" EXISTING METAL GUTTER EXISTING ROOF \SKYLIGHT EXISTIN �4:04STING METAL GU CHIMNEY �\Q \ GUTTER DETAIL �l I EXISTING RIDGE II II I 4:12 II I 2" CONTINUOUS 24GA PREFINISHED METAL GUTTER 18CA X 1y4" GALV STRAP ® 36"o.c. STAGGERED W/ BRACKET GUTTER BRACKET 3'-0"o.c. TO MATCH 'G01`1446A SCALE: 3"= 1'-0" 24GA. SS HEMMED C'FLSHG 6"x4"x24GA. PREFINISHED HIGHWALL FLASHING - OVERBREAK FOR TIGHT FIT TO SHINGLES COMPOSITION SHINGLES COMPOSITION � COMP. SHINGLE EDGE DETAILS EXISTING SKYLIGHT _ TAG' A6.1 x\�G 4:12 1 METAL GUTTER III L- I I I I W6 \ - - - - - - - - /---- -- 7 F-- __1 - CHIMNEY 2 \ A6.1 LOW I I \ II L__ \ �- - - I I I I I t III I ---7 i SKYLIGHTS IGHTS � I I L -JL� �- --II -- ---------- -------- o---I� �I 4:12 4:12 h I I I II I L- - - - - - L----- _-�--- --� ----- L COMPOSITION SHINGLES - .Z�Q A6.1 LOW EXITING ROOF \ \ I I I II T----�v / o T-I--�v I \ - - - 2 13, A6.1 LOW :12 A6.1 METAL GUTTER 4:12 EXISTING METAL GUTTER I � �Q � � IL S- Z �� W6 T I /W\6 �+ EXISTING ROOF \ \ L 8" STEP 1 STEP 4 EXISTING METAL GUTTER ROOF PLAN 8" CUT WATER RESISTANT BARRIER TO FIT INSIDE R.O. NAIL ALONG TOP. LET HANG LOOSE 8" ALL WR BARRIER R TOP WINDOW JGE STEP 5 FLASHING @ WINDOWS VENTILATION REQUIREMENTS 1 METAL GUTTER A6.1 ROOF - 1 SQ, FT, PER 150 SF OF ROOF AREA TO BE VENTED. PROVIDE (2) 2"0 VENTS PER JOIST SPACE LOW. A. USE CUNTINUOUS RIDGE VENT HIGH AND EAVE VENTING LOW. B. PROVIDE 1" MINIMUM AIR SPACE. INSTALL SELF ADHESIVE FLASHING IN OPENING W/ 'BUTTERFLY' PATCH INTO CORNERS EXIST. STUCCO CUT BACK, ROUGHENED & CHIPPED BACK TO EXPOSE MOISTURE BARRIER PAPER & LATH INSTALL WR BARRIER ALONG SIDES & BELOW WINDOW EXTENDING UNDER EXIST. STUCCO MOISTURE BARRIER AS FAR AS POSSIBLE ON SIDES & OVER EXIST. BARRIER @ BOTTOM SCALE: 1 /4"= 1'-0" STEP 6 t BARRIER ON TENDING INTO NDOW W/ FLANGES SET > TOP & SIDES. FASTEN .,ES @ SIDES ONLY. FLANGES W/ SELF SHING INSTALL HEAD FLASHING OVER TRIM AND STRIP -IN W/ SELF ADHESIVE FLASHING. INSTALL WR BARRIER EXTENDING UNDER EXIST. MOISTURE BARRIER ON TOP & SIDES 'Wfl1001,A SCALE: 1 /2"= 1'-0" © GREENWALK DESIGNS LLC. i4 REGISWRED 4Fi T EVEN A. BARNE STATE OF IA KI TU.Iq w U Z N LU 0 ca� LU T Q LI,J o Z Go 0 O Ln __J C/) Q O Q o o w C U Z LLI ry 01-0 121- Q L.� m O ry of Q L1J T_ I O N O L~LI r C/) LL 1 Lu > LJJ 0 0 0 0 N \ Lo 0 0 CODE International Building Code IBC (2015) STRUCTURALLOADS FLOOR LIVE LOADS: Typical = 40psf Balcony = 100 psf ROOF SNOW LOADS: Ground snow load, Pg = 25psf Roof snow load, Pr = 25psf WIND LOADS: Basic wind speed, V35= 11Omph Wind importance factor, IW = 1.00 Wind exposure: 'D' KZT= 1.00 EARTHQUAKE LOADS: Seismic occupancy category: II Seismic importance factor, IE = 1.00 Mapped accelerations, Ss = 1.31 S1 = 0.51 Site class = D Design accelerations, Sds = 0.88 Soi = 0.51 Seismic design category: D Seismic response modification factor, R=6.5 at wood SWS 3% at OCBF Seismic response Coefficient, Cs = 0.27 (ASD) at OCBF Design base shear 21.5K (ASD) at OCBF Basic seismic force resisting system: Wood shearwalls and ordinary concentric braced frames. FOUNDATIONS Maximum soil pressure 1,500 psf. Exterior footings shall bear V-6" (minimum) below finish grade. All footings to bear on firm undisturbed earth below organic, surface soils and shall be lowered if suitable soil is not found at elevations shown on drawings. Backfill to be thoroughly compacted per Specifications. Provide 2 #4 (minimum) continuous bottom of all walls and footings. CONCRETE MAX WATER/CEMENT RA T/O MINIMUM f'c NON -AIR- AIR -ENT SACKS/C.Y. REMARKS ENT Footings and foundations walls 2500 0.65 0.54 5 - 1/2* Slabs on grade: 3000 0.58 0.46 5-1/2 Note 1. Air -entraining agent (3% to 6%) to be used in all concrete flatwork exposed to weather. * Can be reduced 1/2 sack/cubic yard if not exposed to weather. REINFORCING STEEL ASTM A615 grade 60, Reinforcing steel details shall be prepared by an experienced detailer and conform to standard practice outlined in ACI Report 315. Field welding or tack welding of reinforcing bars is prohibited, except as approved by the Engineer. Reinforcing bars shall be lap spliced for tension unless noted otherwise on the drawings. Lap foundation reinforcing 32 diameters. Welded Wire Fabric to be ASTM Al85. Fabric to be supported on approved chairs. NOTE: Reinforcing steel not specifically shown shall be assumed typical as similar sections and details where reinforcing is shown. 3" Concrete poured against earth. 2" Formed concrete with earth backfill. 1 - 1/2" Beams and columns (stirrups, ties), outside face of walls exposed to weather, slabs on moisture barrier. 1" Walls, inside face. 3/4" Formed slabs. CONCRETE WALLS WALL REINFORCING (GRADE 601 THICKNESS HORIZONTAL VERTICAL 6" wall and under #4 at 16" o.c. #4 at 12" min. 8" wall #4 at 12" o.c. #4 at 15" min. Provide #3 hairpin bars with 12" legs at 6" o.c. (minimum) at head of all openings. Provide 2- #5 extra bars extending 25" (minimum) beyond corners at top, bottom, and each side of opening. Use 2 - #5 x 4' - 0" diagonals at each corner except for 6" walls use 1 - #5 diagonal at each corner. Extend horizontal wall steel to 2" from outside face and lap with elbow bars (30 diameters) of same size and spacing. Lap outside face only at corners. Wall stubs shall be same size and spacing as vertical steel. Provide 1' - 6" stubs at 18" o.c. where walls without vertical reinforcing are poured separate from footing. CONCRETE SLABS AND BEAMS Steel shall be rigidly supported using concrete blocks or chairs manufactured in accordance with C.R.S.I. standards. Use #4 raiser bar for all slabs. Where slab steel is parallel to a beam or wall provide #4 x 5' - 0" at 12" o.c. in top of slab across beam or wall. Where slab is on one side only, top elbow bars shall be #4 x 3'- 0" at 12" o.c. At openings over 18" square provide 2 bars same size as main steel extending 30 diameters past opening, at each side and diagonally at corners. Non structural slabs on grade to be 4" thick placed on gravel fill and reinforced with 6 x 6 W2.9 mesh. At the contractor's option, slabs -on -grade may be reinforced with polypropylene fibers in lieu of welded wire fabric; dosage per fiber manufacturer. Polypropylene fibers may not be used in lieu of welded wire fabric or reinforcing at elevated slabs or concrete slabs over metal deck. Polypropylene fibers may not be used in lieu of reinforcing bars. ANCHORAGE TO HARDENED CONCRETE Where expansion anchors are specified, use "Hilti Kwik Bolt TZ" (reference ICC Report ESR-191 T) Where epoxy anchors are specified, use "Hilti HIT -RE 500" or "Simpson SET" (reference ICC Report ESR-2322 and ESR- 2508). Where screw anchors are specified, use "Simpson Titen HD" (reference ICC report ESR-2713). Holes must be cleaned of dust and debris and be free of standing water when epoxy is installed. Special inspection of epoxy anchors is required. Do not cut any reinforcing bars to install anchors. Defective holes shall be filled solid with epoxy. For any substitutions to the above, the contractor shall submit to the Structural Engineer manufacturer's literature describing the anchors and listing ICC approved allowable shear and tension values. PLYWOOD OR OSB WEB JOISTS Joists shown on plans as "Red" shall be Red -I Joists (formerly TJI, Truss Joist) or equal. Joist assembly to be tested under IBC testing procedures. Complete joist designs bearing the stamp of a registered professional engineer to be submitted for review. Joist manufacturer shall provide all specialty items for a normal and complete installation of the joists. Alternate joist or truss system shall be tested. Results of load test on component parts, full scale tests on joists and an analysis of test results shall be submitted to the Architect for review. TIMBER Structural timber and lumber to be stress grade Hem -Fir or Douglas fir as follows USE SPECIES GRADE Fb 4 x beams Douglas Fir No. 2 900 psi 6 x beams Douglas Fir No. 1 1350 psi Post & timbers Douglas Fir No. 2 750 psi Exterior & bearing wall studs Douglas -Fir No. 2 900 psi Shear wall studs, plates, and blocking Douglas Fir No. 2 900 psi Roof joists, floor joists Douglas -Fir No. 2 900 psi Interior studs at non -bearing walls Hem -Fir Standard 550 psi All other lumber Hem -Fir Standard/Better --- Wood and wood based materials used in contact with soil, concrete or masonry, installed within 1" of concrete or masonry, or exposed to moisture either interior or exterior, shall be treated with an approved preservative per the "Preservative Treatment" section below. Solid blocking of not less than 2" nominal thickness shall be provided at ends and at all supports of ioists and rafters. Between supports provide blocking or bridqinq at 8' - 0" o.c. All sill plates at shear walls to be preservative treated Douglas -Fir #2. Sill plates shall have a moisture content of not greater than 19% before being covered with insulation, interior wall finish, floor covering or other material. All stud wall sill and top plate members shall be surface -dried (S-Dry) lumber (moisture content = 19% or less during framing). All studs and posts may be surface -green (S-Green) lumber (moisture content = 19% to 23% during framing) or S-Dry lumber. The moisture content of the framing shall be less than 12 % prior to installation of gypsum wallboard sheathing. WOOD CONNECTORS Sill bolts to be 3/4" diameter embedded 7" into the concrete. Maximum spacing of sill bolts shall be 48" o.c. At designated shearwalls sill bolt spacing shall be per the shear wall schedule. Use galvanized 3" x 3" x 1/4" plate washers, with holes no greater than 3/16" larger than the bolt diameter at all shearwall sill bolts. Provide a minimum of two bolts each piece. Provide one bolt at each end of each piece, not less than 6" and not more than 12" from the end. Bolt heads and nuts bearing against wood to be provided with malleable iron washers except on steel beam nailers use cut washers. Nailers to steel beams shall be attached with 5/8" bolts at 3' - 0" o.c. staggered. Nails shall conform to requirements of ASTM F 1667 and have a minimum bending strength of 90 ksi for shank diameters between .142" and .177". All wood -to -wood nailing shall be per IBC Table 2304.9.1. If plans and details specify 8d, 10d or 16d nails, they shall have the following properties: 8d = 0.131 " dia x 2-1/2" 1 Od = 0.148" dia x 3" 16d = 0.162" dia x 3-1/2" All substitutions shall have the written approval of the engineer of record prior to use. All fasteners and connectors in contact with preservative treated wood shall be hot -dipped galvanized steel with a G185 specification or type 304 & 316 stainless steel. Type 304 and 316 stainless steel should be used for all connectors and fasteners in contact with AZCA treated wood and some variations of ACQ treated woods. Hot -dipped galvanized steel should never come in contact with stainless steel. LIGHT METAL PLATE CONNECTED WOOD TRUSSES Shall be factory fabricated trusses. Design and fabrication shall conform to the requirements of the IBC and the Design Specifications for Light Metal Plate Connected Wood Trusses published by the Truss Plate Institute. Engineering design and shop drawings bearing the stamp of a professional engineer registered in the State of Washington and showing all details of construction required for a complete installation shall be submitted to the Architect for review. Shop drawings to include all permanent and temporary bridging and bracing required for the trusses; shop drawings not showing this will be rejected. STRUCTURAL GLUED -LAMINATED LUMBER Shall be fabricated to the requirements of Product Standard PS 56. Lumber shall be visually graded western species, combination 24F-V4 for simple beams, 24F-V8 for cantilever beams, combination 2 for columns, and combination 5 for truss members per 2005 NDS Supplement, Table 5A (beams) and 5B (columns). Laminated members to be AITC certified. Use waterproof glue. LAMINATED VENEER LUMBER (LVL) LVL shown on plans to be Trus Joist MacMillans' MicrollamT"' or approved equal. LVL material shall be of Western species. Modulus of Elasticity (E) shall be 1,900 ksi minimum, with corresponding base Fb = 2,600 psi for thicknesses up to 1-3/4" and 2345 psi for thicknesses greater than or equal to 1-7/8" (not including size & repetitive member factors per report ER-4979; load applied parallel to wide face of strand) and F = 285 psi. LVL assembly to be tested under IBC testing procedures. LVL manufacturer shall provide all specialty items for a normal and complete installation of the members. All LVL's other than Microllam shall have ICC approvals submitted to the Architect for review. PLYWOOD/ OSB Plywood/OSB roof, floor and wall sheathing to be APA rated C-D Exposure 1 per APA "Plywood Design Specification" (Y510). Maximum fastener spacing shall be 6" o.c. at all supported panel edges, and 12" o.c. at intermediate supports. 'asteners into wood members shall be 1Od nails per the "wood connectors" section. Stagger end laps at roof and floor sheathing. All panel edges to be blocked at shear walls. Support shall be supplied to all plywood edges with plyclips, blocking, tongue and groove plywood joints or other approved methods per APA recommendation. Plyclips are not allowed for floor sheathing. PRESERVATIVE TREATMENT All lumber, timber, plywood, glue -laminated and other composite lumber that is in contact with concrete or masonry or exposed to weather shall be preservative treated in accordance with current American Wood -Preservers' Association (AWPA) Preservative (P) standards. These members shall be treated with an approved preservative in accordance with current AWPA Commodity (C) Standards and the AWPA Use Category System (UCS). Wherever possible, precut all material before treatment. Handle treated lumber in accordance with AWPA M4 standards. Field cuts, holes (such as anchor bolt holes in treated sill plates) and penetration damage shall be treated in accordance with the current AWPA M4 standards. The most commonly available preservative meeting the requirements of Standard M4 is a Copper Naphthenate solution containing at least 2% copper. Certain DAP, WM Barr, Cuprinol, Behr, Green's, Jasco, Henry and Fields preservative products contain this metal content. All fasteners and connectors in contact with preservative treated wood shall be hot -dipped galvanized or type stainless steel. See the "Wood Connectors" section. SCOPE OF STRUCTURAL ENGINEERING SERVICES The Structural Engineer has performed the structural design and prepared the structural working drawings for this project. The construction must be performed in strict accordance with the structural drawings. Any deviation from the drawings must be approved in writing by the Structural Engineer. Errors and/or omissions found on the structural drawings must be brought to the Structural Engineer's attention immediately. Architectural drawings are the prime contract drawings. Structural drawings shall be used in conjunction with Architectural drawings. Primary structural elements are dimensioned on the Structural plans and details. The General Contractor shall verify and coordinate dimensions among all drawings. Any discrepancies, contradictions, or omissions shall be reported to the Architect for resolution prior to proceeding with work or fabrication of the item(s) in question. The Structural Engineer is responsible for the design of the primary structural system, except for any components noted above. Responsibility for any secondary structural and non-structural systems not shown on the structural plans rests with someone other than the Structural Engineer. The structure shown on these drawings is structurally sound only in its completed form. The Contractor shall provide all necessary bracing to stabilize the building during construction. The Structural Engineer is not responsible for, and will not have control of, construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the construction work, nor will he be responsible for the Contractor's failure to carry out the construction work in accordance with the contract documents. Field measurements and the verification of field dimensions are not part of the Structural Engineer's responsibility. The Contractor must check all (assumed) existing conditions shown on these drawings for accuracy and notify the Structural Engineer of any discrepancies. Omissions from the drawings or specifications or the inadvertent mislabeling of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or inadvertent mislabeled details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications. SPECIAL INSPECTIONS - GENERAL Special Inspector provide special inspections with the type and frequency noted below. Special Inspector to provide reports weekly to: 1. The Owner 2. The Architect 3. The Structural Engineer 4. The Contractor SPECIAL INSPECTIONS — CONCRETE CONSTRUCTION ELEMENT: Bolts in Concrete, including embedded bolts, and expansion and epoxy type anchors. PERIOD: Continuous Special Inspection: Special Inspector verify size, grade, and embedment of bolt prior to pouring concrete. Verify hole is correct depth and clean for epoxy and expansion type anchors. SPECIAL INSPECTIONS — WOOD CONSTRUCTION ELEMENT: Shear wall hold-downs to footings PERIOD: Periodic Special Inspection on all hold-downs. Prior to completion, special inspector to verify: hold-down is present, in the correct location, is the correct size, and has the correct attachment. Special Inspector to verify that hold-down post is correct size, and verify that plywood panel is connected to hold-down with correct edge nailing. (2) #4 CONT. 0 TOP 4" CONCRETE SLAB OVER 20 MIL VAPOR BARRIER ,N a i • AND 4" WASHED ROCK. Q > xo a x a m o °T0O Oo° 0 0 00 0 o a g 4 0 0�1�o ° iPl° IIIIII—III �o , 0 ao a • (2)#4 BARS CONT. ® BOT. 01 5" 8" 5" 10 1'-6" SIMPSON " EACH SIDE _... _... _...., SIDING 2x6 PT. SILL PLATE W/ 3/4"x10" A.B. 0 4'-0" O.C. & 12" FROM ENDS, MIN. 7" EMBEDMENT OR AS REQUIRED BY SHEAR WALL SCHEDULE PANEL EDGE NAILING TIGHTLINE STORM DRAIN z a #4 ® 12" O.C. VERT :2 W/ ALT. STD 90° o ;o HOOK #4 @ 16" O.C. -� HORZ 0 00 o. 0 o �0Oo 0 o 0o co O C0 FND. DRAIN WOOD FLOOR OR ROOF BEAM IOOD POST PER LAN SIMPSON CBSQ POST BASE EMBEDED IN FOOTING (OR PER PLAN) FIN GRADE a o a o a 77 / CONC. FOOTING PER PLAN AND FOOTING SCHEDULE TYP. POST TO BEAM/FOOTING DETAIL S202SCALE:i = ,.-o. 4" CONCRETE SLAB 20 MIL VAPOR BARRIER OVER 4" WASHED ROCK. 0 x X, x o PLYWOOD SHEATHING AND PANEL EDGE NAILING PER SHEAR WALL SCHEDULE 2x6 PT. SILL PLATE W/ 1 /2"x9" A.B. 4'-0" O.C. & 12" FROM ENDS, MIN. 5" EMBEDMENT (2) #4 CONT. 1 THICKENED SLAB EDGE DETAIL 'FDDETT SCALE: 1 "= 1'-0" 2 0 U U u� z 0 N 0 o, U `" z Q N m w ZJ O2 a- w Z Lo N Q U 0 C") w J co Q N LU CID © GREENWALK DESIGNS LLC. SW REGISTERED /� AR CT G -_ STEVEN A. 9AR'NES STATE OF tASH)i�tC T O t1 N Go co 0) � Q rLn Q O Z (30 0 Q W C) Cn T_ r— C) J CD LLJIr— < O ; o z 0 Z z Q O W = Q O U 0 =D Z F- O O Cn Li 4 J O co Z N O W W w I— i LU U) 0 0� S1 SIMPSON MST148 STRAP TIE 7D N cn can a 7D ry w FLOOR EDGE NAILING PLYWOOD SHEATHING AND PANEL EDGE NAILING PER SHEAR WALL SCHEDULE BOTTOM PLATE NAILING PER SHEAR 3/4" T&G PLYWOOD WALL SCHEDULE SHEATHING OR EXISTING SHIP LAP SHEATHING FLOOR JOISTS PER PLAN. PERPENDICULAR JOISTS AT SIM. SIMPSON A35 CLIP PER SHEAR WALL SCHEDULE FLOOR EDGE DETAIL FLOOR JOIST PER PLAN - JOIST HANGER PER JOIST HANGER SCHEDULE (2) 2X6 SOLID 2X BLOCKING RIM JOIST a a as 4 SCALE: 3/4"= 1'-0" 16d NAILS @ 6" O.C. STAGGERED T&G PLYWOOD I SCALE: 3/4"= 1'-0" SIMPSON "HDU" PER PLAN WOOD SHEAR WALL TREATE BOTTOM PLATE THREADED ROD II SILL PLATE II II 4 ^n 4� 4. a a a a a 4 4 Q a a CONC. STEM WALL 3 I IULU— Fdn—gold 2 END OR CHANGE OF DIRECTION 0F7_\ WALL (2) 2X STUDS MIN.----- 6X6 WOOD POST @ HDU14 LOCATIONS TRIMMERS AS REQ'D PROVIDE SHEAR WALL EDGE NAILING TO HOLDOWN STUDS 5/8"0 A. BOLT FOR HDU2 - & HDU4 1 "0 A. BOLT FOR HDU14 CV ZD � _ a o a r- X . T 1'-O" MAX. _ "SIMPSON" HDU TYPE HOLDOWN SEE FOUNDATION PLAN FOR SIZE AND LOCATIONS WOOD SHEAR WALL TREATED BOTTOM PLATE 3/4"0 A. BOLTS SEE SHEAR WALL SCHEDULE FOR SPACING ° 4 Q ° 4 4 4 4 4 CONC. STEM WALL TYP. HOLD-DOWN DETAIL 'I dr ro d SCALE: 1 "= V-0" WALL STUDS @ 1 " O.C. -/ (2) FULL HEI STUDS TYP. 2 ROWS (20) 16d COM. NAILS @ 24" O.C. (40 NAILS TOTAL) ALIGN T P PLATE SPLICE STUD B LOW OR ABOVE W LL STUDS @ 16" EDGE NAILING SEE SHEARWALL SCHED WALL ZZBEAM PER PLAN SIMPSON ECCQ5-6 SD2.5 @ 5j" GLB WOOD COLUMN PER PLAN JOIST HANGER SCHEDULE FRAMING MEMBER SIMPSON JOIST HANGER 2X8 JB28 2X8 JB28 2X10 JB210 SHEARWALL SCHEDULE LABEL APA RATED SHEATHING (1) (2) (4) (12) (13) NAIL SIZE & SPACING AT EDGES (4) (5) STUD & BLKG SIZE AT ADJOINING EDGES (3) (6) (14) RIM JOIST OR BLOCK CONN TO TOP PLATE (7) (8) 2x BOTTOM PLATE ATTACHMENT SILL PLATE ATTACHMENT ALLOWABLE SHEAR CAPACITY SEISMIC ANCHOR BOLT TO CONC BELOW (10) (15) SILL PLATE SIZE AT FOUNDATION (11) AILING TO WOOD BELOW (9) W6 15/32" ONE SIDE 0.148" DIA x 3" AT 6" OC 2x CLIP AT 16" OC .162" DIA x 3 1/2" AT 8" OC 3/4" DIA AT 48" OC 2x 310 PLF W3 15/32" ONE SIDE 0.148" DIA x 3" AT 3" OC 3x CLIP AT 8" OC .162" DIA x 3 1/2" AT 3" OC 3/4" DIA AT 16"OC 2x 600 PLF 2W2 15/32" TWO SIDES 0.148" DIA x 3" AT 2" OC 3x CLIP AT 6" OC 2 ROWS .162" DIA AT 2" O 3/4" DIA AT 12"OC 3x 1,540 PLF (ALL FASTENER SPACING ARE FOR USE W/ DOUGLAS FIR MATERIAL) NOTES: 1. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. 2. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS SHALL BE STAGGERED SO THAT JOINTS ON OPPOSITE SIDES OF THE WALL ARE NOT LOCATED ON THE SAME STUDS. 3. BLOCKING IS REQUIRED AT ALL PANEL EDGES. 4. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY EXTERIOR OF THE BUILDING, CORRIDORS, WINDOWS OR DOORWAYS OR AS DESIGNATED ON PLANS. SEE PLANS FOR HOLDOWN REQUIREMENTS. (ALTERNATE NOTE: WALLS DESIGNATED AS PERFORATED SHEARWALLS REQUIRE SHEATHING ABOVE AND BELOW ALL OPENINGS). 5. SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLDOWNS POSTS. REFER TO THE HOLDOWN DETAILS FOR ADDITIONAL INFORMATION. 6. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 12" OC (SEE 1/S10.1). 7. BASED ON 0.131" DIA x 1 1/2" LONG NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131" DIA x 21/2" NAILS WHERE INSTALLED OVER SHEATHING. 8. FRAMING CLIPS: A35 OR LTP5 OR APPROVED EQUIVALENT. 9. WHERE PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM OR EQUAL. ATTACH PER DETAILS. 10. ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHERS 3" x 3" x 1/4". EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE. 11. PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT -DIPPED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS (SEE GENERAL NOTES FOR REQUIRED GALVANIZING THICKNESS). 12. APA RATED ORIENTED STRAND -BOARD (OSB) SHEATHING OF THE SAME THICKNESS MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED THAT ALL STUDS ARE SPACED AT 16" OC OR CLOSER. 13. WHERE WOOD SHEATHING (W) IS APPLIED OVER GYPSUM SHEATHING, CONTACT THE ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS. 14. AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF A SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING. 15. ALL SILL PLATE ANCHOR BOLTS SHALL BE CAST -IN -PLACE EXCEPT WHERE NOTED OTHERWISE ON PLAN & DETAILS. ADHESIVE OR EXPANSION ANCHORS MAY NOT BE USED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. (SPECIAL INSPECTION WILL BE REQUIRED). I----------------------------- I FIRST FLOOR FRAMING - FOUNDATION PLAN SCALE: 1 /4"= 1'-O" 4" X 1'4" X 8" 2) #4 EA WAY JED SLAB T 2 O U z O � U � J J 0,00 z z � z n C.. ` ^ v J0 Lu J Lu O Lu z Lu LLI zN Lu Q co / n co� v r� W 04 © GREENWALK DESIGNS LLC. �4 REGISTERED qR CT EVEN A. BARNES STATE OF 3NASHINGTON W Z N Lu 0 ca m Lu 1..� T co LI,J U-)0 Z 000 0 w 06 Z O r- z O � LL Q a O Z 0� Z U 00 j LL_ Q Q U 1 LL Z 0 Q w04 O LL LL O J O cl O LL] U w> o � S2 SHEAR WALL PLYWOOD SHEATHING DIAPHRAGM BOUNDARY NAILING —\ PANEL EDGE NAII WOOD SHEAR W� PLANS AND SHE SCHEDULE PLYV WITH PERF PARS U T 0 0 N Ln 0 0 RAKE DETAIL 2X6 OUTRIGGER QN 48" O.C. W/ INVERTED SIMPSON LUS26 LJ n nl/'r D 4X BLOCKING ® 32" O.C. W/ SIMPSON TS12 TWIST STRAP, CENTER BLOCKING ON TWIST STRAP SCALE: 3/491= 1'-0" LVVL llmlL_IIYV .ALL ljlll ILVIJLL (ALL PANEL EDGES ALONG SHEARWALL SHEAR WALL) 1 'shearwd SCALE: N.T.S. FLOOR & FRAMING NOTES 1. FLOOR DIAPHRAGM & NAILING CALLOUTS SEE STRUCTURAL NOTES SHEET S1. PLACE LONG DIRECTION OF ALL PLYWOOD SHEETS PERPENDICULAR TO JOIST DIRECTION. USE 3/4" T&G PLYWOOD, GLUED & NAILED. 2. ROOF DIAPHRAGM TO BE 1/2" CDX PLYWD APPLIED DIRECTLY TO TRUSSES/RAFTERS. PLACE LONG DIRECTION OF PLYWD PERPENDICULAR TO TRUSS/RAFTER DIRECTION. FOR NAILING CALLOUTS, SEE GENERAL NOTES SHEET S1. 3. PROVIDE MINIMUM (2) 2 X _ BEARING STUDS AT EACH END OF BEAM OR HEADER THAT ARE 4X10 OR LARGER UNLESS NOTED OTHERWISE (U.N.0.). 4. ALL BEAMS/HEADERS SHALL BE MINIMUM 4 X 8 U.N.O. 5. ALL EXTERIOR WALL STUDS SHALL BE 2X6 ® 16" O.C.(SEE GENERAL NOTES FOR SPECIES). ALL INTERIOR BEARING AND/OR SHEAR WALLS SHALL BE 2X4 @ 16" O.C. (EXCEPT PLUMBING WALLS SHALL BE 2X6). ALL INTERIOR WALLS OVER 14'-0" SHALL BE 2X6 ® 16" O.C. 6. ADENOTES A WOOD -FRAMED SHEAR WALL. SEE SHEAR WALL SCHEDULE ON S4. 7. SEE THE GENERAL STRUCTURAL NOTES ON SHEET S1 FOR ADDITIONAL INFORMATION. 8. HDUX DENOTES A SIMPSON HOLD-DOWN SEE HOLD-DOWN DETAILS 1/S1 & 4/S3. HOLD-DOWNS ARE TO ALIGN WITH ENDS OF SHEAR WALL PIERS ABOVE THIS PLAN LEVEL. 9. PROVIDE SOLID BLOCKING OR RIM JOIST AT JOISTS BEARING OVER WALL OR BEAM. SHEAR PANEL EDGE NAILING DIAPHRAGM BOUNDARY NAILING PLYWOOD ROOF FSHEATHING ROOF JOISTS PER PLAN W/ SIMPSON JOIST HANGERS 2X LEDGER W/ (4) 16d EA. STUD TRUSS SIMPSON H1 @ EA. END OF EA. TRUSS/RAFTER TYP� HEADER (AS REQUIRED) NOTE: PERIMETER NAILING INSPECTION REQUIRED FOR ROOF SHEATHING. 0 RBC2 ® 24" O.C. UNO 10d AT 6" O.C. VENTED 2x BLK'G. NAILING PER SW SCHEDULE WOOD SHEAR WALL SEE PLANS & SCHEDULES SCALE: 3/4"= 1'-0" EXISTING EXTERIOR WALL 2X12 LEDGER W/ (3) SIMPSON SPS SCREWS J"X4j" © 16" O.C. TO ® EA. EXISTING STUD 3/4" T&G PLYWOOD SHEATHING FLOOR JOISTS PER PLAN. L-- SIMPSON A35 TO CONNECT RIM JOISTS EXISTING FLOOR JOISTS TO EACH FLOOR JOIST 5 I LVVI \ LV VL VL I / \IL SCALE: 3/4"= 1'-0" 11 A, NORTH SECOND FLOOR FRAMING PLAN SCALE: 1 /4"= 1'-O" IDS+�2ola V, Al. V �z U rz� co zw W w V © GREENWALK DESIGNS LLC. z_ Q LL O O LL 0 z O U L LI U) 6i J w w U) w U z w fn a U) J L LI 0 06 z Q J n 2 0 U mz W z 0 Lu z Nc 0 0 Lo O U �o CD c CN m L LJ Z J O2 a-w w Z N Q� Q co LL; J r, Q N LLJ co N (30 0) M Q Lo r 0 oZ coo 0 W O O O z U O ry In O N ( ' z � O co Li > < w 0 0� S3 ROOF FRAMING NOTES 1. ROOF DIAPHRAGM TO BE 5/8" CDX PLYWD (P.I. = 32/16) APPLIED DIRECTLY TO TRUSSES/RAFTERS. PLACE LONG DIRECTION OF PLYWD PERPENDICULAR TO TRUSS/RAFTER DIRECTION. FOR NAILING CALLOUTS, SEE GENERAL NOTES SHEET S1. 2. REFER TO ARCHITECTS FLOOR PLAN FOR DIMENSIONS. 3. PROVIDE MINIMUM (2) 2 X _ BEARING STUDS AT EACH END OF EACH BEAM OR HEADER UNLESS NOTED OTHERWISE (U.N.O.). 4. ALL EXTERIOR BEAMS/HEADERS SHALL BE MINIMUM 6 X 8 U.N.O. 5. A DENOTES A SHEAR WALL BELOW THIS PLAN LEVEL. SEE SHEAR WALL SCHEDULE ON SHEET S2 6. SEE THE GENERAL NOTES ON SHEET S1 FOR ADDITIONAL INFORMATION. i 7D u i II w 7> Q z z Q 0 J J U) W W uj ry © GREENWALK DESIGNS LLC. Z Q J Z 75 Q LL LL O O 6i J W IJ TZ U) 2 0 u La �0 0 o so tii O CL W W Z cc N Go Cn O) C Q � j Cn r Q O Z coo 0 W O 0 T— O z I--- U LLJI Iz I rn o C'M z N Q r U) 6i j ~ LU 0 0� S4