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P_Architectural__Plan_23152_v1DATE PR E P A R E D F O R SUBMITTAL/REVISION SHEET NUMBER UR B A N D E S I G N G R O U P SHEET TITLE 15 4 4 5 5 3 r d A V E . S . S T E . 1 1 0 , T U K W I L A , W A 9 8 1 8 8 (2 0 6 ) 8 3 8 -82 5 0 E -ma i l : u r b a n d e s i g n c e n t e r @ y a h o o . c o m PROJECT NUMBER DESIGNED BY: SUBMITTED: REVISED: DRAFTED BY: A0 COVER SHEET AN D R E Y DO L G O V Y A Z O V PR O J E C T N A M E CR Y S T A L _ S P R I N G _ D U P L E X _ B U I L D I N G - 2 10 0 1 C R Y S T A L S P R I N G S S T N W YE L M , W A 9 8 5 9 7 PA R C E L N O : 2 2 7 1 9 2 2 0 1 1 3 23152 PAVEL MELNIK DARYNA FESKOVA & LIZA MILEVSKA CRYSTAL-DUPLEX PARCEL NO.: PROPERTY TYPE: LAND AREA: ACRES: ADDRESS: ZONING: MIN SETBACKS: MAX HEIGHT: WATER: SEWER/SEPTIC: ROAD ACCESS: STREET SURFACE: DESIGN TEAM: CIVIL ENGINEER: CONTACT(S): URBAN DESIGN GROUP 15445 53rd AVE. S. STE. 110 TUKWILA, WA 98188 (206) 838-8250 mok_ka@yahoo.com CONTACT: PAVEL MELNIK SCJ ALLIANCE 8730 TALLON LANE NE, SUITE 200, LACEY, WA 98516 P: 360.352.1465 ANDREY DOLGOVYAZOV andreydolgo@yahoo.com (253) 230-3240 3D RENDERING NOTES: 3D ELEVATIONS ARE FOR REFERENCE ONLY. THESE SHOULD NOT BE USED TO DETERMINE ANY PORTION OF THE CONSTRUCTION OTHER THAN GENERAL MATERIAL AND APPEARANCE. REFER TO ELEVATION SHEETS FOR DETAILS. PROJECT NAME: FR O N T E L E V A T I O N BUILDING DEPARTMENT NOTES: FR O N T / L E F T E L E V A T I O N UR B A N D E S I G N G R O U P HE R E B Y R E S E R V E S I T ' S C O M M O N L A W C O P Y R I G H T A N D O T H E R P R O P E R T Y R I G H T S I N TH E S E P L A N S , I D E A S A N D D E S I G N S . T H E S E I D E A S , D E S I G N S A N D P L A N S A R E N O T T O BE R E P R O D U C E D , C H A N G E D O R C O P I E D I N A N Y F O R M O R M A N N E R W H A T S O E V E R , NO R A R E T H E Y T O B E A S S I G N E D T O A N Y T H I R D P A R T Y , W I T H O U T F I R S T O B T A I N I N G T H E EX P R E S S E D W R I T T E N P E R M I S S I O N F R O M U R B A N D E S I G N G R O U P . W R I T T E N D I M E N S I O N S ON T H E S E P L A N S S H A L L H A V E P R E C E D E N C E O V E R S C A L E D I M E N S I O N S . CO N T R A C T O R S S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S A N D CO N D I T I O N S O F T H E J O B A N D U R B A N D E S I G N G R O U P M U S T B E N O T I F I E S I N W R I T T I N G OF A N Y V A R I A T I O N F R O M T H E D I M E N S I O N S , C O N D I T I O N S A N D S P E C I F I C A T I O N S CO N S T R U C T I O N S H O W N B Y T H E S E D R A W I N G S . CO P Y R I G H T © 2 0 2 3 U R B A N D E S I G N , I N C . FR O N T / R I G H T E L E V A T I O N RE A R E L E V A T I O N DRAWING INDEX SHEET NUMBER SHEET NAME A0 COVER SHEET A1 GENERAL NOTES & PLAN PREVIEW A1.1 ENERGY CREDIT OPTIONS UNIT A A1.2 ENERGY CREDIT OPTIONS UNIT B A2 MAIN FLOOR PLAN A3 UPPER FLOOR PLAN A4 ROOF LAYOUT A5 FRONT & REAR ELEVATIONS A6 RIGHT & LEFT ELEVATIONS A7 PERSPECTIVE VIEWS A8 BUILDING CROSS-SECTION & SCHEDULES A9 DETAILS AND NOTES A9.1 PROJECT DETAILS A10 SCHEDULES UNIT A A10.1 SCHEDULES UNIT B A11 HARDIE PANEL SIDING DETAILS A12 LAP SIDING DETAILS ARCHITECTURAL PLAN STRUCTURAL ENGINEERING PLAN S1 S2 S3 S4 S5 S6 S7 GENERAL NOTES FOUNDATION DETAILS FRAMING DETAILS FOUNDATION PLAN -LEVEL ONE MAIN FLOOR -LEVEL TWO UPPER FLOOR -LEVEL THREE ROOF FRAMING PLAN 22719220113 LND 46767 1.07 1001 CRYSTAL SPRINGS ST NW YELM, WA 98597 R-6 FRONT: 15 FT. SIDE: 5 FT. REAR: 25 FT. 30/35 FT. NOT LISTED NOT LISTED NOT LISTED NOT LISTED PROJECT DESCRIPTION: PROPOSED 2-UNIT DUPLEX STYLE TOWNHOUSE DEVELOPMENT WITH ATTACHED 1-CAR GARAGE AT EACH UNIT. DATE PR E P A R E D F O R SUBMITTAL/REVISION SHEET NUMBER UR B A N D E S I G N G R O U P SHEET TITLE 15 4 4 5 5 3 r d A V E . S . S T E . 1 1 0 , T U K W I L A , W A 9 8 1 8 8 (2 0 6 ) 8 3 8 -82 5 0 E -ma i l : u r b a n d e s i g n c e n t e r @ y a h o o . c o m PR O J E C T N A M E PROJECT NUMBER DESIGNED BY: SUBMITTED: REVISED: DRAFTED BY: A1 GENERAL NOTES & PLAN PREVIEW AN D R E Y DO L G O V Y A Z O V 23152 PAVEL MELNIK DARYNA FESKOVA & LIZA MILEVSKA INTERNATIONAL RESIDENTIAL CODE 2018 EDITION AND ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION TO BE FOLLOWED. 2018 INTERNATIONAL RESIDENTIAL CODE 2018 WASHINGTON STATE ENERGY CODE CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION & PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS FOR ALL EQUIPMENT TO BE INSTALLED GENERAL NOTES GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'6" (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACK FILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. CONCRETE SITE WORK BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 3''X3''X.229'' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1'' OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2 X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. BETWEEN SUPPORTS PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS, JOISTS, 10'-0'' FOR ROOF JOISTS. TYPICAL SILL BOLTS TO BE 5/8'' DIAMETER AT 6'-0'' O.C. MINIMUM 7'' EMBED. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY. PLYWOOD PLYWOOD WALL AND ROOF SHEATHING SHALL BE 3/4'' CDX, UNLESS OTHERWISE SPECIFIED. PLYWOOD FLOOR SHEATHING SHALL BE 3/4'' CDX T&G. UNLESS OTHERWISE SPECIFIED. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. WOOD TRUSSES ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FROM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACEALL TRUSSES. GENERAL INSULATION BAFFLES TO MAINTAIN 1'' ABOVE BATT INSULATION BAFFLES TO EXTEND 6'' ABOVE BATT INSULATION BAFFLES TO EXTEND 12'' ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND CORNERS FACE STAPLE BATTS FRICTION FIT FACED BATTS USE 4 MIL POLY VAPOR RETARDER AT WALLS. * R-10 RIGID FOAM INSULATION ON 4X EVADERS AT EXTERIOR WALLS. INFILTRATION CONTROL 1. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOOR AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, CASKETED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. ALL OPENINGS SHALL BE FLASHED. APPROVED CORROSION-RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION-RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1.AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF-FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8" OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIALS. 2.AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION. 6.AT WALL AND ROOF INTERSECTIONS. 7.AT BUILT-IN GUTTERS. -ALL EXTERIOR DOORS, OTHER THAN FIRE-RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR LEAKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED FIRE-RATED AND MUST MEET THE ABOVE REQUIREMENT. -ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO LIMIT INFILTRATION INTO OR FROM THE BUILDING ENVELOPE. -RECESSED LIGHTING FIXTURES: WHEN INSTALLED IN THE BUILDING ENVELOPE, RECESSED LIGHTING FIXTURES SHALL BE TYPE IC RATED AND CERTIFIED TO HAVE NO MORE THAN 2.0 CFM AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING CAVITY. THE LIGHTING FIXTURE SHALL BE TESTED AT 75 PASCAL'S OR 1.57 LBS/FT2 PRESSURE DIFFERENCE AND HAVE A LABEL ATTACHED, SHOWING COMPLIANCE WITH THIS TEST METHOD. RECESSED LIGHTING FIXTURES SHALL BE INSTALLED WITH A GASKET OR CAULK BETWEEN THE FIXTURE AND CEILING TO PREVENT AIR LEAKAGE. VAPOR BARRIERS/ GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS, INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES ARE PLACED NOT MORE THAN 8 INCHES ON CENTER AND GAPS BETWEEN THE FACING AND THE FRAMING DO NOT EXCEED 1/16 INCH. A GROUND COVER OF 6 MIL (0.006'')BLACK POLYETHYLENE OR EQUIVALENT, SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. WINDOWS, DOORS, HVAC, & ELECT. EQUIP. DOORS, WINDOWS AND SKYLIGHTS GENERAL DOORS TO THE EXTERIOR SHALL HAVE MAX. 3'' STEP TO MIN. 36'' DEEP LANDING. . BEDROOM EMERGENCY EGRESS WINDOWS MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. MIN. NET CLEAR OPEN ABLE WIDTH OF 20'' AND MINIMUM NET CLEAR OPENING HEIGHT OF 24'', MAXIMUM FINISHED SILL HEIGHT OF 44'' ABOVE FLOOR. FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY ASTM STANDARDS. SITE BUILT AND MILL WORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT MUST BE MADE TIGHTLY FITTING AND WEATHER STRIPPED OR CAULKED. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM INFILTRATION PER SQUARE FOOT OF DOOR AREA. SAFETY GLAZING SHALL BE LOCATED WITHIN 1. INGRESS AND EGRESS DOORS 2. SLIDING GLASS DOORS, SWINGING GLASS DOORS 3. SHOWER AND BATHTUB ENCLOSURE'S 4.GLAZING W/ THE EXPOSED EDGE WITHIN A 24'' ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED PORTION& BOTTOM EDGE IS LESS THAN 60'' ABOVE THE WALKING SURFACE GLAZING GREATER THAN 9 S.P. LESS THAN 13''ABOVE FINISHED FLOOR. WINDOW SILLS: 612.2, 24" MINIMUM SILL HEIGHT EXCEPTIONS ALLOW FOR OPENING LIMITING DEVICE FOR 4" DIAMETER SPHERE AND WINDOW FALL PREVENTION DEVICE THAT COMPLIES WITH R312.2. GLAZING MAXIMUM: ALL CLIMATE ZONES: GLAZING "U" VALUE: VERTICAL (MAX): .28 OVERHEAD (MAX): .50 DOOR "U" VALUE (MAX): .20 (DOORS W/ MORE THAN 50 CONSIDERED A WINDOW) RECESSED LIGHT FIXTURES: IC RATED STRUCTURAL NOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. 3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF ENGINEER 5. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT 6. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL REQUIREMENTS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, AND PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. 7. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOR HEATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED. MIX AND 28 DAY STRENGTH OF CONCRETE -BASEMENT WALLS & FOUNDATIONS & OTHER CONCRETE NOT EXPOSED TO WEATHER: PER STRUCTURAL S-SHEETS -BASEMENT SLABS & INTERIOR SLABS & INTERIOR SLABS ON GRADE, EXCEPT GARAGE DOOR SLABS PER STRUCTURAL S-SHEETS -BASEMENT WALLS & FOUNDATION WALLS, EXTERIOR WALLS & OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER: PER STRUCTURAL S-SHEETS -PORCHES, CARPORT SLABS & STEPS EXPOSED TO WEATHER, & GARAGE PER STRUCTURAL S-SHEETS FLOOR SLABS: GARAGE FLOORS TO SLOPE 1/8"/FT. MIN. TOWARDS OPENING AS REQUIRED FOR DRAINAGE. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' FT. (MAX.) INTERVALS EA. WAY. SLABS ARE TO BE 5-AIR ENTRAINED CONCRETE SIDEWALKS TO HAVE 3/4" IN. TOOLED JOINTS AT 5' FT. (MIN.) O.C. CONCRETE COVER OF REINFORCING 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1 1/2" CONCRETE EXPOSED TO EARTH OR WEATHER. 1 1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. 3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. LAP COLUMN VERTICALS. CLASS "A" CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 52 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED. GENERAL ALL FRAMING TO COMPLY WITH ENGINEERING S-SHEETS FOR NAIL SIZES AND SPACING. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6'' MIN. CLEARANCE BETWEEN WOOD AND EARTH. 18'' MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. 12'' MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL. INSULATION AND MOISTURE PROTECTION CARPENTRY TYPE OF CONSTRUCTION UNPROTECTED WOOD FRAME (EXAMPLES OF CONSTRUCTION ARE SINGLE FAMILY HOMES AND GARAGES. THEY OFTEN HAVE EXPOSED WOOD SO THERE IS NO FIRE RESISTANCE.) V-B NOT TO SCALE PLAN PREVIEW PR O J E C T N A M E CR Y S T A L _ S P R I N G _ D U P L E X _ B U I L D I N G - 2 10 0 1 C R Y S T A L S P R I N G S S T N W YE L M , W A 9 8 5 9 7 PA R C E L N O : 2 2 7 1 9 2 2 0 1 1 3 DATE PR E P A R E D F O R SUBMITTAL/REVISION SHEET NUMBER UR B A N D E S I G N G R O U P SHEET TITLE 15 4 4 5 5 3 r d A V E . S . S T E . 1 1 0 , T U K W I L A , W A 9 8 1 8 8 (2 0 6 ) 8 3 8 -82 5 0 E -ma i l : u r b a n d e s i g n c e n t e r @ y a h o o . c o m PROJECT NUMBER DESIGNED BY: SUBMITTED: REVISED: DRAFTED BY: A1.1 ENERGY CREDIT OPTIONS UNIT A AN D R E Y DO L G O V Y A Z O V 23152 PAVEL MELNIK DARYNA FESKOVA & LIZA MILEVSKA ENERGY CREDITS DESCRIPTION VERTICAL FENESTRATION U=0.28 FLOOR R-38 PERSPECTIVE ENERGY CREDITS (3) MINI SPLIT WALL MOUNTED INDOOR UNIT: ALPINE HOME AIR PRODUCTS 30,000 BTU (2.5 TON) 21 SEER FOUR ZONE DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM W/ WIFI MODEL: BLUERIDGE BMKH30LM21-9W-9W-9W-12W PR O J E C T N A M E CR Y S T A L _ S P R I N G _ D U P L E X _ B U I L D I N G - 2 10 0 1 C R Y S T A L S P R I N G S S T N W YE L M , W A 9 8 5 9 7 PA R C E L N O : 2 2 7 1 9 2 2 0 1 1 3 DATE PR E P A R E D F O R SUBMITTAL/REVISION SHEET NUMBER UR B A N D E S I G N G R O U P SHEET TITLE 15 4 4 5 5 3 r d A V E . S . S T E . 1 1 0 , T U K W I L A , W A 9 8 1 8 8 (2 0 6 ) 8 3 8 -82 5 0 E -ma i l : u r b a n d e s i g n c e n t e r @ y a h o o . c o m PROJECT NUMBER DESIGNED BY: SUBMITTED: REVISED: DRAFTED BY: A1.2 ENERGY CREDIT OPTIONS UNIT B AN D R E Y DO L G O V Y A Z O V 23152 PAVEL MELNIK DARYNA FESKOVA & LIZA MILEVSKA ENERGY CREDITS DESCRIPTION VERTICAL FENESTRATION U=0.28 FLOOR R-38 PERSPECTIVE ENERGY CREDITS (3) MINI SPLIT WALL MOUNTED INDOOR UNIT: ALPINE HOME AIR PRODUCTS 30,000 BTU (2.5 TON) 21 SEER FOUR ZONE DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM W/ WIFI MODEL: BLUERIDGE BMKH30LM21-9W-9W-9W-12W PR O J E C T N A M E CR Y S T A L _ S P R I N G _ D U P L E X _ B U I L D I N G - 2 10 0 1 C R Y S T A L S P R I N G S S T N W YE L M , W A 9 8 5 9 7 PA R C E L N O : 2 2 7 1 9 2 2 0 1 1 3 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 MAIN FLOOR PLAN SCALE: 1/4" = 1'-0" 1 A8 S.G. LINE OF WALLS ABOVE LANDING W. C . A UP 1 6 R I S E R S 11OV C.M. S.D. B + 3 6 " H . G U A R D R A I L 1 A9 SAFETY GLASS KITCHEN PER CABINET DESIGNER CONCRETE DRIVEWAY CONCRETE WALKWAY 2x6 WALL RE F E R . LIVING KITCHEN DINING GARAGE 11'-0" x 23'-8" 18'-0"x14'-10" D.W. POWDER + 9' -0'' CLG. + 9' -0'' CLG. + 9' -0'' CLG. 4" CONC. 13'-0" X 14'-10" 16'-6" X 14'-10" EA T I N G B A R UNIT A WRAP AROUND POSTS 4'-8" X 7'-0" UNIT B RE F E R . EA T I N G B A R PR E P . I S L A N D KITCHEN + 9' -0'' CLG. 13'-0" X 14'-10" GARAGE 11'-0" x 23'-8" 4" CONC. POSTS DINING + 9' -0'' CLG. 16'-6" X 14'-10" LIVING 18'-0"x14'-10" 60 X 80 S.G.D. 60 X 80 S.L.D. 60 X 60 PIC. 50 X 46 SLDR. 70 X 5 0 SL D R . 30 X 16 PIC.30 X 16 PIC. 30' - 6"30' - 6" 60' - 11 1/2" 4' - 6"7' - 0"12' - 3"6' - 9"6' - 9" POWDER 4'-8" X 7'-0" 60 X 60 PIC.50 X 46 SLDR. 70 X 5 0 SL D R . 30 X 16 PIC. COV'D.PATIO 8'-0" x 16'-0" 4" CONC. 8'-0" x 16'-0" 4" CONC. 0' - 6 " 7' - 6 " D.W. 12' - 3"7' - 0"4' - 6" 2' - 10"2' - 10 1/2"2' - 6"2' - 6" 5' - 8 1/2"5' - 0"7' - 9 1/2"12' - 0"12' - 0"7' - 9 1/2"5' - 0"5' - 8 1/2" 6' - 0"6' - 0"6' - 0"6' - 0"2' - 6"2' - 6"2' - 10 1/2"2' - 10" 60' - 11 1/2" 19 ' - 0 " 11 ' - 2 1 / 2 " 7' - 9 1 / 2 " 5' - 8 " 1' - 0 " 8' - 0 " 38 ' - 0 " 2' - 0 " 4' - 8 " 52 ' - 8 " 2' - 6 " 8' - 0 " 4' - 1 0 " 11 ' - 1 1 1 / 2 " 6' - 3 " 6' - 5 1 / 2 " 15 ' - 4 " 14 ' - 1 0 1 / 2 " 5' - 9 1 / 2 " 2' - 0 " 5' - 6 " 0' - 1 1 " 4' - 0 " 5' - 8 " 1' - 0 " 17' - 0"3' - 0"7' - 11 1/2"2' - 0" 1' - 1" 2' - 0"7' - 11 1/2"3' - 0"17' - 0" 19 ' - 0 " 11 ' - 2 1 / 2 " 7' - 9 1 / 2 " 38 ' - 0 " 2' - 0 " 40 ' - 0 " 0' - 6 " 7' - 6 " 5' - 8 " 1' - 0 " 1' - 0 " 5' - 8 " 4' - 0 " 0' - 1 1 " 5' - 6 " 10 ' - 6 " 4' - 1 0 " 11 ' - 1 1 1 / 2 " 6' - 3 " 6' - 5 1 / 2 " 15 ' - 4 " 14 ' - 1 0 1 / 2 " 5' - 3 1 / 2 " 2' - 6 " 5' - 6"5' - 8 1/2"3' - 6"3' - 9 1/2"12' - 0"12' - 0"3' - 9 1/2"3' - 6"5' - 8 1/2"5' - 6" 18' - 6"12' - 0"12' - 0"18' - 6" 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 A A B B C C D D B KITCHEN PER CABINET DESIGNER 11OV C.M. S.D. S.G. W. C . A 30 30 2424 26 26 2828 SAFETY GLASS 2x6 WALL 2x 6 W A L L 2x 6 W A L L CONCRETE WALKWAY CONCRETE DRIVEWAY UP 1 6 R I S E R S LANDING LINE OF WALLS ABOVE + 3 6 " H . G U A R D R A I L NOTE: GARAGE/DWELLING SEPERATION ON THE GARAGE SIDE OF WALLS AND CEILING WITH MIN. 1/2" GWB AND 5/8" TYPE 'X' GWB AT CEILING WITH HABITABLE ROOM ABOVE. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" INCHES THICK, OR 20-MINUTE FIRE-RATED DOORS, EQUIPPED WITH A SELF CLOSING DEVICE. PER R302.5.1 PROVIDE ONE (1) HOUR FIRE SEPARATION FOR LIVING AREAS ADJACENT & ABOVE. THE GARAGE MUST BE SEPARATED FROM THE DWELLING NOT LESS THAN 1/2" GWB AS WELL AS AT BEARING WALLS. A HEAT DETECTOR OR HEAT ALARM RATED FOR THE AMBIENT OUTDOOR TEMPERATURES AND HUMIDITY SHALL BE INSTALLED IN NEW GARAGES THAT ARE ATTACHED TO OR LOCATED UNDER NEW AND EXISTING DWELLINGS. HEAT DETECTORS AND HEAT ALARAMS SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS (IRC R314.2.3). AND SHALL BE CONNECTED TO AN ALARM OR MOKE ALARM THAT IS INSTALLED IN THE DWELLING PER R314.4.1. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION, R308.4.1. SAFETY GLAZING. W.H. 4" DIA. STEEL BOLLARD EMBED 24" HYBRID/ELECTRIC HEAT PUMP HYBRID ELECTIC WATER HEATER ECEPH80 T2 RH375-SO UEF= 4.0 9070O.H.GARAGE DOOR W.H. NOTE: GARAGE/DWELLING SEPERATION ON THE GARAGE SIDE OF WALLS AND CEILING WITH MIN. 1/2" GWB AND 5/8" TYPE 'X' GWB AT CEILING WITH HABITABLE ROOM ABOVE. 9070O.H.GARAGE DOOR R302.7 UNDER-STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD. R302.7 UNDER-STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD. COV'D.PATIO SAFETY GLASS SAFETY GLASS COV'D PORCH 4" CONC. COV'D PORCH 4" CONC. 11'-9" x 6'-8" +11'-9" x 6'-8" + FOYER FOYER +9' -0'' CLG.+ 9' -0'' CLG. 5'-8"x5'-3"5'-8"x5'-3" 2 A9 3 A9 5 A9 4 A9 8 A9 2 A9.1 1 A9.1 POSTS PER S-SHEETS FIRE-RATED WALL SEE PARTY WALLS DETAILS (A8) 18" H PLATFORM W/ (2) LAYERS 3/4" PLYWOOD SL O P E T O D R A I N 1/ 4 " P E R F O O T FIRE-RATED WALL R-21 HIGH DENSITY FIBERGLASS BATT SL O P E T O D R A I N 1/ 4 " P E R F O O T R-10 RIGID INSULATION UNDER ENTIRE SLAB 6X6 POSTS LINE OF BEAM ABOVE R-10 RIGID INSULATION UNDER ENTIRE SLAB + 9' -0'' CLG. R-21 INSULATION, TYP.R-21 INSULATION, TYP. LI N E O F B E A M A B O V E LI N E O F B E A M A B O V E POSTS PER S-SHEETS 6X6 POSTS LINE OF BEAM ABOVE LI N E O F B E A M A B O V E LI N E O F B E A M A B O V E LI N E O F B E A M AB O V E LI N E O F B E A M AB O V E PER S-SHEETS LI N E O F B E A M A B O V E LI N E O F B E A M A B O V E WRAP AROUND POSTS PER S-SHEETS LI N E O F B E A M A B O V E LI N E O F B E A M A B O V E LINE OF BEAM ABOVELINE OF BEAM ABOVE 10 10 STORAGE STORAGE 0' - 6"15' - 0"0' - 6"0' - 6"15' - 0"0' - 6" E E PR E P . I S L A N D LINE OF BEAM ABOVE LINE OF BEAM ABOVE F F G G 1 A8 UNIT A UNIT B DATE PR E P A R E D F O R SUBMITTAL/REVISION SHEET NUMBER UR B A N D E S I G N G R O U P SHEET TITLE 15 4 4 5 5 3 r d A V E . S . S T E . 1 1 0 , T U K W I L A , W A 9 8 1 8 8 (2 0 6 ) 8 3 8 -82 5 0 E -ma i l : u r b a n d e s i g n c e n t e r @ y a h o o . c o m PROJECT NUMBER DESIGNED BY: SUBMITTED: REVISED: DRAFTED BY: A2 MAIN FLOOR PLAN AN D R E Y DO L G O V Y A Z O V 23152 PAVEL MELNIK DARYNA FESKOVA & LIZA MILEVSKA NORTH 1.GARAGES SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 5/8" TYPE X GWB APPLIED TO THE GARAGE SIDE. WHERE THE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5/8" TYPE X GYPSUM BOARD OR EQUIVALENT. 2.OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8" THICK, OR 20-MINUTE FIRE-RATED DOORS. 3.DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL OR OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INTO THE GARAGE. IRC R309.1.1 4.IN SIESMIC ZONES 3 & 4, WATER HEATERS SHALL BE ANCHORED TO RESIST HORZ. DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE @ POINTS WITHIN THE UPPER ONE THIRD AND LOWER ONE THIRD PER UPC SEC. 510.5 5.PROVIDE OUTDOOR COMBUSTION AIR FOR WATER HEATER 6.GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL AND THE AREA USED FOR THE PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. FOR SMOKE & CARBON MONOXIDE ALARMS SEE SHEET A5 GARAGE NOTES: NOTE: ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. NOTE: EACH DOOR TO BE UNDERCUT A MINIMUM OF 1/2-INCH TO ASSURE FREE FLOW OF FRESH AIR THROUGHOUT HABITABLE ROOMS 1.INSTALL SMOKE DETECTORS IN ALL SLEEPING ROOMS AND AT AREAS ADJACENT TO SLEEPING ROOMS, AND AT CEILING HEIGHT CHANGES GREATER THAN 24". SMOKE DETECTORS TO BE HARD-WIRED AND INTERCONNECTED, WITH BATTERY BACK-UP PER CODE. 2.INSTALL CARBON MONOXIDE SENSORS ADJACENT TO SLEEPING AREAS. 3.ALL INTERIOR WALLS TO BE 2x4 @ 16" O.C. (U.N.O.) 4.ALL EXTERIOR WALLS TO BE 2x6 @ 16" O.C. (U.N.O.) 5.MAIN FLOOR HEADERS PER STRUCTURAL @ 8'-0" A.F.F. (U.N.O.) 6.WINDOW SIZES ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT. 7.DOOR SIZES NOTED ARE SLABS NOT ROUGH OPENINGS 8.PROVIDE FIREBLOCKING AT ALL PLUMBING OPENINGS. 9.PROVIDE SOLID BLOCKING OVER SUPPORTS. 10 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. 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 CODE. 11.PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STOIRES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL CONSIST OF NOT LESS THAN 2" NOMINAL LUMBER OR OTHER APPROVED MATERIAL. 12.ASPHALT-SATURATED FELT FREE FROM HOLES OR BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET AND COMPLYING WITH ASTM D 226 OR OTHER APPROVED WEATHER RESISTANT MATERIAL SHALL BE APPLIED OVER SHEATHING OF ALL EXTERIOR WALLS. APPROVED ALTERNATIVE WEATHERPROOF MEMBRANES SHALL BE USED FOR OPEN JOINT RAIN SCREEN SIDING. WEATHER RESISTANT MATERIALS SHALL BE APPLIED HORIZONTALLY PERMANUFACTURERS RECOMMENDATIONS, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES AND NOT LESS THAN 6 INCHES WHERE JOINTS OCCUR PER CODE. 13.APPROVED CORROSION-RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL SURFACE AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. FLASHING SHALL BE INSTALLED AT, BUT NOT LIMITED TO THE FOLLOWING LOCATIONS: -THE TOP OF ALL EXTERIOR WINDOW & DOOR OPENINGS -INTERSECTIONS OF FRAME WALLS AND MASONRY OR STUCCO -UNDER MASONRY, WOOD OR METAL COPINGS AND SILLS -CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM -WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL -AT WALL AND ROOF OR SOFFIT INTERSECTIONS -AT BUILT-IN GUTTERS 14.EXTERIOR LOCATIONS FOR ENVIRONMENTAL AIR DUCT EXHAUST & INTAKE OPENINGS TO BE A MINIMUM OF 3'-0" FROM PROPERTY LINE & MINIMUM 3'-0" FROM BUILDING OPENINGS. EQUIP ALL DUCTS W/ BACK- DRAFT DAMPERS. 15.AIR EXHAUST & INTAKE OPENINGS THAT TERMINATE OUTDOORS SHALL BE PROTECTED W/ CORROSION RESISTANT SCREENS, LOUVERS, OR GRILLS W/ 1/4" MINIMUM & 1/2" MAX OPENINGS IN ANY DIMENSION. OPENINGS SHALL BE PROTECTED AGAINST LOCAL WEATHER CONDITIONS PER 2018 IRC. 16.DUCTS FOR KITCHEN RANGES SHALL BE OF METAL AND BE EQUIPPED W/ BACK-DRAFT DAMPERS PER CODE. 17.ALL INTERIOR FINISHES TO MEET MINIMUM FLAME SPREAD INDEX AND SMOKE DEVELOPMENT INDEX AS REQUIRED BY 2018 IRC. 18. UNDER FLOOR CLEANOUT NOT MORE THAN 20' FROM ACCESS DOOR WITH AN UNOBSTRUCTED 30" WIDE X 18" HIGH PATH PATHWAY. CLEANOUTS ARE ACCESSIBLE. 12" CLEARANCE REQUIRED AT LINES LESS THAN OR EQUAL TO 2", 18" CLEARANCE AT LINES GREATER THAN 2". (UPC 707.9) 19. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIFDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION, SAFETY GLAZING. TYPICAL FLOOR NOTES: AREA SUMMARY: MAIN FLOOR: UPPER FLOOR: 893 1 099 SF. SF. TOTAL (LIVING/HEATED SPACE): GARAGE: ENTRY PORCH (FRONT): COV'D PATIO @ MAIN FLOOR (REAR): 1 992 277 133 128 SF. SF. SF. SF. 1 992 277 133 128 UNIT A UNIT B 893 1 099 PR O J E C T N A M E CR Y S T A L _ S P R I N G _ D U P L E X _ B U I L D I N G - 2 10 0 1 C R Y S T A L S P R I N G S S T N W YE L M , W A 9 8 5 9 7 PA R C E L N O : 2 2 7 1 9 2 2 0 1 1 3 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 UPPER FLOOR PLAN SCALE: 1/4" = 1'-0" 1 A8 S.G. W.C. EGRESS PROVIDE MIN. 22''X30'' ATTIC ACCESS INSULATE AND WEATHER STRIP A FREE-STANDING SOAKING TUB BI-PASS 50 11OV C.M. S.D. 11OV S.D. R. & S . C LINE OF WALL BELOW WHOLE HOUSE FAN W/ AUTO TIMER & MANUAL OVERRIDE BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSERBENT SURFACE. SUCH SURFACE SHALL EXTEND TO HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. IRC 307.2 WALK-IN- CLOSET LAUNDRY MASTER BEDRM. LOFT/STUDY BEDRM. BEDRM. 2 BATH MASTER BATH W. D. HALF WALL 14'-0" X 13'-0" 9'-4" X 10'-9" 6'-10" X 8'-0" 11'-0" X 13'-2" + 14'-2" X 10'-0" 10'-5" X 11'-1" + 5'-7" X 11'-0" 5'-7" X 10'-0" HALL + 9' -0'' CLG. + 9' -0'' CLG. + 9' -0'' CLG. + 9' -0'' CLG. SHOWER 48" X 36" 60" X 32" 60" X 32" 60" X 36" BEDRM. 2 11'-0" X 13'-2" + + 9' -0'' CLG. MASTER BATH 9'-4" X 10'-9" BATH 5'-7" X 10'-0" MASTER BEDRM. +9 ' -0'' CLG. WALK-IN- CLOSET 5'-7" X 11'-0" LAUNDRY HALL 60 X 50 SLDR.40 X 40 SLDR. 60 X 4 0 SL D R . 60 X 50 SLDR.30 X 90 PIC. HEADER @17' 0'' 60 X 50 SLDR. 60 X 4 0 SL D R . 60 X 50 SLDR.30 X 90 PIC. HEADER @17' 0'' 60 X 50 SLDR.60 X 50 SLDR. D. 60" X 36" SHOWER 48" X 36" BEDRM. 10'-5" X 11'-1" + + 9' -0'' CLG. LOFT/STUDY 14'-2" X 10'-0" + 9' -0'' CLG. 40 X 40 SLDR. 14'-0" X 13'-0" HALF WALL 6'-10" X 8'-0" 8' - 2"6' - 4 1/2"3' - 8 1/2"12' - 3 1/2"12' - 3 1/2"3' - 5"6' - 8"8' - 2" 30' - 6"30' - 6" 60' - 11 1/2" 13 ' - 6 " 5' - 6 " 4' - 9 1 / 2 " 2' - 3 1 / 2 " 11 ' - 1 1 " 38 ' - 0 " 2' - 0 " 40 ' - 0 " 11 ' - 1 1 " 2' - 3 1 / 2 " 4' - 9 1 / 2 " 5' - 6 " 13 ' - 6 " 2' - 0 " 38 ' - 0 " 40 ' - 0 " 5' - 8 1/2"5' - 2 1/2"3' - 11 1/2"3' - 8"5' - 10 1/2"6' - 1"6' - 1"5' - 10 1/2"3' - 8"3' - 8"5' - 6"5' - 8 1/2" 18' - 6"12' - 0"12' - 0"18' - 6" 30' - 6"30' - 6" 60' - 11 1/2" UNIT A UNIT B 14' - 6"6' - 2"3' - 5 1/2"5' - 10"1' - 1"5' - 10"9' - 4"14' - 9 1/2" 15' - 0"2' - 0"7' - 1 1/2"5' - 10"1' - 1" 5' - 6 1/2" 7' - 1 1/2"2' - 7"14' - 8 1/2" 7' - 5"3' - 9 1/2"3' - 6"3' - 9 1/2"4' - 0"8' - 0"8' - 0"4' - 0"3' - 6" 0' - 3 1/2" 3' - 6"3' - 9 1/2"7' - 5" 11 ' - 3 " 8' - 6 1 / 2 " 4' - 0 " 2' - 7 " 6' - 8 1 / 2 " 0' - 1 1 " 4' - 0 " 4' - 6 " 6' - 9 " 2' - 3 " 2' - 1 1 1 / 2 " 3' - 4 " 4' - 3 1 / 2 " 2' - 3 " 13 ' - 8 " 4' - 6 " 6' - 9 " 2' - 3 " 2' - 1 1 1 / 2 " 3' - 4 " 4' - 3 1 / 2 " 2' - 3 " 13 ' - 8 " 4' - 0 " 0' - 1 1 " 9' - 3 1 / 2 " 4' - 0 " 6' - 3 1 / 2 " 13 ' - 6 " 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 A A B B C CDD W. R. & S . R. & S . R. & S . R. & S.R. & S. R. & S.R. & S. R. & S.R. & S. 26 26 24 24 24 24 28 28 2626 262626 26 BI-PASS 50BI-PASS 50BI-PASS 50 BI -PA S S 5 0 BI -PA S S 5 0 11OV C.M. S.D. 11OV S.D.11OV S.D.11OV S.D. 11OV S.D. 11OV S.D. W.C. A W. C . A W. C . A S.G.EGRESS EGRESS EGRESS EGRESS EGRESS DN 1 6 R I S E R S LANDING DN 1 6 R I S E R S LANDING C WHOLE HOUSE FAN W/ AUTO TIMER & MANUAL OVERRIDE LINE OF WALL BELOW PROVIDE MIN. 22''X30'' ATTIC ACCESS INSULATE AND WEATHER STRIP BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSERBENT SURFACE. SUCH SURFACE SHALL EXTEND TO HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. IRC 307.2 BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSERBENT SURFACE. SUCH SURFACE SHALL EXTEND TO HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. IRC 307.2 S.G.S.G. 7 A9 3 A9.1 4 A9 . 1 5 A9 . 1 10 10 FREE-STANDING SOAKING TUB SEE SHEET A8 FOR MORE INFO ABOUT PARTY WALLS DETAILS SA F E T Y G L A S S SA F E T Y G L A S S 3" / 1 2 " 3" / 1 2 " 3" / 1 2 " 3" / 1 2 " E E 2" / 12"2" / 12" SEE PARTY WALLS DETAILS (A8) LINE OF BEAM BELOWLINE OF BEAM BELOW LI N E O F B E A M B E L O W LI N E O F B E A M B E L O W LI N E O F B E A M B E L O W LI N E O F B E A M B E L O W LI N E O F R O O F B E L O W LI N E O F R O O F B E L O W LI N E O F R O O F B E L O W LINE OF ROOF BELOW F F G G TUB SHOWER TUB SHOWER UNIT A UNIT B DATE PR E P A R E D F O R SUBMITTAL/REVISION SHEET NUMBER UR B A N D E S I G N G R O U P SHEET TITLE 15 4 4 5 5 3 r d A V E . S . S T E . 1 1 0 , T U K W I L A , W A 9 8 1 8 8 (2 0 6 ) 8 3 8 -82 5 0 E -ma i l : u r b a n d e s i g n c e n t e r @ y a h o o . c o m PROJECT NUMBER DESIGNED BY: SUBMITTED: REVISED: DRAFTED BY: A3 UPPER FLOOR PLAN AN D R E Y DO L G O V Y A Z O V 23152 PAVEL MELNIK DARYNA FESKOVA & LIZA MILEVSKA 1.INSTALL SMOKE DETECTORS IN ALL SLEEPING ROOMS AND AT AREAS ADJACENT TO SLEEPING ROOMS, AND AT CEILING HEIGHT CHANGES GREATER THAN 24". SMOKE DETECTORS TO BE HARD-WIRED AND INTERCONNECTED, WITH BATTERY BACK-UP PER CODE. 2.INSTALL CARBON MONOXIDE SENSORS ADJACENT TO SLEEPING AREAS. 3.ALL INTERIOR WALLS TO BE 2x4 @ 16" O.C. (U.N.O.) 4.ALL EXTERIOR WALLS TO BE 2x6 @ 16" O.C. (U.N.O.) 5.UPPER FLOOR HEADERS PER STRUCTURAL @ 7'-0" A.F.F. (U.N.O.) 6.WINDOW SIZES ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT. 7.DOOR SIZES NOTED ARE SLABS NOT ROUGH OPENINGS 8.PROVIDE FIREBLOCKING AT ALL PLUMBING OPENINGS. 9.PROVIDE SOLID BLOCKING OVER SUPPORTS. 10 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. 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 CODE. 11.PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STOIRES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL CONSIST OF NOT LESS THAN 2" NOMINAL LUMBER OR OTHER APPROVED MATERIAL. 12.ASPHALT-SATURATED FELT FREE FROM HOLES OR BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET AND COMPLYING WITH ASTM D 226 OR OTHER APPROVED WEATHER RESISTANT MATERIAL SHALL BE APPLIED OVER SHEATHING OF ALL EXTERIOR WALLS. APPROVED ALTERNATIVE WEATHERPROOF MEMBRANES SHALL BE USED FOR OPEN JOINT RAIN SCREEN SIDING. WEATHER RESISTANT MATERIALS SHALL BE APPLIED HORIZONTALLY PERMANUFACTURERS RECOMMENDATIONS, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES AND NOT LESS THAN 6 INCHES WHERE JOINTS OCCUR PER CODE. 13.APPROVED CORROSION-RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL SURFACE AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. FLASHING SHALL BE INSTALLED AT, BUT NOT LIMITED TO THE FOLLOWING LOCATIONS: -THE TOP OF ALL EXTERIOR WINDOW & DOOR OPENINGS -INTERSECTIONS OF FRAME WALLS AND MASONRY OR STUCCO -UNDER MASONRY, WOOD OR METAL COPINGS AND SILLS -CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM -WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL -AT WALL AND ROOF OR SOFFIT INTERSECTIONS -AT BUILT-IN GUTTERS 14.EXTERIOR LOCATIONS FOR ENVIRONMENTAL AIR DUCT EXHAUST & INTAKE OPENINGS TO BE A MINIMUM OF 3'-0" FROM PROPERTY LINE & MINIMUM 3'-0" FROM BUILDING OPENINGS. EQUIP ALL DUCTS W/ BACK-DRAFT DAMPERS. 15.AIR EXHAUST & INTAKE OPENINGS THAT TERMINATE OUTDOORS SHALL BE PROTECTED W/ CORROSION RESISTANT SCREENS, LOUVERS, OR GRILLS W/ 1/4" MINIMUM & 1/2" MAX OPENINGS IN ANY DIMENSION. OPENINGS SHALL BE PROTECTED AGAINST LOCAL WEATHER CONDITIONS PER 2018 IRC. 16.DUCTS FOR KITCHEN RANGES SHALL BE OF METAL AND BE EQUIPPED W/ BACK-DRAFT DAMPERS PER CODE. 17.ALL INTERIOR FINISHES TO MEET MINIMUM FLAME SPREAD INDEX AND SMOKE DEVELOPMENT INDEX AS REQUIRED BY 2018 IRC. 18. UNDER FLOOR CLEANOUT NOT MORE THAN 20' FROM ACCESS DOOR WITH AN UNOBSTRUCTED 30" WIDE X 18" HIGH PATH PATHWAY. CLEANOUTS ARE ACCESSIBLE. 12" CLEARANCE REQUIRED AT LINES LESS THAN OR EQUAL TO 2", 18" CLEARANCE AT LINES GREATER THAN 2". (UPC 707.9) 19. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIFDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION, SAFETY GLAZING. TYPICAL FLOOR NOTES: SMOKE & CARBON MONOXIDE ALARMS: SEE SHEET A5 NOTE: ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. NOTE: NO OPERABLE WINDOW SHALL BE INSTALLED LESS THAN 24 INCHES ABOVE FINISHED FLOOR THAT IS GREATER THAN 72 INCHES ABOVE THE FINISH GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE INSTALLED IN EVERY SLEEPING ROOM BELOW THE 4TH STORY AND IN BASEMENTS. OPENABLE W/O KEYS OR SPECIAL TOOLS * MIN. 5.7 SF NET CLR OPENABLE AREA * MIN. 24" NET CLR OPENABLE HEIGHT * MIN. 20" NET CLR OPENABLE WIDTH * MAX. 44" FINISHED SILL HEIGHT IRC R310 & IBC 1030. NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. NOTE: EACH DOOR TO BE UNDERCUT A MINIMUM OF 1/2-INCH TO ASSURE FREE FLOW OF FRESH AIR THROUGHOUT HABITABLE ROOMS NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN NORTH AREA SUMMARY: MAIN FLOOR: UPPER FLOOR: 893 1 099 SF. SF. TOTAL (LIVING/HEATED SPACE): GARAGE: ENTRY PORCH (FRONT): COV'D PATIO @ MAIN FLOOR (REAR): 1 992 277 133 128 SF. SF. SF. SF. 1 992 277 133 128 UNIT A UNIT B 893 1 099 PR O J E C T N A M E CR Y S T A L _ S P R I N G _ D U P L E X _ B U I L D I N G - 2 10 0 1 C R Y S T A L S P R I N G S S T N W YE L M , W A 9 8 5 9 7 PA R C E L N O : 2 2 7 1 9 2 2 0 1 1 3 1 A8 ROOF LAYOUT SCALE: 1/4" = 1'-0" RIDGE 5" / 12" 3" / 1 2 " 3" / 1 2 " 5" / 1 2 " 5" / 1 2 " 5" / 1 2 " 5" / 1 2 " 2" / 12"2" / 12" 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 A A B B C CDD 5" / 12"NAILER VALLEYNAILER VALLEYRI D G E PROVIDE MIN. 22''X30'' ATTIC ACCESS INSULATE AND WEATHER STRIP PROVIDE MIN. 22''X30'' ATTIC ACCESS INSULATE AND WEATHER STRIP D.S.D.S. D.S. D.S. 2 A4 10 10 E E FLAT CEILING & EAVE 30" OR GREATER OVERHANGS TO BIRDBLOCKING) A35F @ 24" O.C. (BIRD BLOCKING TO TOP PLATE) 6" O.C. (SHTG 8d NAILS @EACH TRUSS (3) 8d NAILS @ 48" O.C. (TRUSS TO TOP PLATE) USE SIMPSON H-1 SEISMIC TIE @ TO TOUCH TOP PLATE) VENTED 2X BLOCKING ROOF FRAMING MEMBERS PER PLAN EXTEND 12" ABOVE INSULATION WITH 1 1/2" CLEAR AIRSPACE INSULATION BAFFLE TO W/ (3) 2" DIA HOLES ELEVATION OVER BUILDING PAPER & SHEATHING PER PLAN ROOFING MATERIAL PER FASCIA BOARD PER PLAN 5" CONTINUOUS GUTTER METAL PER 24" O.C. (BLOCKING OVER SHEATHING PER PLAN 15 LB. BUILDING PAPER FINISH PER ELEVATION OVER OVERHANG PER PLAN BATT INSULATION CEILING JOISTS PER PLAN PER PLAN 2 X STUDS PER PLAN BATT INSULATION PER PLAN 1 HIGH ROOF VENTS MEMBERS PER PLAN ROOF FRAMING ROOFING MATERIAL PER PAPER & SHEATHING PER PLAN ELEVATION OVER BUILDING VENT CAP BAFFLE SYSTEM NOT TO SCALEROUGH C U T OP ENI NG 2 1 A4 F F G G UNIT A UNIT B DATE PR E P A R E D F O R SUBMITTAL/REVISION SHEET NUMBER UR B A N D E S I G N G R O U P SHEET TITLE 15 4 4 5 5 3 r d A V E . S . S T E . 1 1 0 , T U K W I L A , W A 9 8 1 8 8 (2 0 6 ) 8 3 8 -82 5 0 E -ma i l : u r b a n d e s i g n c e n t e r @ y a h o o . c o m PROJECT NUMBER DESIGNED BY: SUBMITTED: REVISED: DRAFTED BY: A4 ROOF LAYOUT AN D R E Y DO L G O V Y A Z O V 23152 PAVEL MELNIK DARYNA FESKOVA & LIZA MILEVSKA NORTH MAIN FLOOR MAIN FLOOR PL. @ MAIN FLR.PL. @ MAIN FLR. UPPER FLOOR UPPER FLOOR PL. @ UPPER FLR.PL. @ UPPER FLR. S.G. CONT. METAL GUTTER ON 5/4X8 FASCIA BRD. TYP. LAP SIDING TYP. LAP SIDING TYP. CONT. METAL GUTTER ON 5/4X8 FASCIA BRD. TYP. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION, R308.4.1. SAFETY GLAZING. CONCRETE COV'D PATIO REAR(SOUTH) ELEVATION SCALE: 1/4" = 1'-0" COMP. SHINGLES TYP. TOP OF ROOF TOP OF ROOF GARAGE SLAB GARAGE SLAB 9' - 6 " 1' - 0 " 9' - 0 " 8' - 3 1 / 2 " 27 ' - 3 1 / 2 " S.G.S.G.S.G. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION, R308.4.1. SAFETY GLAZING. 9' - 0 " 1' - 0 " 9' - 0 " 8' - 3 1 / 2 " S.G.S.G.S.G.S.G. METAL CANOPY METAL CANOPY CONCRETE COV'D PATIO WRAP AROUND COLUMN WRAP AROUND COLUMN 3' - 0 " UNIT A UNIT B 3' - 0 " MAIN FLOOR MAIN FLOOR PL. @ MAIN FLR.PL. @ MAIN FLR. UPPER FLOOR UPPER FLOOR PL. @ UPPER FLR.PL. @ UPPER FLR. FRONT (NORTH)ELEVATION SCALE: 1/4" = 1'-0" CONT. METAL GUTTER ON 5/4X8 FASCIA BRD. TYP. LAP SIDING TYP. CONT. METAL GUTTER ON 5/4X8 FASCIA BRD. TYP. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION, R308.4.1. SAFETY GLAZING. CONCRETE COV'D PORCH COMP. SHINGLES TYP. WRAP AROUND COLUMN SOFFIT, VENT & INSULATE CANT'L W/ R-38 INSUL. HARDIE PANELS TYP. S.G. TOP OF ROOF TOP OF ROOF GARAGE SLAB GARAGE SLAB 8' - 3 1 / 2 " 9' - 0 " 1' - 0 " 9' - 0 " 27 ' - 3 1 / 2 " 17 ' - 0 " 17 ' - 0 " 5" 12" 5" 12" 2" 12" 2" 12" 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " S.G.S.G. S.G. S.G.S.G. S.G.S.G. S.G. S.G. S.G. S.G. S.G. S.G. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION, R308.4.1. SAFETY GLAZING. WRAP AROUND COLUMN CONCRETE DRIVEWAY CONCRETE COV'D PORCH LAP SIDING TYP. SOFFIT, VENT & INSULATE CANT'L W/ R-38 INSUL. HARDIE PANELS TYP. METAL CANOPY METAL CANOPY 6 A9.1 B E A M 8' - 3 1 / 2 " 9' - 0 " 1' - 0 " 9' - 0 " 0' - 6 " UNIT A UNIT B 1' - 0 " DATE PR E P A R E D F O R SUBMITTAL/REVISION SHEET NUMBER UR B A N D E S I G N G R O U P SHEET TITLE 15 4 4 5 5 3 r d A V E . S . S T E . 1 1 0 , T U K W I L A , W A 9 8 1 8 8 (2 0 6 ) 8 3 8 -82 5 0 E -ma i l : u r b a n d e s i g n c e n t e r @ y a h o o . c o m PROJECT NUMBER DESIGNED BY: SUBMITTED: REVISED: DRAFTED BY: A5 FRONT & REAR ELEVATIONS AN D R E Y DO L G O V Y A Z O V 23152 PAVEL MELNIK DARYNA FESKOVA & LIZA MILEVSKA ELEVATION NOTES: 1. VERIFY SHEAR WALL NAILING & HOLDOWNS PER PLAN PRIOR TO INSTALLING SIDING. 2. CAULK ALL EXTERIOR JOINTS & PENETRATIONS. 3. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.C. R703.8 4. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. R905.2.8 5. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR & GARAGE-INTERIOR DOORS. 6.PROVIDE CONTINUOUS GUTTERS & DOWNSPOUTS @ ALL EAVES, TYP. 7.ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. MIN. 4" HEIGHT, 1/2" STROKE WIDTH AND CONTRASTING BACKGROUND. 8.PROVIDE STAIRWAY ILLUMINATION PER I.R.C. R303.6 9.SEE SHEET A1 FOR ADDITIONAL NOTES. 10.PROVIDE SURFACE DRAINAGE 6" : 10' MIN. AWAY FROM HOUSE FOOTPRINT IRC R401.3 NOTE: NO OPERABLE WINDOW SHALL BE INSTALLED LESS THAN 24 INCHES ABOVE FINISHED FLOOR THAT IS GREATER THAN 72 INCHES ABOVE THE FINISH GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING. NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. SMOKE & CARBON MONOXIDE ALARMS: SMOKE AND CARBON MONOXIDE ALARMS MUST BE PROVIDED IN ALL REQUIRED LOCATIONS AND MUST BE: * AUDIBLE IN ALL PARTS OF THE HOUSE * INSTALLED PER MANUFACTURER'S INSTRUCTIONS NEW HOUSES (IRC R314 & R315) SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE REQUIRED AND MUST BE CONNECTED TO THE MAIN ELECTRICAL SYSTEM WITH BATTERY BACKUP. CARBON MONOXIDE ALARMS ARE REQUIRED IN ALL NEW AND EXISTING HOMES, APARTMENTS, CONDOMINIUMS, AND OTHER MULTI-FAMILY UNITS. REQUIRED LOCATIONS * SMOKE ALARMS SHALL BE LOCATED IN EACH SLEEPING ROOM AND IN NAPPING AREAS IN A FAMILY HOME CHILD CARE. * SMOKE ALARMS AND CARBON MONOXIDE ALARMS SHALL BE LOCATED OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. * SMOKE ALARMS AND CARBON MONOXIDE ALARMS SHALL BE LOCATED ON EVERY FLOOR LEVEL, INCLUDING BASEMENTS (DOES NOT INCLUDE CRAWLSPACE AND UNINHABITABLE ATTICS). * IN SPLIT LEVEL FLOOR PLANS, AT THE UPPER LEVEL, PROVIDED THERE IS NO INTERVENING DOOR BETWEEN ADJACENT LEVELS AND THE LOWER LEVEL IS LESS THAN A FULL STORY BELOW THE UPPER LEVEL * A CARBON MONOXIDE ALARM IS REQUIRED IN A BEDROOM WHEN A FUELBURNING APPLIANCE IS INSTALLED IN THE BEDROOM OR ITS ATTACHED BATHROOM. * A COMBINATION ALARM (COMBINED SMOKE AND CARBON MONOXIDE ALARM) IS ACCEPTABLE IN ANY REQUIRED LOCATION. *WALL MOUNTED ALARMS MUST BE NOT MORE THAN 12 INCHES FROM THE ADJOINING CEILING SURFACE. * AVOID PLACING ALARMS LESS THAN 3 FEET FROM SUPPLY REGISTERS OF A FORCED AIR HEATING OR COOLING SYSTEM AND DO NOT PLACE ALARMS IN THE DIRECT AIRFLOW OF THE REGISTERS. * AVOID PLACING ALARMS WITHIN 3 FEET HORIZONTALLY FROM DOORS TO BATHROOMS CONTAINING A BATHTUB OR SHOWER. * DO NOT PLACE ALARMS IN SPACES WHERE TEMPERATURES MAY BE ABOVE OR BELOW THE ALARM'S OPERATING TEMPERATURE RANGE. * DO NOT PLACE ALARMS WITHIN 3 FEET OF THE BLADES OF A CEILING FAN. * ALARMS IN PEAKED OR SLOPED CEILINGS MUST BE WITHIN 3 FEET OF THE PEAK, MEASURED HORIZONTALLY, BUT NOT IN THE HIGHEST 4 INCHES OF THE CEILING, MEASURED VERTICALLY. A. PHOTOELECTRIC SMOKE ALARMS MUST NOT BE LESS THAN 6 FEET FROM A PERMANENT COOKING APPLIANCE. B. IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH MUST NOT BE LESS THAN 10 FEET FROM A PERMANENT COOKING APPLIANCE. C. IONIZATION SMOKE ALARMS WITHOUT AN ALARM-SILENCING SWITCH MUST NOT BE LESS THAN 20 FEET FROM A PERMANENT COOKING APPLIANCE CARBON MONOXIDE ALARM LOCATION LIMITATIONS * DO NOT PLACE ALARMS DIRECTLY ABOVE OR BESIDE FUEL-BURNING APPLIANCES. * DO NOT PLACE ALARMS IN DIRECT SUNLIGHT. * DO NOT PLACE ALARMS IN LOW AREAS WHERE CHILDREN CAN REACH. DO NOT PLACE ALARMS BEHIND CURTAINS OR ANY STRUCTURE THAT MIGHT PREVENT CARBON MONOXIDE FROM REACHING THE SENSOR. FOR SIDING & PANEL DETAILS SEE SHEETS A11 & A12 PR O J E C T N A M E CR Y S T A L _ S P R I N G _ D U P L E X _ B U I L D I N G - 2 10 0 1 C R Y S T A L S P R I N G S S T N W YE L M , W A 9 8 5 9 7 PA R C E L N O : 2 2 7 1 9 2 2 0 1 1 3 MAIN FLOOR MAIN FLOOR PL. @ MAIN FLR.PL. @ MAIN FLR. UPPER FLOOR UPPER FLOOR PL. @ UPPER FLR.PL. @ UPPER FLR. LAP SIDING TYP. CONT. METAL GUTTER ON 5/4X8 FASCIA BRD. TYP. HARDIE PANELS TYP. RIGHT (EAST)ELEVATION SCALE: 1/4" = 1'-0" COMP. SHINGLES TYP. TOP OF ROOF TOP OF ROOF GARAGE SLAB GARAGE SLAB 8' - 3 1 / 2 " 9' - 0 " 1' - 0 " 9' - 0 " 0' - 6 " 5" 12" 5" 12" 3" 12" COMP. SHINGLES TYP. 27 ' - 9 1 / 2 " 8' - 3 1 / 2 " 9' - 0 " 1' - 0 " 9' - 6 " METAL CANOPY METAL CANOPY WRAP AROUND COLUMN CONCRETE COV'D PORCH CONCRETE COV'D PATIO CONT. METAL GUTTER ON 5/4X8 FASCIA BRD. TYP. WRAP AROUND COLUMN LAP SIDING TYP. 3' - 0 " 3' - 0 " MAIN FLOOR MAIN FLOOR PL. @ MAIN FLR.PL. @ MAIN FLR. UPPER FLOOR UPPER FLOOR PL. @ UPPER FLR.PL. @ UPPER FLR. LEFT(WEST) ELEVATION SCALE: 1/4" = 1'-0" CONT. METAL GUTTER ON 5/4X8 FASCIA BRD. TYP. COMP. SHINGLES TYP. TOP OF ROOF TOP OF ROOF GARAGE SLAB GARAGE SLAB 8' - 3 1 / 2 " 9' - 0 " 1' - 0 " 9' - 6 " 5" 12" 5" 12" 3" 12" COMP. SHINGLES TYP.8' - 3 1 / 2 " 9' - 0 " 1' - 0 " 9' - 6 " 27 ' - 9 1 / 2 " LAP SIDING TYP. HARDIE PANELS TYP. METAL CANOPY METAL CANOPY WOOD POST 6"X6" CONCRETE COV'D PATIO CONT. METAL GUTTER ON 5/4X8 FASCIA BRD. TYP. WRAP AROUND COLUMN LAP SIDING TYP. CONCRETE COV'D PORCH 1' - 0 " 5' - 0 " 3' - 0 " 2' - 0 " 5' - 0 " 3' - 0 " BEA M BEAM 2"/12 5"/12 DATE PR E P A R E D F O R SUBMITTAL/REVISION SHEET NUMBER UR B A N D E S I G N G R O U P SHEET TITLE 15 4 4 5 5 3 r d A V E . S . S T E . 1 1 0 , T U K W I L A , W A 9 8 1 8 8 (2 0 6 ) 8 3 8 -82 5 0 E -ma i l : u r b a n d e s i g n c e n t e r @ y a h o o . c o m PROJECT NUMBER DESIGNED BY: SUBMITTED: REVISED: DRAFTED BY: A6 RIGHT & LEFT ELEVATIONS AN D R E Y DO L G O V Y A Z O V 23152 PAVEL MELNIK DARYNA FESKOVA & LIZA MILEVSKA ELEVATION NOTES: ELEVATION NOTES: 1. VERIFY SHEAR WALL NAILING & HOLDOWNS PER PLAN PRIOR TO INSTALLING SIDING. 2. CAULK ALL EXTERIOR JOINTS & PENETRATIONS. 3. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.C. R703.8 4. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. R905.2.8 5. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR & GARAGE-INTERIOR DOORS. 6.PROVIDE CONTINUOUS GUTTERS & DOWNSPOUTS @ ALL EAVES, TYP. 7.ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. MIN. 4" HEIGHT, 1/2" STROKE WIDTH AND CONTRASTING BACKGROUND. 8.PROVIDE STAIRWAY ILLUMINATION PER I.R.C. R303.6 9.SEE SHEET A1 FOR ADDITIONAL NOTES. 10.PROVIDE SURFACE DRAINAGE 6" : 10' MIN. AWAY FROM HOUSE FOOTPRINT IRC R401.3 NOTE: NO OPERABLE WINDOW SHALL BE INSTALLED LESS THAN 24 INCHES ABOVE FINISHED FLOOR THAT IS GREATER THAN 72 INCHES ABOVE THE FINISH GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING. NOTE: HEIGHT HAS BEEN CALCULATED PER EXISTING AVERAGE GRADE NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. FOR SIDING & PANEL DETAILS SEE SHEETS A11 & A12 PR O J E C T N A M E CR Y S T A L _ S P R I N G _ D U P L E X _ B U I L D I N G - 2 10 0 1 C R Y S T A L S P R I N G S S T N W YE L M , W A 9 8 5 9 7 PA R C E L N O : 2 2 7 1 9 2 2 0 1 1 3 DATE PR E P A R E D F O R SUBMITTAL/REVISION SHEET NUMBER UR B A N D E S I G N G R O U P SHEET TITLE 15 4 4 5 5 3 r d A V E . S . S T E . 1 1 0 , T U K W I L A , W A 9 8 1 8 8 (2 0 6 ) 8 3 8 -82 5 0 E -ma i l : u r b a n d e s i g n c e n t e r @ y a h o o . c o m PR O J E C T N A M E PROJECT NUMBER DESIGNED BY: SUBMITTED: REVISED: DRAFTED BY: A7 PERSPECTIVE VIEWS AN D R E Y DO L G O V Y A Z O V 23152 PAVEL MELNIK DARYNA FESKOVA & LIZA MILEVSKA PERSPECTIVE VIEW: FRONT/TOP BIRD VIEW PERSPECTIVE VIEW: FRONT / RIGHT ELEVATION PERSPECTIVE VIEW: REAR/RIGHT ELEVATION PERSPECTIVE VIEW: FRONT / LEFT ELEVATION PERSPECTIVE VIEW: PERSPECTIVE VIEWS ARE FOR REFERENCE ONLY. THEY SHOULD NOT BE USED TO DETERMINE ANY PORTION OF THE CONSTRUCTION OTHER THAN GENERAL MATERIAL APPEARANCE. REFER TO ELEVATION SHEETS FOR DETAILS. PR O J E C T N A M E CR Y S T A L _ S P R I N G _ D U P L E X _ B U I L D I N G - 2 10 0 1 C R Y S T A L S P R I N G S S T N W YE L M , W A 9 8 5 9 7 PA R C E L N O : 2 2 7 1 9 2 2 0 1 1 3 MAIN FLOOR MAIN FLOOR PL. @ MAIN FLR.PL. @ MAIN FLR. UPPER FLOOR UPPER FLOOR PL. @ UPPER FLR.PL. @ UPPER FLR. BUILDING CROSS-SECTION -'1' SCALE: 1/4" = 1'-0" TOP OF ROOF TOP OF ROOF GARAGE SLAB GARAGE SLAB 8' - 3 1 / 2 " 9' - 0 " 1' - 0 " 9' - 6 " 27 ' - 9 1 / 2 " LOFT/STUDY LAUNDRY BATH BATH LAUNDRY LOFT/STUDY DININGGARAGEGARAGEDINING 1/2" G.W.B. TYP. 1/2" G.W.B. TYP. 1/2" G.W.B. TYP. 1/2" G.W.B. TYP. 1/2" G.W.B. TYP. 1/2" G.W.B. TYP. 1/2" G.W.B. TYP. 1/2" G.W.B. TYP. 1/2" G.W.B. TYP. 1/2" G.W.B. TYP. 5/8" G.W.B. TYP. R-49 INSULATION MIN. TYPICAL EXTERIOR WALL: 2-2X6 TOP PLATES 2X6 STUDS 16" O.C. 2X6 BOTTOM PLATE 7/16" OSB (APA 24/16) SHT'G AIR BARRIER (TYVEK OR EQ.) EXT. SIDING PER ELEVATIONS 1/2" G.W.B. 2x6 STUDS 16" O.C. W / R-21 INSULATION TYP. TYPICAL ROOF CONSTRUCTION ARCH. LAM. COMP. ROOFING OVER 15# ROOFING FELT OVER1/2" CDX OR 7/16" OSB SHT'G (CCX PLYWD AT EXPOSED EAVES) MFG. ROOF TRUSSES @ 24" O.C. TYPICAL INTERIOR WALL (2) 2X4 TOP PLATES 2X4 STUDS 6" O.C. 2X4 BOTTOM PLATE FLOOR JOISTS PER ENGINEER ATTIC MANUFACTURED TRUSSES @ 24" O.C. 4" THICK CONC. SLAB OVER 4" COMPACT SAND AND GRAVEL BASE MIN. 2'-3" R-10 RIGID INSULATION @ PERIM. ATTIC MANUFACTURED TRUSSES @ 24" O.C. 2x6 STUDS 16" O.C. W / R-21 INSULATION TYP. TYPICAL EXTERIOR WALL: 2-2X6 TOP PLATES 2X6 STUDS 16" O.C. 2X6 BOTTOM PLATE 7/16" OSB (APA 24/16) SHT'G AIR BARRIER (TYVEK OR EQ.) EXT. SIDING PER ELEVATIONS 1/2" G.W.B. TYPICAL INTERIOR WALL (2) 2X4 TOP PLATES 2X4 STUDS 6" O.C. 2X4 BOTTOM PLATE R-38 INSULATION FOOTINGS PER ENGINEER S-SHEETS TIGHTLINE STORM DRAIN SEPARATELY FROM THE FOOTING DRAINS TIGHTLINE STORM DRAIN SEPARATELY FROM THE FOOTING DRAINS FOOTINGS PER ENGINEER S-SHEETS 5/8" G.W.B. TYP. FOOTINGS PER ENGINEER S-SHEETS SEE PARTY WALLS DETAILS (A8) •SHT'G PER STRUCT. •JOIST OR TJI PER STRUCT. •5/8" G.W.B. •CONCRETE FLOOR PER STRUCT. •VAPOR BARRIER •2" RIGID SLAB IMSUL., R-10 MIN. UNDER ENTIRE SLAB •COMPACT FILL PER STRUCT. •EARTH CLADDING PER ELEVATION 3/4" PT WOOD FURRING STRIPS FLUID APPLIED WRB MEMBRANE SHEATING PER STRUCTURE R-21 PLUS R-4 CI HIGH DENSITY FIBERGLASS BATT FRAMING PER STRUCTURE 1 LAYER 5/8" TYPE X GYP BOARD (1 HR RATING INSIDE) VAPOR CONTROL GWB PRIMER NOTE: BATHROOMS AT HIGH HUMIDITY ZONES ALONG EXTRIOIR WALLS MUST HAVE A VAPOR BARRIER (CLASS 1) 2) BASIS OF DESIGN: MEMBRANE BY CERTAINTEED 1.PARTY WALL DETAILS SCALE: 1/2" = 1' -0" 5/8" TYPE "X" GYP BOARD MIN. 7/16 CATEGORY LP FLAMEBLOCK 1-SIDED W/0.060" THICK PYROTITE LAMINATE APPLIED TO ONLY FACE OF THE WOOL PANEL FACING WALL CAVITY IN ASSEMBLY U350, TYPE B (1 LAYER ON EACH SIDE OF AIR SPACE), (2 LAYERS TOTAL) MIN. 1" AIR SPACE SEPARATION FRAMING PER STRUCTURE UL ASSEMBLY U350 TYPE B FIRE RATING: 2 HRS 5/8" G.W.B. 2X @ 24" O.C. •TYPICAL INTERIOR WALL •PROVIDE TYPE-X GWB AT BATHROOMS & LAUNDRY PER ENGINEERING SHEETS (2) #4 BAR CONTINIOUS #4 BAR VERTICAL @ 16" O.C. & HORIZONTAL @ 10" O.C. (2) #4 BAR CONT. MAX. 6" BELOW TOP OF FND. WALL P.T. SILL PLATE & A.B. PER SHEAR WALL SCHEDULE AND/OR FOUNDATION PLAN 1ST FLOOR 2ND FLOOR JOISTS PER ENGINEERING S-SHEETS MINERAL WOOL FIRE STOPPING 3/4" T. & G. PLYWOOD SUBFLOOR GLUED & NAILED, TYPICAL JOISTS PER ENGINEERING S-SHEETS MINERAL WOOL FIRE STOPPING 3/4" T. & G. PLYWOOD SUBFLOOR GLUED & NAILED, TYPICAL 3RD FLOOR F1 F2 W1 W2 W3 W2 A11 W2 A11 W2 A11 F1 A11 F1 A11 F2 A11 VARIES R-21 PLUS R-4 CI HIGH DENSITY FIBERGLASS BATT DATE PR E P A R E D F O R SUBMITTAL/REVISION SHEET NUMBER UR B A N D E S I G N G R O U P SHEET TITLE 15 4 4 5 5 3 r d A V E . S . S T E . 1 1 0 , T U K W I L A , W A 9 8 1 8 8 (2 0 6 ) 8 3 8 -82 5 0 E -ma i l : u r b a n d e s i g n c e n t e r @ y a h o o . c o m PROJECT NUMBER DESIGNED BY: SUBMITTED: REVISED: DRAFTED BY: A8 BUILDING CROSS-SECTION & SCHEDULES AN D R E Y DO L G O V Y A Z O V 23152 PAVEL MELNIK DARYNA FESKOVA & LIZA MILEVSKA NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. SECTION 312.12: RODENT PROOFING: STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED SO THAT NO OPENING EXCEEDS 1/2 OF AN INCH IN THE LEAST DIMENSION. 312.12.1: METER BOXES SHALL BE CONSTRUCTED IN SUCH A MANNER THAT RATS CANNOT ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO THE BUILDING. 312.12.2: METAL COLLARS. IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN MADE IN WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED TO THE ADJOINING STRUCTURE. 312.12.3: TUB WASTE OPENINGS. TUB WASTE OPENINGS IN FRAMED CONSTRUCTION TO CRAWL SPACES AT OR BELOW THE FIRST FLOOR SHALL BE PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE WITH NO OPENING GREATER THAN 1/2 OF AN INCH IN THE LEAST DIMENSION. * 2018 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS (UPC) 2018 IRC SECTION R302.11 FIREBLOCKING. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: A) VERTICALLY AT THE CEILING AND FLOOR LEVELS. B) HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. 2) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3) IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. 4) AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5) FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 6) FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. FIRE BLOCKING MATERIALS SHALL CONSIST OF MATERIAL LISTED IN SECTION R302.11.1. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. DRAFTSTOPPING: WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW A CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET. DRAFTSTOPS SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. DRAFTSTOPPING MATERIALS SHALL CONSIST OF MATERIALS LISTED IN SECTION R302.12.1. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN Ѕ INCH GYPSUM, 3/8 INCH WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. NOTE: FOR MORE DETAILS SEE STRUCTURAL ENGINEERING PLAN. PR O J E C T N A M E CR Y S T A L _ S P R I N G _ D U P L E X _ B U I L D I N G - 2 10 0 1 C R Y S T A L S P R I N G S S T N W YE L M , W A 9 8 5 9 7 PA R C E L N O : 2 2 7 1 9 2 2 0 1 1 3 FEILD NAILING 2X6 @ 16" O.C. (TYP. UNLESS NOTED OTHERWISE ON PLAN 10d @ 12" O.C. SHEATHING 10d @ 12" O..C. 1 CORNER FRAMING NOT TO SCALE OPENING TRIMMER EXTERIOR PLYWOOD KING STUD 4X HEADER R-10 RIGID INSULATION @ EXTERIOR SIDE OF WALL (SHADED AREA) CONT. DBL. TOP PLATE HEADER/ INSULATION2 3 WATER HEATER ANCHORAGE STAIR & RAILING DETAIL * * 2 X BLOCKING 2 X 12 STRINGER BTWN 1" & 2" HANDGRIP SECTION 1_" PART. BD. BULLNOSE TREADS GLUED & SCREWED (INSTALL AFTER ROOF ON) \" PLYWOOD RISERS (3) 2 X 12 STRINGERS }" TYPE "X" G.W.B. TYP. UNDER STAIR HANDRAIL BALLUSTER OR PARTITION SHOE RAIL FOR BALLUSTERS NOSING OF TREAD 6' -8" M I N . H E A D R M . 3" BT W N . 2 ' -10 " & 3 ' -2" 10" 7\" (MIN. 10") (M A X . 7 [ " ) 4" (MAX.) (VERIFY STYLE) 1" 1" 5" 1"1" HANDRAIL PARTITION RAILING PROVIDE MIN. 36" CLEAR WIDTH AT STAIRWAYS "SIMPSON" LS50 EA. SIDE 4 STAIR & RAILING DETAIL5 SIMPSON A34 POST TO TOP PLATE 10d COMMON NAILS STAGGERED AT 6" O.C. 2X6 16" O.C. STUD HALF-WALL INFILL W/ CONTINUOUS 2X6 CAP PLATE. 10d COMMON NAILS BOTH SIDES STAGGERED AT 6" O.C. 4X4 DF #2 POST AT 8FT O.C. ATTACHED TO 2X12 JOISTS W/ (2) 1/2" DIA. x 6" LONG THRU BOLTS W/ NUT AND WASHERS CONTINUOUS 2X12 RIM JOIST SIMPSON A34 POST TO TOP PLATE 2X12 FLR JSTS @ 16" O.C. mi n . 3 6 " 6 " 2 " 7 HALF WALL FRAMING HIGH ROOF VENTS6 STEM WALL W/ INSUL. SLAB8 * * 2 X BLOCKING 2 X 12 STRINGER BTWN 1" & 2" HANDGRIP SECTION 1_" PART. BD. BULLNOSE TREADS GLUED & SCREWED (INSTALL AFTER ROOF ON) \" PLYWOOD RISERS (3) 2 X 12 STRINGERS }" TYPE "X" G.W.B. TYP. UNDER STAIR HANDRAIL BALLUSTER OR PARTITION SHOE RAIL FOR BALLUSTERS NOSING OF TREAD 6' -8" M I N . H E A D R M . 3" BT W N . 2 ' -10 " & 3 ' -2" 10" 7\" (MIN. 10") (M A X . 7 [ " ) 4" (MAX.) (VERIFY STYLE) 1" 1" 5" 1"1" HANDRAIL PARTITION RAILING PROVIDE MIN. 36" CLEAR WIDTH AT STAIRWAYS "SIMPSON" LS50 EA. SIDE MEMBERS PER PLAN ROOF FRAMING ROOFING MATERIAL PER PAPER & SHEATHING PER PLAN ELEVATION OVER BUILDING VENT CAP BAFFLE SYSTEM NOT TO SCALEROUGH C U T OP ENI NG DATE PR E P A R E D F O R SUBMITTAL/REVISION SHEET NUMBER UR B A N D E S I G N G R O U P SHEET TITLE 15 4 4 5 5 3 r d A V E . S . S T E . 1 1 0 , T U K W I L A , W A 9 8 1 8 8 (2 0 6 ) 8 3 8 -82 5 0 E -ma i l : u r b a n d e s i g n c e n t e r @ y a h o o . c o m PROJECT NUMBER DESIGNED BY: SUBMITTED: REVISED: DRAFTED BY: A9 DETAILS AND NOTES AN D R E Y DO L G O V Y A Z O V 23152 PAVEL MELNIK DARYNA FESKOVA & LIZA MILEVSKA PR O J E C T N A M E CR Y S T A L _ S P R I N G _ D U P L E X _ B U I L D I N G - 2 10 0 1 C R Y S T A L S P R I N G S S T N W YE L M , W A 9 8 5 9 7 PA R C E L N O : 2 2 7 1 9 2 2 0 1 1 3 DATE PR E P A R E D F O R SUBMITTAL/REVISION SHEET NUMBER UR B A N D E S I G N G R O U P SHEET TITLE 15 4 4 5 5 3 r d A V E . S . S T E . 1 1 0 , T U K W I L A , W A 9 8 1 8 8 (2 0 6 ) 8 3 8 -82 5 0 E -ma i l : u r b a n d e s i g n c e n t e r @ y a h o o . c o m PROJECT NUMBER DESIGNED BY: SUBMITTED: REVISED: DRAFTED BY: A9.1 PROJECT DETAILS AN D R E Y DO L G O V Y A Z O V 23152 PAVEL MELNIK DARYNA FESKOVA & LIZA MILEVSKA BASIC STAIRS DETAIL1 GUARDRAILS DETAIL2 ALARMS DETAIL3 EMERGENCY EGRESS DETAIL4 SAFETY GLAZING DETAIL5 WINDOW FALL PROTECTION 6 PR O J E C T N A M E CR Y S T A L _ S P R I N G _ D U P L E X _ B U I L D I N G - 2 10 0 1 C R Y S T A L S P R I N G S S T N W YE L M , W A 9 8 5 9 7 PA R C E L N O : 2 2 7 1 9 2 2 0 1 1 3 DATE PR E P A R E D F O R SUBMITTAL/REVISION SHEET NUMBER UR B A N D E S I G N G R O U P SHEET TITLE 15 4 4 5 5 3 r d A V E . S . S T E . 1 1 0 , T U K W I L A , W A 9 8 1 8 8 (2 0 6 ) 8 3 8 -82 5 0 E -ma i l : u r b a n d e s i g n c e n t e r @ y a h o o . c o m PROJECT NUMBER DESIGNED BY: SUBMITTED: REVISED: DRAFTED BY: A10 SCHEDULES UNIT A AN D R E Y DO L G O V Y A Z O V 23152 PAVEL MELNIK DARYNA FESKOVA & LIZA MILEVSKA ENERGY NOTES: 1. A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE COMPLYING WITH SEC R401.3 IS REQUIRED TO BE COMPLETED BY THE DESIGN PROFESSIONAL OR BUILDING AND PERMANENTLY POSTED WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. 2. DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION PER SEC R403.2.2. 3. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE PER SEC R403.1. 4. BUILDING AIR LEAKAGE TESTING, DEMONSTRATING THAT LEAKAGE RATE NOT EXCEED 5 AIR CHANGES PER HOUR AND CONFORM TO SEC R402.4.1 THROUGH R402.4.4. 5. MINIMUM 90% OF ALL INTERIOR LIUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES PER SEC R404.1. 6. BUILDING ENVELOPE MEETS REQUIREMENTS OF TABLE R402.1.1, CLIMATE ZONE 4 OF 2018 SEC. CERTIFICATE (WSEC R401.3): A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WITHIN THREE FEET OF ELECTRICAL DISTRIBUTION PANEL. THE CERTICATE MUST LIST THE ENERGY FEATURES OF THE STRUCTURE AND THE RESULTS FROM THE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FLOW RATE TEST. DUCTS (WSEC R403.2.2): DUCTS MUST BE LEAK TESTED IN ACCORDANCE WITH WSU RS-33 USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED. DUCT TIGHTNESS MUST BE VERIFIED BY EITHER THE POSTCONSTRUCTION TEST OR ROUGH-IN TEST PER WSEC R403.2.2. TOTAL LEAKAGE MUST BE LESS THAN OR EQUAL TO 4 CFM PER 100 S.F. OF CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0.1" W.G. (25 Pa) ACROSS THE ENTIRE SYSTEM. PROVIDE GENERAL NOTES TO ADDRESS THIS REQUIREMENT. PER WSEC R402.4, THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE. THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL (R402.4.1.2). PER WSEC R403.1.1, AT LEAST ONE THERMOSTAT PER DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE. PER WSEC R404.1,NOT LESS THAN 90 PERCENT OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS. DUCTS (R403.3.5) *INSTALLATION OF DUCTS IN EXTERIOR WALLS, FLOOR OR CEILING CANNOT DISPLACE REQUIRED INSULATION. *BUILDING CAVITIES CANNOT BE USED AS DUCTS DUCT TESTING (R403.3.5) *DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST BE TESTED. NOTE: REFER TO STRUCTURAL ENGINEERING SHEETS FOR FOUNDATION/CRAWL SPACE VENTILATION. R302.6 DWELLING-GARAGE FIRE SEPARATION THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. R314.2.3 A HEAT DETECTOR OR HEAT ALARM RATED FOR THE AMBIENT OUTDOOR TEMPERATURES AND HUMIDITY SHALL BE INSTALLED IN NEW GARAGES THAT ARE ATTACHED TO OR LOCATED UNDER NEW AND EXISTING DWELLINGS. HEAT DETECTORS AND HEAT ALARMS SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. EXCEPTION: HEAT DETECTORS AND HEAT ALARMS SHALL NOT BE REQUIRED IN DWELLINGS WITHOUT COMMERCIAL POWER. REQUIRED SAFETY GLAZING LOCATIONS: 1.GLAZING IN SWINGING DOORS EXCEPT LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH IRC R308.2. 2.GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3.GLAZING IN STORM DOORS. 4.GLAZING IN ALL UNFRAMED SWINGING DOORS 5.GLAZING IN DOORS, WALLS, FENCES AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHROOMS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE ANY STANDING OR WALKING SURFACE. EXCEPTION: OPENINGS THROUGH WHICH A 3" SHPERE IS UNABLE TO PASS. 6.GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE. EXCEPTION: WHERE THERE IS AN INTERVENING WALL OR PARTITION BETWEEN DOOR AND GLAZING OR WHERE THE DOOR ACCESSES A CLOSET 3' OR LESS IN DEPTH. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, WHEN ALL OF THE FOLLOWING APPLY: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 S.F. 7.2 BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36" ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE GLAZING. EXCEPTION: WHERE A PROTECTIVE 1-1/2"-WIDE BAR IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34" - 38" ABOVE THE FLOOR AND IS CAPABLE OF WITHSTANDING A LOAD OF 50 LBS PER LINEAL FOOT OR WHERE THE BOTTOM EDGE OF THE GLASS IS 25' OR MORE ABOVE GRADE, A ROOF, WALKING SURFACE, OR OTHER HORIZONTAL SURFACE. 8.GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDES STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS. 9.GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A WALKING SURFACE AND WITHIN 60" HORIZONTALLY OF THE WATER'S EDGE. THIS WILL APLY TO ALL SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10.R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES (914 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: 1. WHERE A RAIL IS INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE GLAZING 34 TO 38 INCHES (864 TO 965 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) WITHOUT CONTACTING THE GLASS AND HAVE A CROSS-SECTIONAL HEIGHT OF NOT LESS THAN 11/2 INCHES (38 MM). 2. GLAZING 36 INCHES (914 MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING SURFACE. 11.R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES (914 MM) ABOVE THE LANDING AND WITHIN A 60-INCH (1524 MM) HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTION: THE GLAZING IS PROTECTED BY A GUARD COMPLYING WITH SECTION R312 AND THE PLANE OF THE GLASS IS MORE THAN 18 INCHES (457 MM) FROM THE GUARD. NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN. NOTE: CALCULATIONS AND SCHEDULES TO BE APPLIED TO BOTH UNITS A & B PR O J E C T N A M E CR Y S T A L _ S P R I N G _ D U P L E X _ B U I L D I N G - 2 10 0 1 C R Y S T A L S P R I N G S S T N W YE L M , W A 9 8 5 9 7 PA R C E L N O : 2 2 7 1 9 2 2 0 1 1 3 DATE PR E P A R E D F O R SUBMITTAL/REVISION SHEET NUMBER UR B A N D E S I G N G R O U P SHEET TITLE 15 4 4 5 5 3 r d A V E . S . S T E . 1 1 0 , T U K W I L A , W A 9 8 1 8 8 (2 0 6 ) 8 3 8 -82 5 0 E -ma i l : u r b a n d e s i g n c e n t e r @ y a h o o . c o m PROJECT NUMBER DESIGNED BY: SUBMITTED: REVISED: DRAFTED BY: A10.1 SCHEDULES UNIT B AN D R E Y DO L G O V Y A Z O V 23152 PAVEL MELNIK DARYNA FESKOVA & LIZA MILEVSKA ENERGY NOTES: 1. A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE COMPLYING WITH SEC R401.3 IS REQUIRED TO BE COMPLETED BY THE DESIGN PROFESSIONAL OR BUILDING AND PERMANENTLY POSTED WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. 2. DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION PER SEC R403.2.2. 3. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE PER SEC R403.1. 4. BUILDING AIR LEAKAGE TESTING, DEMONSTRATING THAT LEAKAGE RATE NOT EXCEED 5 AIR CHANGES PER HOUR AND CONFORM TO SEC R402.4.1 THROUGH R402.4.4. 5. MINIMUM 90% OF ALL INTERIOR LIUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES PER SEC R404.1. 6. BUILDING ENVELOPE MEETS REQUIREMENTS OF TABLE R402.1.1, CLIMATE ZONE 4 OF 2018 SEC. CERTIFICATE (WSEC R401.3): A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WITHIN THREE FEET OF ELECTRICAL DISTRIBUTION PANEL. THE CERTICATE MUST LIST THE ENERGY FEATURES OF THE STRUCTURE AND THE RESULTS FROM THE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FLOW RATE TEST. DUCTS (WSEC R403.2.2): DUCTS MUST BE LEAK TESTED IN ACCORDANCE WITH WSU RS-33 USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED. DUCT TIGHTNESS MUST BE VERIFIED BY EITHER THE POSTCONSTRUCTION TEST OR ROUGH-IN TEST PER WSEC R403.2.2. TOTAL LEAKAGE MUST BE LESS THAN OR EQUAL TO 4 CFM PER 100 S.F. OF CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0.1" W.G. (25 Pa) ACROSS THE ENTIRE SYSTEM. PROVIDE GENERAL NOTES TO ADDRESS THIS REQUIREMENT. PER WSEC R402.4, THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE. THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL (R402.4.1.2). PER WSEC R403.1.1, AT LEAST ONE THERMOSTAT PER DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE. PER WSEC R404.1,NOT LESS THAN 90 PERCENT OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS. DUCTS (R403.3.5) *INSTALLATION OF DUCTS IN EXTERIOR WALLS, FLOOR OR CEILING CANNOT DISPLACE REQUIRED INSULATION. *BUILDING CAVITIES CANNOT BE USED AS DUCTS DUCT TESTING (R403.3.5) *DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST BE TESTED. NOTE: REFER TO STRUCTURAL ENGINEERING SHEETS FOR FOUNDATION/CRAWL SPACE VENTILATION. R302.6 DWELLING-GARAGE FIRE SEPARATION THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. R314.2.3 A HEAT DETECTOR OR HEAT ALARM RATED FOR THE AMBIENT OUTDOOR TEMPERATURES AND HUMIDITY SHALL BE INSTALLED IN NEW GARAGES THAT ARE ATTACHED TO OR LOCATED UNDER NEW AND EXISTING DWELLINGS. HEAT DETECTORS AND HEAT ALARMS SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. EXCEPTION: HEAT DETECTORS AND HEAT ALARMS SHALL NOT BE REQUIRED IN DWELLINGS WITHOUT COMMERCIAL POWER. REQUIRED SAFETY GLAZING LOCATIONS: 1.GLAZING IN SWINGING DOORS EXCEPT LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH IRC R308.2. 2.GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3.GLAZING IN STORM DOORS. 4.GLAZING IN ALL UNFRAMED SWINGING DOORS 5.GLAZING IN DOORS, WALLS, FENCES AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHROOMS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE ANY STANDING OR WALKING SURFACE. EXCEPTION: OPENINGS THROUGH WHICH A 3" SHPERE IS UNABLE TO PASS. 6.GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE. EXCEPTION: WHERE THERE IS AN INTERVENING WALL OR PARTITION BETWEEN DOOR AND GLAZING OR WHERE THE DOOR ACCESSES A CLOSET 3' OR LESS IN DEPTH. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, WHEN ALL OF THE FOLLOWING APPLY: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 S.F. 7.2 BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36" ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE GLAZING. EXCEPTION: WHERE A PROTECTIVE 1-1/2"-WIDE BAR IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34" - 38" ABOVE THE FLOOR AND IS CAPABLE OF WITHSTANDING A LOAD OF 50 LBS PER LINEAL FOOT OR WHERE THE BOTTOM EDGE OF THE GLASS IS 25' OR MORE ABOVE GRADE, A ROOF, WALKING SURFACE, OR OTHER HORIZONTAL SURFACE. 8.GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDES STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS. 9.GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A WALKING SURFACE AND WITHIN 60" HORIZONTALLY OF THE WATER'S EDGE. THIS WILL APLY TO ALL SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10.R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES (914 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: 1. WHERE A RAIL IS INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE GLAZING 34 TO 38 INCHES (864 TO 965 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) WITHOUT CONTACTING THE GLASS AND HAVE A CROSS-SECTIONAL HEIGHT OF NOT LESS THAN 11/2 INCHES (38 MM). 2. GLAZING 36 INCHES (914 MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING SURFACE. 11.R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES (914 MM) ABOVE THE LANDING AND WITHIN A 60-INCH (1524 MM) HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTION: THE GLAZING IS PROTECTED BY A GUARD COMPLYING WITH SECTION R312 AND THE PLANE OF THE GLASS IS MORE THAN 18 INCHES (457 MM) FROM THE GUARD. NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN. NOTE: CALCULATIONS AND SCHEDULES TO BE APPLIED TO BOTH UNITS A & B PR O J E C T N A M E CR Y S T A L _ S P R I N G _ D U P L E X _ B U I L D I N G - 2 10 0 1 C R Y S T A L S P R I N G S S T N W YE L M , W A 9 8 5 9 7 PA R C E L N O : 2 2 7 1 9 2 2 0 1 1 3 HARDIE PANEL SIDING DETAILS SCALE: NOT TO SCALE (N.T.S.) WOOD FRAMING PATH / DRIVEWAY / SLAB CONCRETE SLAB / MASONRY FOOTING MIN. 1" -2" CLEARANCE DEPENDING ON SPECIFIC HARDIE ZONE BOTTOM PLATE MOISTURE BARRIER EXTERIOR SHEATHING WATER RESISTIVE BARRIER INSULATION WHERE REQ'D HardiePanel SidingINTERIOR SHEATHING HardieWrap or Equivalent INSULATION WHERE REQ'D WOOD FRAMING MIN. 6" GRADE CLEARANCE FOUNDATION GRADE EXTERIOR SHEATHING WATER RESISTIVE BARRIER HardiePanel Siding INTERIOR SHEATHINGINTERIOR SHEATHING HardieWrap or EquivalentTM INSULATION WHERE REQ'D WOOD FRAMING EXTERIOR SHEATHING WATER RESISTIVE BARRIER HardiePanel Siding 1/4" GAP, DO NOT CAULK Z-FLASHING OPTIONAL DECORATIVE BAND BOARD INTERIOR SHEATHING HardieWrap or Equivalent WINDOW FRAME Z-FLASHING WINDOW HEADER HardieTrim Boards FLASH WINDOW PER MANUFACTURER RECOMMENDATION 1/4" GAP, DO NOT CAULK EXTERIOR SHEATHING WATER RESISTIVE BARRIER HardiePanel Siding INTERIOR SHEATHING INSULATION WHERE REQ'D HardieWrap or Equivalent WOOD FRAMING WOOD FRAMING INTERIOR SHEATHING EXTERIOR SHEATHING WATER RESISTIVE BARRIER HardiePanel Siding HardiePanel Siding HardieTrim Boards INSULATION WHERE REQ'D LEAVE APPROPRIATE GAP AND CAULK LEAVE APPROPRIATE GAP AND CAULK HardieWrap or Equivalent EXTERIOR SHEATHING WATER RESISTIVE BARRIER WOOD FRAMING INTERIOR SHEATHING WOOD FRAMING INSULATION WHERE REQ'D HardiePanel Siding HardieTrim Boards LEAVE APPROPRIATE GAP AND CAULK LEAVE APPROPRIATE GAP AND CAULK HardieWrap or EquivalentTM IF TRIM IS PROTRUDING BEYOND WINDOW SILL IT MUST BE FLASHED WOOD FRAMING EXTERIOR SHEATHING WATER RESISTIVE BARRIER LEAVE APPROPRIATE GAP AND CAULK INSULATION WHERE REQ'D HardieTrim Boards HardiePanel Siding INTERIOR SHEATHING WINDOW FRAME FLASH WINDOW PER MANUFACTURER RECOMMENDATION HardieWrap or EquivalentTM EXTERIOR SHEATHING WATER RESISTIVE BARRIER BLOCKING AS REQ'D INSULATION WHERE REQ'D WOOD FRAMING HardiePanel Siding HardiePanel SidingINTERIOR SHEATHING FLASHING TRIM AROUND OPENING 1/4" GAP, DO NOT CAULK HardieTrim Boards FIXTURE PENETRATION LEAVE APPROPRIATE GAP AND CAULK HardieWrap or Equivalent DOOR / WINDOW JAMB WOOD FRAMING INSULATION WHERE REQUIRED EXTERIOR SHEATHING FLASHING TAPE HardieTrim Boards LEAVE APPROPRIATE GAP AND CAULK HardiePanel Siding WATER RESISTIVE BARRIER INTERIOR SHEATHING HardieWrap or Equivalent 5 HARDSCAPE CLEARANCES, DECKS, PORCHES, PATIOS, WALKWAYS, ROOFS, ETC. 2 GRADE CLEARANCE 6 HORIZONTAL VIEW 3 WINDOW/DOOR HEAD 7 OUTSIDE CORNER 9 INSIDE CORNER8WINDOW SILL 4 FIXTURE PENETRATION R R R R R R R 1 DOOR / WINDOW JAMB R-21 INSULATION R-21 INSULATION R-10 HEADER DATE PR E P A R E D F O R SUBMITTAL/REVISION SHEET NUMBER UR B A N D E S I G N G R O U P SHEET TITLE 15 4 4 5 5 3 r d A V E . S . S T E . 1 1 0 , T U K W I L A , W A 9 8 1 8 8 (2 0 6 ) 8 3 8 -82 5 0 E -ma i l : u r b a n d e s i g n c e n t e r @ y a h o o . c o m PROJECT NUMBER DESIGNED BY: SUBMITTED: REVISED: DRAFTED BY: A11 HARDIE PANEL SIDING DETAILS AN D R E Y DO L G O V Y A Z O V 23152 PAVEL MELNIK DARYNA FESKOVA & LIZA MILEVSKA PR O J E C T N A M E CR Y S T A L _ S P R I N G _ D U P L E X _ B U I L D I N G - 2 10 0 1 C R Y S T A L S P R I N G S S T N W YE L M , W A 9 8 5 9 7 PA R C E L N O : 2 2 7 1 9 2 2 0 1 1 3 LAP SIDING DETAILS SCALE: NOT TO SCALE (N.T.S.) INSULATION WHERE REQ'D WOOD FRAMING MIN. 6" GRADE CLEARANCEFOUNDATION GRADE EXTERIOR SHEATHING WATER RESISTIVE BARRIER Artisan Lap MIN. 1 1/4" OVERLAP STARTER STRIP INTERIOR SHEATHING HardieWrap or Equivalent INSULATION WHERE REQ'D WOOD FRAMING EXTERIOR SHEATHING WATER RESISTIVE BARRIER Artisan Lap MIN. 1 1/4" OVERLAP INTERIOR SHEATHING WOOD FRAMING PATH / DRIVEWAY / SLAB CONCRETE SLAB / MASONRY FOOTING MIN. 1" -2" CLEARANCE DEPENDING ON SPECIFIC HARDIE ZONE BOTTOM PLATE MOISTURE BARRIER EXTERIOR SHEATHING WATER RESISTIVE BARRIER Artisan Lap INSULATION WHERE REQ'D STARTER STRIP MIN. 1 1/4" OVERLAP INTERIOR SHEATHING HardieWrap or EquivalentTM IF TRIM IS PROTRUDING BEYOND WINDOW SILL IT MUST BE FLASHED WOOD FRAMING Artisan Accent Trim EXTERIOR SHEATHING WATER RESISTIVE BARRIER Artisan Lap LEAVE APPROPRIATE GAP AND CAULK INSULATION WHERE REQ'D MIN. 1 1/4" OVERLAP INTERIOR SHEATHING WINDOW FRAME FLASH WINDOW PER MANUFACTURER RECOMMENDATION EXTERIOR SHEATHING WATER RESISTIVE BARRIER WINDOW FRAME Z-FLASHING WOOD FRAMING WINDOW HEADER FLASH WINDOW PER MANUFACTURER RECOMMENDATION 1/4" GAP, DO NOT CAULK ARTISAN LAP ARTISAN ACCENT TRIM INSULATION WHERE REQ'D STARTER STRIP MIN. 1 1/4" OVERLAP INTERIOR SHEATHING HardieWrap or Equivalent DOOR / WINDOW JAMB WOOD FRAMING INSULATION WHERE REQUIRED EXTERIOR SHEATHING FLASHING TAPE Artisan LapARTISAN ACCENT TRIM LEAVE APPROPRIATE GAP AND CAULK WATER RESISTIVE BARRIER INTERIOR SHEATHING HardieWrap or EquivalentTM EXTERIOR SHEATHING WATER RESISTIVE BARRIER WOOD FRAMING INTERIOR SHEATHING Artisan Lap Artisan Lap Artisan Accent Trim INSULATION WHERE REQ'D LEAVE APPROPRIATE GAP AND CAULK LEAVE APPROPRIATE GAP AND CAULK HardieWrap or Equivalent 1 GRADE CLEARANCE SCALE: NTS 2 HORIZONTAL LAP VIEW SCALE: NTS 3 SCALE: N.T.S. HARDSCAPE CLEARANCES, DECKS, PORCHES, PATIOS, WALKWAYS, ROOFS, ETC. 4 WINDOW SILL SCALE: N.T.S.6 WINDOW/DOOR HEAD SCALE: N.T.S.7 DOOR / WINDOW JAMB SCALE: N.T.S.5 OUTSIDE CORNER SCALE: N.T.S. R R R R-10 HEADER R-21 INSULATION DATE PR E P A R E D F O R SUBMITTAL/REVISION SHEET NUMBER UR B A N D E S I G N G R O U P SHEET TITLE 15 4 4 5 5 3 r d A V E . S . S T E . 1 1 0 , T U K W I L A , W A 9 8 1 8 8 (2 0 6 ) 8 3 8 -82 5 0 E -ma i l : u r b a n d e s i g n c e n t e r @ y a h o o . c o m PROJECT NUMBER DESIGNED BY: SUBMITTED: REVISED: DRAFTED BY: A12 LAP SIDING DETAILS AN D R E Y DO L G O V Y A Z O V 23152 PAVEL MELNIK DARYNA FESKOVA & LIZA MILEVSKA PR O J E C T N A M E CR Y S T A L _ S P R I N G _ D U P L E X _ B U I L D I N G - 2 10 0 1 C R Y S T A L S P R I N G S S T N W YE L M , W A 9 8 5 9 7 PA R C E L N O : 2 2 7 1 9 2 2 0 1 1 3