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APPROVED PLN BLD BLD2021-0020+Architectural_Plan+1.6.2021_12.34.05_PM+1976778GENERAL 0 TE THESE DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. REPRODUCTION OR USE 76TH AV T FS OF THESE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF THE - E OWNHOM TACO FORM TO ALL APPLICABLE CODES 4 REGULATIONS. Approved by Fire2. VERIFY ALL CONDITIONS 4 DIMENSIONS IN FIELD BEFORE STARTING WORK, 4 REPORT ANY DISCREPANCIES TO THE215THST ARCHITECT. 02/18/2021 SW 3. TAKE EVERY PRECAUTION TO SAFEGUARD PERSONS 4 PROPERTY. AFM } 4. STORE MATERIALS IN AREA APPROVED BY OWNER PROTECT ALL BUILDING MATERIALS FROM WEATHER DURING DMOI�MS, CONSTRUCTION. PROTECT CONSTRUCTION FROM WEATHER AS WORK PROCEEDS. 5. REPAIR ALL DAMAGES CAUSED BY CONSTRUCTION IN THIS CONTRACT. Townhomes can have a NFPA 13D flow through type fire sprinkler system. 6. REMOVE DEBRIS FROM THE BUILDING SITE AS 17 ACCUMULATES 7o PREVENT UNSAFE CONDITIONS. A residential fire sprinkler system is required. A recommended flow -through design will 1. a. INSTALL AND APPLY MATERIALS PER MANUFACTURER'S INSTRUCTIONS 4 RECOMMENDATIONS, meets specifications and reduce equipment and continuing maintenance requirements. PEjr._ D 9. DIMENSIONS GIVEN ARE TO FACE OF FRAMING, FACE OF CONCRETE OR MASONRY, 4 TO CENTER OF OPENING UNLESS pg q OTHERWISE NOTED. ECDC19.05.020B2. Provide a minimum combination water service of one inch (1") 10. PERMIT NO SMOKING IN BUILDING. meter and one and one half (11/2") service line, or show that domestic and fire II VERIFY FIGURES SHOWN ON THE DRAWINGS BEFORE LAYING OUT THE WORK REPORT ERRORS /OR INACCURACIES IN ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE WRITING TO THE ARCHITECT BEFORE COMMENCING WORK protection needs can be met with a smaller service. OFire �lane amings for Tiinnal �O nn �LJ� �O�O 12. WRITTEN DIMENSIONS SUPERSEDE SCALED DRAWINGS. 3 IE LP Q FD1 A IJ S � l IJ V IJ � T IJ A 3 o IJ V IJ E C IJ IJ A M � � Q L 9 E L IEC IJ RD � � Lr,� � � La �] D p � � �]LIP-)0 �] C� 13. WRITTEN NOTES SUPERSEDE GRAPHIC DEPICTIONS. 14. ENGINEERING SPECIFICATIONS SUPERSEDE DRAWINGS. 15. ALIGN WINDOW 4 DOOR HEADS LINO. ARCHITECTURAL 4 LIFE SAFETY GLAZING GLAZING IN HAZARDOUS LOCATIONS SHALL BE SAFETY GLAZING PER TUBS, BATHTUBS 4 SHOWERSt 4 GLAZING IN ANY APPROVED BY PLANNING for, PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING SURFACE 4 DRAIN INLET. GLAZING SHALL BE TEMPERED IN FIXED OR - - - - - - - - - - - - - OPERABLE PANELS ADJACENT 70 A DOOR WHERE THE NEAREST EXPOSED EDGE IS WAN A 24 INCH ARC OF EITHER CONSTRUCTION TYPE ---- VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION 4 WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. IRC R308.4, OCCUPANCY GROUP :---- RULI --- ; UITH FORD VEN71LA710N May 10 2021 ENCLOSED ATTIC 4 RAFTER SPACES SHALL HAVE CROSS VENTILATION BY OPENINGS EQUAL TO 1/150 OF THE AREA. OCCUPANT LOAD --------------- EMERGENCY EGRESS EVERY SLEEPING ROOM 4 BASEMENT MUST HAVE AT LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ESCAPE. ESCAPE WINDOWS SHALL HAVE A MIN NET CLEAR AREA OF 5.1 SOFT, 4 MIN NET CLEAR EXTERIOR POSTS PROTECT EXTERIOR POSTS FROM DETERIORATION AT CONC/MASONRY FLOORS: BY RAISING BASE I INCHES MIN ABOVE FLOOR 4 6 INCHES MIN ABOVE EXPOSED EARTH, AT INDIVIDUAL PIERS: 6 INCHES MIN ABOVE EXPOSED EARTH. IRC R31S CRIPPLE WALLS SYMTDD-)CRIPPLE WALL STUDS SHALL NOT BE LESS IN SIZE NOR MORE IN SPACING THAN THE STUDDING ABOVE w/ A MIN ENGTH OF 14 INCHES OR FRAMED OF SOLID BLOCKING OR BRACED w/ PLYWOOD SHEATHING. IRC R6029 BUILDING PADS BUILDING PADS SHALL BE GRADED 2% TOWARD APPROVED DRAINAGE RECEPTACLES 4 PROVISIONS SHALL BE MADE BUILDING SECTION GRID MARKERS TO CONTROL 4 DRAIN SURFACE WATER AROUND BUILDING. A < SECTION IDENTIFICATION LETTERS IN ONE DIRECTION FNISH GRADE ELEVATION SPACE UNDER STAIRS "S< LOCATED ON SHEET_ NUMBERS IN THE OTFER THE WALLS 4 SOFFITS OF THE ENCLOSED USEABLE SPACE UNDER STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE I `�� TOP OF CURB AS REQUIRED FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION. STAIRWAYSWALL SECTION DOOR SYMBOL STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES IN WIDTH 4 HAVE MIN 6 FOOT 8 INCH HEADROOM. THE RISE OF STEPS IN 'SECTION IDENTIFICATION $ O DOOR NUMBER ,��' TOP OF PAVEMENT THE STAIRWAY SHALL NOT EXCEED 1 j INCHES 4 THE RUN SHALL BE NOT LESS THAN 10 INCHES. HANDRAILS SHALL BE LOCATED ON SHEET_ PLACED NOT LESS THAN 34 INCHES NOR MORE THAN 38 INCHES ABOVE THE NOSING OF THE TREADS, CONTINUOUS FOR WALL SYMBOL THE FULL LENGTH OF THE STAIRS, 4 ENDS RETURNED. HANDGRIP PORTION SHALL BE NOT LESS THAN 1-1/2 INCHES NOR DETAIL O<__WALL IDENTIFICATION MORE THAN 2 INCHES IN CROSS SECTIONAL DIMENSION 4 HAVE A SMOOTH GRIPPING CENTER LIB SURFACE. IRC R3115 t � DETAIL IDENTIFICATION I�YJJ!✓>� WINDOW SYMBOL GUARDRAILS LOCATED ON SHEET PROPERTY IDENTIFICATION PROPERTY LINE GUARDRAIL TO BE 36 INCHES MIN HIGH w/ NO OPENINGS OVER 4 INCHES. A7 STAIRS, THE TRIANGULAR OPENINGS FORMED MATCH LINE BY THE RISER, TREAD, 4 BOTTOM ELEMENT OF A GUARDRAIL INTERIOR ELEVATION Sµ PED PORTION IS THE E caattER LINE OF STREAM MUST BE OF SUCH SIZE THAT A SPHERE 4 INCHES IN DIAMETER CANNOT PASS THROUGH. IRC R312 <ELEVATION IDENTIFICATION SIDE CONSIDERED ATTIC ACCESS A --I < LOCATED ON SHEET NEW CONTOUR AT ATTICS w/ MAX VERTICAL HEIGHT GREATER THAN 30 INCHES, PROVIDE ACCESS OPENING 22 INCHESx30 INCHES MIN. IF O'I MECHANICAL EQUIPMENT IS INSTALLED IN THE ATTIC, THE OPENING MUST BE LARGE ENOUGH 70 REMOVE THE EQUIPMENT, ROOM SYMBOL NORTH ARROW BUT IN NO CASE SMALLER THAN 30 INCHESx30 INCHES. IRC R801 4 111305.13 OFFICE <ROOM NAME N / EXISTING CONTOUR OCCUPANCY SEPARATION 101 ROOM NUMBER DTI FIR£ RESISTIVE CONSTRUCTION ON THE GARAGE SIDE. WHERE THE SEPARATION IS HORIZONTAL, STRUCTURAL MEMBERS ROOM MATERIAL CODES SUPPORTING THE SEPARATION SHALL BE PROTECTED BY EQUIVALENT FIRE RESISTIVE CONSTRUCTION. PROVIDE 1A2 II 1st No BOO OPENING PROTECTION FOR DOOR BE7WEN GARAGE RESIDENCE BY INSTALLATION OF A 20 MIN DOOR AND ASSEMBLY, 9 _ end No CEILWuAINSCOT 3rd No CEILING � ELEVATION MARKER REVISION CLOUD IRC, R3092 CEILING HEIGHT 550 SQL. -SQUARE FOOTAGE 2ROOFING IDENTIFYING NUMBER ROOFING SHALL BE METAL, NON-COMBUSTIBLE, OR SHALL BE LISTED AS CLASS A FIRE RETARDANT MATERIAL. CERTIFICATE OF COMPLIANCE SHALL BE FILED W/ THE BUILDING DEPARTMENT. EXTERIOR BALCONIES 4 STAIRS ANCHORAGE EXTERIOR EXIT BALCONIES, STAIRS, 4 SIMILAR EXIT FACILITIES SHALL BE POSITIVELY ANCHORED TO THE PRIMARY ELECTRICAL OUTLETS AT NOT OVER 8 FEET Or, OR SHALL BE DESIGNED FOR LATERAL SEISMIC FORGES. ATTACHMENT SHALL N07 BE ACCOMPLISHED BY USE OF TOENAILS OR NAILS SUBJECT 70 IN KITCHENS 4 DINING AREAS OF DWELLING UNITS, AN ELECTRICAL OUTLET SHALL BE INSTALLED AT EACH COUNTER SPACE LATERAL WITHDRAWAL. WIDER THAN 12 INCHES. OUTLETS SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES PLUMBING 4 MECHANICAL MEASURED HORIZONTALLY FROM AN OUTLET IN THAT SPACE. ISLAND 4 PENINSULA COUNTER TOPS 12 INCHES OR WIDER WATER HEATER ANCHORAGE SHALL HAVE AT LEAST ONE OUTLET FOR EACH 4 FEET OF COUNTER TOP. EXTERIOR OUTLETS ARE REQUIRED AS WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL SEISMIC DISPLACEMENT. STRAPPING INDICATED ON DRAWINGS, AT LAUNDRY AREA, IN ATTACHED GARAGE, 4 BASEMENT. FOR HALLWAYS OF TEN FEET OR SHALL BE A7 POINTS WITHIN THE UPPER ONE-THIRD (1/3) 4 LOWER ONE-THIRD (1/3) OF ITS VERTICAL DIMENSIONS. A7 THE MORE IN LENGTH, A7 LEAST ONE RECEPTACLE OUTLET SHALL BE REQUIRED. NEC 210-52 LOWER POINT, THE STRAPPING SHALL BE PLACED A MIN DISTANCE OF 4 INCHES ABOVE THE CONTROLS. GROUND FAULT CIRCUIT INTERRUPTERS (GFFAULT CIRCUIT INTERRUPTERS D WATER SUPPLY GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFU IS REQUIRED FOR OUTLETS INSTALLED IN BATHROOMS, GARAGES, WATER SUPPLY PIPING SHALL BE PROTECTED FROM FREEZING BY A MIN OF 24 INCHES OF EARTH COVERING. AT GRADE LEVEL OUTDOORS, A7 ALL COUNTERTOPS, ON CONSTRUCTION POWER POLE, IN CRAWL SPACES A7 OR BELOW CLOTHES DRYER VENT GRADE LEVEL, 4 IN UNFINISHED BASEMENTS. RECEPTACLES THAT PROVIDE POWER FOR A SPA, HOT TUB OR VENT CLOTHES DRYER(S) TO EXTERIOR DOMESTIC DRYER EXHAUST DUCTS SHALL NOT EXCEED HYDROMASSAGE FAULT CIRCUIT INTERRUPTER PROTECTED. ELECTRICAL LIGHTING FIXTURES 4 OUTLETS IN AREA A TOTAL COMBINED HORIZONTAL,VERTICAL, DRYER EXHAUST DUCT FITTING OF 12 FEET TWO. M1502 BATHTUB SHALL BE GROUND OF SPAS 4 HOT TUBS SHALL COMPLY w/ NEC ARTICLE 680. COMBUSTION AIR VENTS PROVIDE COMBUSTION AIR 4 VENTS FOR GAS APPLIANCES PER THE MIN FREE AREA OF 50TH THE UPPER 4 LOWER LIGHTING IN CLOTHES CLOSETS COMBUSTION AIR OPENINGS SHALL BE SQUARE INCHES MIN. G2401.61.1 ELECTRICAL LIGHTING FIXTURES IN CLOTHES CLOSETS MUST BE INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE HVAC APPLIANCE/WATER HEATER SPACE CEILING. INCANDECSENT FIXTURES MUST HAVE A COMPLETELY ENCLOSED LAMP 4 A MIN CLEARANCE OF 12 INCHES HVAC APPLIANCE/WATER HEATER SPACE SHALL BE PROVIDED w/ AN OPENING OR DOORWAY SUFFICIENT IN SIZE FOR BETWEEN THE FIXTURE 4 THE STORAGE AREA. FLUORESCENT FIXTURES MUST HAVE A MIN CLEARANCE OF 6 INCHES FROM THEIR REMOVAL. IN NO CASE SHALL THE OPENING OR DOORWAY BE LESS THAN 24 INCHES IN WIDTH. ACCESS OPENING 4 THE STORAGE AREA. NEC 410 PASSAGEWAY FOR APPLIANCES LOCATED IN UNDERFLOOR SPACE SHALL BE NOT LESS THAN 30 INCHES BY 30 INCHES 4 SHALL NOT EXCEED 20 FEET FROM SMOKE DETECTORS IN NEW CONSTRUCTION MUST RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH APPLIANCE. M1305.IA WIRING IS SERVED FROM A COMMERCIAL SOURCE 4 SHALL BE EQUIPPED w/ A BATTERY BACKUP. THE DETECTOR SHALL GARAGE INSTALLED APPLIANCES THAT GENERATE A GLOW, SPARK OR FLAME MUST BE INSTALLED w/ THE PILOTS, EMIT WHEN THE BATTERIES ARE LOW. WIRING MUST BE PERMANENT 4 WITHOUT A DISCONNECTING SWITCH OTHER THAN A BURNERS, HEATING ELEMENTS 4 SWITCHES AT LEAST 18 INCHES ABOVE THE FLOOR LEVEL 4 PROTECTED FROM IMPACT SIGNAL THAT REQUIRED FOR OVERCURRENT PROTECTION. SMOKE DETECTORS MAY BE SOLELY BATTERY OPERATED WHEN FROM AUTOMOBILES. M13013 INSTALLED IN EXISTING BUILDINGSt OR IN BUILDINGS WITHOUT COMMERCIAL POWER, OR IN BUILDINGS WHICH UNDERGO PROVIDE SEISMIC STRAPPING FOR THE WATER HEATER ALTERATIONS, REPAIRS IN RESIDENTIAL UNITS, A DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM 4 OR FIREPLACES ADDITIONS REGULATED BY AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH HEARTHS SHALL EXTEND AT LEAST 16 INCHES IN FRONT 4 AT LEAST 8 INCHES BEYOND EACH SIDE OF THE FIREBOX. SEPARATE SLEEPING AREA. WHEN THE DWELLING UNIT HAS MORE THAN ONE STORY 4 IN DWELLINGS W/ BASEMENTS, A WHERE THE FIREBOX OPENING IS 6 SQUARE FEET OR LARGER, THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20 DETECTOR SHALL BE INSTALLED ON EACH STORY 4 IN THE BASEMENT. IN DWELLING UNITS WHEN A STORY OR INCHES IN FRONT 4 AT LEAST 12 INCHES BEYOND EACH SIDE. BASEMENT IS SPLIT INTO TWO OR MORE LEVELS, THE SMOKE DETECTOR SHALL BE INSTALLED ON THE UPPER LEVEL, PLUMBING FIXTURES EXCEPT THAT WHEN THE LOWER LEVEL CONTAINS A DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING FIXTURES SHALL BE SET LEVEL 4 IN PROPER ALIGNMENT w/ REFERENCE TO ADJACENT WALLS. NO WATER CLOSET OR AREA, A DETECTOR SHALL BE INSTALLED ON EACH LEVEL. SLEEPING AREAS OF THE DWELLING UNIT IN WHICH THEY ARE BIDET SHALL BE SET CLOSER THAN 15 INCHES FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION, NOR CLOSER LOCATED. THAN 30 INCHES CENTER TO CENTER 70 ANY SIMILAR FIXTURE. THE CLEAR SPACE IN FRONT OF ANY WATER CLOSET OR OVERCURRENT DEVICES BIDET SHALL NOT BE LESS THAN 24 INCHES. WATER CLOSETS MUST BE ULTRA LOW FLUSH FIXTURES THAT USE NO MORE OVERCURRENT DEVICES SHALL NOT BE LOCATED IN THE VICINITY OF EASILY IGNITABLE MATERIAL SUCH AS IN CLOSETS. THAN lb GALLONS PER FLUSH. CARBON DETECTORS AUTOMATIC FIRE ALARM SYSTEM RC R315 CARBON MONOXIDE ALARMS FOR R GROUPS WITH FUEL -BURNING APPLIANCE OR AN ATTACHED GARAGE THE BUILDING SHALL BE PROTECTED BY AN APPROVED AUTOMATIC FIRE ALARM SYSTEM AND EMERGENCY ALL BE EQUIPPED WITH SINGLE -STATION CARBON MONOXIDE ALARMS. THE CARBON MONOXIDE ALARMS SHALL BE AUDIBLE/VISIBLE ALARM COMMUNICATION SYSTEM. A SEPARATE PERMIT AND PLAN REVIEW SUBMITTAL IS REQUIRED FOR ISTED AS COMPLYING WITH UL 2034 AND INSTALLED AND MAINTAINED IN ACCORDANCE WITH FPA 120 AND THE INSTALLATION OF THE FIRE ALARM SYSTEM. WORK SHALL NOT COMMENCE UNTIL THE PLANS HAVE BEEN APPROVED ANUFAC7URER'S INSTRUCTION AND THE PERMIT HAS BEEN ISSUED Pfir=MISE IDENTIFICATION - IFC 505.1 PROVIDE ADDRESS NUMBERS, MINIMUM 12" HEIGHT, 1' STROKE, CONTRASTING COLORS PIC 1•T DH� T • OY ON THE NORTH AND EAST SIDE OF THE BUILDING, LOCATION TO BE APPROVED BY THE FIRE MARSHAL'S OFFICE it5ALQI1Xf.U41RrV9.n FIRE E>�INGUI14SSPOEPR040C §TW - IFC W6. Work Building Department 4 UNIT TOWNHOME Address • 7819 240TH ST SW ............. ..... .................... --------------- ------- ------------------ Owner FORDE-HUNTER RENTAL INVESTMENTS Approved Date: 3-5-2021 Building Official Erui Cla4fer ARCHITECT: CDA + PIRSCHER ARCHITECTS, INC. 23114 100TH AVE W EDMONDS, WA 98020 PHN: (206) 366-9668 CONTACT: CARL PIRSCHER STRUCTURAL/CIVIL: CG ENGINEERS 250 4TH AVE S STE 200 EDMONDS, WA S8020 PHN: (425) 118-6500 CONTACT: MIKE MAECHLER SURVEYI- CHRISTENSEN VAN MOURIK, PLLC 18520 23RD DR SE 50THELL, WA W012 PHONE (206) 113-693S 0U.'NE� KEITH FORDE 12M NORTH 41TH STREET SEATTLE WA W103. PHN: (206)604-8110 ANDSCAFINGI. MAIN STREET DESIGN 211 MADISON AVENUE S., SUITE 201 BAINBRIDGE ISLAND, WA 98011 PHN:(206) 842--1886 CONTACT-. KEN LONEY APPROVED PLANS MUST ON JOB SITE ARCHITECTURAL CIVIL A-m.l COVER SHEET C-1.1 GENERAL NOTES C-2.1 TEMPORARY EROSION 4 DEMO I OF 1 SURVEY C-3.1 GRADING AND DRAINAGE C-4.1 WATER AND SEWER A-1.0 SITE DEMO PLAN C-5.1 STREET AND SITE IMPROVMENTS A-1.1 SITE PLAN C-5.2 STREET AND SITE IMPROVMENTS A-1.2 GRADE PLANE ANALYSIS C-5.3 TRAFFIC CONTROL 4 PLAN DETAILS A-1.3 COVERAGE 4 SETBACK ANALYSIS A-2.1 FLOOR PLAN A-2.2 FLOOR PLAN STRUCTURAL A-2.3 FLOOR PLAN A-2.4 UNIT PLAN 5-1.1 STRUCTURAL NOTES A-2.5 UNIT PLAN 5-1.2 STRUCTURAL NOTES A-2.6 UNIT PLAN 5-2.1 FOUNDATION AND SECOND FLOOR FRAMING A-2.1 UNIT PLAN 5-2.2 THIRD FLOOR FRAMING AND ROOF FRAMING A-3.1 REFLECTED CEILING PLAN 5-3.1 SCHEDULE A-3.2 REFLECTED CEILING PLAN 5-4.1 FOUNDATION DETAILS A-4.1 ROOF PLAN 5-5.1 WOOD FRAMING DETAILS 5-5.2 WOOD FRAMING DETAILS A-5.1 BUILDING ELEVATIONS 5-5.3 WOOD FRAMING DETAILS A-5.2 BUILDING ELEVATIONS 5-6.1 ROOF FRAMING DETAILS A-5.3 BUILDING ELEVATIONS - COLOR RENDERING A-5.4 BUILDING ELEVATIONS- LANDSCAPE COLOR RENDERING A-6.1 BUILDING SECTIONS L-I LANDSCAPE PLAN A-6.2 BUILDING SECTIONS L-2 IRRIGATION PLAN A-6.3 STAIR SECTIONS A-1.1 DOOR SCHEDULE A-1.2 WINDOW SCHEDULE A-8.1 EXTERIOR DETAILS A-8.2 EXTERIOR DETAILS A-8.3 EXTERIOR DETAILS A-8.5 INTERIOR DETAILS _1( ID • � DATA AND DIM. DIMENSION GYP. GYPSUM SC. L ANGLE DN. DOWN WPM HARDWARE SOUND CORE L LS ` vl AT DR DOOR HDCP. HANDICAP SCHIID. SCHEDULE I TE DATA CENTERLINE P.S. DOWNSPOUT HDWD. HARDWOOD SHT. SHEET DIAMETER OR DWCs. DRAWING H.B. HOSE BIBS SHT'G. SHEATHING ROUND H:C. HOLLOW CORE BIM. SIMILAR U- PERPENDICULAR E. EAST 14 M. HOLLOW METAL SPEC. SPECIFICATIONS • POUND OR NUMBER EA. EACH HORIZ. HORIZONTAL SQ. SQUARE JURISDICTION: CITY OF EDMONDS A.B. ANCHOR BOLT E.IF.S. EXTERIOR INSULATION HR. HOUR STD. STANDARD ACOUS. ACOUSTICAL FINISH SYSTEM HT. HEIGHT STL. STEEL ZONE: MULTI -FAMILY (RI" 12.4) AFF. ABOVE FINISH FLR. E.J. EXPANSION JOINT NOT. INSTALLATION STOR. STORAGE AC<sR, AGGREGATE EL. ELEVATION NSUL. INSULATION STRUC. STRUCTURAL PARCEL AREA: 10,245 80 FT ALUM. ALUMINUM ELEC. ELECTRICAL MT. INTERIOR SUS'. SUSPENDED ANOD. ANODIZED ELEV. ELEVATOR 6.4 V. STAIN ANDVARNISH APPROX.APPROXIMATE ENCL. ENCLOSURE LAM. LAMINATED SVG. SERVICE TAX PARCEL NO.: 00501200001600 ARCI4. ARCHITECTURAL E.P. ELECTRICAL PANEL LB. POUND SYM, SYMMETRICAL ASPH. ASPHALT EQ. EQUAL LOC. LOCATION SAU SIDEWALK EQUIP. EQUIPMENT MAX COVERAGE ALLOWED: 45% BD. BOARD EXIST. EXISTING MATL. MATERIAL T. TREAD BLDCs BUILDING EXPO. EXPOSED MAX MAXIMUM T.C. TOP of CURB COVERAGE PROPOSED: 3,142 SF (BLDG) / 10,241B SF (SITE) = 31% BLK. BLOCK EXT. EXTERIOR MFR. M.H. MANUFACTURER MANHOLE TEL. TELEPHONE (SEE A-13 FOR ANALYSIS) BLK'G. BLOCKING F.O.I.C. FURNISHED BY OWNER TA Cs. TONGUE AND 5M. BEAM INSTALLED BY CONT'R. MECH. MECHANICAL GROOVE SOT. BOTTOM F.D. FLOOR DRAIN MIN. MINIMUM THK THICK B.J.R. BUILT UP ROOF F.E. FIRE EXTING- MISC. MISCELLANEOUS T.O.P. TOP OF PLATE CAB. CABINET F.H. UISHER FIRE HYDRANT MTD. MTL. MOUNTED METAL T.P. T.W. TOP OF PAVEMENT TOP OF WALL II II J� 51J I L- D I II G DATA C.B. CATCH BASIN FIN. FINISH N. NORTH TYP. TYPICAL CEM. CH. CEMENT CHANNEL FLASH. PLR. FLASHING FLOOR N.I.G. NOT IN CONTRACT UJ3.C. UNIFORM BUILDING OCCUPANCY: MULTI -FAMILY RESIDENTIAL BLDG C.J. CONTROL JOINT FLUOR FLUORESCENT FLUORESCENT NO. NUMBER CODE CLG. CEILING FOUND. FOUNDATION NT.S. NOT TO SCALE UI�F UNFINISHED CONSTRUCTION TYPE: TYPE V-B W/ AUTOMATIC FIRE CLR. CLEAR FW'G. FRAMING O.C. O/ ON CENTER OVER U.ON. UNLESS OTHERWISE SPRINKLER (13D) SYSTEM CD. CLEAN OUT FT. FOOT OR FEET NOTED COL. COLUMN FTG. FOOTING OPP. OPPOSITE CONC. CONCRETE PURR FURRING VERT. VERTICAL CONK. CONNECTION GA, GAUGE PL. PLATE PROPOSED BUILDING AREA (GROSS): 10,i20 SQ FT CONSTR CONSTRUCTION GALV. GALVANIZED PLYWD. PLYWOOD W, WEST CONT. CONTINUOUS Gz. GENERAL CONTRACTOR P.P. POWER POLE W/ WITH C.T. CERAMIC TILE GL. GLASS PLAM PLASTIC LAMINATE wD. WOOD MAX BUILDING HEIGHT ALLOWED: 25' (+5' PER ECDC 1630.030) = 30' CTR CTSK CENTER COUNTER SUNK CIR Cs GRADE GROUND R RADIUS OR RISER W W/o WINDOW WITHOUT BUILDING HEIGHT PROPOSED: 28'-2 1/211 (SEE A-12 FOR ADD% INFO) CsP. GROUP R.D. ROOF DRAIN W.P. WATERPROOF DBL. DOUBLE ClUa GYPSUM WALL REC. RECOMMENDED W.R WATER RESISTANT DEFT. DEPARTMENT BOARD REF. REFERENCE WSCT. WAINSCOT PET. DETAIL I EINF. REINFORCED WT. WEIGHT21 OIA. DIAMETER 112SOD. REQUIRED W. ROOM LE(3ALDTirL==z1'3CRHPTH0N WASHINGTON STATE ENERGY CODE REQUIREMENTS PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY - MARINE 4 FENESTRATION U-FACTORb SKYLIGHTI' U-FACTOR GLAZED FENESTRATION S.TRA CEILING J R-VALUE WOOD FRAME WALLk I R_VALUE MASS WALL R-VALUE FLOOR R-VALUE qk LOW-Gl?ADE WALL R-VALUE SLA136 -VALUE 4 DEPTH LUSCHENS TRACTS DIV 2 BLK 000 D-00 - LOT 16 030 050 NR 4S 21 INT 21 / 21" 309 10/15/21 INT + TB 10, 2 FT FOR SI: 1 FOOT = 3048 MM, CI = CONTINUOUS INSULATION, INT -- INTERMEDIATE FRAMING. THE PROJECT IS A SINGLE FAMILY RESIDENCE OR DUPLEX. THE PROJECT IS WOOD FRAME, OR ALL OF THE INSULATION IS INTERIOR OR EXTERIOR OF THE FRAMING. ALL BUILDING COMPONENTS MEET THE REQUIREMENTS LISTED IN THE TABLE ABOVE. THE PROJECT WILL MEET ALL OTHER PROVISIONS OF THE WSEC AND VIAQ. R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MAXIMUMS. WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX TABLE AIOIA SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. b THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. EXCEPTION: SKYLIGHTS MAY BE EXCLUDED FROM GLAZED FENESTRATION SHGC REQUIREMENTS IN CLIMATE ZONES I THROUGH 3 WHERE THE SHGC FOR SUCH SKYLIGHTS DOES NOT EXCEED 030. C110/15/21+7811 MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 CAVITY INSULATION PLUS. A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT THE INTERIOR OF THE BASEMENT WALL. "10/15/21+TB" SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF 744E WALL. 1110/1311 MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. 1ITV MEANS THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. d R-10 CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. SEE R4022.S.1. N/A 'BASEMENT WALL INSULATION IS NOT REQUIRED IN WARM-HUMI LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1. 9 N/A h FIRST VALUE IS CAVITY INSULATION, SECOND IS CONTINUOUS INSULATION OR INSULATED SIDING, SO 1113+511 MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION OR INSULATED SIDING. IF STRUCTURAL SHEATHING COVERS 40 PERCENT OR LESS OF THE EXTERIOR, CONTINUOUS INSULATION R-VALUE SHALL BE PERMITTED 7O BE REDUCED BY NO MORE THAN R-3 IN THE LOCATIONS WHERE STRUCTURAL SHEATHING IS USED TO MAINTAIN A CONSISTENT TOTAL SHEATHING THICKNESS. 1714E SECOND R-VALUE APPLIES WHEN MOIRE THAN HALF THE INSULATION IS ON THE INTERIOR OF THE MASS WALL. d FOR SINGLE RAFTER- OR JOIST -VAULTED CEILINGS, THE INSULATION MAY BE REDUCED TO R-38. k INT. (INTERMEDIATE FRAMING) DENOTES STANDARD FRAMING 16 INCHES SIN CENTER WITH HEADERS INSULATED WITH MINIMUM OF R-10 INSULATION. 'LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3B INCHES ARE EXEMPT FROM THIS INSULATION REQUIREMENT. EW-A SEC) HOUSE SILL 1848: APPLICATION. (IXA) RCW 6435IDI0 THROUGH 6435DW APPLY TO ANY MULTIUNIT RESIDENTIAL BUILDING FOR WHICH THE PERMIT FOR CONSTRUCTION OR REHABILITATIVE OF SUCH BUILDING WAS ISSUED ON OR AFTER AUGUST I, 2005 BUILDING PERMIT APPLICATION --SUBMISSION OF DESIGN DOCUMENTS. (U ANY PERSON APPLYMG FOR A BUILONG PERMIT FOR CONSTRUCTION OF A MULTIUNIT RESIDENTIAL BUILDING SHALL SUBMIT BUILDING ENCLOSURE DESIGN DOC"W TO THE APPROPRIATE BUILDING DEPARTMENT• PRIOR TO THE START OF CONSTRICTION OR REHABILITATIVE CONSTRUCTION OF THE BUILDNG ENCLOSURE. (2) THE WDERSr*W HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT IN MY PROFESSIONAL JUDGMENT ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RC11164350M THROUGH 64MOW. INSPECTION REQUIRED. ALL MULTIUNIT RESIDENTIAL BUILDINGS SHALL HAVE THE BUILDNG ENCLOSURE NSPECTED BY A a1ALIFIEP INSPECTOR DURING THE COURSE OF INITIAL CONSTRUCTION AND DURING ILITAT TION F. I R, AIA, LEER AP REGIS ARCHITECT 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE (IRC) 212TH ST SW 213TH ST SW 212TH ST SW 214TH ST SW I EDMONDSWOODWAY r HIGH SCHOOL b { 215TH ST SW 215TH ST SW m rt1 >_ >= SITE 216TH ST SW z _ b < M ' m E I- 216TH ST SW 1= �1 R11"Tirolelgall ST z v IT _"N VICINITY MAC N P_/ NOT TO SCALE 0 � w(D =Z N CN _Q � � o N J L'i CQ K �Cn Z 0 I)- W Q WO �O Q O 4 nR,4wN: M G1-+EGiG: OFF Joe No: 2003el / 'VI ■ U O z LLI x in Q 0 W O O i O U fi- r w >IL P I R S C H E R ARCHITECTS GDA + Pirscher Architects 23114 100 AVE W EDMONDS, N1ASHIN67`ON, a18020 (206)368-g668 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: 20001 -------------------------------- Permit Number BLD2021-0020 BLD2021-0020 NW 1/4, NW 1/4, SEC. 29 TWP. 27N, RGE. 4E., W.M. 1" = 20' 1' COUNTOUR INTERVAL 10' 0' 10' 20' FOUND MON. NO CASE IRON PIN DOWN 0.9' VICINITY MAP w 212TH ST SW � 3 EDMONDS Q' HIGH SCHOOL a 215TH ST SW 3� SITS— o z 216TH ST SW r 216TH ST SW SWEDISH/EDMONDS HOSPITAL 218TH ST SW SITE INFORMATION SITE ADDRESS: 7528 215TH ST SW EDMONDS, WA 98026 TAX PARCEL NO. 00501200001600 BASIS OF BLwg-,x CTR CHANNEL NAD83 CORS (CONSTANT OPERAFT1969REYERENCE STATIONS) USING VRS PROCEDURES. BEARING = NORTH 87'57'41" WEST AS MEASURED BETWEEN THE THE INTERSECTION MONUMENT AT 73RD PL W & 215TH ST SW AND THE INTERSECTION MONUMENT AT 76TH AVE W & 215TH ST SW 11 A 0 LEGAL DESCRIPTION LOT 16, LUSCHEN'S TRACTS DIVISION NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN 0 VOLUME 17 OF PLATS, PAGE 21, RECORDS OF SNOHOMISH COUNTY, STATE OF WASHINGTON VERTICAL DATUM w SNOHOMISH COUNTY DB ID: 22337 = NAVD88 = 429.67' 60 PENNY NAIL IN EXPANSION JOINT IN CONCRETE WALK-i SW SIDE BOWDIN WAY, 35' WESTERLY OF CENTERLINE 188TH W AVE. 9.9' FROM FIRE HYDRANT. L CIO M-•-o M•I-1 LEGEND • SET 1/2" X 24" REBAR & CAP LS 30444 • FOUND MONUMENT 1 1/2" DOMED BRASS W/X FOUND MONUMENTIN CASE FOUND MAG NAIL ►� WATER VALVE ■ WATER METER �( YARD LIGHT • STORM DRAIN CATCH BASIN, TYPE 2 STORM DRAIN CATCH BASIN, TYPE 1 • SEWER MANHOLE THIS MAP IS A REPRESENTATION OF THE CONDITIONS AT THE TIME THE FIELD SURVEY WAS PERFORMED. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. ANY EASEMENTS NOT SHOWN ON THE PLAT MAP, RESTRICTIONS OR BENEFITS ARE NOT SHOWN HEREON. PRECISION OF CONTROL TRAVERSE IS AT HIGHER LEVEL THAN MINIMUM STANDARDS. REQUIRED BY WAC 332-130-090. FIELD SURVEY CONDUCTED USING A COMBINATION OF GPS USING THE WASHINGTON STATE REFERENCE NETWORK (WSRN) AND/OR A 5 SECOND DIRECT READING TOTAL STATION. METHOD: GPS, TRAVERSE AND RADIAL SURVEY. FILENAZs Ci\Christensen van Mourik, PLLC\Projects\16-46 North Lake-Edmonds\Survey\Dwg\Northlake-EdmondsCS. dwg UPDATED JAN 04 2017 18-10-46 <Layoutl> Richman �o V1 O c� ct M m Eb in � o � aCrC � x w C—) I--1 W 0 P-4 0 2R SHT. 1 OF 1 JOB NO: 16-46 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0020 SITS KEG' NOTES O1 OUTLINE OF EXISTING SINGLE FAMILY I-101"fE 70 BE DEMOLISHED. (1)DEMO EXISTING SIDEUJALK. (1) DEMO EXISTING DRIVEWAY. O EXISTING TREE TO BE REMOVED. O5 EXISTING FENCE ALONG WEST PROPERTY 70 SE REMOVED. oee DEMO 61TE FLAN SC4LE- P - 101_0 II SCALE. 1" = 10' 0 5' f0' 20' 30' (V O N uj z w o =z 0 N N � LL o N J � ¢ c) c~i� z 0 W ILI Q !L W O d O Q O GHEGiG: OFF roe NO: 2005LI vn Lu z 0 Its) w O y� 1— too t— Q w Lu PIRSCHER FRCHITECTS ODA + Pirscher Architects 25114 100 AVE W EDMONDS, WA5HIN67*0N, 115020 (206)368-9668 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: BLD2021-0020 AVERAGE GRADE ELEVATION $ MAX. BUILDING HEIGHT CALCULATION (NOTE: REFER 70 SURVE"*' FOR VERTICAL [DATUM USED FOR THIS ANALi'SIS) POINT EX15T. GRADE A 41o.el E3 40e,ol C 40e.51 p 411.5' TOTAL: 1/640,131 AVG. GRADE 410 2 ELEV. MAX. ALLOUJ, 25' PLpG, NEIGN7 MAX. ALLOWED 410.2' + 2F�)' _ BLDG. NGT, ELEV. MAX. ALLOWED BLDG, HE IGN7 2 F;) ' + 5 ' = 30 UJ17N 5 F7 (440.2') ,4LLOUJANCE PROPOSEp 2 8' - 2 1 /2 " BLDG. HE IGbfi (430,41) x FER ECDC 1(o.30.030 51TE DEVELOf=„ ENT STANDARDS FOOTNOTE #1 IR11- 2.4 1 IAX HEIGHT = 25 FT WITH EXCEf=Tf 0N 5ELOW fROOF 1 IAEXTEND FIVE FEET A50VE THE STATED HEIGHT L f r-1 f T IF ALL i=OIRT f ONS OF THE i;R00F A50VE THE STATED HEIGHT L f 1„C f T HAVE A SLOFE OF 4 INCHES IN 12 INCHES OiR CCU1RE ATE 1`. \\ / FOUND MON. IN CASE \ DOMED, / DISK W X \ / \ / DOWN 0.4 I I I 1 \ I dD HELD 110.01�' / PLAT / / ANGLE / 2/15TkA / SUJ/)� 80.00, L ` A-41o.e' Iv1, I I I B .4oe.o i �— � Q / / II III11 II I / I �\ I • `� � IIII I- --- I L J // v 0 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' / I / l _ � I O� \�3 OLn 0 >, 1 0 o --�-- 1� I • II �` // III \\ / / � I // x LLJ 00 \ N 00 I / Idin I II �� I 0 u/ 'I I� �� I\ � 0 I I I il�x N88--- — — — x —x °0'0V'W ' 8x0.00x' -- _ I I --—xI x (N 8 9.15 %54V -P�A� � x I I x x xi— A1/ERAGE GRADE ANAL�'616 SCALE: 1'' = 10' -0" N O N o� z � o O NCD c=n LL o N J LLJ ¢ Z Q OL W o �o Q • nr �wN: M GHEGK: OFF JOB NO: 2003 V / cn z Lu O w O � V LU > T Q LO Lu 1— t— W Lu LL P I R S C H E R ARCHITECTS ODA + Pirscher Architects 25114 100 AVE W EDMONDS, WA5HIN67*0N, 115020 (206)368-9668 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: IA� -1.2 BLD2021-0020 BUILDING SETBACK ,aN,4L'�515 OUTL INE OF 2'-0" MAX ROOF EAVE BUILDING SETBACK LINE I I I I I I I I ' I I I I I I --� PROPERTY LINE BUILDING SETBACK LINE .06-- PROPERTY LINE OUTL INE OF 2'-0" MAX ROOF EAVE BUILDING 30" ALLOWABLE SETBACK EXTENSION WITHIN LINE SETBACK OUTL INE OF ENTRY CANOPY, I SEE A-22 AND L DETAIL 10/A-83 FOR ADD% PROPERTY INFO I �—LINE OUTL INE OF 2ND FLOOR BALCONIES OUTLINE OF ENTRY CANOPY, SEE A-22 AND I DETAIL 10/A-63 FOR A00% INFO 30" ALLOWABLE EXTENSION WITHIN SETBACK OUTLINE OF I ENTRY CANOPY, SEE A-22 AND DETAIL 10/A-83 FOR ADD% INFO OUTLINE OF 2ND FLOOR EXTERIOR WALL OUTLINE OF 2ND FLOOR BALCONIES ,'ROPERTY LINE 5ECC L BUILDING SETBACK LINE ID F L 5GALE: 1/1(o" = P-0" BUILDING SETBACK LINE i LL--L— — — — PROPERTY BUILDING LINE SETBACK LINE T H I F;ID F L SCALE: 1/1(o" = P -0" BUILDING SETBACK LINE F- — — OUTLINE OF 1ST FLOOR EXTERIOR WALL LINE SETBACK LINE eP-/,5G;,4LE: 1/1&" = 1' -011 i� PROPERTY LINE OUTLINE OF 3RD FLOOR BALCONIES OUTLINE OF 3RD FLOOR BALCONIES PROPERTY LINE 30.01' COVERAGE AN,aL�SIS MAX BUILDING COVERAGE ALLOWED : 455o COVERAGE PROPOSED: 3,845 S1= (BLDG) / 10,249 61= (SITE) : 3a%' U dD J • - ------ ��. 80.00' • U • OUTLINE OF I • OUTLINE OF ENTRY 2ND FLOOR a Q CANOPY "BUMP OUT" u� • .I _ BUILDING _ FOOTPRINT AT OUTLINE OF r GROUND ROOF EAVE, LEVEL MAX 24" OVERHANG I X X � OUTLINE OF J ENTRY CANOPY x N �00 N 5,36 R11 I I I TI • OUTLINE OF 3RD FLOOR 4' DEEP BALCONY OVERHANG OUTLINE OF 2ND FLOOR 1' DEEP JULIET + II BALCONY OVERHANG OUTLINE + OF 2ND FLOOR 2' OVERHANG I I 00 N OUTLINE 7- OF 3RD LLJ FLOOR I 4' DEEP m II BALCONY OVERHANG Ln o OUTLINE 0 z OF 2ND FLOOR 1' DEEP • � II JULIET Q BALCONY OVERHANG LL1 c� OUTLINE u� OF 2ND FLOOR 2' OVERHANG LL OUTLINE OF OUTLINE OF ENTRY 2ND FLOOR CANOPY "BUMP OUT" x—x N88002'01 "W 80.00' � _ _ x x x x x x �x - x x x — ��� <�D Off` L U a':�4 COVE fR.4(S;E ANAL1'616 uN U&GALE: 1" = 10'-oll (V O N uj z =z 0 N N � LZ 0 N J Fw- D- a Q z O v~ W Q lU 0 Fo Q O GHEGiG: OFF SOB NO: 2005LI W W z � U Lu O � w W O Add- F- ,� V Lu cl z 0 > 1- If) r- Q ow Lu LL U P I R S C H E R POVIA ARCHITECTS + Pirscher Architects 4 100 AVE W EDMONDS, WA5HIN67*0N, 115020 (206)368-9668 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: BLD2O21-0020 GENERAL NOTES: I. ALL DIMENSIONS SHOWN TO FACE OF FRAMING/FACE OF FOUNDATIONS. 2. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. IN THE EVENT OF ANY CONFLICTS) OR CHANGES BETWEEN DETAILS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY AND PRIOR TO STARTING ANY WORK 3. DO NOT SCALE DRAWINGS. 4. CONTRACTOR TO VERIFY ALL ROUGH -IN DIMENSIONS FOR ALL EQUIPMENT 4 FIXTURES FURNISHED 4 INSTALLED. 5. CONTRACTOR SHALL PROVIDE NECESSARY BACKING TO SECURE ANY FIXTURE OR EQUIPMENT TO STRUCTURE AND PROVIDE BACKING FOR EQUIPMENT AND ACCESSORY SUPPORT FOR THE FOLLOWING: SHELVING, LAVATORIES, CABINETS 4 CASEWORK, TOILET ACCESSORIES, CLOSET ACCESSORIES, STAIR 4 HANDRAILS, GARMENT HOOKS, GRAB BARS, PICTURES/ART WORK, HEADBOARDS, DOOR 4 FINISH HARDWARE AND ANY OTHER WALL 4 CEILING MOUNTED ITEMS. 6. THE CONTRACTOR SHALL SAFELY SHORE, BRACE AND SUPPORT ALL WORK AS NECESSARY. THIS SHALL BE THE FULL AND SOLE RESPONSIBILITY OF THE CONTRACTOR NO ACT, DIRECTION, REVIEW, OR OBSERVATION OF ANY SYSTEMS OR METHODS OF THE CONTRACTOR BY THE OWNER'S REPRESENTATIVE SHALL RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY. 1. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS NECESSARY FOR COMPLETE INSTALLATION OF ALL WORK EACH CONTRACTOR SHALL RESPECT THE WORK OF OTHER CONTRACTORS AND SHALL BE RESPONSIBLE FOR AND LIABLE TO REPAIR AND/OR REPLACE ANY DAMAGE CAUSED BY HIS/HER WORK S. CODES: ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH FEDERAL, STATE AND LOCAL CODES 4 REGULATIONS AND ANY OTHER AUTHORITY HAVING JURISDICTION (AHJ) OVER THE PROJECT. CONTRACTOR(S) SHALL PROTECT AND INDEMNIFY THE OWNER AND ARCHITECT AGAINST ANY CLAIM OR LIABILITY ARISING FROM VIOLATION OF SUCH CODES OR REGULATIONS. S. QUALITY: WORKMANSHIP SHALL BE OF STANDARDS OF TRADES INVOLVED IN THE CONSTRUCTION INDUSTRY AND MATERIALS USED AND PROVIDED OF THE BEST QUALITY THE MARKET AFFORDS. ALL INSTALLATIONS AND APPLICATIONS SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS 4 WARRANTY REQUIREMENTS. 10. COMPLY WITH THE IRC, IFC AND LOCAL CODES PERTAINING TO USE OF ANY HAZARDOUS MATERIALS AND FLAME PRODUCING DEVICES DURING CONSTRUCTION. 11. FIRE SPRINKLER SYSTEM IS TO BE SUPERVISED BY A FIRE ALARM SYSTEM AND MONITORED BY CENTRAL STATION FROM C.O.L APPROVED LIST 12. SEE SITE PLAN FOR BUILDING ACCESS AND EGRESS PATHWAYS. MULTI -FAMILY NOTES: I. WINDOW SIZES ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT. 2. PROVIDE FIREBLOCKING AT ALL PLUMBING OPENINGS 3. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4. IN SEISMIC ZONES 00, DI 4 D2, WATER HEATERS AND FURNACES SHALL BE ANCHORED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND LOWER ONE-THIRD OF ITS VERTICAL DIMENSIONS PER IBC 1613 5. PROVIDE OUTDOOR COMBUSTION AIR FOR FURNACE AND WATER HEATER PER IMC 101.1 6. WINDOW AND DOOR HEADERS SHALL BE INSULATED WITH A MINIMUM OF R-10 INSULATION. I. SEE UNIT PLANS FOR ADDITIONAL INFORMATION. FIRE -BLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATION: I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FUND SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: I.I. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12. 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 BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.1. 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 FIRE -BLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.1S. 6. FIRE-BLOCI% OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. IRC R302.4.1 THROUGH PENETRATIONS: THROUGH PENETRATIONS OF FIRE -RESISTANCE -RATED WALL OR FLOOR ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R 302.4.1.2. R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION. FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.105 R302.10.1 INSULATION: INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 123. EXCEPTIONS: I. WHEN SUCH MATERIALS AIE INSTALLED IN CONCEALED SPACES, THE FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACES OF THE CEILING, FLOOR OR WALL FINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF SECTION R302.103, SHALL ONLY BE REQUIRED TO MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. 3. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. IRC R302.12 DRAFTSTOPPING: SIN COMBUSTIBLE CONSTRUCTION WHERE THERE IS A USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED 80 THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPI% SHALL BE PROVIDED IN FLOOR/CEILI% ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES. I. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. IRC R303.1 STAIRWAY ILLUMINATION: ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE STAIRWAY. FOR INTERIOR STAIRS THE ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN I FOOT-CANDLE (II LUX) MEASURED AT THE CENTER OF TREADS AND LANDINGS. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF THE STAIRWAY. EXCEPTION: AN ARTIFICIAL LIGHT SOURCE IS NOT REQUIRED AT THE TOP AND BOTTOM LANDING, PROVIDED AN ARTIFICIAL LIGHT SOURCE 18 LOCATED DIRECTLY OVER EACH STAIRWAY SECTION. FLOOR PLAN NOTES 1. PROVIDE EXHAUST FANS AT ALL BATHROOMS, 4 LAUNDRY ROOM. VENT ALL EXHAUST FANS AND EXHAUST HOODS TO THE EXTERIOR REFER TO ELECTRICAL PLANS FOR LOCATIONS AND C.F.M. REQUIREMENTS. 2. PROVIDE 110V SMOKE DETECTOR ON EACH FLOOR, IN EVERY SLEEPING ROOM AND ANY ADDITIONAL LOCATIONS NOTED ON THE PLANS PER IRC SEC. R312. INTERCONNECT ALL SMOKE 4 HEAT DETECTORS IN THE BUILDING. REFER TO THE ELECTRICAL PLANS FOR SPECIFIC LOCATIONS AND CALL OUTS. 3. CEILING HEIGHTS NOTED ON PLANS (CLG.) ARE TAKEN FROM TOP OF PLYWOOD SUB -FLOOR TO BOTTOM OF FLOOR/CEILING TRUSSES OR SOFFIT FRAMING. 4. ALL DIMENSIONS ARE TO FACE OF FRAMING OR CENTER OF COLUMN, UNLESS OTHERWISE NOTED. 5. FIRE BLOCK ALL PLUMBING PENETRATIONS. FIRE BLOCK ALL WALLS AT 10-0" O.C. HORIZONTALLY AND VERTICALLY IN ALL FRAME WALLS. FIRE BLOCK ALL WALL TO FLOOR, WALL TO CEILING, AND FLOOR TO FIREPLACE ASSEMBLIES PER IRC SEC. R302JI THERMAL INSULATION: A. ALL INTERIOR SLAB -ON -GRADE FLOOR SHALL BE COMPLETELY INSULATED WITH 2" OF R-10 RIGID INSULATION. B. ALL FLOOR CAVITIES SHALL BE THERMALLY INSULATED WITH R-38 HIGH DENSITY BATT INSULATION. C. ALL EXTERIOR WALL CAVITIES SHALL BE THERMALLY INSULATED WITH R-211NT -R-12 Cl HIGH DENSITY BATT INSULATION. D. ALL CEILING/ROOF ASSEMBLIES TO BE INSULATED WITH R-49 ADV HIGH DENSITY BATT INSULATION. ALL VAULTED CEILINGS TO BE INSULATED WITH A MINIMUM OF R-49 ADV HIGH DENSITY BATT INSULATION. 6. WHOLE HOUSE VENTILATION TEST REQUIRED AFTER CONSTRUCTION NOTED ON PLANS AND PER IRC SECTIONS R311 4 R312. 1. ALL STAIRWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH IRCE SECTION R311.1. 2. PROVIDE SAFETY GLAZING IN ALL REQUIRED LOCATIONS PER IRC SECTION R308. 3. REFER TO TYPICAL BUILDING ASSEMBLY NOTES FOR ADDITIONAL CALL OUTS. 4. ELECTRICAL DISTRIBUTION PER OWNER'S REQUIREMENTS FLOOR PLAN KEG' NOTES OLINE OF FLOOR / DECK ABOVE. OFACE OF FOUNDATION. CDCENTERLINE OF UNIT DEMISING WALL CD COLUMN. SEE STRUCTURAL PLANS OAT BASE OF WINDOW WELL PROVIDE 12" OF 2" WASHED ROCK ON FILTER FABRIC, TYP. CD9r^^;;4:H GG """" WR". I ED IN 61 ';=Sr;;^^" NOT USED THIS SHEET CDHOSE BIB SEE DETAIL S/A-83 OWOOD FRAMED BALCONY. SEE STRUCTURAL FOR MORE INFORMATION OOUTLINE OF ROOF EAVE ABOVE (MAX 24" OVERHANG). SEE ROOF PLAN A-4.1 FOR ADDITIONAL INFO. OUTLINE OF ENTRY CANOPY ABOVE, NOT TO EXCEED 30" IN DEPTH. SEE DETAIL 10 ON A-83 FOR ADDITIONAL REQUIREMENTS. WASHINGTON STATE ENERGY CODE, RESIDENTIAL PROVISIONS TABLE 406.2 ENERGY CREDITS (DEBITS) CREDIT EFFICIENT BUILDING ENVELOPE IA: 05 OPTION 1a PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U - 0.28 FLOOR R-38 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2A: 05 OPTION 2a COMPLIANCE BASED ON R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAXIMUM AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M150-13 OF THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WITH A HIGH EFFICIENCY FAN (MAXIMUM 035 WATTS/CFM), NOT INTERLOCKED WITH THE FURNACE FAN. VENTILATION SYSTEMS USING A FURNACE INCLUDING AN ECM MOTOR ARE ALLOWED, PROVIDED THAT THEY ARE CONTROLLED TO OPERATE AT LOW SPEED IN VENTILATION ONLY MODE. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL SHOW THE QUALIFYING VENTILATION SYSTEM. OPTION 3c HIGH EFFICIENCY HVAC EQUIPMENT 3A: I0 GAS, PROPANE OR OIL -FIRED FURNACE WITH MINIMUM AFUE OF S4%, OR GAS, PROPANE OR OILED -FIRED BOILER WITH MINIMUM AFUE OF S2% TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDIWs PERMIT DRAWINGS SHALL SPECIFY FOLLOWING COMFORTT" S2 GAS FURNACE SSSC2 WITH AFUE OF S2% OR SIM OPTION 5c EFFICIENT WATER HEATING 5C: WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: 1.5 GAS, PROPANE OR OIL WATER HEATER WITH A MINIMUM EF OF 0.Sl REQUIRED: 3B PROPOSED TOTAL: 3B OvEfRALL 5UILD IN 45: TOTAL FIRST FLOOR (OCCUPIED) = 1,359 SF TOTAL SECOND FLOOR = 31642 SF TOTAL THIRD FLOOR = 3,545 SF TOTAL OCCUPIED = 8154(o SF TOTAL GARAGE AREA = 2,0ro4 SF TOTAL DECK = 1Iro SF TOTAL = 2,240 SF SYMBOL LEGEND: ELECTRICAL PANEL 0 FIRE EXTINGUISHER FE 4 J o A A 13'-1" 20-11" lo 11-011 21-011 A A-6.1 2 9 � z ❑ I� � Ji I r e 4 II UP GARAGE a 462 SF STUDY/ BEDRM 304 SF r UNIT 4 SEE A-2.1 FOR 3 ENLARGED PLANS rJ" SEE A-2.6 FOR ENLARGED PLANS UNIT 3 _ STUDY/ - BEDRM 0 305 SF IF N GARAGE 490 SF (p z II UP Q J rE I R I I T I zL R I I T f ZQ UP r0 J GARAGE C 4SO SF 0 STUDY/ N = BEDRM 30S SF f SEE A-2B UNIT 2 FOR ENLARGED 3 PLANS SEE A-2.4 FOR ENLARGED PLANS I UNIT 1 STUDY/ r BEDIRM 0 00 304 SF N GARAGE 462 SF L =77 t I� BUILDING SETBACK LINE, TYP 9 - 61 II a C4 II II II 2 I an II II II 1 II II II C z e A 0 UP r 1 r--r FE I II 7 1 -CID rq -- L2-- --__r 2 9 I u 13'-I" 20-II" I'-0" 36'-0" i i I � 0; 3 cA C m W N in eN FIRST FLOOR OVERALL PLAN - 3,42-3 G6F. scare: ve^=11-011 N O o� uj z W O =z U N - �� _Q li o N J Iw- � Q Q Z 0 lu Q �O �O Q O d n1zAwN: M GH1=GK: OFF SOB NO: 2003cl O VI Lu K O n/ O K Lu X> T W LL Cn I.- (Y- 1- r (3w Lu IL N/ l..� FIRSCHER ARCHITECTS 'VA + Pirscher Architects 23114 100 AVE A EDMONIDS, NASI INGTON, g8O2O (206)368-gbb8 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: BLD2O21-0020 GENERAL NOTES: I. ALL DIMENSIONS SHOWN TO FACE OF FRAMING/FACE OF FOUNDATIONS. 2. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. IN THE EVENT OF ANY CONFLICT($) OR CHANGES BETWEEN DETAILS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY AND PRIOR TO STARTING ANY WORK. 3. DO NOT SCALE DRAWINGS. 4. CONTRACTOR TO VERIFY ALL ROUGH -IN DIMENSIONS FOR ALL EQUIPMENT 4 FIXTURES FURNISHED 4 INSTALLED. 5. CONTRACTOR SHALL PROVIDE NECESSARY BACKING TO SECURE ANY FIXTURE OR EQUIPMENT TO STRUCTURE AND PROVIDE BACKING FOR EQUIPMENT AND ACCESSORY SUPPORT FOR THE FOLLOWING: SHELVING, LAVATORIES, CABINETS 4 CASEWORK, TOILET ACCESSORIES, CLOSET ACCESSORIES, STAIR 4 HANDRAILS, GARMENT HOOKS, GRAB BARS, PICTURES/ART WORK, HEADBOARDS, DOOR 4 FINISH HARDWARE AND ANY OTHER WALL 4 CEILING MOUNTED ITEMS. fo. THE CONTRACTOR SHALL SAFELY SHORE, BRACE AND SUPPORT ALL WORK AS NECESSARY. THIS SHALL BE THE FULL AND SOLE RESPONSIBILITY OF THE CONTRACTOR. NO ACT, DIRECTION, REVIEW, OR OBSERVATION OF ANY SYSTEMS OR METHODS OF THE CONTRACTOR BY THE OWNER'S REPRESENTATIVE SHALL RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY. 1. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS NECESSARY FOR COMPLETE INSTALLATION OF ALL WORK EACH CONTRACTOR SHALL RESPECT THE WORK OF OTHER CONTRACTORS AND SHALL BE RESPONSIBLE FOR AND LIABLE TO REPAIR AND/OR REPLACE ANY DAMAGE CAUSED BY HIS/HER WORK 8. CODES: ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH FEDERAL, STATE AND LOCAL CODES 4 REGULATIONS AND ANY OTHER AUTHORITY HAVING JURISDICTION (AHJ) OVER THE PROJECT. CONTRACTOR(S) SHALL PROTECT AND INDEMNIFY THE OWNER AND ARCHITECT AGAINST ANY CLAIM OR LIABILITY ARISING FROM VIOLATION OF SUCH CODES OR REGULATIONS. 9. QUALITY: WORKMANSHIP SHALL BE OF STANDARDS OF TRADES INVOLVED IN THE CONSTRUCTION INDUSTRY AND MATERIALS USED AND PROVIDED OF THE BEST QUALITY THE MARKET AFFORDS. ALL INSTALLATIONS AND APPLICATIONS $HALL CONFORM TO MANUFACTURER'S SPECIFICATIONS 4 WARRANTY REQUIREMENTS. 10. COMPLY WITH THE IRC, IFC AND LOCAL CODES PERTAINING TO USE OF ANY HAZARDOUS MATERIALS AND FLAME PRODUCING DEVICES DURING CONSTRUCTION. 11. FIRE SPRINKLER SYSTEM IS TO BE SUPERVISED BY A FIRE ALARM SYSTEM AND MONITORED BY CENTRAL STATION FROM CAL APPROVED LIST 12. SEE SITE PLAN FOR BUILDING ACCESS AND EGRESS PATHWAYS. MULTI -FAMILY NOTES: I. WINDOW SIZES ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT. 2. PROVIDE FIREBLOCKING AT ALL PLUMBING OPENINGS 3. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4. IN SEISMIC ZONES 00, DI 4 D2, WATER HEATERS AND FURNACES SHALL BE ANCHORED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND LOWER ONE-THIRD OF ITS VERTICAL DIMENSIONS PER IBC 1613 5. PROVIDE OUTDOOR COMBUSTION AIR FOR FURNACE AND WATER HEATER PER IMC 101.1 6. WINDOW AND DOOR HEADERS SHALL BE INSULATED WITH A MINIMUM OF R-10 INSULATION. 1. SEE UNIT PLANS FOR ADDITIONAL INFORMATION. FIRE -BLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATION: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FUND SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: I.I. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12. 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 BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.1. 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 FIRE -BLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R100315. 6. FIRE-BLOCING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. IRC R302.4.1 THROUGH PENETRATIONS: THROUGH PENETRATIONS OF FIRE -RESISTANCE -RATED WALL OR FLOOR ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R 302.4.12. R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION. FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION $HALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10B R302.10.1 INSULATION: INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 123. EXCEPTIONS: 1. WHEN SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES, THE FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACES OF THE CEILING, FLOOR OR WALL FINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF SECTION R302.103, SHALL ONLY BE REQUIRED TO MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. 3. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. IRC R302.12 DRAFTSTOPPING: SIN COMBUSTIBLE CONSTRUCTION WHERE THERE IS A USABLE SPACE BOTH ABOVE AND BELOW THE 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. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES. I. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. IRC R303.1 STAIRWAY ILLUMINATION: ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE STAIRWAY. FOR INTERIOR STAIRS THE ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN I FOOT-CANDLE (11 LUX) MEASURED AT THE CENTER OF TREADS AND LANDINGS. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF THE STAIRWAY. EXCEPTION: AN ARTIFICIAL LIGHT SOURCE IS NOT REQUIRED AT THE TOP AND BOTTOM LANDING, PROVIDED AN ARTIFICIAL LIGHT SOURCE IS LOCATED DIRECTLY OVER EACH STAIRWAY SECTION. FLOOR PLAN NOTES 1. PROVIDE EXHAUST FANS AT ALL BATHROOMS, 4 LAUNDRY ROOM. VENT ALL EXHAUST FANS AND EXHAUST HOODS TO THE EXTERIOR REFER TO ELECTRICAL PLANS FOR LOCATIONS AND C.F.M. REQUIREMENTS. 2. PROVIDE 110V SMOKE DETECTOR ON EACH FLOOR, IN EVERY SLEEPING ROOM AND ANY ADDITIONAL LOCATIONS NOTED ON THE PLANS PER IRC SEC. R312. INTERCONNECT ALL SMOKE 4 HEAT DETECTORS IN THE BUILDING. REFER TO THE ELECTRICAL PLANS FOR SPECIFIC LOCATIONS AND CALL OUTS. 3. CEILING HEIGHTS NOTED ON PLANS (CLG.) ARE TAKEN FROM TOP OF PLYWOOD SUB -FLOOR TO BOTTOM OF FLOOR/CEILING TRUSSES OR SOFFIT FRAMING. 4. ALL DIMENSIONS ARE TO FACE OF FRAMING OR CENTER OF COLUMN, UNLESS OTHERWISE NOTED. 5. FIRE BLOCK ALL PLUMBING PENETRATIONS. FIRE BLOCK ALL WALLS AT 10-0" O.C. HORIZONTALLY AND VERTICALLY IN ALL FRAME WALLS. FIRE BLOCK ALL WALL TO FLOOR, WALL TO CEILING, AND FLOOR TO FIREPLACE ASSEMBLIES PER IRC SEC. R302JI THERMAL INSULATION: A. ALL INTERIOR SLAB -ON -GRADE FLOOR SHALL BE COMPLETELY INSULATED WITH 2" OF R-10 RIGID INSULATION. B. ALL FLOOR CAVITIES SHALL BE THERMALLY INSULATED WITH R-38 HIGH DENSITY BATT INSULATION. C. ALL EXTERIOR WALL CAVITIES SHALL BE THERMALLY INSULATED WITH R-211NT -R-12 Cl HIGH DENSITY BATT INSULATION. D. ALL CEILING/ROOF ASSEMBLIES TO BE INSULATED WITH R-4S ADV HIGH DENSITY BATT INSULATION. ALL VAULTED CEILINGS TO BE INSULATED WITH A MINIMUM OF R-4S ADV HIGH DENSITY BATT INSULATION. 6. WHOLE HOUSE VENTILATION TEST REQUIRED AFTER CONSTRUCTION NOTED ON PLANS AND PER IRC SECTIONS R311 4 R312. 1. ALL STAIRWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH IRCE SECTION R311.1. 2. PROVIDE SAFETY GLAZING IN ALL REQUIRED LOCATIONS PER IRC SECTION R308. 3. REFER TO TYPICAL BUILDING ASSEMBLY NOTES FOR ADDITIONAL CALL OUTS. 4. ELECTRICAL DISTRIBUTION PER OWNER'S REQUIREMENTS FLOOR PLAN KE-'T' NOTES CD . NOT USED THIS SHEET O ��1=9r =g44;; A*IiQol NOT USED THIS SHEET OCENTERLINE OF UNIT DEMISING WALL CK) COLUMN. SEE STRUCTURAL PLANS O . NOT USED THIS SHEET ODECORATIVE COLUMN WRAPPED IN SHEETROOK O"�13I13 r9C-rm DC�-A'6%�4-S:a NOT USED THIS SHEET OWOOD FRAMED BALCONY. SEE STRUCTURAL FOR MORE INFORMATION Og OUTLINE OF ROOF SAVE ABOVE (MAX 24" OVERHANG). SEE ROOF PLAN A-4.1 FOR ADDITIONAL INFO. 10 OUTLINE OF ENTRY CANOPY ABOVE, NOT TO EXCEED 30" IN DEPTH. SEE DETAIL 10 ON A-63 FOR ADDITIONAL REQUIREMENTS. WASHINGTON STATE ENERGY CODE, RESIDENTIAL PROVISIONS TABLE 406.2 ENERGY CREDITS (DEBITS) CREDIT EFFICIENT BUILDING ENVELOPE IA: 0.5 OPTION la PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U - 028 FLOOR R-38 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2A: 05 OPTION 2a COMPLIANCE BASED ON R402A.12: EDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAXIMUM AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M150-13 OF THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WITH A HIGH EFFICIENCY FAN (MAXIMUM 035 WATTS/CFM), NOT INTERLOCKED WITH THE FURNACE FAN. VENTILATION SYSTEMS USING A FURNACE INCLUDING AN ECM MOTOR ARE ALLOWED, PROVIDED THAT THEY ARE CONTROLLED TO OPERATE AT LOW SPEED IN VENTILATION ONLY MODE. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL SHOW THE QUALIFYING VENTILATION SYSTEM. OPTION 3c HIGH EFFICIENCY HVAC EQUIPMENT 3A: j 0 GAS, PROPANE OR OIL -FIRED FURNACE WITH MINIMUM AFUE OF 94%, OR GAS, PROPANE OR OILED -FIRED BOILER WITH MINIMUM AFUE OF S2% TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY FOLLOWING C0MFORTTM 92 GAS FURNACE 59SC2 WITH AFUE OF 92% OR SIM OPTION 5c EFFICIENT WATER HEATING 5C: WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: 15 GAS, PROPANE OR OIL WATER HEATER WITH A MINIMUM EF OF 0.Sl REQUIRED: 35 PROPOSED TOTAL: 35 OvEfRALL 5UILDING; AfREA&-. TOTAL F l i`ST FLOOR (OCCUPIED) = 1,359 SF TOTAL SECOND FLOOR = 3,642 SF TOTAL THIRD FLOOR = 3,545 SF TOTAL OCCUPIED = 5154�o SF TOTAL GAIRAGE AIREA = 21064 SF TOTAL DECK = 1-iro SF TOTAL = 2,240 SF 5YM50L LEGEND: ELECTRICAL PANEL Q FIRE EXTINGUISHER FE SECOND FLOOR (QT�N scare: va.=11-011 AN - 3,(o 42 G5F 0 o� Z L CD =z U (/) N �o N � J hw- � Q Q U c~i� Z 0 W Q UO IO Q O nRA^N: M GH1=GK: OFF roe NO: 2003cl O f ^ V I I J-u O O O X� ~ ts) W o U ,Q (3v PIRSCHER ARCHITECTS OVA + Firscher Architects 23114 100 AVE A EDMONDS, WASHINGTON, g8O2O (206)368-gbb8 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2O21-0020 GENERAL NOTES: I. ALL DIMENSIONS SHOWN TO FACE OF FRAMING/FACE OF FOUNDATIONS. 2. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. IN THE EVENT OF ANY CONFLICT(S) OR CHANGES BETWEEN DETAILS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY AND PRIOR TO STARTING ANY WORK 3. DO NOT SCALE DRAWINGS. 4. CONTRACTOR TO VERIFY ALL ROUGH -IN DIMENSIONS FOR ALL EQUIPMENT 4 FIXTURES FURNISHED 4 INSTALLED. 5. CONTRACTOR SHALL PROVIDE NECESSARY BACKING TO SECURE ANY FIXTURE OR EQUIPMENT TO STRUCTURE AND PROVIDE BACKING FOR EQUIPMENT AND ACCESSORY SUPPORT FOR THE FOLLOWING: SHELVING, LAVATORIES, CABINETS 4 CASEWORK, TOILET ACCESSORIES, CLOSET ACCESSORIES, STAIR 4 HANDRAILS, GARMENT HOOKS, GRAB BARS, PICTURES/ART WORK, HEADBOARDS, DOOR 4 FINISH HARDWARE AND ANY OTHER WALL 4 CEILING MOUNTED ITEMS. 6. THE CONTRACTOR SHALL SAFELY SHORE, BRACE AND SUPPORT ALL WORK AS NECESSARY. THIS SHALL BE THE FULL AND SOLE RESPONSIBILITY OF THE CONTRACTOR NO ACT, DIRECTION, REVIEW, OR OBSERVATION OF ANY SYSTEMS OR METHODS OF THE CONTRACTOR BY THE OWNER'S REPRESENTATIVE SHALL RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY. 1. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS NECESSARY FOR COMPLETE INSTALLATION OF ALL WORK EACH CONTRACTOR SHALL RESPECT THE WORK OF OTHER CONTRACTORS AND SHALL BE RESPONSIBLE FOR AND LIABLE TO REPAIR AND/OR REPLACE ANY DAMAGE CAUSED BY HIS/HER WORK 8. CODES: ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH FEDERAL, STATE AND LOCAL CODES 4 REGULATIONS AND ANY OTHER AUTHORITY HAVING JURISDICTION (AHJ) OVER THE PROJECT. CONTRACTOR(S) SHALL PROTECT AND INDEMNIFY THE OWNER AND ARCHITECT AGAINST ANY CLAIM OR LIABILITY ARISING FROM VIOLATION OF SUCH CODES OR REGULATIONS. S. QUALITY: WORKMANSHIP SHALL BE OF STANDARDS OF TRADES INVOLVED IN THE CONSTRUCTION INDUSTRY AND MATERIALS USED AND PROVIDED OF THE BEST QUALITY THE MARKET AFFORDS. ALL INSTALLATIONS AND APPLICATIONS SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS 4 WARRANTY REQUIREMENTS. 10. COMPLY WITH THE IRC, IFC AND LOCAL CODES PERTAINING TO USE OF ANY HAZARDOUS MATERIALS AND FLAME PRODUCING DEVICES DURING CONSTRUCTION. 11. FIRE SPRINKLER SYSTEM IS TO BE SUPERVISED BY A FIRE ALARM SYSTEM AND MONITORED BY CENTRAL STATION FROM CAL APPROVED LIST 12. SEE SITE PLAN FOR BUILDING ACCESS AND EGRESS PATHWAYS. MULTI -FAMILY NOTES: I. WINDOW SIZES ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT. 2. PROVIDE FIREBLOCKING AT ALL PLUMBING OPENINGS 3. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4. IN SEISMIC ZONES 00, DI 4 02, WATER HEATERS AND FURNACES SHALL BE ANCHORED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND LOWER ONE-THIRD OF ITS VERTICAL DIMENSIONS PER IBC 1613 5. PROVIDE OUTDOOR COMBUSTION AIR FOR FURNACE AND WATER HEATER PER IMC 101.1 6. WINDOW AND DOOR HEADERS SHALL BE INSULATED WITH A MINIMUM OF R-10 INSULATION. I. SEE UNIT PLANS FOR ADDITIONAL INFORMATION. FIRE -BLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATION: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: I.I. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12. 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 BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.1. 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 FIRE -BLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION RI003.19. 6. FIRE-BLOCING OF CORTICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. IRC R302.4.1 THROUGH PENETRATIONS: THROUGH PENETRATIONS OF FIRE -RESISTANCE -RATED WALL OR FLOOR ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R 302AJ2. R302JO FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION. FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.105 R302.10.1 INSULATION: INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILII_s ASSEMBLIES, ROORCEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 123. EXCEPTIONS: I. WHEN SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES, THE FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACES OF THE CEILING, FLOOR OR WALL FINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF SECTION R302.103, SHALL ONLY BE REQUIRED TO MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. 3. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. IRC R302.12 DRAFTSTOPPING: SIN COMBUSTIBLE CONSTRUCTION WHERE THERE IS A USABLE SPACE BOTH ABOVE AND BELOW THE 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. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHEN THE ASSEMBLY 18 ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOF"PING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES. 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. IRC R303.1 STAIRWAY ILLUMINATION: ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE STAIRWAY. FOR INTERIOR STAIRS THE ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE (11 LUX) MEASURED AT THE CENTER OF TREADS AND LANDINGS. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF THE STAIRWAY. EXCEPTION: AN ARTIFICIAL LIGHT SOURCE IS NOT REQUIRED AT THE TOP AND BOTTOM LANDING, PROVIDED AN ARTIFICIAL LIGHT SOURCE IS LOCATED DIRECTLY OVER EACH STAIRWAY SECTION. FLOOR PLAN NOTES I. PROVIDE EXHAUST FANS AT ALL BATHROOMS, 4 LAUNDRY ROOM. VENT ALL EXHAUST FANS AND EXHAUST HOODS TO THE EXTERIOR REFER TO ELECTRICAL PLANS FOR LOCATIONS AND CFM. REQUIREMENTS. 2. PROVIDE 110V SMOKE DETECTOR ON EACH FLOOR, IN EVERY SLEEPING ROOM AND ANY ADDITIONAL LOCATIONS NOTED ON THE PLANS PER IRC SEC. R312. INTERCONNECT ALL SMOKE 4 HEAT DETECTORS IN THE BUILDING. REFER TO THE ELECTRICAL PLANS FOR SPECIFIC LOCATIONS AND CALL OUTS. 3. CEILING HEIGHTS NOTED ON PLANS (CLG) ARE TAKEN FROM TOP OF PLYWOOD SUB -FLOOR TO BOTTOM OF FLOOR/CEILING TRUSSES OR SOFFIT FRAMING. 4. ALL DIMENSIONS ARE TO FACE OF FRAMING OR CENTER OF COLUMN, UNLESS OTHERWISE NOTED. 5. FIRE BLOCK ALL PLUMBING PENETRATIONS. FIRE BLOCK ALL WALLS AT 10'-0" O.C. HORIZONTALLY AND VERTICALLY IN ALL FRAME WALLS. FIRE BLOCK ALL WALL TO FLOOR, WALL TO CEILING, AND FLOOR TO FIREPLACE ASSEMBLIES PER IRC SEC. R302JI THERMAL INSULATION: A. ALL INTERIOR SLAB -ON -GRADE FLOOR SHALL BE COMPLETELY INSULATED WITH 2" OF R-10 RIGID INSULATION. B. ALL FLOOR CAVITIES SHALL BE THERMALLY INSULATED WITH R-38 HIGH DENSITY BATT INSULATION. C. ALL EXTERIOR WALL CAVITIES SHALL BE THERMALLY INSULATED WITH R-211NT -R-12 Cl HIGH DENSITY BATT INSULATION. D. ALL CEILING/ROOF ASSEMBLIES TO BE INSULATED WITH R-49 ADV HIGH DENSITY BATT INSULATION. ALL VAULTED CEILINGS TO BE INSULATED WITH A MINIMUM OF R-49 ADV HIGH DENSITY BATT INSULATION. 6. WHOLE HOUSE VENTILATION TEST REQUIRED AFTER CONSTRUCTION NOTED ON PLANS AND PER IRC SECTIONS R311 4 R312. 1. ALL STAIRWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH IRCE SECTION R311.1. 2. PROVIDE SAFETY GLAZING IN ALL REQUIRED LOCATIONS PER IRC SECTION R308. 3. REFER TO TYPICAL BUILDING ASSEMBLY NOTES FOR ADDITIONAL CALL OUTS. 4. ELECTRICAL DISTRIBUTION PER OWNER'S REQUIREMENTS FLOOR PLAN iGEY NOTES CD LANE- NOT USED THIS SHEET O2 NOT USED THIS SHEET OGrmN:P5R6INrm ^_ ' 1A17 ^_^416'NG "'ALL NOT USED THIS SHEET CD NOT USED THIS SHEET AT BADE F II IIw IT GIll III=I I Clf"E1E 19" /\_ 9" UJASI IE9 RGG GN F16T-r=R „- 5 ="BRT*P NOT USED THIS SHEET C�� O^=GGR "r', =- GG66"""�.-wRAF2Pr=9-IN rol 11=r=T-RGGK NOT USED THIS SHEET CDHGrsr= AIB-6Er= DrETA16 SAA 8=3-- NOT USED THIS SHEET OU100D FRAMED BALCONY. SEE STRUCTURAL FOR MORE INFORMATION Og OUTLINE OF ROOF SAVE ABOVE (MAX 24" OVERHANG;). SEE ROOF PLAN A-4.1 FOR ADDITIONAL INFO. jm OUTLINE OF ENTRY CANOPY ABOVE, NOT TO EXCEED 30" IN DEPTH. SEE DETAIL 10 ON A-83 FOR ADDITIONAL REQUIREMENTS. WASHINGTON STATE ENERGY CODE, RESIDENTIAL PROVISIONS TABLE 4062 ENERGY CREDITS (DEBITS) CREDIT EFFICIENT BUILDING ENVELOPE IA: OB OPTION la PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U - 028 FLOOR R-38 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2A: 05 OPTION 2a COMPLIANCE BASED ON R402.4.12: REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAXIMUM AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION 1-1I50-13 OF THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WITH A HIGH EFFICIENCY FAN (MAXIMUM 035 WATTS/CFM), NOT INTERLOCKED WITH THE FURNACE FAN. VENTILATION SYSTEMS USING A FURNACE INCLUDING AN ECM MOTOR ARE ALLOWED, PROVIDED THAT THEY ARE CONTROLLED TO OPERATE AT LOW SPEED IN VENTILATION ONLY MODE. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL SHOW THE QUALIFYING VENTILATION SYSTEM. OPTION 3c HIGH EFFICIENCY HVAC EQUIPMENT 3A: 10 GAS, PROPANE OR OIL -FIRED FURNACE WITH MINIMUM AFUE OF 94%, OR GAS, PROPANE OR OILED -FIRED BOILER WITH MINIMUM AFUE OF 92% TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY FOLLOWING COMFORTTM 92 GAS FURNACE 5SSC2 WITH AFUE OF 92% OR SIM OPTION 5c EFFICIENT WATER HEATING 5C: WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: IB GAS, PROPANE OR OIL WATER HEATER WITH A MINIMUM EF OF 0.Sl REQUIRED: 3.5 PROPOSED TOTAL: 35 OvEfRALL 5UILIDING; AfREA&: TOTAL FIRST FLOOR (OCCUPIED) = 1,359 SF TOTAL SECOND FLOOR = 31642 SF TOTAL THIRD FLOOR = 3,545 SF TOTAL OCCUPIED = 8154(o SF TOTAL GARAGE AREA = 21064 SF TOTAL DECK = 1lro SF TOTAL = 2,240 SF 5YM50L LEGEND: ELECTRICAL PANEL 0 FIRE EXTINGUISHER FE ME 14'-0 1/2" 3111 IT-3 1/2" A A-6.1 Z DN CLOSET I I � T � � 0 - - - BEDRM - 11-0 UNIT 4 - - 0 ® 640 SF � I SEE A-2.1 J r ENLARGED 0 0 0 21- 1121 0" � PLANS BATH BATH S 0 0 2 i IF-ji o 0 2 F71 SEE A-210 0 0 T7 FOR ENLARGED BATH BATH PLANS -- B Z UNIT 3 S 0 4 © 832 SF e 1-_� BEDRM ? w I - r �ON L0_ I _ - z DN N o; Cl O f z IJ N BEDRM 0 110" UNIT 2 e _ SEE A-2.5 LAUN 832 SF FOR ENLARGED PLANS 0 0 0 8 �j BATH BATH 0 0 t� o o � 0 0 S BATH BATH 21-0" ' SEE A-2.4 " r FOR (K 0 _ ENLARGED 0 UNIT 1 0 PLANS © 840 SF e d BEDRM n C e 0 A pN CLOSET a a� 14'-0 1/2" 9'-8" 12'-3 1/2" 36'-0" eN THIRD FLOOR PLAN - 3,545 C35F. scare: va11=,.-m11 0 wCD CD =z (/) - U N _Q L,:o N J � o- Q Q U ccn Z 0 W Q UO IO Q O nRA^N: M GH3=GIG: OFF roe NO: 2003cl Lu Lu K O O K JU X ~ ts) Q Q O l� Q 1- l[) r Q W lu LL V P I R S C H E R [ARCHITECTS ODA + Pirscher Architects 23114 100 AVE W EDMONDS, WASI INGTON, g502O (206)368-g668 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0020 1. 2. 3. 4. 6. 8. 12. 13. 14. 15. 11. O \j N SCALE: 1/411 = 11 -011 (UNIT #4 MIRRORED) GENERAL NOTES ALL DIMENSIONS ARE TO FACE OF FRAMING OR FACE OF FOUNDATIONS U.N.O. ALL WASHING MACHINES TO BE INSTALLED ON A 20 GA. GALVANIZED DRIP PAN TYP. OR AS APPROVED BY OWNER NOT USED FIN. TO FIN. MEANS FINISHED FACE OF GWB TO FINISHED FACE OF GWB. MINIMAL 3611 WIDTH CLEARANCE AT ALL TOILETS EXCEPT HANDICAPPED TOILETS. ALL EXHAUST DUCTING TO BE METAL 28 GA SMOOTH PIPE OF 4" OR 611 DIA. WITH RADIUSED BENDS. ALL JOINTS TO BE SEALED. SEE DETAIL 1/8.5 WATER VALVES ON ALL BATHTUBS ABUTTING A PARTY WALL SHALL BE INSTALLED ON THE PARTY WALL SIDE OF THE BATHTUB TYP. RUN GWB BEHIND AND TO THE FLOOR a ALL BATH TUB AND SHOWER UNITS a PARTY WALLS. SEE ELECTRICAL PLANS FOR ALL UNIT ELECTRICAL, PHONE AND DATA CONNECTIONS SEE A-8.5 FOR WHERE PENETRATION OF GARAGE WALL/CEILING OR COMMON WALL. PROVIDE VERTICAL FIRE BLOCKING 6 10' O.C. IN ALL UNIT COMMON WALL. DETAIL A-8B. HB - HOSE BIBS SHOWN SCHEMATICALLY COORDINATE FINAL LOCATION WITH PLUMBING LOCATION. FOR EXTERIOR SLIDER DOOR INFORMATION SEE WINDOW SCHEDULE UNIT DUCTLESS HEATERS SEE IMC S20 INSTALL PER MANUFACTURER'S INSTALLATION LOCATION PER CONTRACTOR AND OWNER SUBMIT FOR PERMIT PRIOR TO CONSTRUCTION DRYER EXHAUST DUCTS FOR CLOTHES DRYERS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING AND SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER SCREENS SHALL BE INSTALLED AT THE DUCT TERMINATION. DUCTS SHALL NOT BE CONNECTED OR INSTALLED W SHEET METAL SCREWS OR OTHER FASTENERS THAT WILL OBSTRUCT THE EXHAUST FLOW. CLOTHES DRYER EXHAUST DUCTS SHALL NOT BE CONNECTED TO A VENT CONNECTOR,VENT OR CHIMNEY. CLOTHES DRYER EXHAUST DUCTS SHALL NOT EXTEND INTO OR THROUGH DUCTS OR PLENUMS. SEE DRAWING A-1.1 FOR WALL TYPES. O a SCALE: 1/411 _ 11 _011 (UNIT #4 MIRRORED) ROOM FINISH SCHEDULE ROOM FLOOR WALLS CEILING BASE NOTE NORTH SOUTH EAST WEST 201 LIVING LVT GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF -- 202 KITCHEN LVT GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF -- 203 DINING LVT GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF -- 204 PANTRY LVT GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF -- 205 BEDROOM 2 C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF -- 206 BATH 1 CER GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT CERAMIC MDF 12 X 12 CERAMIC TILE TUB AND SHOUTER SURROUND 4 COVED 6" COVED BASE 210 CLOSET C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 301 M. BEDROOM C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF -- 302 M. CLOSET C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT -- 303 M. BATH CER GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF 12 X 12 CERAMIC TILE TUB AND SHOUTER SURROUND 4 COVED 6" COVED BASE 304 BEDROOM 3 C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF 305 BATH 2 CER GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,ORPT MDF 12 X 12 CERAMIC TILE TUB AND SHOUTER SURROUND 4 COVED 6" COVED BASE 100 FOYER LVT GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF 101 STUDY/BDRM C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF -- x15 BALCONY H -- -- -- -- -- -- -- 306 HALLWAY C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF 301 LAUNDRY RIM LVT GB,PT,OP GB,PT,OP GB,PT,OP I GB,PT,OP GB,OP,PT MDF STAIRS C GB,PT,OP GB,PT,OP GB,PT,OP I GB,PT,OP GB,ORPT MDF -- MATERIAL REFERENCE: NOTE: CONC FINISHED CONCRETE MDF MEDIUM DENSITY FIBERBOARD 1. DROP CEILING * KITCHEN SOFFIT: GB,ORPT. C CARPET -LEVEL LOOP CARPET OP ORANGE PEAL 2. MDF PRE -PRIMED. GB GYPSUM BOARD. PT PAINT 3. ALL CLOSETS FINISH w/UTIRE SHELF AND ROD, LVT LUXURY VINYL TILE PLANKS UNLESS NOTED OTHERWISE. CER 12X12 CERAMIC TILE H HYDRAPRESSED SLAB 18ASA-5/8" w/PEDESTALS WATER RESISTANT GB * WET UNIT 01 GROss SQUARE FOOTAGE S GARAGE: 452 GSF FIRST FLOOR: 304 GSF SECOND FLOOR: 563 GSF TN I RD FLOOR: 540 GSF TOTAL: 2,491 GSF W1 GARAGE 2,009 GSF WIO GARAGE (UNIT 1*4 SIMILAR) KEPI' NOTE5: ( HVAC UNIT - BIDDER DESIGNED. 0 TANKLE55 GAS HOT WATER HEATER. O WASTE AND RECYCLING CONTAINERS BY RESIDENTS. G) DECK LINE ABOVE. O 200A ELECTRICAL SERVICE PANEL. DWELLING -GARAGE SEPARATION REQUIREMENTS ARE TO MAINTAINED PER TABLE R302.6 AT WALL PENETRATION. O NOT USED. O FLOOR LINE ABOVE. O ROOF LINE ABOVE. O DECK BELOW. PROVIDE 60 MIL CONT. ELASTOMERIC DECK MEMBRANE. SLOPE JOISTS FOR POSITIVE DRAINAGE. 10 LOW WALL TO 42", SIM TO WALLTYPE Cl . 11 NOT USED. 12 6X6 TREATED COLUMN ON A CONCRETE PLINTH. SEE STRUCTURAL. 13 NOT USED 0 o� uj 7wau, (/) N J � � Q Q U Cn d' z V ~ W Q U 0 I 0 Q 0 nRA^N: M GH�GK: GFP roe No: 2003 Cn Lu K 0 0 O K JU �U T Z X Q LL >� Q 1— l[) t- Q W lu LL v 1-3 P I R S C H E R ARCHITECTS OVA + Pirscher Architects 100 AVE WMONDS, WASHINGTON, g8020 6)368-g668 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: 14 FRAMED FALSE COL. MATCH COL. FINISH AT OTHER END. 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BEDROOM C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF -- 302 M. CLOSET C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT -- 303 M. BATH CER GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF 12 X 12 CERAMIC TILE TUB AND SHOWER SURROUND 4 COVED 6" COVED BASE 304 BEDROOM 3 C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF 305 BATH 2 CER GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF 12 X 12 CERAMIC TILE TUB AND SHOWER SURROUND 4 COVED 6" COVED BASE 100 FOYER LVT GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF -- 101 STUDY/BDRM C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF -- x15 BALCONY H -- -- -- -- -- -- -- 306 HALLWAY C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF -- 301 LAUNDRY RM LVT GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF -- STAIRS C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF MATERIAL REFERENCE: NOTE: GONG FINISHED CONCRETE MDF MEDIUM DENSITY FIBERBOARD I. DROP CEILING 6 KITCHEN SOFFIT: GB,OP,PT. C CARPET -LEVEL LOOP CARPETOF ORANGE PEAL 2. MDF PRE -PRIMED. GB GYPSUM BOARD. PT PAINT 3. ALL CLOSETS FINISH w/IUIRE SHELF AND ROD, LVT LUXURY VINYL TILE PLANKS UNLESS NOTED OTHERWISE. CER 12X12 CERAMIC TILE H HYDRAPRESSED SLAB 18ABA-5/8" w/PEDESTALS WATER RESISTANT GB a WET WALLS IN BATH 4 KITCWFN 6G AL.E:: 1/411 _ _0II (UNIT #3 MIRRORED) GENERAL NOTE 5 1. ALL DIMENSIONS ARE TO FACE OF FRAMING OR FACE OF FOUNDATIONS U.N.O. 2. ALL WASHING MACHINES TO BE INSTALLED ON A 20 GA. GALVANIZED DRIP PAN TYP. OR AS APPROVED BY OWNER 3. NOT USED 4. FIN. TO FIN. MEANS FINISHED FACE OF GWB TO FINISHED FACE OF GWB. 5. MINIMAL 36" WIDTH CLEARANCE AT ALL TOILETS EXCEPT HANDICAPPED TOILETS. 6. ALL EXHAUST DUCTING TO BE METAL 28 GA SMOOTH PIPE OF 4" OR 6" DIA. WITH RADIUSED BENDS. ALL JOINTS TO BE SEALED. SEE DETAIL 1/8B 1. WATER VALVES ON ALL BATHTUBS ABUTTING A PARTY WALL SHALL BE INSTALLED ON THE PARTY WALL SIDE OF THE BATHTUB TYP. 8. RUN GWB BEHIND AND TO THE FLOOR a ALL BATH TUB AND SHOWER UNITS a PARTY WALLS. 11. SEE ELECTRICAL PLANS FOR ALL UNIT ELECTRICAL, PHONE AND DATA CONNECTIONS SEE A-8B FOR WHERE PENETRATION OF GARAGE WALL/CEILING OR COMMON WALL. 12. PROVIDE VERTICAL FIRE BLOCKING 0 10' O.C. IN ALL UNIT COMMON WALL. DETAIL A-8B. 13. HB - HOSE BIBS SHOWN SCHEMATICALLY COORDINATE FINAL LOCATION WITH PLUMBING LOCATION. 14. FOR EXTERIOR SLIDER DOOR INFORMATION SEE WINDOW SCHEDULE 15. UNIT DUCTLESS HEATERS SEE IMC 920 INSTALL PER MANUFACTURER'S INSTALLATION LOCATION PER CONTRACTOR AND OWNER SUBMIT FOR PERMIT PRIOR TO CONSTRUCTION 16. DRYER EXHAUST DUCTS FOR CLOTHES DRYERS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING AND SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER SCREENS SHALL BE INSTALLED AT THE DUCT TERMINATION. DUCTS SHALL NOT BE CONNECTED OR INSTALLED W SHEET METAL SCREWS OR OTHER FASTENERS THAT WILL OBSTRUCT THE EXHAUST FLOW. CLOTHES DRYER EXHAUST DUCTS SHALL NOT BE CONNECTED TO A VENT CONNECTOR,VENT OR CHIMNEY. CLOTHES DRYER EXHAUST DUCTS SHALL NOT EXTEND INTO OR THROUGH DUCTS OR PLENUMS. 11. SEE DRAWING A-1.1 FOR WALL TYPES. UNIT 1*2 GR055 SQUARE FOOT AGE 5 GARAGE: 49O G5F F I R5T FLOOR: 309 G51= 5E:COND FLOOR: 056 G5F THIRD FL_ 00f;R: 032 G5F TOTAL: 2,401 G5F W1 GAIRAGE 1,99l G5F WIO GARAGE: (UNIT #3 51MILAR) KEY NOTE5: (: HVAC UNIT - BIDDER DESIGNED. 02 TANKLESS GAS HOT WATER HEATER. O WASTE AND RECYCLING CONTAINERS BY RESIDENTS. O DECK LINE ABOVE. O 200A ELECTRICAL SERVICE PANEL. DWELLING -GARAGE SEPARATION REQUIREMENTS ARE TO MAINTAINED PER TABLE R302.6 AT WALL PENETRATION. O NOT USED. O FLOOR LINE ABOVE. O ROOF LINE ABOVE. O DECK BELOW. PROVIDE 60 MIL CONT. ELASTOMERIC DECK MEMBRANE. SLOPE JOISTS FOR POSITIVE DRAINAGE. 10 LOW WALL TO 42", SIM TO WALLTYPE Cl . 11 NOT USED. 12 6X6 TREATED COLUMN ON A CONCRETE PLINTH. SEE STRUCTURAL. 13 NOT USED 14 FRAMED FALSE COL. MATCH COL. FINISH AT OTHER END. N O � oLjLjj CD 7�2-, (/) N N � J � � Q Q U c~i) d' z V ~ W Q O O Q 0 nRA^N: M GHEGIG: OFF roe No: 2003cl Lu O � � O O O K U- Lu O �� w X> Q LL >� T_ Q 1— l[) r Q W lu LL v 1-3 P I R S C H E R ARCHITECTS WA + Pirscher Architects 23114 100 AVE A EDMONDS, NASHINGTON, g8020 (206)368-gbb8 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: _ o BLD2021-0020 UNIT WALL T*rFES - SEE STRUCTURAL FOR ADDITIONAL SHEAR WALL REQUIREMENTS R-21 BATT INSUL FACE STAPLING FACED BATTS INTERIOR 2X6 WE) STUDS PER STRICT. 5/8" TYPE 'X' GWB VAPOR RETARDER -I♦ Fill- �m I! /1111 SHEATHING PER STRUCTURAL CONT AIR WATER BARRIER IX3 TREATED STRIPPING ® 16" EXT. ARCHITECTURAL FINISH OR CEDAR SIDING SEE ELEVATIONS. GENERAL EXT. WALL EXCEPT WHERE NOTED EXTERIOR 5/8, We HAT CNANELS * 24" O.C. 0". VAPOR BARRIER a CONC. PER STRUCTURAL CONT. WATERPROOFING MEMBRANE R-10 CONTINUOUS RIGID INSULATION INTERIOR EXTERIOR GENERAL EXTERIOR STEM WALL 31 SIM. TO B OMIT STUDS AND IN5ULAT1 2X6 STUDS 6 16" SINGLE LAYER 5/8" TYPE 'x' GM SINGLE LAYER 5/8" TYPE 'X' GWB 3-1/2" BATT ACCOUSTIC INSULATION TYP. BEDROOM AND BATHRM. WALLS. PROVIDE WATER RESISTANT G.W.B. IN WET AREAS �> SIM. TO C�WITH 2X4 5TUD5 6 16" O.C. 2X6 STUDS ® 16" O.C. SINGLE LAYER 5/8" TYPE 'x' GM R-21 BATT INSUL FACE STAPLING FACED BATTS SINGLE LAYER 5/8" TYPE 'X' GWB 2X6 STUDS 0 16" O.C. SINGLE LAYER 5/8" TYPE 'X' GWB SINGLE LAYER 5/8" TYPE 'X' GWB SIM. TO E<>WITH 2X4 STUDS G 16" O.C. SIM. TOE WITH 2X4 STUDS im 16" O.C. AND A P NY WALL DOUBLE ROW 2x4 WOOD STUDS is I6" O.C. ON SEPARATE PLATES SIDED LP i ♦ ♦ 1. l 2 HOUR PARTITION WALL SOUND TRASMISSION CLASS STC 56 p IGN U350 SIM. TO WITH 2x4 FURRED OUT WALL FO PLUMBINCs LINES ARCH. FINISH PER ELEVATIONS 1/2" PLYWO PER STRUCT Ix3 TREATED 16 � ING °7\ / � � � EXTERIOR 2x6 WD STUDS 0 16" O.C. ON SEPARATE EXTERIOR PLATES FIN WALL NOTE- SEE EXT. ELEVATION FOR EXT. FINISHES GENERAL NOTES I. ALL DIMENSIONS ARE TO FACE OF FRAMING OR FACE OF FOUNDATIONS U.N.O. 2. ALL WASHING MACHINES TO BE INSTALLED ON A 20 GA. GALVANIZED DRIP PAN TYP. OR AS APPROVED BY OWNER- 3. NOT USED 4. FIN. TO FIN. MEANS FINISHED FACE OF GWB TO FINISHED FACE OF GWB. 5. MINIMAL 36" WIDTH CLEARANCE AT ALL TOILETS EXCEPT HANDICAPPED TOILETS. 6. ALL EXHAUST DUCTING TO BE METAL 28 GA SMOOTH PIPE OF 4" OR 6" DIA. WITH RADIUSED BENDS. ALL JOINTS TO BE SEALED. SEE DETAIL 1/8.5 i. WATER VALVES ON ALL BATHTUBS ABUTTING A PARTY WALL SHALL BE INSTALLED ON THE PARTY WALL SIDE OF THE BATHTUB TYP. 8. RUN GWB BEHIND AND TO THE FLOOR tv ALL BATH TUB AND SHOWER UNITS 9 PARTY WALLS. 11. SEE ELECTRICAL PLANS FOR ALL UNIT ELECTRICAL, PHONE AND DATA CONNECTIONS SEE A-8.5 FOR WHERE PENETRATION OF GARAGE WALL/CEILING OR COMMON WALL. 12. PROVIDE VERTICAL FIRE BLOCKING a 10' O.C. IN ALL UNIT COMMON WALL. DETAIL A-8B. 13. HB - HOSE BIBS SHOWN SCHEMATICALLY COORDINATE FINAL LOCATION WITH PLUMBING LOCATION. 14. FOR EXTERIOR SLIDER DOOR INFORMATION SEE WINDOW SCHEDULE 15. UNIT DUCTLESS HEATERS SEE IMC 920 INSTALL PER MANUFACTURER'S INSTALLATION LOCATION PER CONTRACTOR AND OWNER SUBMIT FOR PERMIT PRIOR TO CONSTRUCTION 16. DRYER EXHAUST DUCTS FOR CLOTHES DRYERS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING AND SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER SCREENS SHALL BE INSTALLED AT THE DUCT TERMINATION. DUCTS SHALL NOT BE CONNECTED OR INSTALLED W SHEET METAL SCREWS OR OTHER FASTENERS THAT WILL OBSTRUCT THE EXHAUST FLOW. CLOTHES DRYER EXHAUST DUCTS SHALL NOT BE CONNECTED TO A VENT CONNECTOR,VENT OR CHIMNEY. CLOTHES DRYER EXHAUST DUCTS SHALL NOT EXTEND INTO OR THROUGH DUCTS OR PLENUMS. li. SEE DRAWING A-1.1 FOR WALL TYPES. tQN I H I ML..) 1-L. LJJ1� C1''"L. SIN N SC ALE: 1/411 = 11 _011 ROOM F 1N 1 SH SCHE D UL E ROOM FLOOR WALLS CEILING BASE NOTE NORTH SOUTH EAST WEST 201 LIVING LVT GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF -- 202 KITCHEN LVT GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF -- 203 DINING LVT GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GBpP,PT MDF -- 204 PANTRY LVT GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF -- 205 BEDROOM 2 C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF - - 206 BATH I CER GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT CERAMIC MDF 12 X 12 CERAMIC TILE TUB AND SHOWER SURROUND 4 COVED 6" COVED BASE 210 CLOSET C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 301 M. BEDROOM C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF -- 302 M. CLOSET C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT -- 303 M. BATH CER GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF 12 X 12 CERAMIC TILE TUB AND SHOWER SURROUND 4 COVED 6" COVED BASE 304 BEDROOM 3 C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF 305 BATH 2 CER GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF 12 X 12 CERAMIC TILE TUB AND SHOWER SURROUND 4 COVED 6" COVED BASE 100 FOYER LVT GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF 101 STUDY/BDRM C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF -- A5 BALCONY H -- -- -- -- -- -- -- 306 HALLWAY C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF 301 LAUNDRY RM LVT GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF STAIRS C GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT MDF MATERIAL REFERENCE: NOTE: CONIC FINISHED CONCRETE MDF MEDIUM DENSITY FIBERBOARD I. DROP CEILING ® KITCHEN SOFFIT: GB,OP,PT. C CARPET -LEVEL LOOP CARPETOF ORANGE PEAL 2. MDF PRE -PRIMED. GB GYPSUM BOARD. PT PAINT 3. ALL CLOSETS FINISH w/lWIRE SHELF AND ROD, LVT LUXURY VINYL TILE PLANKS UNLESS NOTED OTHERWISE. CER 12X12 CERAMIC TILE H HYDRAPRESSED SLAB 18xI8xl-5/8" w/PEDESTALS WATER RESISTANT GB * WET KEY NOTES: OI N/A THIS SHEET OT AAII/I 1=CC r A a 1 1G; II I A;ER 1 1E AT/A THIS SHEET O I I I A CTS 49 REG* - li GGNT A INER6 B* RE619E IBC. N/A THIS SHEET 0 DECK LINE ABOVE. DWELLING GARAGE SEPARATII94 REQUIREMENTS ARE­ OMAINTAINED PER 0 PENETRAT16N. O NOT USED. O FLOOR LINE ABOVE. ® ROOF LINE ABOVE. DECK BELOW. PROVIDE 60 MIL CONT. ELASTOMERIC 0 DECK MEMBRANE. SLOPE JOISTS FOR POSITIVE DRAINAGE. to LOW WALL TO 42 ", 51M TO WALLTYPE Cl . II NOT USED. 12 6X6 TREATED COLUMN ON A CONCRETE PLINTH. SEE STRUCTURAL. 13 NOT USED 14 FRAMED FALSE COL. MATCH COL. FINISH AT OTHER END. N O o� uj 7wau_� (/) N J � � Q Q U Cn d' Z 0 lu Q UO I- ,1RA^N: M GH1=GK: OFF roe NO: 2003cl C� L O K O O O K u— JU � O T_ w 117— is) Q O 1� T_ Q l[) Q W PIRSCHER ARCHITECTS OVA + Firer -her Architects 23114 100 AVE A EDMONDS, WASHINGTON, 418020 (20(b)368-41(ob8 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHE3-7: 2 BLD2021-0020 CARBON MONOXIDE DETECTORS R315.1 CARBON MONOXIDE ALARMS FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLING AND IN ACCORDANCE WITH THE MANUFACTURERS DIRECTIONS. SMOKE DETECTORS R3143 SMOKE ALARMS SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: I. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS, BUT NOT INCLUDING CRAWLSPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER FLOOR SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. INSIDE THE ENCLOSED GARAGE. SMOKE DETECTORS TO BE HARDWIRED, INTERCONNECTED, WITH BATTERY BACKUP PER SRC R314A. UNIT #I FIRST FLOG UNIT 1*4 MIRRORED REFLECTED CEILING PLAN NOTES: I. LIGHTING SYSTEM CIRCUITING AND SWITCHING IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS, PANEL DESIGN AND APPLICABLE CODES AND REQUIREMENTS. SEE ELECTRICAL PLANS FOR MORE INFORMATION. 2. MECHANICAL SYSTEM IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS AND APPLICABLE CODES AND REQUIREMENTS. 3. RUN EXHAUST VENTS AS SCHEMATICALLY SHOWN ON REFLECTED CEILING PLANS. DO NOT PENETRATE STRUCTURAL MEMBERS ABOVE CEILINGS WITHOUT EXPRESS APPROVAL OF THE STRUCTURAL ENGINEER 4. ALL 3RD FLOOR EXHAUST VENTING FOR ALL UNITS TO BE EXHAUSTED THROUGH THE ROOF. SEE ROOF PLANS FOR ADDITIONAL INFORMATION. CONTRACTOR TO GANG EXHAUST VENTS TOGETHER TO MINIMIZE ROOF PENETRATIONS. 5. ELECTRICAL, MECHANICAL DESIGN/BUILD CONTRACTORS RESPONSIBLE FOR COORDINATION W/ OTHER SYSTEMS TO AVOID CONFLICTS. 6. ALL DUCTWORK SHALL BE RIGID SHEET METAL INSULATED PER CODE. 1. VERIFY LOCATION OF BATHROOM EXHAUST FAN WITH ARCHITECT BEFORE INSTALLATION. SEE DETAIL I/A-3.1 E I/A-32 FOR TYP. BATHROOM FAN DETAIL. 8. CONTRACTOR TO PROVIDE BOOSTER FANS FOR ALL DRYER AND KITCHEN EXHAUST FANS IF REQUIRED. ADVISE OWNER OF REQUIREMENTS IN BID. NOTE: MAKE NECESSARY ADJUSTMENTS TO THE LIGHTING, SPRINKLERS AND HVAC CONFIGURATIONS TO AVOID CONFLICTS. CEILING/LIGHT FIXTURE SCHE D UL E MARK TYPE MANUFACTURER SYMBOL WATTS NO. LAMPS EXTERIOR F1 WALL MOUNTED KICHLER �o 15 LED RATED SCONCE MODEL: 110'1'15KT F2 SMOKE KIDDE SD - NA DETECTOR MODEL: P3010H F3 CARBON MONOXIDE KIDDE CM _ NA DETECTOR MODEL: C3010 F4 VANITY LIGHTS BY OWNER- LED F5 RECESSED LITHONIA LK1 OR SIM C 8 LED Flo 2'x4' TROFFER LITHONIA 2GTL 4 21B 2 LED LED F� PENDANT LED MINI PENDANT 9 5 1 LED LIGHT PLC JOI 50 KEY NOTES: Oj 24"x3O" CEILING ACCESS HATCH. O4" DIA. 24 GA. SMOOTH PIPE KITCHEN EXHAUST W/ ALL SEAMS TIGHTLY SEALED AND RUN TO OUTSIDE WALL TYP. RUN INSIDE TOP OF CABINETS AT KITCHEN. O 4" DIA. 24 GA. SMOOTH PIPE BATHROOM EXHAUST W/ ALL SEAMS TIGHTLY SEALED. RUN TO OUTSIDE WALL TYP. RUN IN FLOOR JOIST CAVITY ABOVE CEILING TYP. O4 EXHAUST COWLING VENTS. UNIT TO BE 24 GA. STEEL WITH WELDED SEAMS, EXT. DAMPERS THAT GRAVITY CLOSE UNDER NEUTRAL PRESSURE, AND SCREENED. PAINT TO MATCH ADJACENT SIDING. O CEILING VENTILATION FAN, SEE DETAIL 1/A-3.1 E 1/A-32 (2) FIRE CAULK LAYERS FLOOR AROUND DUCT 5/8" GW5 PENETRATION - [111F wills >(o GA. SHEET METAL DUCT (1) LAYER J x7l '��i 5/81, GWB EXHAUST PANASONIC CEILING AIR VENTILATION FAN (WHISPERGREEN MODEL FV-08VKM3) 1 CEILING VENT I L,4T I ON F=,4N NTS C 1=1 L-4- - GPM 2 0�5 El 05 F3 (D=5 9 V O (0=5 5m GFM n ■ UNIT 1*1 SECOND ICI scale: va11=r_m.. 0 SD b F2 FLOOR RCP UNIT 1*4 MIRRORED UNIT #1 THIfR[:) FLOO QN 6GALE; 1/411=11-011 UNIT #4 MIRRORED G ImW WHOLE HOUSE VENTILATION CALCULATIONS PER M150133 MECHICAL VENTILATION RATE FOR CONTINUOUS WHOLE HOUSE FAN OPERATION: 3,000-4,500 15 CFM PER UNIT BATHROOM EXHAUST FAN = 50 CFM INTERMITTENT OR 20 GFM CONTINUOUS KITCHEN= 100 GFM INTERMITTENT OR 25 GFM CONT INOUS N O uj k w =z N U V)Cn �o N J hw- o' Q Q d' z 0 v ~ W Q Uo IO Q 0 d DRA^N: M GHEC'K: OFF roe NO: 2003cl VI Lu O z K � � U JU w T LLI Q O T- Q 1- r Ow fu IL V- 1-3 PIRSCHER ARCHITECTS GDA + Firer -her Architects 23114 100 AVE A EDMONDS, AASHINGTON, g8020 (206)368-gbb8 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: 0 WHOLE HOUSE FAN AND HOUSE VENTILATION SHALL MEET THE REQUIREMENTS OF MI501 BLD2021-0020 WHOLE MOUSE VENTILATION CALCULATIONS PER M150133 MECHICAL VENTILATION RATE FOR CONTINUOUS WHOLE HOUSE FAN OPERATION: 3,000-4,500 15 CFM PER UNIT BATHROOM EXHAUST FAN = 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS KITCHEN= 100 CFM INTERMITTENT OR 25 CFM CONTINOUS WHOLE HOUSE FAN AND HOUSE VENTILATION SHALL MEET THE REQUIREMENTS OF M150-1 KEY NOTES: ( 241 CEILING ACCESS HATCH. O4" DIA. 24 GA. SMOOTH PIPE KITCHEN EXHAUST W/ ALL SEAMS TIGHTLY SEALED AND RUN TO OUTSIDE WALL TYP. RUN INSIDE TOP OF CABINETS AT KITCHEN. O 4" DIA. 24 GA. SMOOTH PIPE BATHROOM EXHAUST W/ ALL SEAMS TIGHTLY SEALED. RUN TO OUTSIDE WALL TYP. RUN IN FLOOR JOIST CAVITY ABOVE CEILING TYP. O4 EXHAUST COWLING VENTS. UNIT TO BE 24 GA. STEEL WITH WELDED SEAMS, EXT. DAMPERS THAT GRAVITY CLOSE UNDER NEUTRAL PRESSURE, AND SCREENED. PAINT TO MATCH ADJACENT SIDING. O CEILING VENTILATION FAN, SEE DETAIL 1/A-3.1 E 1/A-32 CARBON MONOXIDE [)ETECTORS R315.1 CARBON MONOXIDE ALARMS FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLING AND IN ACCORDANCE WITH THE MANUFACTURERS DIRECTIONS. SMOKE DETECTORS R3143 SMOKE ALARMS SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS, BUT NOT INCLUDING CRAWL -SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER FLOOR SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. INSIDE THE ENCLOSED GARAGE. SMOKE DETECTORS TO BE HARDWIRED, INTERCONNECTED, WITH BATTERY BACKUP PER SRC R314.4. FLO( JOIS (2) FIRE CAULK LAYERS FLOOR AROUND DUCT 5/811 GWB PENETRATION ?6 GA. SHEET '1ETAL DUCT (1) LAYER J 5/8 GWB EXHAUST PANASONIC CEILING AIR VENTILATION FAN (WHISPERGREEN MODEL FV-08VKM3) CEILING VENT I L,4T I ON F:,4N NTS UNIT *�2 eZZ7\�) FIRST FLOCIfR FLAN. Q- UNIT '03 MIRRORED REFLECTED CEILING PLAN NOTES: I. LIGHTING SYSTEM CIRCUITING AND SWITCHING IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS, PANEL DESIGN AND APPLICABLE CODES AND REQUIREMENTS. SEE ELECTRICAL PLANS FOR MORE INFORMATION. 2. MECHANICAL SYSTEM IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS AND APPLICABLE CODES AND REQUIREMENTS. 3. RUN EXHAUST VENTS AS SCHEMATICALLY SHOWN ON REFLECTED CEILING PLANS. DO NOT PENETRATE STRUCTURAL MEMBERS ABOVE CEILINGS WITHOUT EXPRESS APPROVAL OF THE STRUCTURAL ENGINEER 4. ALL 3RD FLOOR EXHAUST VENTING FOR ALL UNITS TO BE EXHAUSTED THROUGH THE ROOF. SEE ROOF PLANS FOR ADDITIONAL INFORMATION. CONTRACTOR TO GANG EXHAUST VENTS TOGETHER TO MINIMIZE ROOF PENETRATIONS. 5. ELECTRICAL, MECHANICAL DESIGN/BUILD CONTRACTORS RESPONSIBLE FOR COORDINATION W/ OTHER SYSTEMS TO AVOID CONFLICTS. (6. ALL DUCTWORK SHALL BE RIGID SHEET METAL INSULATED PER CODE. I. VERIFY LOCATION OF BATHROOM EXHAUST FAN WITH ARCHITECT BEFORE INSTALLATION. SEE DETAIL I/A-3.1 t I/A-32 FOR TYP. BATHROOM FAN DETAIL. 8. CONTRACTOR TO PROVIDE BOOSTER FANS FOR ALL DRYER AND KITCHEN EXHAUST FANS IF REQUIRED. ADVISE OWNER OF REQUIREMENTS IN BID. NOTE: MAKE NECESSARY ADJUSTMENTS TO THE LIGHTING, SPRINKLERS AND HVAC CONFIGURATIONS TO AVOID CONFLICTS. CE IL INCH/LIGHT FIXTURE SCHEDULE MAR< TYPE MANUFACTURER SYMBOL WATTS NO. LAMPS EXTERIOR F1 WALL MOUNTED KICHLER - �o 15 LED RATED SCONCE MODEL: 110��E3KT F2 SMOKE KIDDE SD - NA DETECTOR MODEL: P3010H F3 CARBON MONOXIDE KIDDE CM _ NA DETECTOR MODEL: C3010 F4 VANITY LIGHTS BY OWNER -A LED % RECESSED LITHONIA LKi OR SIM O 8 LED F6 2'x4' TROFFER LITHONIA 2GTL 4 21B 2 LED LED F1 PENDANT LED MINI PENDANT 9 5 1 LED LIGHT I 5 Fr I � 05 �� 3 b I I I I I I I I I F1 F3 0 42 SD 05 05 100 2 (01=5 1 ----- ❑ n UNIT *2 &ECOND FLOOD FLAN Ifs scaLE: va.11=,1_m11 UNIT *3 MIRRORED �3 SD ' F2 F2 SD I� 5 SD 2 E1 O 5mF FM 50❑CFM ❑ O ° 0 0 0 0 UNIT #2 THIfRD FLOOfR FLAN. SCALD: I/4" =1' _0" UNIT *3 MIRRORED 0 0 =z (/) - U N -Q N J hw- � Q Q U ccn d' Z v ~ W Q WO �O Q O d nRA^N: M GH1=GK: OFF SOB NO: 2003cl q) Lu O z K O � � U K JU � O T- W Q O T- Q 1- r Ow fu IL V P I R S C H E R 023114 ARCHITECTS OVA + Pirscher Architects 100 AVE A EDMONDS, AASHINGTON, g8020 (206)368-gbb8 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0020 CONT.RIDGE VENT V-600 11" W/COMP. SHINGLE ROOFING, TYPICAL APPLICATION SHINGLE RIDGE CAP 2x ROOF FRAMING;, PER STRUCT. R-35 BATT INSUL. r-�fRic:)GE 1 Dr=TA1L 1-1/2"=1'-�" rid � detail g ARCH COMPC WATER 2" VENI TRUSSE R-49 11` 2x6 TRI ROOF 1 SEE STI METAL EDGE ,� E,4YE � NTS EAVE El DIMEN51ON AS REOV PER I.R.G. DIM'S AS REQ'D PER I.R.G. ol SUPPLIED t INSTALLED BY SHEET METAL CONTRACTOR VENT AREA REQUIRED PER IRC -VENTILATOR SELF FLASHING SET OVER AND SEALED TO WATER BARRIER, LAP AND SEAL TO SHINGLE ROOFING. GASKETED FASTNERS tv 24" O.C. AND 6" FROM EA. END CONT. CLEAT EA. SIDE 1-1/2" EIFS 1/2" PLYWOOD SIDING BUILDING PAPER RUN MEMBRANE UP PARAPET WALL 4 UNDER COPING TURN LEAD FLASHING DOWN INSIDE PLUMBING VENT PIPE 2" ALANT 'LY COMPOSITION RIPPING 'BID INSULATION ;AW BAND _B. LEAD PIPE JACK, FURNISHED TRADE RESPONSIBLE FOR ;NETRATION. SET FLANGES IN PHAL7 ROOF CEMENT OVER )OFING PLIES fTAL ROOF DECK, E STRUCT. )NDUIT OR PIPE COF I NG 's �ASC I A � ROOF i ENE TRAT I Oi l 311 = 1'-011 �.115.O15 1" =1' -�" RNS45 24 GA. GAL. SHT. MTL. ROOF JACK INSECT SCREEN WATERPROOF MEMBRANE BASE FLASHING EXTEND ? PLYWOOD - OUT ONTO WATER BARRIER -ROOFING SHINGLES CANT STRIP $LOCK'G AS REQUIRED FOR SUPPORT. ROOF VENT I L ATOR NTS 1.120.031 EXHAUST JACK W/ RAIN HOOD SEALANT ASE FLASHING EXTEND OUT ONTO WATER BARRIER ROOFING SHINa "'�—SECURE DUCT TO ROOF FRAMIW-% REQUIRED FOR SUPPORT. _ES & E XHA ST VENT 311=1' - 011 fRN640 m SOFFIT BD. W CONT. SCREE VENTING EXT. WALL SYSTEM. SEE ELEV. 2X& OUTRIGGERS - SEE STRUCTURAL. ARCH GRADE ASPHALT SHINGLES O/ CONT. WATER BARRIER O/ PLYWD PER STRUCTURAL 12" TYP. 5/4" TREATED METAL EDGE FLASHING W/ HEMMED EDGE <--2X8 CEDAR FASCIA BOARD 3" =1' -0" I.I621.021a "doA e PARAPET 2 -4.1 2 I �I A-4.1 I FLAT 4:12 4:12 ROOF I - F T ' 8" ROOF VENT, A-4.1 SEE 5/A-4.1 FOR --I4- 1 F -98 - III DETAIL 0l 1 8:12 RIDGE — -15 8:12 no o A-4_- .1 12 F_�8-2 -4.-41 8:12 RIDE I �IF—— TyF LF 8:12 iu ° 2 11 L� 4:24:12 1FE8" ROOVNT, FLAT FF SEE 5/A-4.1 FORS, ROOF 2 I n DETAIL 9 -8 4.1 L u 8" ROOF VENT, �I SEE 5/A-4.1 FOR PARAPET L — DETAIL tF:— = 4:12 4:12 I L TF �� f lu II TYP. 8.12 -4.1 2 0 G 1 A-4.1 5 RIDGE � � _ � L = �2 1 �f 8:12 9 nlJ II 0 1 -4.1 8: 2 J _8 RIDSBE�I �I � I I f I I I I 1 u o II o u 18:2 2'-0" 8:12 A-4.1 RIDGE — —�L-- -�F- 8:12 w o i o II E-L 8" ROOF VENT, SEE 5/A-4.1 FOR L 1 DETAIL A- --FL FLAT ROOF 12 4:12 2 A-4.1 I �- --�� PARAPET 2 0 4 A-4.1 eN fROCIF FLAN. scaLE: v811-i1-011 an a 6 O C3) 5 N O � oLjLjj Z w o =z N U V) Ef Lf) N J hw- D_ Q Q Z 0 W Q tO �O Q 0 nRA, NN: M OFF roe NO: 2003cl V/ Lu K K JU Q O O 1- r to LL P I R S C H E R [ARCHITECTS OVA + Pirscher Architects 23114 100 AVE A EDMONIDS, AASHINGTON, g8020 (206)368-gbb8 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: / Aq \ == 'I BLD2021-0020 LU n F- , _kn LLI —Icy, 1 Z N C� MQ X 01 XWtu O (L O O 1 iL W il ---440-21— — 430.4' I1 — — — 435.2' TOP PLATE 431.41 A-8.1 — LEVEL 3 — 423' 6 — LEVEL 2 A-8.1 414' AVG GRADE 410' 410.2' —LEVEL I 4051 — E GA METAL .ASHING W/ ACK DAMS AT ;)P "xY TRIM II OUND VENT EFABRICATED :)DIZED SELF ZHING ALUMINUM /ERED VENT LY SCREENED ,4TTIC UJ.4LL VENT COVER 1/2 -1 0 24 GA HEAD FLASHING WEND DAMS EXTEND I" PAST TRIM 5/4"x4" HEAD TRIM CEDAR OR APPROVED 5/4"x4" JAMB TRIM 5/4"x4" SILL TRIM TYPICAL WINE)OW TRIM PATTERN 1/2 -1 0 1� Q ca W_ V � W� 7X XW Lu LLI N -4 BUILDING ADDRESS TO 5E PLACED IN SUCH A POSITION AS TO BE CLEARLY VISIBLE 4 LEGIBLE 2 FROM THE STREET OR ROAD FRONTING THE 4 PROPERTY. NUMBERS SHALL BE A MINIMUM 12" TALL, I' STROKE E CONTRAST WITH THEIR A_6.I 4 BACKGROUND. COORDINATE FINAL LOCATION W/ FIRE MARSHAL'S OFFICE. a-8.1 g 10 ri EA-8.1 2 1 3 12 3 �-P 10 1,2,3,4 A-8.1 A-82 �8. Ty' a-8.1 A-5.1 A-82 a/8-1 T't'P A-8.1 A-8.1 A�83 a 12 1 12 88-1 A-82 1� -- ----- 60, ■=_-_m� Ill ■ Emom __I I = �■E Ill�lll EN-11ES:01110111C I I II a �j Ej BUD 000 ME a 4 R 3 a a / a1 a O I IO 13 L IGIHTWELL, T-1'P OUT IN 01= 1=I ST / 14 13 � � L. E R 1 3 4 A-8.1 A-8.1 A-8.1 -yP A-82 1=LOOR BELOW GRADE A. A-8.1 TMP A-s.l -r-,-P IWNEST ELEVA710N W 0 SCALE: 3/1(oII _ 1'_/TII 440.2' 435.2' TOP PLATE 431.4' _ LEVEL 3 c 423'— LEvEL 2 --4-1-4-1 — �AVCs GRADE 41(d.2' LEVEL 1 — —405 SOUTH ELEVATION I-1 5 R a In MAX. ALLOWED BLDG HEIGHT WITH 5FT ALLOWANCE* 25'+ 5' = 30' PER ECDC 16.30.030 SITE DEVELOPMENT STANDARDS FOOTNOTE #1 RM-2.4 MAX HEIGHT 25FT WITH EXCEPTION BELOW ROOF MAY EXTEND FIVE FEET ABOVE THE STATED HEIGHT LIMIT IF ALL PORT IONS OF THE ROOF ABOVE THE STATED HEIGHT LIMIT HAVE A SLOPE OF 4 INCHES IN 12 INCHES OR GREATER. EXTERIOR MATERIAL SCHEDULE SYMBOL MATERIAL COLOR REMARKS OI CONC. STEM WALL NATURAL SAND FINISH CD HARD I -PANEL SIDING SANTE FE POTTERY (BM CLASSIC 1281) O VINYL WINDOW WHITE CK) GUTTER, DOWNSPOUTS, COOL DARK BRONZE METAL COPING (AEP-SPAN ) CE)ALUMINUM RAILING ANODIZED O WOOD CANOPY NATURAL CEDAR CDHORIZONTAL CEDAR SIDING NATURAL CEDAR CD HARDI-LAf=SIDING, -illTO COCOA BUTTER WEATHER (5M CLASSIC 128-1) O ASPHALT SHINGLE ROOFING CHARCOAL ARCHITECTURAL GREY GRADE 10 HORIZONTAL TRIM 2x8 SMOKY ASH (BM CLASSIC 986) CEDAR II 5/4"x3" TRIM AROUND VENT SMOKY ASH CEDAR (BM CLASSIC 986) 12 VERTICAL TRIM 2x2 SMOKY ASH (5M CLASSIC 986) CEDAR 13 BASE TRIM 2x8 SMOKY ASH CEDAR (BM CLASSIC 986) FG)EXTERIOR WALL SCONCE TEXTURED BLACK SEE RCP'S FOR MORE INFO N O N W~ 0:�o =Z N U U N �o N J � � a Q z 0 w Q wo �o Q 0 DRAWN: m GHEGK: OFF JOB NO: 2003 ILD LLI O z O LL1 W C1 v > LL f p w Lu LE I PIRSCHER ARCHITECTS GDA + Pirscher Architects 23114 100 AVE W EDMOND5, AA5HINGTON, g8O2O (206)368-g668 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: IA� BLD2021-0020 1� >Q �z Lu 1:X XLU I Lu 440.2' I � I 435.2' TOP PLATE 431.4' LEVEL 3 —LEVEL LEVEL 2 — —4141 — AVG GRADE 410.2' 6� LEVEL 1 F GA METAL .ASHING W/ ACK DAMS AT ;)P "x3" TRIM II OUND VENT EFABRICATED ;)DIZED SELF ZHING ALUMINUM /ERED VENT LY SCREENED ATTIC WALL VENT COVER 1/2 -1 -0 24 GA HEAD FLASHING WEND DAMS EXTEND I" PAST TRIM 5/4"x4" HEAD TRIM CEDAR OR APPROVED 5/4"x4" JAMB TRIM 5/4"x4" SILL TRIM r TYPICAL WINNOW TRIM PATTERN 1/2 -1 0 EAST ELEVATION SCALE: 3//16"=1'_m" 1C-2 19 52 BUILDING ADDRESS TO BE PLACED IN SUCH A POSITION AS TO BE CLEARLY VISIBLE E LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL BE A MINIMUM 12" TALL, 1' STROKE t CONTRAST WITH THEIR BACKGROUND. COORDINATE FINAL LOCATION W/ FIRE MARSHAL'$ OFFICE. III I ,I 435.2' — — 70F' PLATE� 431.4' Ar (�V 1 5 LEVEL 3 OIL---- 423' 8 -- 3 00, im LEVEL 2 a \ ` 1 4 41 0' Jet V R14 D E• d 410.2' aZ3 dLa�� � I // 1 LEVEL 1 OUTLINE OF FI ST 405 R FLOOR BELOW GRADE NORTH ELEVATION SCALE: 3//1(J II = 1' -01I I- }Q 01 : z V I_ W(j) 2X X 1.0 I ly_ 1 W MAX. ALLOWED BLDG HEIGHT WITH 5FT ALLOWANCE* 25'+ 5' = 30' PER ECDC 16.30.030 51TE DEVELOPMENT 5TANDARDS FOOTNOTE #1 RM-2.4 MAX HEIGHT 25FT WITH EXCEPTION BELOW ROOF MAY EXTEND FIVE FEET ABOVE THE STATED HEIGHT LIMIT IF ALL PORT ION5 OF THE ROOF ABOVE THE 5TATED HEIGHT LIMIT HAVE A 5LOPE OF 4 INCHES IN 12 INCHES OR GREATER. EXTERIOR MATERIAL SCHEDULE SYMBOL MATERIAL COLOR REMARKS OI CONC. STEM WALL NATURAL SAND FINISH CD HARD I -PANEL SIDING SANTE FE POTTERY (BM CLASSIC 1281) O VINYL WINDOW WHITE CK) GUTTER, DOWNSPOUTS, COOL DARK BRONZE METAL COPING (AEP-SPAN ) CE)ALUMINUM RAILING ANODIZED O WOOD CANOPY NATURAL CEDAR CDINGHORIZONTAL CEDAR SID NATURAL CEDAR CD HARC)I-LAf=SIDING, —illTO COCOA BUTTER ER (5M CLASSIC 128-1) O ASPHALT SHINGLE ROOFING CHARCOAL ARCHITECTURAL GREY GRADE 10 HORIZONTAL TRIM 2x8 SMOKY ASH (BM CLASSIC S66) CEDAR II 5/4"x3" TRIM AROUND VENT SMOKY ASH CEDAR (BM CLASSIC 986) 12 VERTICAL TRIM 2x2 SMOKY ASH (BM CLASSIC S66) CEDAR 13 BASE TRIM 2x8 SMOKY ASH CEDAR (BM CLASSIC S86) 14 EXTERIOR WALL SCONCE TEXTURED B SEE RCP'S FORLACK MORE INFO N O N w 0:� o w CD = O N U z � N � O N J Of ¢ d z 0 1L W 1) WO �O Q O DRAWN: m GHEGK: OFF JOB NO: 2003 LL1 0 z O z LLJ > w LL 1— 1— w Lu 1L I w P I R S C H E R 7rAr ARCHITECTS DDA + Pirschchitects 23114 100 AVE W EDMONDS, YVASHINGTON, g8020 (206)368-g668 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0020 }Q Z w� 1:X XW w 1 W N 5T Lu NQ N 1 cA Q N Lu O OL O OL I M 435.21 TOP PLATE 431.4' — — LEVEL 3 423--- -LEVEL 2 414' — AYG GRADE 410.21 1 LEVEL 1 4051 1� >Q ai v q0 = Z V � w� 1:X XW W N L-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- %' OUTLINE OF FIRST / FLOOR BELOW GRADE WEST ELEVATION SCALE: 3/1&"=1'_0" ----- 440.2' L 435.21 TOP PLATE ——431.4' — — LEVEL 3 — —423'— LEvEL 2 — —4141 — AVCs GRADE 410.2' LEVEL 1 — —405 P�Y* A'4NB A-6.1 FLOOR BELOW GRADE SOUTH ELEVATION EXTERIOR MATERIAL SCHEDULE SYMBOL MATERIAL COLOR REMARKS OI CONC. STEM WALL NATURAL SAND FINISH CD HARDI-PANEL SIDING SANTE FE POTTERY (BM CLASSIC 1281) O VINYL WINDOW WHITE CK) GUTTER, DOWNSPOUTS, COOL DARK BRONZE METAL COPING (AEP-SPAN ) CE) ALUMINUM RAILING ANODIZED O WOOD CANOPY NATURAL CEDAR CDHORIZONTAL CEDAR SIDING NATURAL CEDAR CD HARDI-LAPSIDING, -i11 TO COCOA BUTTER ER (5M CLASSIC 128-1) O ASPHALT SHINGLE ROOFING CHARCOAL ARCHITECTURAL GREY GRADE 10 HORIZONTAL TRIM 2x8 SMOKY ASH (BM CLASSIC 986) CEDAR II 5/411x311 TRIM AROUND VENT SMOKY ASH CEDAR (BM CLASSIC 986) CD VERTICAL TRIM 2x2 SMOKY ASH (BM CLASSIC S66) CEDAR 13 BASE TRIM 2x8 SMOKY ASH CEDAR (BM CLASSIC 986) 14 EXTERIOR WALL SCONCE TEXTURED BLACK SEE RCP'S FORMORE INFO N O N w 0:� o w CD = z U O N � N w o N J � ¢ z 0 1L 0~ w Q Wci �O Q O DRAWN: m GHEGK: OFF JOB NO: 2003 0 z w w z w ILD LL1 Q O Q � U z O � w > w x ~� Q Q f Qw Lu LE I PIRSCHER ARCHITECTS CPA + Pirscher Architects 23114 100 AVE W EDMOND5, AA5HINGTON, g8O2O (206)368-g668 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: 0 BLD2021-0020 440.2' ' 430.4' ------435.2' TOP PLATE Ll 431.4' ca O w � ^I(V q0 = 0 � Z N 121 W N LEVEL 3 3: X CN LU X� O O m N LEVEL 2 — 414' — 410.2' LEVEL 1 — —4(d5 I& EAST ELEVATION SCALE: 3//1(o"=11-011 B rAk**thh, A 440.2' 438.4' 2 I 4 435.2' ------ CD LCE) O TOP PLATE � 431.4' 11�j F7 Na 5 _ L_EV_EL 3 N � 423 — CN � Q 6 O 8 _O O nn H -1 - z/ � !J— LEVEL 2 OIL *1 414' — zi � ° a 410' AV_G GRADE 410.2 4 4 Q I \X --------------------- �-------� LEVEL 1— OUTLINE 1= f ST 405' L E OF R 1=LOOR 5ELOW GRADE NORTH ELEVATION SCALE: 3//1�0"=1'_m" LUn coff �0 3:z ua � 3:X l.0 I LU Lu EXTERIOR MATERIAL SCHEDULE SYMBOL MATERIAL COLOR REMARKS OI CONC. STEM WALL NATURAL SAND FINISH CD HARDI-PANEL SIDING I I SANTE FE POERY 1281) O VINYL WINDOW WHITE CK) GUTTER, DOWNSPOUTS, COOL DARK BRONZE METAL COPING (AEP-SPAN ) CE) ALUMINUM RAILING ANODIZED O WOOD CANOPY NATURAL CEDAR CDHORIZONTAL CEDAR SIDING NATURAL CEDAR CD HARDI-LAPSIDING, -illTO COCOA BUTTER ER (5M CLASSIC 128-1) O ASPHALT SHINGLE ROOFING CHARCOAL ARCHITECTURAL GREY GRADE 10 HORIZONTAL TRIM 2x8 SMOKY ASH (BM CLASSIC 986) CEDAR II 5/4"x3" TRIM AROUND VENT SMOKY ASH CEDAR (BM CLASSIC 986) CD VERTICAL TRIM 2x2 SMOKY ASH (BM CLASSIC S66) CEDAR 13 BASE TRIM 2x8 SMOKY ASH CEDAR (BM CLASSIC 986) 14 EXTERIOR WALL SCONCE TEXTURED B SEE RCP'S FORLACK MORE INFO N O N w 0:� o w CD = z U O N � N O N Of ¢ d z 0 W a wo �o Q 0 DRAWN: m GHEGK: OFF JOB NO: 2003 0 z w w z w ILD LL1 Q O Q � U z O � K w ~ � Q 1— t- w P I R S C H E R ARCHITECTS CPA + Pirscher Architects 23114 100 AVE W EDMOND5, AA5HINGTON, g8O2O (206)368-g668 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: � 5, BLD2021-0020 -it TOF FLAT[ 431.4 cs� LEVEL 3 - - 423 LEVEL 2 -41-4' AVG GF..,ADE m 4Og.5' LEVEL 1 405 CONTINUOUS FERIMETI FOOTING DRAIN, T) CONNECT TO SITE STOF DRAINAGE SYSTEM. 5U I LD I N& SEGT I ON SCALE: 1/4" =1' -O" FOOTING DRAIN, TYF. CONNECT TO SITE STORM DRAINAGE SYSTEM. N O N w � �o v z N — N O_ a of � o J H Of Q Q z W Q (L a d nr ,4WN: M CHEC'<: OFF JOB NO: 2003 VI '' '' II Lu O T- 7 O w Lu lli <> v J K T— - 0 LLI Q Q Z qO � °Q W tu IL P I R S C H E R ARCHITECTS ODA + Firscher Architects 23114 100 AVE W EDMONDS, kliA5HIN6TON, g8O2O (20(2)368-gbb8 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEF-T: v BLD2O21-0020 Lu O Lu LULu a XLu L N I IN roP PLATE LEVEL 3 — — 423' LEVEL 2 414' AVCs CsRADE 409.5' LEVEL I 405 FOOTING, SEES STRUCTURAL, TYP. 5) A 30 YR ARCHITECURAL ROOFING: O/ PLWD SHEATHING O/ WOOD TRUSSES PER STRUCT., TYP. X� n. 0 5 E D R 2 2 TYF. WALL SY6TEM -RAIN SCREEN EXT. ARCH. FINISH -SEE ELEVATIONS Hi 1X2 TREATED STRIPPING CONT. AIR/WATER MEM5R4NE PLYWOOD PER STRUCTURAL 2X6 STUDS PER STRUCTURAL NEW FLOOR SYSTEM: < I T C �4 I � 5/8" 5 INSULATION � f N f N 3/411 COX TAG PLYWOOD TJI FLOOR TRUSSES 6 PER STRUCTURAL R-38 BATT INSULATION 5/811 GWB TYPE X AT GARAGE CE IL ING TYP 1 2 O III 1IL ROCKERY SEE CIVIL FOR E D111IFr-1 ' III 1T TYf=.INSTALLATION. i0rP-n" iiiiiiiiiiii 4" CONCRETE SLAB ON GRADE O/ VAPOR BARRIER O/ (o" WASHED FREE -DRAINING GRAVEL, TYP. VERIFY WITH SOILS REPORT. BUILDING SECT 10N SCALE: 1/4" = V -011 SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB AT WARM SPACES ,IIII11-i, CONTINUOUS PERIMETER FOOTING DRAIN, TYP. CONNECT TO SITE STORM DRAINAGE SYSTEM. N O N w � �o v z N — N N � Q LL o N _w Of Q Q _ Z 0 Q-. w Q0- W I- Q DR?.WN: M C.HEGK: GFP JOB NO: 2003 0) Lu O 7— O K Lu oz O O IL I- t- 1L1 PIRSCHER ARCHITECTS 0DA + Pirscher Architects 25114 100 AVE W EDMONDS, kNASHINGTON, c18020 (20(0)368-9668 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: BLD2O21-0020 IX8 MDF TOP RAIL, PRE -PRIMED AND PAINTED 2X4 FRAMING ---i IX3 MDF TRIM, — PRE -PRIMED AND PAINTED 5/8" TypE llxll G.W.B., BOTH SIDES STA I P TOFFZA I L (O" =1'-0" MDF TOPRAI 1/2" MAX. — RADIUS 3/4" PLY. - OR EQUIV. 11" NOSE TO NOSE , r I" CARPET, TYP. STRINGER PER STRUCTURAL (1) LAYER 5/8" TYPE "X" G.W B. NOTE: STAIR NOSINGS SHALL BE FLUSH, SLIP RESISTANT. TYPICAL TREAC) AND RISER 1 1 /2 " =1' - 0" TYPICAL TREAD RISER x OAK SKIRT- FIN. PER SCHED. I/s" PLYWD. TREAD 2x12 STRINGERS AT EA. END E ONE a 16" O/C MAX. PLYWD. BLOCKING (1) LAYER 5/S" G.W.B. STAIR 6 WALL CONN_ 1 1/211=1' -011 (o.200.032 .100E 3/4" GYPCRETE O/ PLYWD. SHTG. WOOD BLOCKING RIPPED TO SHAPE 2-2x12 HEADER D ULUM ALL I K= LDO AND RISERS .. ..11 Pill ...... 4" DIA. CIRCULAR GALV. STL. PLATE W/ 3-3/8" + LAG OR EXP. BOLTS + 1 Iiz " 0 GAL V. 1/2" v 7 STL. PIPE y SHOP DRILLED AND PA INT PROVIDE Q INTERMEDIATE �r BRACING O.C. SECTION 3 PIPE HANID IRA I L 3" = 1'-0" 5.500.205A 70P PLATE _ 431.4' LEVEL 3 4231 LEVEL 2 LEVEL 1 4051 O N 0 wLu z wo = z c� N — Co of a o N J W o- U Cnn z 0 W Q (L w � e e Q � 0 d nRAAN: M GHEGK: OFF -J013 NO: 2005LI q) Lu 0 T_ 7- 0 K LLI ~ its w K cn > T —Qrfv , Lu r lu ,L P I R S C H E R ARCHITECTS ODA + Firer -her Architects 23114 100 AVE A EDMONDS, NASHINGTON, 9802O (206)3b8-96b8 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: I � ro '.' =03 STAIR SF_GTION SCALE: 3/6" =1' -,a" BLD2O21-0020 � < DOOR NUMBER D O O fR 5G�-4EDULE 488RE V I AT f ONS � � T � v SCALE: 1/4" 1'-0" w = w DOOR o FRAME o DETAILS HIMUM -HOLLOW METAL CD -*ALL DOORS ARE n, z SC CORE -1 zNOTED 1 3i4" THICK UNLESS OTHERUJISE U- i-- JJ� WD -WOOD PNT -PAINTED FINISH TEMP -TEMPERED NQ I<Y FLU �w �Z �L1�w �cZ Q fQ '3 OPEN ING SIZE O� O� O_ .4� PER PER O WIDTHXNCxT O O O z -1� O p -q z Q w SCHED. SCHED. Q Q 1 Q Q a OIL 03: U_ T_ U- U- = z -, N REMARKS % Lu / w - lQ 1Q / 0 ' U U TEMP 1 al_0nx 1I_011 A WD,SC PNT PNT 3-1,42 2 31_ollx 6'-811 1L/ B woAc s4V 1 HR 94v (0,8,10,13,21,2�,38 3 2'-81ix (01-811 e WDsc 64V 94V ro,S,21,24 4 61-011X (01-811 C WD,Sc 64V 94V 23 W05 3 - 011 x (01- 811 D WD,SC PNT TEMP PNT T0,10,21,2 ro 6 3'-011X 6'-811 F wDsc 64V TEMP 94V T0,10,21,28,40 FINISH w _ w , !Z I 41-(o11X (01-811 c wosc 64V 94V 23 8 2'-a1ix (01-611 B WD,BC 64V 64V (o,21,24,15 FLOOR A g C D F GARAGE DOOR FLUSH WOOD 51-FOLD STORE DOOR CUSTOM DOOR 9 31_(011x (01-811 15 UJOAC 64V 64V 20,15,(o 10 3' - 011 x (0' - $" 15 WD,SC PNT PNT ro ,21,2 5 NOTE: ALL DOORS TO 5E HANDICAP ACCESSIBLE. DOOR NCTE6 fR E 1**"l, A F� 5 1. NOT USED I. PROVIDE SIGNAGE INDICATING ROOM USE. 23. DUMMY LEVER FIXED. 2. DOOR SURFACE WITHIN 10 INCHES OF THE FLOOR, MEASURED VERTICALLY SHALL 5E A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE 2. VERTICAL FENESTRATION FOR ENTRANCE DOORS U 24. PRIVACY LATCH. FULL WIDTH OF THE DOOR PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16" OF THE SAME PLANE VALUE MAX. = 0.60 FOR SYSTEM TESTED AS UNIT AS THE OTHER ASSEMBLY. 25. PASSAGE SET. 3. PAIR -OF -DOORS HARDWARE: MANUAL OPERATED FLUSH BOLTS NOT PERMITTED. APROVED AUTOMATIC FLUSH BOLTS TO BE USED AND 3. MAX TRANSMITTED TEMPERATURE OF 450°. 26. LOCK FUNCTION. NO DOORKNOB OR SURFACE -MOUNTED HARDWARE FOR THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS. 4. THRESHOLDS AT DOORWAYS: IF PROVIDED THRESHOLDS AT DOORWAYS SHALL 5E J" INCH MAXIMUM IN HEIGHT. RAISED 4. DOOR ASSEMBLY INCLUDING GLAZING SHALL BE 2�. DEAD BOLT. THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. LABELED FOR THE REQUIRED FIRE PROTECTION RATING AND INSTALLED IN ACCORDANCE WITH THEIR 28. DEAD BOLT WITH THUMB TURN. 5. HARDWARE HEIGHT: HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATION DEVICES SHALL BE INSTALLED 34 INCHES MIN. AND LISTING. GLAZING FACTORY INSTALLED. 48 INCHES MAX. A50VE THE FLOOR 29. DEAD50LT MOUNTED NO HIGHER THAN 48" ABOVE THE 5. OFFSET DOORS AND GLASS. FLOOR 6. DOOR HARDWARE CONFIGURATION: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING 6. SOLID CORE. 30. PROVIDE "KNOX" 50X. OF THE WRIST TO OPERATE. -1. DOOR OPENING / CLOSING FORCE: THE OPENING FORCE FOR INTERIOR SIDE -SWINGING DOORS, WITHOUT CLOSETS SHALL NOT EXCEED A 5-POUND I. DRIP CAP. 31. THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS FORCE. FOR OTHER SIDE -SWINGING, SLIDING, AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15-POUND FORCE. THE LOCKED. DOOR SHALL 5E SET IN MOTION WHEN SUBJECTED TO A 30-POUND FORCE. THE DOOR SHALL SWING TO A FULL -OPEN POSITION WHEN SUBJECTED TO A 6. WEATHER STRIPPING. 15-POUND FORCE. FORCES SHALL 5E APPLIED TO THE LATCH SIDE. WITHIN AN ACCESSIBLE ROUTE, AT EXTERIOR DOORS WHERE ENVIRONMENTAL 32. CANE BOLTS. CONDITIONS REQUIRE A CLOSING PRESSURE GRATER THAN 8B POUNDS, POWER OPERATED DOORS SHALL 5E USED WITHIN THE ACCESSIBLE ROUTE OF 9. GASKETING. TRAVEL. 33. SUPPLY VON DUPRIN PANIC EXITING DEVICES ON 10, THRESHOLD. INTERIOR SIDE OF LOCKSET OR EQUAL. 8. SPEED OF DOOR WITH CLOSER: DOOR CLOSURES SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM. 11. SELF CLOSING. 34. NO LOCKING FUNCTION FROM INTERIOR, ALWAYS UNLOCKED IN DIRECTION OF EGRESS. NO OUTSIDE 9, SPEED OF DOOR WITH SPRING HINGES: DOOR SPRING HINGES SHALL 5E ADJUSTED 80 THAT FROM THE OPEN POSITION OF -10 DEGREES, THE DOOR 12. SELF CLOSING WITH CONCEALED CLOSURE. ACCESS. SHALL MOVE TO THE CLOSED POSITION IN IB SECONDS MINIMUM. 13. SELF CLOSING WITH CLOSER 35. LOCKING LEVER HANDLE AT EXTERIOR WITH "KNOX" BOX. 10. A TACTILE SIGN STATING EXIT AND COMPLYING WITH ICC All-1.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN EGRESS STAIRWAY, AND EXIT 14. HOLD OPEN. PASSAGEWAY AND THE EXIT DISCHARGE. 15. DOOR STOP. 36. NO LOCKING FUNCTION FROM INTERIOR, ALWAYS UNLOCKED. 11. WHERE SLIDING DOORS ARE IN FULLY OPEN POSITION, OPERATING HARDWARE SHALL 5E EXPOSED AND USABLE FROM BOTH SIDES ICC A117.1-2009 SECTION 404.210 16. PUSH PULLS. 3-1. MANUFACTURE'S HARDWARE. 11. PUSH PLATE. 38. 50MMER HINGES. 18. PUSH PLATE, PULL BAR 39. SILENCER IS. LATCH GUARD. 40. 1-1/2 PAIR 180° EXTERIOR BUTTS W/ NON -REMOVABLE PINS. 20. PASSAGE LATCH. 41. DOOR SWEEP. 21. ALL DOOR HARDWARE TO BE SINGLE ACTION LEVER ADA j TURN HARDWARE AT A MINIMUM. 42. DOOR ASSEMBLY INCLUDING GLAZING SHALL BE NWC U-035 FOR OVER 50% GLAZED DOOR AND INSTALLED 22. LEVER HANDLES, BOTH SIDES. IN ACCORDANCE WITH THEIR LISTING. GLAZING FACTORY INSTALLED. 43. ELECTRIC GARAGE DOOR OPENER N O N p W � z Of� U z O N _ J H D_ Q Q U v~i qt Z lU jj Q IL W 0 N Q � 0 nR�wN: M GHEGiG: OFF SOB NO: 2005al VI Lu O w O � w ua n U ~ � Q `l o ° o �- 2 p 1- uq r Q pw lu L PIRSCHER ARCHITECTS DDA + FIrscher Architects 25114 100 AVE A EDMONDS, AASHINGTON, 118020 (20(b)368-96bb RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: 0 BLD2021-0020 WAX DETAIL OPENING SIZE � q L — tu WIDTH — TH X HEIGHT � � � � � � - z —1 a � cn � D E UJ01 NOT USED W02 3'-01 W x (0'-011H B FF INS --- VYL W03 2' _ (o111 1 1 x 4' -(o "H C FF INS - - - VYL W04 2' _ (o111 1 1 x 1' —(o "H D FF INS/TP - - - VYL W05 3'-o"W x (o'-811H E FF INS/TP --- AZ wo(o 5'_o"W x 3'-0'IH F FF INS --- VYL woo 2' _ (o111 1 1 x 2' - (0111-I G FF INS - - - VYL ALUM -ALUMINUM INS -INSULATED SAFETY GLASS WD -WOOD FF -FACTORY FINISH PNT -PAINTED FINISH AZ -ANODIZED VYL -VINYL PC -POLYCARBONATE CLR -CLEAR TP -TEMPERED GLASS WHERE NEEDED NOTE: I. ALL WINDOWS MUST HAVE U-VALUE OF 0.28 AND SHGC-VALUE OF 0.35 OR LESS 2. ALL WINDOWS MUST BE LABELED W1 RATED U FACTOR, 5HGC, VT 4 LEAKAGE RATING 3. AIR LEAKAGE OF WINDOW ASSEMBLIES SHALL MEET THE PROVISIONS OF W6EC-RE5IDENTIAL PROVISION TABLE 40ro.2 2a IN COMPLIANCE R402.4.1.2 4. SAFETY GLAZING PER IRC 2015 R308.4 REQUIRED, PROVIDE IDENTIFICATION PER IRC 2015 R308.1 GLAZING CALCULATIONS WIDTH X HEIGHT QUAN I TY UNIT 1 UNIT 2 UN I T 3 UNIT 4 UJ01 NOT USED W02 3'- O" W x (o'-011H B 1 1 1 1 W03 2'-(o1W x 4'-(o11H C 21 13 13 21 W04 2'-(o"W x 1'-(o11H D 3 3 3 3 W05 3'-O"W x (o'-811H E 2 2 2 2 wo(o 5' - o "W x 3' - 011 H F 1 1 1 1 Woo 2'-(o"W x 2'-(o11H G 1 1 1 1 1 '-oil All 21-611 EE ELEVATION FOR 2'_`�tt DIRECTION OF REMAIR<S OPENING _ SEE A-8.4 FOR INSTALLATION _ �\ 2'_611Lol P cA SEE A-6.4 FOR ' INSTALLATION - - SEE A-8.4 FOR FINISH LANDING INSTALLATION FLOOR A B C D E F SEE A-6.4 FOR EXTERIOR STORE DOOR INSTALLATION SEE A-8.4 FOR INSTALLATION SEE A-8.4 FOR INSTALLATION N \� N FINISH FLOOR H NOTE: SEE THE DOOR SCHEDULE FOR HARDWARE REMARKS: 1, SEE A-8.3 FOR INSTALLATION SEQUENCE 2. LOCK FUNCTION TO BE PROVIDED TO ALL OPERABLE WINDOW AND SLIDER DECKS 3. WEATHER STRIPPING 4. FACTORY HARDWARE TO BE PROVIDED AT ALL WINDOWS 5. PROVIDE INSECT SCREENS FOR ALL OPERABLE WINDOW AND SLIDING DOORS ro. PROVIDE SAFETY GLAZING WHERE NEEDED N O N 0 o� z uj uz [n N N Ckf Q O N _ J Lu Of Q Q U c~n z 0 w Q� W 0 0 Q� 0 d DR?.WN: M �HEc OFF Joe No: 2005 XX Lu w O � T_ i_3 O w � IS) U Lu < L w� oO Q L � Tz l.n C O w D 1— r Lu � v PIRSCHER ARCHITECTS GDA + Firscher Architects 25114 100 AVE W EDMONDS, WASHINSTON, 98020 (206)368-9668 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: 1,2 BLD2O21-0020 PLYWD SHEATHING VINYL WINDOW FIBER CEMENT SILL PAN W/ BACK DAM PANEL PER STRUCT INSECT SCREEN SELF-ADHESIVE WATER 2x6 WALL AROUND BASE E BARRIER MEMBRANE G STUDS TOP OF FURRING SILL. LAP o/ (1) LAYER FIBER CEMENT CONT. AIR/ WRAPSHIELD WRB PLANK OR WATER 5�s" TYPE "X" CAULKING BARRIER GYP BOARD W/ WEEPS CEDAR SIDING — — o/ lx3 Ix3 CONTIN. I HEADER 16 O.G. II C NIPPT.AINGo_/ STRIPPING PER STRUCT. 1i WATER 24 GA CONT.SELF ADHESIVE METAL 11 BARRIER SEALANT WATER BARRIER CAP III I MEMBRANE, LAP OVER AIR/ Ix CEDAR 2"x6" WOOD STUDS 5/4 CEDAR WATER BARRIER TRIM W/ I 5/4 x 4 TRIM W/� _ AND DOWN BEVELED I 5/8" TYlirPE "X" CEDAR CANTED _ I� METAL FLASHING TOP I GWB,WALL TRIM W/ TOP AND "11a0 FIBER CEMENT I AND WINDOW DRIP DRIP PANEL O/ I LINER 24 GA. HEAD CONTIN. Ix3 I 24 GA. HEAD FLASHING W/ DRIP STRIPPING I FLASHING W/ (DELETE A7 JAMB DRIP CONDITION) W/ 4" SEALANT I W/HEMMED VERT. LEG. CONT. AIR/ EDGE AND END HEMMED DRIP VINYL WINDOW WATER I DAMS (DELETE INSECT SCREEN BARRIERLL�__ — A7 SIM. CONDITION) WINDOW HEAD CEMENT 5D JAMB SIM. �O CORRIDOR I I UNIT EXT. ARCH. FINISH PER WALL SCHEDULE ON CON. AIR/WATER BARRIER 22 GA METAL FLASHING VERT. LEG RUN UP WALL 4" SEAL TO CONC. SLAB �u SEALANT 7YP. CONT SILL FOAM DOWEL SIDEWALK IINTO FOUNDATION PER STRUCTURAL INDOW SILL_ WCErIE 1T 5 PLYWD SHEATHING PER STRUCT 2x6 WALL STUDS %11 TYPE "X" GYP BOARD % X 4 HEADER CEDAR PER STRUCT. TRIM W/ BEVELE° TOP SELF ADHESIVE WATER BARRIER R'a'BBIT MEMBRANE, LAP B0Trot, O/ NAIL FLANGE AND HEAD FIBER FLASHING CEMENT PLANK CEDAR NSECT SIDING SCREEN STRIPPI DELETE a SIM SEALANT CONDITION VINYL WINDOW CONT. A WATER BARRIE INDOW N W/ BACK DAM �HESIVE WATER R MEMBRANE g 4P o/ CONT. TER BARRIER 2"x6" WOOD STUDS 5/8" TYPE "X" GWB WIN_ wr=ADs FI5ER CEMENT PLANK OR CEDAR SIDING rd4 FLANK CEDAR SIDING TOR 311=1 IOil JAMB SIM. 5/8" TYPE GWB BAT7 INSU! 4SHING 6" UP J.M. =R CEMENT PLANKS CEDAR SIDING O/ Ix3 5/g TIPPING. SEES ELEV TYPE ECT SCREEN GWB rW0 SHEATHING PER 2UC7. 24 GA FRY REGLE7 BAT1 INSU1 FCP-Z FLASHING W/ HEMMED DRIP 2x10 CEDAR 1 3 XI TREATED STRIPPING. ::ON7. AIR/ WATER 5ARRIER SEALANT W/BACKUP :IBER CEMENT PLANKS ;)R CEDAR SISING O/ Ix3 57RIPPING. SEEE ELEV BELLY BANoo FIBER rEi" LENT PLANKS OR CEDAR SIDINCs SOLID WOOD DOOR ARCH GRADE- 11TH WEATHER COMPOSITION P -/TRIPPING ON WATERPROC MEMBRANE 24 GAUGE GALL SLUM. THRESHOLD MTL DRIP EDGE PET IN SEALANT J/ SCREW !XPANSION BOLT 6" MTL GUTTER >OWEL SIDEWALK 470 FOUNDATION PER STRUCTURAL "OS171VE DRAINAGE 3" DOWNSPOUT ROM BLDG (MAX PLOPE 1:50) 1 EXTERIOR YVALL TO CONCRETE DETAIL 1-4 WOOD DOOR THRESHOLD ON I5T FLOOR 311=11-011 0.110,032 311=,'-011 G UCT AR CUTTER 1 1 1/211=1'-O" 6016-220P0 1ENT BOARD ING O/ Ix3 STRIPPING rWD SHEATHING PER :UCT. FRY REGLET FCP-Z FLASHING 2x10 CEDAR TRIM 1) LAYER JRAPSHIELD WRB :IBER CEMENT )R CEMENT 'LANK OR :EDAR SIDING O/ c3 STRIPPING SEALANT, EA SIDE VINYL-/ WINDOW WINDOW J.AM5_ PLYWOOD SHEATHING, PER STRUCT WRAP SELF ADHESIVE MEMBRANE 8" AROUND ALL CORNER CONT. AIR/ WATER BARRIER FROM 5/4 WOOD TRIM ON 1X3 STRIPPING ADHESIVE WATER BARRIER MEMBRANE RUN OVER WINDOW FLANGES ADHESIVE MEMBRANE WINDOW WRAP RUN BEHIND WINDOW 8 ON TO JAMB MATERI CAL 5/8" TYPE 'X' GWB (5) 2x6 STUDS SIDING I� Ix3 TREATED STRIPPING TNT. EXT, R-21 BATT INSULATION FIBER CEMENT PANEL o/ Ix5 CONT. STRIPPING o/ CONT. AIR/ WATER BARRIER. LAP AIR/ WATER BARRIER o/ METAL FLASHING �I 24 GA. METAL TRIM II FLASHING (PAINT) II W/HEMMED EDGE I� ADHESIVE WATER �I BARRIER MEMBRANE 2x4 WOOD TRIM 24 6A HEAD FLASHING FULL WEATHER STRIPPING PER INSULATED AND TEMPERED GLASS DOOR JAM E3 S"M° 3 11 = j' - 0 11 MTLDOORJAMB II CAULK SIDING CONT. AIR/ WATER BARRIER WRAP SELF ADHESIVE MEMBRANE 6" ll W AROUND ALL CORNER 977 2x2 CEDAR TRIM EQ 5/4 x 4 11 CORNER BOARD — CAULK BELLY BANDoCEI" LENT E30,AR0 ,AND CORNIER 150 ARD SIDING SELL D ENGROSSED HO 15E BILL 1848 : CAULK PLYWOOD SHEATHING J PER STRUCT INSIDE CORNER SIDING 1 1 1/211= —011 APPLICATION. (1)(A) RCW 64.55.010 THROUGH 64.55ZC30 APPLY 70 ANY MULTIUNIT RESIDENTIAL BUILDING FOR WHICH THE PERMIT FOR CONSTRUCTION OR REHABILITATIVE CONSTRUCTION OF SUCH BUILDING WAS ISSUED ON OR AFTER AUGUST 1, 2005 BUILDING PERMIT APPLICATION --SUBMISSION OF DESIGN DOCUMENTS. (1) ANY PERSON APPLYING FOR A BUILDING PERMIT FOR CONSTRUCTION OF A MULTIUNIT RESIDENTIAL BUILDING SHALL SUBMIT BUILDING ENCLOSURE DESIGN DOCUMENTS TO THE APPROPRIATE BUILDING DEPARTMENT PRIOR TO THE START OF CONSTRUCTION OR REHABILITATIVE CONSTRUCTION OF THE BUILDING ENCLOSURE. (2) THE UNDERSIGNED HAS PROVIDED BUILDING: ENCLOSURE DOCUMENTS THAT IN MY PROFESSIONAL JUDGMENT ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 6455.005 THROUGH 6455.0W. INSPECTION REQUIRED. ALL MULTIUNIT RESIDENTIAL BUILDINGS SHALL HAVE THE BUILDING ENCLOSURE INSPECTED BY A QUALIFIED INSPECTOR DURING THE COURSE OF INITIAL CONSTRUCTION AND DURING FEHABILITATIYE CONSTRUCTION. N O N w �- D_ 0 w- =Z 0 N U U) (�!7 _Q � � o N � J � <¢ Q U c~'; Z 0 W Q W O �O Q O d DRAWN: m C:HEGiG: OFF JOB NO: 2003 Lu O z ' O Lu K W O LL T ��/ O Q F Lu Ld IL I PIRSCHER ARCHITECTS CPA + Pirscher Architects 25114 100 AVE N! EDMONDS, NASHINGTON, g8O20 (206)368-9668 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: CARS FJ PIRSCHER, AIA, LEER AP REC7I RED ARCHITECT BLD2021-0020 NOTES: 1. MATERIAL TO BE 24ga. OR HEAVIER GALVANIZED OR PREFINISHED STEEL. 2. ALL JOINTS AND CORNERS TO UTILIZE STANDING SEAMS. 3. CONTRACTOR TO PROVIDE SAMPLE FOR APPROVAL. 1 HEAD FL_ A6H ING 311=1'-0" 03-04-FLASH PROFILE-1 STEP 1 CONCRETE PAN DECK PEDESTRIAN ` DECK WATERPROOFING MEMBRANE 2-PIECE SADDLE FLASHING, APPLY SEALANT e BETWEEN 2-PIECE E OVERLAP. N REINFORCING FLASHING W/ FOLDED DIVERTER END DAMS CONTINUOUS BASE METAL FLASHING METAL FACING STEP 2 NOTES: 1. MATERIAL TO BE 24ga. GALVANIZED OR PRE FINISHED STEEL. 2. END DAMS TO BE BENT AND CRIMPED. 3. CONTRACTOR TO PROVIDE SAMPLE FOR APPROVAL. 4. HEAD FLASHING PROVIDES PESTRAINT OF WINDOW HEAD. ATTACH WITH PAN HEAD SCREWS g 8" ac. x LENGTH AS REQUIRED TO EMBED 1" INTO FRAMING. BEAD OF CAULK IN BACK CORNER OF END DAM �r 7-0 F/7' 0 =1<r --Kr Q) yfi>! THROUGH WALL FL_ A6H ING 311 1-011 03-04-FLASH PROFILE-2 PEDESTRIAN DECK WATERPROOFING MEMBRANE, CONTINUE UP AND OVER FLASHINGS STEP 3 THROUGH WALL FLASHING w/ END DAM WHERE OCCURS DRIP EDGE FLASHING (ALL AROUND DECK EDGE) SADDLE FLASHING �I < FASTEN THROUGH RETURN PLASTIC SHIMS, BUILT IN PAN BY MANUFACTURER - WINDOUJ NOTES: 1. MATERIAL TO BE PRE -FORMED PLASTIC. 2. CONTRACTOR TO PROVIDE SAMPLE FOR APPROVAL. FASTEN THROUGH RETURN 1/2" TIGHT HEM ON DOOR PAN UPST47 DOOR v OQ��� NOTES: I. MATERIAL TO BE 2roga. GALVANIZED STEEL 2. SEAMS TO BE SOLDERED 3. CONTRACTOR TO PROVIDE SAMPLE FOR APPROVAL. SILL_ FAN FL_A6HING6 1-1/2"=1'-011 05-Oro-SILL FAN WIN4D00R FLASHING DECK BUILDING NOTES: 1. ALL CONCEALED FLASHINGS TO BE MIN. 24ga. GALVANIZED SHEET METAL. ALL EXPOSED FLASHINGS TO BE 24ga. GALVANIZED SHEET METAL, PRE -FINISHED OR PAINTED. Y = 2. RECESS FRONT w w -1 P.T. FLASHING C1= INTO PLYWOOD 1/811 3. SLOPE DECK `r 1/411 PER LINIER FOOT 2-PIECE SADDLE FLASHING DECK CORNER r-LASHING � I"=I'-0" 19 DECK CORNER FLASHINGS F E E t'"ool E N T f= A N E L N T DOWNSPOUT CLAMP, BY SEE 8/A-8.2 249a. STEEL DOWNSPOUT, SEE ELEVATIONS FOR LOCATION WALL. BOOT HUB, TIGHTLINE TO STORM SYSTEM. TOP OF SLAB OR GRADE. DONNSPOUT EASE I 1-1/211= I'-011 15.460.051a APPLICATION. (IXA) RCW 64.55.010 THROUGH 6455.090 APPLY TO ANY MULTIUNIT RESIDENTIAL BUILDING FOR WHICH THE PERMIT FOR CONSTRUCTION OR REHABILITATIVE CONSTRUCTION OF SUCH BUILDING WAS ISSUED ON OR AFTER AUGUST 1, 2005 BUILDING PERMIT APPLICATION --SUBMISSION OF DESIGN DOCUMENTS. (1) ANY PERSON APPLYING FOR A BUILDING PERMIT FOR CONSTRUCTION OF A MULTIUNIT RESIDENTIAL BUILDING SHALL SUBMIT BUILDING ENCLOSURE DESIGN DOCUMENTS TO THE APPROPRIATE BUILDING DEPARTMENT PRIOR TO THE START OF CONSTRUCTION OR REHABILITATIVE CONSTRUCTION OF THE BUILDING ENCLOSURE. (2) THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT IN MY PROFESSIONAL JUDGMENT ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 6455DO5 THROUGH 6455DW. INSPECTION REQUIRED. ALL MULTIUNIT RESIDENTIAL BUILDINGS SHALL HAVE THE BUILDING ENCLOSURE INSPECTED BY A QUALIFIED INSPECTOR DURING THE COURSE OF INITIAL CONSTRUCTION AND DURING REHABILITATIVE CONSTRUCTION. a� PIRSCHER, AIA, LEED AP RED ARCHITECT GLASS 'CRATED ARCHITECTURAL GRADE COMPOSITION ROOFING OVER CONTINUOUS WATER BARRIER. PROVIDE FIRE -RETARDANT TREATED WOOD DECKING FOR A MINIMUM OF 4 FEET ON EACH 51 DE OF THE COMMON WALL. ONE LAYER OF 5/8" TYPE 'X' GYPSUM TO BE INSTALLED DIRECTLY BENEATH THE ROOF SHEATHING, SUPPORTED BY NOT LESS THAN 2 INCH NOMINAL LEDGERS ATTACHED TO THE SIDE OF THE ROOF FRAMING MEMBERS FOR NOT LESS THAN 4 FEET FROM THE COMMON WALLS. BOLTS TIDE 1 PLATE NOTE: MOUNT ® 2'-0" ABOVE GRADE ONLY AT EACH DOWNSPOUT. ROOF SHEATHING PER STRUGT BEYOND 4' FROM COMMON WALL 4 1- 011 MIN PENETRATIONS NOT ALLOWED WITHIN 4' OF COMMON WALL DONNSPOUT GUARD VERT I C,4L JOINT OUTS I DE GORNEF� I-FOiR I ZONT,4L"Z" I NS I DE CORNER "J" GI-E�NNEL FL,4SH I NCz FRY REGLET OR FRY REGLET OR APPROVED FRY REGLET OR FRY REGLET OR APPROVED APPROVED vv FRY REGLET OR APPROVED APPROVED PLYWOOD SMOOTH TEXTURED VT\ FIBER CEMENT PANEL CONT. AIR/WATER IX3 CONT. STRIPPING 77 % MEMBRANE X>+J AT 1611 O.G. 24 6A FLASHING � GNT. AIR/WATER _ (U LAYER WRAPSHIELDIt MEMBRANE FRB SEAL TAN METAL VERT. IX3 TREATED PLYWD SHEATHING PER STRUGT. W/BAGKUP STRIPPING @ VERT. JOINT r s 10 i l 12 1� 14 2 LAYERS — TYPE "X" CGWB SEE WALLTYPE 'F' FOR COMMON WALL ASSEMBLY ,i 1 - 0 11 MIN 2x BLOCKING, TRU55 TO TRU55 COMMON WALL SEPARATION at ROOF 3 /4 " = 1 ' - " PARALLEL TO TRU55 GLA55 'C' RATED ARCHITECTURAL GRADE COMPOSITION ROOFING OVER CONTINUOUS WATER BARRIER. PROVIDE FIRE -RETARDANT TREATED WOOD DECKING FOR A MINIMUM OF 4 FEET ON EACH SIDE OF THE COMMON WALL. ONE LAYER OF 5/8" TYPE 'X' GYPSUM TO BE INSTALLED DIRECTLY BENEATH THE ROOF SHEATHING, SUPPORTED BY NOT LESS THAN 2 INCH NOMINAL LEDGERS ATTACHED TO THE SIDE OF THE ROOF FRAMING MEMBERS FOR NOT LESS THAN 4 FEET FROM THE COMMON WALLS. ROOF SHEATHING PER STRUGT BEYOND 4' FROM COMMON WALL PENETRATIONS NOT ALLOWED WITHIN 4' OF COMMON WALL � 2�LAYER- PE IIx II I I,/ ` 1— COMMON LUALL 5EP4RATION AT ROOF 3/4 11= 1' - 011 AT OVERFRAMED GABLE cv O 0 1— 0 w o =Z OO D — �Cn V) _r o N J D_ Q Q �ul Z 0 W Q W O H O Q O d DRAWN: M GHEGK: OFF JOB NO: 200BLI I 'V O K � O � Q C' 0 O QU1 ILL PIRSCHER ARCHITECTS CPA + Firscher Architects 25114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RECEIVE Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2O21-0020 NOTES: 1. FRAME ROUGH OPENING 1/8" TALLER THAN WINDOW MANUFACTURER'S REQUIREMENTS TO ACCOMODATE SHIMS BELOW SILL. 2. SILL FRAMING MUST BE LEVEL t SQUARE. 3. LEAVE BOTTOM OF WEATHER RESISTANT BARRIER (W.R.B.) SKIRT LOOSE TO ALLOW PRIMARY W.R.B. TO BE INSERTED UNDERNEATH. �4 STEP 3 APPLY W.R.B. TO STEP 1 JAMBS OF ROUGH APPLY W.R.B. TO OPENING. SILL OF ROUGH OPENING. STEP 2 .4 INSTALL PRE -FORMED PLASTIC SILL PAN DEPTH OF FRAMING. WINDOW INSTALLATION STEPS 1-3 1 1/4" =1'-�" 11 WIN INSTALL-1 STEP 10 STEP 11 APPLY CONTINUE PRIMARY APPLYING W.R.B. TO PRIMARY W.R$. TO STRUCTURE, STRUCTURE WITH min. TUCKING ro" HORIZONTAL UNDER AND VERTICAL SILL W.R.B. LAPS.* ALL LAPS \SKIRTS. TO BE SEALED *NOTE: ENSURE W.R.B. LAPS OVER TAPE ON SIDE WINDOW FLANGES. STEP 12 INSTALL FURRING AS PER WALL ASSEMBLY DETAIL. *NOTE: HOLD FURRING AT JAMBS APPROX. 1" AWAY FROM SIDE OF WINDOW. DO NOT FASTEN ANY FURRING CHANNELS THROUGH WINDOW FINS. _"N� WINDOW INSTALLATION STEPS 10-12 1/4" =1'-�" 11 WIN INSTALL-4 0 MARINE SLOPE DRAIN�E PLYWOOD 12 4 &A METAL 11 2X6 WOOD STUDS Q-83 GOPI N6 83 x 10 TREATED I— GONT 60 M I L R/G MEMBRANE \--�ONT. 60 MIL RVC 2x BLOCKING ROOFING MEMBRANE. RUN 0 o PER STRUCT UP AND OVER WOOD CURB IX4 T86 CEDAR SOFFIT BOARDS SUPPORT BRACE PER STRUCTURAL, NOT TO EXTEND PAST BUILDING SETBACK LINE BUILDING SETBACK LINE WHERE OCCURS. VARIES FROM 12" MIN FROM FACE OF STUD 1 O ENTRY ROOF BRACE ENGROSSED HOUSE BILL 1848: 1 x4 T 4 6 CEDAR SOFFIT BOARD5 2x 12 CEDAR FA5C1A EN7R1' 700E FASGIA 1VTS STEP 4 INSTALL PRE -FORMED CORNERS STEP 5 APPLY W.R.B. LINER TO WINDOW HEAD. eN NOTES: I. PRIOR TO WINDOW INSTALLATION, CAULK SILL PAN UPSTAND WITH BEAD OF SEALANT. (SEE SILL ASSEMBLY AND SECTION DETAILS) 2. INSTALL 1/8" PLASTIC SHIMS BEHIND BOTTOM SILL FIN TO PROVIDE FOR ADEQUATE DRAINAGE GAP. (AS SHOWN) 3. ATTACH WINDOW THROUGH JAMB AND SILL FINS. DO NOT ATTACH WINTHIN 4" OF WINDOW CORNERS. DO NOT ATTACH THROUGH HEAD FIN. STEP 6 INSTALL NAIL -FIN WINDOW. (SEE NOTES) STEP -1 APPLY DOUBLE -SIDED TAPE OVER JAMB FINS. EXTEND TAPE 2" MIN. PAST FIN EDGES. STEP 8 INSTALL SELF-ADHESIVE MEMBRANE (S.A.M.) OVER TOP WINDOW FIN, ADHERE TO WINDOW FIN t TO W.R.B., EXTEND 2" MIN. PAST TAPE EDGES ON JAMB FINS.* sE WIPED DRY t FREE OF DUST BEFORE INSTALLING S.A.M. WINDOW INSTALLATION STEPS 4-r5 WINDOW INSTALLATION STEPS &-9 1/411=1'-011 11 WIN INSTALL-2 1/411=1'-0" PRESSURE TREATED VERTICAL FURRING (HARDIE SIDING) OR METAL CHANNEL (VERT. a HORZ. METAL SIDING, HORIZ. ON 3" SHIMS s VERT. METAL SIDING) LADDING PER ELEVATION PRIMARY W.R.B. INSECT SCREEN AROUND 1121, BASE AND TOP OF FURRING (TYPICAL) 24ga. DIVERTER _ 249a. DIVERTER FLASHING FLASHING w/ END w/HEMMED EDGE DAMS 8 HEMMED SELF -ADHERING EDGE MEMBRANE (TOP t SIDES OF BOX ONLY, EXTEND min. 2" PAST ENDS OF BOX) ELECTRICAL BOX PREFORMED FLASHING* W.R.B. PIECE LINER, EXTEND MIN. 8" PAST ROUGH OPENING PRIMARY W.R.B. *QUICKFLASH DEVICE FOR ELECTRICAL BOXES AVAILABLE FROM: QUICKFLASH WEATHERPROOFING PRODUCTS, INC. (253) 921-3230 _N ELEC. THRU WALL 1"=1'-0" 17 ELEC THRU WALL 60 MIL PLY MEMBRANE RA I N SCREEN ON I X3 STRIPPING ADHE51 VE MEMBRANE 24 EA N4LL FLASH I N6 CANT GONT AIR/NATER BARRIER 4 MARINE GRADE PLYNOOD 12 ENTRY ROOF AUALL FLASHING NTS APPLICATION. (IXA) RCW 64B5.010 THROUGH 64B5.090 APPLY TO ANY MULTIUNIT RESIDENTIAL BUILDING FOR WHICH THE PERMIT FOR CONSTRUCTION OR REHABILITATIVE CONSTRUCTION OF SUCH BUILDINGS WAS ISSUED ON OR AFTER AUGUST 1, 2005 BUILDING PERMIT APPLICATION --SUBMISSION OF DESIGN DOCUMENTS. (1) ANY PERSON APPLYING FOR A BUILDING PERMIT FOR CONSTRUCTION OF A MULTIUNIT RESIDENTIAL BUILDING SHALL SUBMIT BUILDING ENCLOSURE DESIGN DOCUMENTS TO THE APPROPRIATE BUILDING DEPARTMENT PRIOR TO THE START OF CONSTRUCTION OR REHABILITATIVE CONSTRUCTION OF THE BUILDING ENCLOSURE. (2) THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT IN MY PROFESSIONAL JUDGMENT ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 6455.005 THROUGH 64552W. INSPECTION REQUIRED. ALL MULTIUNIT RESIDENTIAL BUILDINGS SHALL HAVE THE BUILDING ENCLOSURE INSPECTED BY A QUALIFIED INSPECTOR DURING THE COURSE OF INITIAL CONSTRUCTION AND DURING REHABILITATIVE CONSTRUCTION. SIDING lx4 PRESSURE TREATED VERTICAL FURRING PRIMARY W.R.B. W.RB. PIECE LINER (EXTEND 8" PAST ROUGH OPENING ON ALL SIDES) INSECT SCREEN AROUND BASE OF FURRING SELF -ADHERING MEMBRANE (TOP t SIDE FLANGES, EXTEND min. 2" PAST FLANGES) PRE -FORMED PLASTIC - "WALL CAP", AVAILABLE FROM PRIMER MANUFACTURING, LTD., 360-332-3100 VENT PIPE VENT THRU. SIDING 1" =1' -0" 15 VENT THRU. SIDING 0 ALT. 1 SIDING PER ELEVATIONS PRIMARY W.R.B. S.A.M. 1/4" ANGLE CLIP RAILING PRIMARY W.R.B. S.A.M. 1/4" ANGLE CLIP RAILING 1/4 DIA. HOLE z SLOTTED HOLE ALT. 2 ' TO SUITCIA CLADDING PER ELEVATION PRESSURE TREATED VERTICAL FURRING PRIMARY W.R.B. SELF -ADHERING MEMBRANE (TOP 4 SIDES OF BOX ONLY, j EXTEND min. 2" PAST ENDS OF BOX, SIM.) LIGHT FIXTURE ELECTRICAL BOX PREFORMED FLASHING BY QUICKFLASH* j MOUNTING RING I GASKET W.R.B. PIECE LINER, EXTEND MIN. 8" PAST ROUGH OPENING *QUICKFLASH DEVICE FOR ELECTRICAL BOXES AVAILABLE FROM: QUICKFLASH WEATHERPROOFING PRODUCTS, INC. (253) 921-3230 WALL MOUNTED LIGHT 1" =1' -0" 1-1 WALL MOUNTED LIGHT )NT. AIR WATER '.MBRANE LAP OVER STEP S INSTALL HEAD FLASHING WEND DAMS 11 WIN INSTALL-3 CLADDING PER ELEVATION 1/2" PRESSURE TREATED PLYWOOD VERTICAL FURRING (HARDIE SIDING) OR METAL CHANNEL (VERT. m HORIZ. METAL SIDING, HORIZ. ON SHIMS VERT. METAL SIDING) PRIMARY W.R.B. S.A.M., (APPLY TO SIDES THEN TOP OF BLOCK, EXTEND MIN. 2" PAST BLOCK ENDS) INSECT SCREEN AROUND BASE AND TOP OF VERTICAL FURRING (TYP.) W.R.B. PIECE LINER, (EXTEND MIN. 8" PAST ROUGH OPENING) HOSE BIB BLOCK -SLOPE TOP MIN. 10* HOSE BIB PIPE CAULKING AROUND PIPE AT BLOCK AND AT W.R.B. QUICKFLASH DEVICE* *QUICKFLASH DEVICE FOR PIPE PENETRATIONS AVAILABLE FROM: QUICKFLASH WEATHERPROOFING PRODUCTS, INC. (253) 921-3230 HOSE BIB DETAIL 1"=1'-0" 15 HOSE BIB 2x6 WOOD STUDS 0 24" O.G. ASH I N6 5/6" TYPE 'X' GWB 1/2" PLYWD PER STRUCTURAL :AMINE PER STRUCT. VAPOR RETARDER 5/8" DENSGLAS )HESIVE WATER STOP GATT CONT AIR WATER :MB ZANE OVER PLATE INSUR-21 INSUL BARRIER ID UNDER A/W s TOP I ID OVER A/WM (9 SIDES R-30 BATT LAP SELF ADHESIVE INSUL M MEMBRANE OVER I.GH I NE BOLT PER RUCTURAL 3ER CEMENT %NELS ON I x5 ,EATED STRIPPING YWOOD PER RUCTURAL ANGLE CLIP FOR RAILING ATTACH. 1-4 BRACE ANCHORAGE DETAIL 1-1/211=1'-0" railing g p an is clip 311=1'-011 B ANODIZED ALUM. GUARDRAIL SYSTEM MOUNT TO DECK 3/4" MARINE— FASCIA Ul/ STAINLESS GRADE z STEEL BOLTS PER INTERIOR FLYWOOD � STRUCTURAL 60 MIL. � ELASTOMERIG � I'1EI"I5RANE � n1 MENUI 11 IUUI 11 lU l 11 IUU� 1 INTERI(DR 0 5/E EXTERIOR GRADE SOFFIT BOARD 1 FLASHING EXT. ARCHITECTURAL FINISH o/ lx3 TREATED STRIPPING a 16" O.C. 26 6A. METAL FLASHING W/ HEMMED EDGE Il 2x10 CEDAR TRIM 26 &A. METAL FLASHING W/ HEMMED EDGE 1-HR RATED SOFFIT DETAIL N O N w CD = z N — �N o < � � o N J � Q < Z 0 W Q W O �O Q O d DRANN: M cHEcl<: OFF JOB NO: 2005LI Vl Lu . (\ O w O Lu < O Q w 0 LL cp T X o w W 1- r JU U-1 P I R S C H E R ARCHITECTS GDA + Pirscher Architects 25114 100 AVE W EDMONDS, NASHINGTON, -15020 (206)368-g668 RECEIVE Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: FA a-A- IWER J PIRSCHER, AIA, LEED AP RED ARCHITECT DECK BLD2021-0020 WALL TYPE PER PLAN 1/2" WOOD TRIM WOOD DOOR d FRAME IIII IIIIIIIIII II X .Q - LOOP, COVERING 1 ALUM. REDUCER STRIP, WHERE FLOORING CHANGE OCCURS FLOOR COVERING WOOD DOOR 4 FRAME WCOID JAMB / HEAID WOOD DOOR S I L L 9808l - 0lC)09 3" =1' - 011 98081 - 021»8 FIRE SAFETY MATERIAL BETWEEN STUDS ® 10'-0" MAX O.G. RUN FLOOR PLATE TO FLOOR ABOVE. 1 HR. FLR/CLG ASSEMBLY Cr-7� 5/8" TYPE 'X' GWB CUT TO FIT TIGHT BETWEEN / FLOOR JOISTS. LAP ERS OF 5/8" GWB MIN. �6" EA. OF VERTICAL 2X2. FASTEN TO (2) LAYERS GWB WITH (3) SHEET 1 ROCK SCREWS EA. SIDE LAO 2 LAYERS 5/8" GWB 5/8" TYPE 'X' GWB, TYP. 2X FRAMING VENT DUCT WHERE OCCURS WALL TYPE PER PLAN S VENT C �4 A S E PrRP. TO JOISTS g VERTICAL FIRE BLOCKING @ COMMON WALL5 I LAYER 5/6" 1 LAYER 5/8" TYPE "X" G.W.B. TYPE "X" G.W.B. „ MINIMUM 2x4 STUDS @ I6 O.G. STAGGERED W/ SOUND A I I EN. I " GYPCRETE DOUBLE BOTTOM PLATE 3/4" T46 PLY. I LAYER 5/8" TYPE "X" G.W.B. W/PLY PER STRUGT. 2x6 ® I6 O.G. W/ SOUND A I I EN. DOUBLE BOTTOM PLATE I LAYER 5/8" TYPE "X" G.W.B. O/RESILIENT CHANNEL 3/4" GYPCRETE 5/4" T46 PLY. RIM JOIST < I LAYER TYPE "X" G.W.B. REQ'D. BLOCKING AS REQ'S BT 5TRUCT. IM JOIS V77 n n (11 LAYER TYPE "X" G.W.B REQ'D. ONE 51DE ONLY TWO LAYERS 5/8" R GHXAN��L.B. W/ BLOCKING AS REQ'S BT 5TRUCT. TWO LAYERS 5/8" R GHXAN��L.B. W/ OUT GWB TO TJI WEB OUT GWB TO TJI WEB NOTE: PENETRATIONS ARE ALLOWED. MUST BE FIRMLOOKED ACCORDINGLY WHEN ENTERING OR EXITING THE ASSEMBLY. -SIMILAR AT PARALLEL JOISTS - CONTINUOUS GAB NOTE: PENETRATIONS ARE ALLOWED. MUST BE FIREBLOOKED AGOORDIN&LY WHEN ENTERING OR EXITING THE ASSEMBLY. -SIMILAR AT PARALLEL JOISTS - CONTINUOUS ISM 1 FLOOR TO FLOOR ® ONE HOUR 5HAFT WALL 3 /4 " =1' - 0 " l i--4fR 61 4,41=T W,4L L )ONE HOUR FLOOR TO FLOOR DRAFT STOP 11 3 /4 " =1' - 0 " ONEHRFLRCEILINGDRAFTSTOP (1) LAYER 5/6" TYPE "X" G.W.B. Al PLY PER 5TRUCT. 2x4 ® 16" O.G. W/ SOUND ATTEN. (1) LAYER 5/8" TYPE "X" G.W.B. LOCKI /6" WATER-RE515TAN ING STRIP DOUBLE BOTTOM PLATE 3/4" GYPGRETE 5/4" T46 PLY. APER-15M DGE Z RIM JOIST BLOCKING AS Q'D BY STRUCT. I'DLEXIBLE SEALANT ru (1) LAYER TYPE "X" G.W.B. REQ'D. ONE 51 DE ONLY. (1) LAYER 5/8" TYPE "X" G.W.B AT TYP FLOOR. (2) LAYERS AT GARAGE. OUT GWB TO TJI WEB - NOTE: PENETRATIONS ARE NOT ALLOWED. SEE -SIMILAR AT PARALLEL JOISTS - CONTINUOUS WALLTYPE 'F' ON A-25 FOR FURTHER INFO. &AB #" SPACE I HR FLR TO FLR DRAFT STOP @ COMMON WALL 3 /4 " =1 ' - 0 " ONEHRFLRCE IL INGC)RAFTSTOP FIRE RATED WALL @ TUB DETAIL 12 N T S 1 HOUR RATED COMMON WALL N O o� � z w� N U z CN li o N J hW- � G Q d' d' z 0 W Ij a QL W O � O Q O DRA^N: M GHEGIG: CFP SOB NO: 2005cl q) Lu z K K UA < X < Lu Q fY LO 1— too 1— Q W lu L PIRSCHER ARCHITECTS ODA + Firscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, a8020 (206)368-gbb8 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: 1A 1 1 BLD2021-0020 STRUCTURAL NOTES C3� (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: ROOF 15 PSF FLOOR 18 PSF FLOOR (OVER GARAGE) 20 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF RESIDENTIAL 40 PSF DECKS 60 PSF (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.10). EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-10 SECTION 12.8. SITE CLASS C SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.271 ONE SECOND SPECTRAL RESPONSE ACCEL (SI) 0.496 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 0.847 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.431 RISK CATEGORY II SEISMIC IMPORTANCE FACTOR (IF) 1.0 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE -RESISTING -SYSTEM LIGHT WOOD FRAMED SHEAR WALLS RESPONSE MODIFICATION FACTOR, (R) 6.5 REDUNDANCY FACTOR (p) 1.0 SEISMIC RESPONSE COEFFICIENT (CS) 0.13 W = TOTAL SEISMIC DEAD LOgD AS DEFINED PER ASCE 7-10 SECTION 12.7.2. DS BASE SHEAR (V), V = CSW = R I W 40.6 KIPS (ULTIMATE) WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) EXPOSURE KZT SEE PLANS FOR ADDITIONAL DESIGN LOADS. STATEMENT OF SPECIAL INSPECTIONS 110 MPH B 1.0 SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK IN ACCORDANCE WITH CHAPTER 1704.4 OF THE IBC. STEEL CONSTRUCTION - SPECIAL INSPECTION IS REQUIRED IN CONFORMANCE WITH IBC SECTION 1705.2 AND 1705.11.1. CONCRETE CONSTRUCTION - SPECIAL INSPECTION IS REQUIRED IN CONFORMANCE WITH IBC SECTION 1705.3 AND TABLE 1705.3. LIGHT FRAMED WOOD SHEAR WALLS - SPECIAL INSPECTION IS REQUIRED IN CONFORMANCE WITH IBC SECTION 1705.5 AND 1705.11.2. A PRECONSTRUCTION MEETING IS REQUIRED FOR WOOD FRAMING WITH THE STRUCTURAL ENGINEER, GENERAL CONTRACTOR AND FRAMING CONTRACTOR REPRESENTATIVES PRESENT. SPECIAL INSPECTION FOR THE ABOVE SYSTEMS SHALL BE AS INDICATED IN THE SPECIAL INSPECTION TABLE BELOW. STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED. FREQUENCY AND DISTRIBUTION OF REPORTS - INSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY SPECIAL INSPECTOR. STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION. REPORTS SHALL BE DISTRIBUTED TO THE CONTRACTOR, ARCHITECT, ENGINEER AND BUILDING OFFICIAL. SPECIAL INSPECTION OPERATION CONT PERIODIC REMARKS SOILS EXCAVATION & FILL X GEOTECH ENGINEER FOUNDATION BEARING CAPACITY VERIFICATION X CONCRETE REINFORCING PLACEMENT X ANCHOR BOLTS X HOLDOWN PLACEMENT X CONCRETE TEST SPECIMENS X CONCRETE PLACEMENT X EMBEDDED PLATES X WOOD FRAME SHEARWALL & DIAPHRAGM NAILING X SPACING s 4" OC STRAP NAILING X NOTE: ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL RESULTS. ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. SHOP DRAWINGS SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION: 1. REINFORCING STEEL 3. PREMANUFACTURED WOOD TRUSSES 2. CONCRETE MIX DESIGN 4. WOOD I -JOISTS & ENGINEERED WOOD BEAMS SHOP DRAWINGS SHALL BE REVIEWED, REVISED AS REQUIRED FOR FIELD CONDITIONS, AND DATE STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. CONTRACTOR SHALL PROVIDE (3) SETS OF SHOP DRAWINGS FOR ENGINEER'S REVIEW. ALLOW TWO WEEKS FOR SHOP DRAWING APPROVAL BY ENGINEER. ENGINEER'S SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY, AND FOR PERFORMING THE WORK IN A SAFE MANNER. ENGINEER'S SHOP DRAWING REVIEW OF STRUCTURAL COMPONENTS DESIGNED BY OTHERS IS FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL CONNECTIONS TO THE BASIC STRUCTURE. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF THE LOADS IMPOSED ON THE BASIC STRUCTURE AND SHALL BE STAMPED & SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT. FABRICATION SHALL BEGIN ONLY AFTER SHOP DRAWINGS BEARING THE STAMP AND SIGNATURE OF THE PROJECT ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR HAVE BEEN RECEIVED. DEFERRED APPROVAL ITEMS SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD WHO SHALL REVIEW THEM AND INDICATE THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 1. PREMANUFACTURED WOOD TRUSSES 2. BOLT -ON BALCONIES FOUNDATIONS: SPREAD FOOTINGS SOILS REPORT: REPORT NO: 1817.01 PREPARED BY: ZIPPER GEO DATED: 05/26/2017 ALLOWABLE SOIL PRESSURE: 3000 PSF LATERAL EARTH PRESSURE: UNRESTRAINED: 35 PCF + ANY APPLICABLE SURCHARGE RESTRAINED: 55 PCF + ANY APPLICABLE SURCHARGE PASSIVE: 300 PCF (INCLUDES FACTOR OF SAFETY = 1.5) COEFFICIENT OF FRICTION: 0.4 (INCLUDES FACTOR OF SAFETY = 1.5) FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12" OF COMPACTED STRUCTURAL FILL AS REQUIRED AND AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE. IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE THAN 10% FINES (PASSING THE #200 SIEVE). FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12") INCHES IN LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST METHOD D1557-00. BACKFILL BEHIND ALL RETAINING WALLS WITH WELL -DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER ARCHITECTURAL SPECIFICATIONS. EXCAVATIONS AND DRAINAGE INSTALLATION SHALL BE OBSERVED BY A SOILS ENGINEER RETAINED BY THE OWNER. IF EXCAVATION SHOWS SOIL CONDITIONS TO BE OTHER THAN THOSE ASSUMED ABOVE NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. CONCRETE ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH SECTION CHAPTER 5 OF ACI 318 AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (fc) AND MIX CRITERIA SHALL BE AS FOLLOWS: MAXIMUM MIN CEMENT TYPE OF CONSTRUCTION f'c WATER/CEMENT CONTENT PER CUBIC MAXIMUM SHRINKAGE STRAIN RATIO YARD SLABS ON GRADE 3000 PSI 0.55 5 1/2 SACK N/A FOOTINGS 3 3000 PSI 0.55 5 1/2 SACK N/A WALLS 3000 PSI 0.45 5 1/2 SACK N/A ALL OTHER CONC. 2500 PSI 0.45 5 SACK N/A THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 5 OF ACI 318. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI 318 TABLE 4.2.1 FOR MODERATE EXPOSURE CONDITION. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS NOT ROLLS. LAP WELDED WIRE FABRIC 12" AT SIDES AND ENDS. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH SP-66 AND ACI 318R, LATEST EDITIONS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. MECHANICAL SPLICING OF REINFORCING BARS, WHERE INDICATED ON THE DRAWINGS, SHALL BE BY AN ICBO APPROVED SYSTEM, SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET -SETTING EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REFER TO CHAPTER 7 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS. MINIMUM LAPS AND EMBEDMENT UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED BELOW: f'c = 2500 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 24 18 9 30 23 12 #4 31 24 12 41 31 15 #5 39 30 15 51 39 19 #6 47 36 18 61 47 23 #7 68 53 21 89 68 27 #8 78 60 24 102 78 30 f'c = 3000 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 22 17 9 28 22 12 #4 29 22 11 37 29 15 #5 36 28 14 47 36 19 #6 43 33 17 56 43 23 #7 63 48 20 81 63 27 #8 72 55 22 93 1 72 30 f'c = 4000 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 19 15 8 24 19 12 #4 25 19 10 33 25 15 #5 31 24 12 41 31 19 #6 37 29 15 49 37 23 #7 54 42 17 71 54 27 #8 62 48 19 81 62 30 NOTE: 1. ALL LENGTHS ARE IN INCHES. 2. ALL LAP SPLICES ARE CLASS B. 3. "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. CONCRETE WALL REINFORCING PROVIDE THE FOLLOWING MINIMUM REINFORCING UNLESS NOTED OR DETAILED OTHERWISE (GRADE 60): THICKNESS REINFORCING PLACEMENT 8" WALLS #5 @ 15" OC EA WAY, CENTERED CONCRETE COVER ON REINFORCING CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE EXPOSED TO EARTH AND WEATHER: #6 BARS AND LARGER 2" #5 BARS AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS AND JOISTS 3/4" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2" CONCRETE GENERAL NOTES VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS. IN ADDITION, THERE SHALL BE A HORIZONTAL BAR AT A MAXIMUM OF 3" FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING WITH TENSION LAP SPLICE AT EACH SIDE PER TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET EACH. AREAS TO BE AS SQUARE AS PRACTICAL AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE AROUND OPENINGS GREATER THAN 12" IN EITHER DIRECTION WITH (2) #5 EACH SIDE AND (1) #5 x 4'-0" DIAGONAL AT EACH CORNER. EXTEND BARS 2'-0" BEYOND EDGE OF OPENING. IF 2'-0" IS UNAVAILABLE, EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. PROVIDE 3/4" CHAMFER AT ALL CORNERS EXCEPT AS NOTED. LUMBER ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc (PSI) LIGHT FRAMING (STUDS) HEM -FIR STUD 675 800 2x JOISTS AND PLANKS HEM -FIR #2 850 - PLATES AND BLOCKING HEM -FIR #2 850 - 6x AND LARGER BEAMS AND STRINGERS DOUG-FIR #2 875 - 4x AND SMALLER BEAMS AND STRINGERS HEM -FIR #2 850 - ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000 :J REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.9.1 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: NAIL SHANK 0 MIN LENGTH 8d COMMON 0.1310 2 1/2" SHANK 10d COMMON 0.1480 3" SHANK 12d COMMON 0.1480 3 1/4" SHANK 16d COMMON 0.1620 3 1/2" SHANK 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148"0 x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NDS 11.1.3. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. GALVANIZATION UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED ACCORDING TO THE FOLLOWING TABLE: GALVANIZATION UNTREATED WOOD CCA-C SBX ACQ-C ACQ-D CBA-A CA-B OTHER BORATE ACZA OTHER PT WOOD G90 X X X G185 X X X X X X HDG X X X X X X STT300 X X X X X X X X G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA HDG = HOT DIP GALVANIZED SST300 = TYPE 316L STAINLESS STEEL RATED SHEATHING RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE IN CONFORMANCE WITH IBC STANDARD 2303.1.4. TIMBERSTRAND, MICROLLAM, AND PARALLAM MEMBERS FABRICATED IN CONFORMANCE WITH THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES) REPORT NO. ESR-1387 OR CCMC REPORT NO. 12627-R, 08675-R, AND 11161-R. EACH MEMBER SHALL BE IDENTIFIED BY A STAMP INDICATING THE PRODUCT TYPE AND GRADE, ICC-ES OR CCMC REPORT NUMBER, MANUFACTURER'S NAME, PLANT NUMBER AND INDEPENDENT INSPECTION AGENCY'S LOGO. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL MEET THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fv (PSI Fc (PSI) BEAMS & POSTS (d < 9 1/2") LSL 1.3E 1,700 425 1,835 RIMS & BEAMS (d >_ 9 1/2") LSL 1.55E 2,325 310 - BEAMS & POSTS LVL 2.0E 2,600 285 2,510 POSTS (d < 9 1/2") PSL 1.8E 2,400 190 2,500 BEAMS (d >_ 9 1/2") PSL 2.2E 2,900 290 - TIMBERSTRAND MICROLLAM AND UNTREATED PARALLAM MEMBERS ARE INTENDED FOR DRY -USE APPLICATIONS. UNLESS NOTED OTHERWISE, ENGINEERED WOOD BEAMS EXPOSED TO WEATHER SHALL BE TREATED PER MANUFACTURES RECOMMENDATIONS. PRE -MANUFACTURED WOOD TRUSSES WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT DIMENSIONS AND LOADS INDICATED ON THE PLANS. ALL DESIGN SHALL BE IN ACCORDANCE WITH THE ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED BY THE BUILDING CODE. SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW PRIOR TO FABRICATION. CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT. TRUSS DESIGN AND SHOP DRAWINGS SHALL BE IN CONFORMANCE WITH IBC 2303.4 PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND PERMANENT BRACING IS INSTALLED. MANUFACTURER SHALL PROVIDE ALL SPECIALTY ITEMS REQUIRED FOR A COMPLETE INSTALLATION OF JOISTS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. FOR TOP CHORD DESIGN LIVE LOADS, REFER TO THE DESIGN LOAD SECTION. IN ADDITION TO ROOF LOADING LISTED IN THE DESIGN LOAD SECTION, ROOF TRUSSES SHALL BE DESIGNED FOR A BOTTOM CHORD LIVE LOAD OF 10 PSF. TOP AND BOTTOM CHORD LIVE LOAD DO NOT NEED TO BE DESIGNED FOR SIMULTANEOUSLY. IN ADDITION TO THEIR SELF WEIGHT, ROOF TRUSSES SHALL BE DESIGNED FOR A TOP CHORD DEAD LOAD OF 5 PSF AND A BOTTOM CHORD DEAD LOAD OF 10 PSF ACTING SIMULTANEOUSLY. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOADS AND OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. DEFLECTIONS SHALL NOT EXCEED L/360 FOR LIVE LOADS, OR L/240 FOR TOTAL LOADS. ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 �ZM01'Hy of A �► L1� �(ONAL w J N Q Z F_ z I.-_cn O z 2 w O co 1= F- � N w w0 H Q' :E 0 w W w O U-) C) a U cn n n 00 Ld O 00 Q N r-I r-I n O Rt O r-I O Y Q' Q DESIGN: DTR DRAWN: JCS CHECK: MTM JOB NO: 17206.10 DATE: 07/20/ 1 7 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ui m W 0 = O Z N Z 0 J N Q Q 2 ui r Q N Z U = H 0o N 0 : Lo c Lij N SHEET: w In z J U- BLD2021-0020 BLD2021-0020 BLD2021-0020 BLD2021-0020 BLD2021-0020 "All 1nII CORNER BARS x I = MAY BE SUBSTITUTED FOR ALL nn° 11-1- nAnr ink uc �irnT r Lf Nk,L VLI\I I\LI I VI UV IJI VL LA,Lr I AS OTHERWISE NOTED OR SHOWN TYPICAL CONCRETE WALL REINFORCING DETAIL SCALE: NTS PARTY WALL PER PLAN. SINGLE WALL AT SIM SECTION SHEATHING PER PLAN & SCHED - AB SIZE & SPACING PER PLAN & SW SCHED STAGGER 6" MIN 4 0 PERFORATED PVC PIPE PER LOCAL CODES WITH 6" OF 1" MINUS GRAVEL ALL AROUND, WRAPPED IN NON -WOVEN GEOTEXTILE FABRIC. SLOPE TO DRAIN 1/8" PER V-0" MIN. TURN DOWN PERFORATIONS AS SHOWN A3 SLAB ON GRADE II o ®I I AND SUBGRADE �� �) F, PER PLAN X X X— X, X X — — �- 0 = w � U w N C) w A A Lu — — — Ilk NOTE: 911 FOR NOTES AND DETAILS NOT SPECIFICALLY CALLED OUT REFER TO DETAIL 7. SIZE & REINF PER PLAN & SCHED ol IN ALL AREAS WITH EXPOSED CONC FLOORS, EDGE SLAB WITH 1/8" MAX RADIUS AND FILL JOINT WITH SEALANT PROVIDE 5/8"0 x 2'-0" SMOOTH SLIP DOWEL BARS AT 12" OC, TYP UNO CONC SLAB ON GRADE SLAB REINF AT CENTER OF SLAB OR AT TOP AND BOT. REINF SHALL NOT PASS THRU JOINT a x X., x ° N a GREASE THIS I HALF OF BAR J TYPICAL CONSTRUCTION JOINT SAWCUT JOINT - IN ALL AREAS WITH CONC SLAB ON GRADE EXPOSED CONC. FLOORS, FILL JOINT WITH SEALANT. IN LIEU OF SAWCUT JOINTS CONTRACTOR MAY USE ZIP SLAB REINF AT CENTER OF STRIP PLACED WITH SLAB SLAB OR AT TOP AND BOT X X X X X X a - TYPICAL CONTRACTION JOINT TYPICAL SLAB ON GRADE DETAILS SCALE: 1" = V-0" O ° ° O O Oo 0°O a °o o0O p 0 O o 0 o O° 00 ° 0o 00 °° O 0 0 000 °0 ° 71,777 1 LINE OF MAX EXCAVATION. IF SOIL IS OVER EXCAVATED, REPLACE WITH LEAN MIX CONCRETE. FIRM BEARING SOIL OR COMPACTED STRUCTURAL FILL TYPICAL FOOTING DRAIN SCALE: 1" = V-0" am WOOD FRAMING PER DETAIL 7 (2) #5 BARS ° °`b .610 #5 @ 15" OC OR #4 a ° ° °-0 6 @ 10" OC HORIZ ° a 0°b ° MIN o° °a' ° 11/2" °°b 'IS" BARS CLR COMPACTED BACK FILL FINISHED GRADE OR PAVING PER ARCH x x x j 0 N U M U #5 @ 12" OC NOTE: WHERE CONCRETE WALL WITH HT > 3'-0" EXISTS, ROD MAY EXTEND 24" MIN INTO WALL W/ NUT & WASHER AS SHOWN [also 2 i TRENCH EXCAVATION PARALLEL TO FTG SLEEVES TO CLEAR PIPE 1" ALL SIDES TOF BOF o x Q M LOWER BOF \10 PIPES ALLOWED IN THIS REGION. LOWER _TGS AS REQ'D AS REQ'D _ z_ MIN PIPE TRENCH EXCAVATION PARALLEL 9TYP TO FOOTING IS NOT ALLOWED BELOW THIS LINE. STEP FTG AS REQUIRED FOR THIS CONDITION TYPICAL PIPE PENETRATION AT WALLS AND FOOTINGS SCALE: 1/2" = V-0" SHEAR WALL PER PLAN AND SCHED COUNTERSINK ADDITIONAL END STUD AS REQ'D HOLDOWN PER PLAN AND SCHED THREADED ROD AS REQ'D FOR HOLDOWN W/ NUT AND WASHER AT BASE. EXTEND ROD INTO FTG, TYP UNO TOP OF FTG _ - II II a ° a II � a HOLDOWN DETAIL SCALE: 1" = V-0" FINISHED GRADE PER ARCH BACKFILL W/ FREE DRAINING MATERIAL • °-o FTG DRAIN PER 0 0°° DETAIL 5/S4.1 ro ° a 0°� • 00 o° °,0 a0 00 0 0 o O ° 4° p=� O 0 o.° • ° o ° 0 =111=1 O o 000 °0-111 o �• • o I In 4 d Q • • • Q. [� 11 -III II II 1I- 'IF" BARS #5 @ 12" OC 'IS" BARS TII }II IIBII NOTE: RAISE STEM WALL AS REQ'D AT PERIMETER AREAS WHERE NEEDED DUE TO CIVIL GRADES. STUD WALL PER 011 FRAMING PLAN NOTES SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE z_Q PAVING OR FINISHED = = GRADE PER ARCH 00 N DRAWINGS ® e / —11 CPO O� 0 ` �Oo ° 0 z O 00 p°0 ?o0.0 °o O°oo 0 l0 0 ° ° 000 - - O 0 0 °0°° 00 0 ° O SILL PL AND AB DIA AND SPACING PER SHEAR WALL SCHED (2) #5 CONT TOP PROVIDE BLOCK OUT AT DOOR OPENINGS #5 @ 15" OC EA WAY CENTERED IN WALL SLAB ON GRADE AND SUBGRADEPER FOUNDATION PLAN — x x X 000,0 00 0co O° 00 ooeo 00 ° 0 00 LOU ~ U a N w 00 o 0 a a_- - _! o O Lu 0 0 FOOTING DRAIN / 8" rn � PER DETAIL 5 / U / SIZE &REINF ALT HOOK AS SHOWN Ir PER PLAN & SCHED TYPICAL STEM WALL DETAIL SCALE: 1" = V-0" RETAINING WALL SCHEDULE WALL GEOMETRY WALL REINFORCING WALL TYPE MAX "H" 'IT" "B" 'It" I'D" 'IS" BARS 'IF" BARS 1 4'-0" 0'-9" 0'-10" 8" 12" #5 @ 15" � #5 @ 15" 2 6'-0" 1'-011 1'-7" 8" 12" #4 @ 15" q #5 @ 15" NOTES: 1. FOUNDATION SHALL BEAR ON UNDISTURBED NATIVE SOIL PER GEOTECHNICAL REPORT. An T/2 C3� ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 J d U H M �ZM01'Hy IRS TO MATCH �F WAS�rr� DOTING J REINF JRBED EARTH OR :TED FILL PER o1 46548 JRAL NOTES SIGNAL T = FTG THICKNESS PER PLAN, SCHED, AND DETAILS TYPICAL STEPPED WALL FOOTING SCALE: 1/2" = V-0" WOOD STUD WALL BEYOND CONC STEM WALL BEYOND #5 CONT NOSING BAR PAVING OR GRADE SLAB ON GRADE AND SUBGRADE PER ARCH DWGS PER FOUNDATION PLAN. SLOPE SLAB PER ARCH PLAN xi— X - X X--,--X X ° -liilllliillI 1 00 00 00 _ 1 0 00 ° � 0°0 o'o 0 00 ° b III�II xa III-11 III —III —III —I I- I (1) #5 CONT o = w a U w cn 9 0 9 w a 10'I SIZE & REINF PER PLAN & SCHED SECTION SCALE: 1" = V-0" XII/18 z O U w J Q N z ~ 0- z ~ z cn O U O m F- cn w O DE H W w O u') cn C) a U n n 00 Ld \ � O 00 Q N r-I c-I r- o It:1- O r-I O lD z Q N M DESIGN: DTR DRAWN: JCS CHECK: MTM JOB NO: 17206.10 DATE: 07/20/ 1 7 STUD WALL PER FRAMING PLAN NOTES AB PER SHEAR WALL SCHED OR STRUCTURAL NOTES PT SILL PL SLAB ON GRADE AND SUBGRADE PER PLAN -x- x � ,r' ax x x x �E t L= 0.0 0° ° O .° °. O ° °. O ° oc Opo 000 00 o- e e opOOo� �opOOoDo _I O —7 7 - 1 MAXIMUM SIZE & REINF SLOPE PER PLAN & SCHED .71 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT V �cIJ L Q 0 Z N Q O N 2: O W Lo ili Q Q IN 0 Z Z H 00 O Cfluoo N :2 0 ,;; U- SHEET: S4.1 SECTION SCALE: 1" = V-0" RETAINING WALL SECTION V % SCALE: 3/4" = V-0" NOT USED SCALE: 1" = V-0" CONTINUOUS FOOTING DETAIL / SCALE: 1" = V-0" BLD2021-0020 C3� STAGGER NAILS ON EA SIDE OF PANEL JOINT AS REQUIRED PER SHEAR WALL SCHED II II HEADER PER PLAN 7 II II 11 II II 11 •1 11 I I 11 I I I I I .II II I CRIPPLE STUDS PER AI 1 1 1 1 I j I I 11 PLAN; DO NOT CUT III 1 1.1 1.1 1 I• AWAY MATERIAL FROM I I• I I I I I' I I CRIPPLE STUDS I II 1 1 II 11 II 1 •I 1.1 I 11.11 11 I I I I I III II II I •1 11 FULL -HEIGHT II 1 I•II 1 1.1 I I I I I I.I HOLDOWN CHORD III 1 1 1 1 1 1 I I I I •1 1 1 I 1 1 1 11.11 I 11 I I I I I C I I 11 i•i i'i i i i' 1 I I 1 1 1111 1 1 11 1 I I I I .I I I I 1 1 1 11.11 I 11 I I I I I C I I 11 I l i I I I I I •1 I I 1.1 I•I I• I.1 11•II 11 II I 1 II II I•I AB W/ SIMPSON BP 1 1 I I 1 II 1 1 PL WASHER, TYP I•I I '1 1 I.1 11 II I I I I I'1 I •1 1 1 1 1 1 1 PT SILL PL PER SHEAR WALL SCHED I•I .I I I A I 1 I.I II 1-------L I'1 11 — J1 II I I -I 1 I-1 1 L CONCRETE FOOTING OR P/T SLAB NOTES: 1. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. FOR SHEAR WALLS WHERE NO HOLDOWNS ARE SPECIFIED THE FIRST AB SHALL BE LOCATED NOT MORE THAN V-0" AND NOT LESS THAN (7) BOLT DIAMETERS FROM END OF WALL. TYPICAL SHEAR WALL DETAIL SCALE: 3/4" = V-0" —'— — —'— — —'— — —'— — —'— — —'— — —'— — —'— — —'— — —'— — — —'— —'— — ��•, -----------� ---------�------- ---rl-1 101 101 101 1.1 1 1•I II II II 11 III II II II II 111 II II II II 111 II II II 11 111 I'I I'I I'I I.I 11. 11 I 11 II II II III FRAMING AT ADJOINING I I I I'I I I PANEL EDGES PER SHEAR I I I I01 WALL SCHED C.I I II iI 1 III 11 11 I I 11 11.1 II 11 11 11 III II II II II I'I ICI ICI I� II II II II II ,J U ;-- ;---j.F— ;-- ;--i F�-- — 101 ICI ICI 11 II II 11 II II II II II II II II II II II 101 ICI ICI II II II II II II II 11 11 II II II 11 II II 101 ICI ICI 11 II II 11 II II II II II II II II II II II 101 ICI ICI — II II II _ II II _1L------_LL------- 2 ------ II II I II II 11 11 11 11 II II 11 1L—_ _1L—_—_—_1 AB SIZE AND SPACING �,� I II I L II II PER PLAN AND SHEAR II II I( WALL SCHEDULE, TYP RIM BOARD \\ OR BLOCKING /1 -1 11 III- -I 1 1 1 I L -I 1 1 III - EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC (2) ROWS OF 0.131"0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP A. CORNER INTERSECTION B. 'T' INTERSECTION TYPICAL WALL INTERSECTION DETAIL SCALE: 1" = V-0" PANEL EDGE NAILING PER SHEAR WALL SCHEDULE, TYP PANEL EDGE NAILING INTO HOLDOWN CHORDS, TYP INTERMEDIATE NAILING @ 12" OC SHEATHING PER PLAN AND SHEAR WALL SCHEDULE HOLDOWN CHORD PER SCHEDULE. REFER TO TYPICAL BUILT-UP COLUMN DETAIL ADDITIONAL END STUD IF REQUIRED TO PROVIDE COUNTERSINK FOR HOLDOWN BOLTS HOLDOWN ANCHORAGE PER PLAN AND SCHEDULE SIMPSON CNW COUPLER 1/2" TO NUT W/ SIZE TO MATCH SHEATHED EDGE HOLDOWN ANCHORAGE PANELEDGE NAILING PER SHEAR WALL SCHED CONTINUE HOLDOWN CHORD TO FOUNDATION CONCRETE STEM WALL CONCRETE FOOTING 2x6 STUD @ 2x4 CROSS WALL 2x8 STUD @ 2x6 CROSS WALL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP PLATE WASHER PER SHEAR WALL SCHED I Ia II a II a� II a II SECTION A -A SCALE: 1 1/2" = V-0" NOTE: STAGGER SHEATHING AS SHOWN. (IBC TABLE 2306.3.1, CASE 1 SHEATHIf PANEL, T CONTINUOUS PANEL EDGES PANEL EDGES 2x OR 3x BLOCKING ONLY IF BLOCKED DIAPHRAGM r rnr�i rrr. TYPICAL FLOOR/ ROOF SHEATHING DETAIL SCALE: NTS 2 1/4" END DISTANCE, TYP (2) ROWS OF (8) 0.131"0 x 3" NAILS @ 3" OC EA SIDE OF SPLICE AND (2) @ 9" OC ELSEWHERE W/ 1 1/2" EDGE DISTANCE 3" OC \ SPACING TOP CHORD SPLICE AT LOCATIONS WHERE IT IS NOT POSSIBLE BOTTOM TO INSTALL THE SPECIFIED 0.131"0 CHORD SPLICE NAILS, THE CONTRACTOR SHALL SPLICE INSTALL SIMPSON CS20 STRAPS EA SIDE OF WALL AT SPLICE. INSTALL EA STRAP W/ (12) 10d AT EA END. WHERE BOTH PLATES ARE CUT, INSTALL CS20 STRAPS AT EA PLATE AND EA SIDE OF THE WALL. 6-0 MIN MIN BETWEEN SPLICES SPLICES TO OCCUR AT CENTER OF VERTICAL STUD TOP CHORD SPLICE BOTTOM CHORD SPLICE �l�AL TOP PLATE SPLICE DETAIL = 1'-0" EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP (2) ROWS OF 0.131"0 x 3" NAILS @ 9" OC EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP (2) ROWS OF 0.131"0 x 3" NAILS @ 9" OC (EACH SIDE OF PARTY WALL) STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP C. PARTY WALL INTERSECTION NOTE: SUPPORTS AT SOLID POSTS SIM BEAM PER AND SCHE SIMPSON LTP4 C A35 FRAMI� ANCHOR EACH SII OF BEA SOLID OR MULT STUD COLUMN PER F,_ BEAM WIDTH, MIN UNO PARALLEL TO STUD WALL �a ADJACENT NAILS IN A ROW ARE TO BE DRIVEN FROM OPPOSITE SIDES, TYP FOR 2x4 STUDS, PROVIDE SINGLE ROW OF NAILS STAGGERED EA SIDE WITH 1 1/2" EDGE DISTANCE. FOR 2x6 STUDS, PROVIDE (2) ROWS OF NAILS SPACED AT 2 1/2" W/ 1 1/2" EDGE DISTANCE 9" OC MAX SPACING BETWEEN ADJACENT NAILS IN A ROW 0.131" 0 x 3" NAILS, TYP (5) STUDS MAX TO BE USED FOR BUILT-UP COLUMNS TYPICAL BUILT-UP STUD COLUMN DETAIL SCALE: 1" = V-0" SIMPSON A35 (ONLY REQUIRED AT EXTERIOR HEADERS GREATER THAN G SPAN) (6) 0.131"0 x 3" NAILS — TYPICAL STUDS NAILING PER TYP BUILT-UP STUD COLUMN DETAIL AT HOLDOWNS: PROVIDE FULL HT HOLDOWN CHORDS PER HD SCHED OTHERWISE: (1) 2x FULL HT TYP DOUBLE TOP PLATE BEAM OR HEADER PER PLAN AND NOTES CRIPPLE STUDS PER PLAN AND COLUMN SCHEDULE OR STRUCTURAL NOTES TYPICAL HEADER DETAIL SCALE: 1" = V-0" JOIST DIRECTION PER PLAN STUD WALL TYPICAL FLUSH BEAM SUPPORT DETAILS SCALE: 1" = V-0" SOLID STUD COLU,..... PERPENDICULAR TO STUD WALL ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 kZM01'8y of A A �L1� �IONAL 1 XII/18 z _O U w J Q N Z ~ 0 z ~ Z cn � O U O co F- cn Z O Q' H Lu 0 w Lj w O cn cn C) a U n n 00 W O 00 Q N r-I c-I O r-I O Y Q' Q DESIGN: DTR DRAWN: JCS CHECK: MTM JOB NO: 17206.10 DATE: 07/20/ 1 7 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT V) STUD W WALL N O V Q 0 E- LI J �-- N Q 0 Li Lo (All Z Q N Z O 0Q N m p W (O Lo 0 1 zw I I� *-. W - S H EET: S501 BLD2021-0020 C3� 1/2 SPAN 2" MIN I Q —I 4" MIN 1/3 SPAN 1/3 SPAN MIDDLE 2 1/2" 0 MAX HOLE ALLOWABLE DRILL AREA NOTE: HOLES DRILLED THRU JOISTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE JOIST DEPTH & MIDDLE THIRD OF THE JOIST SPAN, BUT NOT THE EXACT CENTER SPAN. CONTRACTOR SHALL MINIMIZE HOLE SIZE IF POSSIBLE. CONTACT ENGINEER FOR DRILLING OUTSIDE AREA SHOWN. 1/3 SPAN GUIDELINES FOR HOLES DRILLED THRU JOISTS SCALE: 1" = V-0" 0 1 1/2" CONTINUOUS LSL RIM BOARDS. JOIST HANGER REQ'D WHERE JOIST BEARING LENGTH PER MFR IS INSUFFICIENT SHEATHING AND NAILING PER PLAN TJI JOISTS PER PLAN PARTY WALL W/ SIZE AND SPACING OF STUDS PER PLAN NOTES A. PERPENDICULAR TO JOISTS SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE SILL PLATE NAILING PER SHEAR WALL SCHEDULE PANEL EDGE NAILING PER SHEAR WALL SCHEDULE SIMPSON A35 PER SHEAR WALL SCHEDULE SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES 1/3 DEPTH BREAK SHEATHING AT PLATE UNO MIDDLE 1/3 1 1/2" LSL RIM _"' % 1/3 DEPTH SILL PLATE NAILING PER SHEAR WALL SCHEDULE BREAK SHEATHING AT PLATE UNO PANEL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES NOTE: NON -SHEAR WALL NAILING SHALL BE PER IBC TABLE 2304.9 NOTES: 1. SHEATH COMMON SIDE FOR STACKED SHEAR WALLS. 2. WHERE HOLDOWN IS REQUIRED INSTALL HOLDOWN ON SHEATHED SIDE OF PARTY WALL. 3. SHEATHING IS SHOWN ON INSIDE FACE OF WALL, BUT MAY ALTERNATELY BE INSTALLED ON OUTSIDE FACE. TYPICAL PARTY WALL FRAMING DETAIL SCALE: 1" = V-0" A. TYPICAL FRAMING STUD WALL PER FRAMING PLAN NOTES SILL PLATE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES SHEATHING AND NAILING PER PLAN I -JOISTS PER PLAN AND SCHEDULE 2x4 BLOCKING AT SHEAR WALLS SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES 1 1/2" LSL RIM BREAK SHEATHING AT RIM AND PROVIDE PANEL NAILING EA SIDE OF JOINT PER SW SCHED PANEL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES EXTERIOR WALL PERPENDICULAR TO JOISTS TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = V-0" 0 B. PARALLEL TO JOISTS NOTE: FOR NOTES AND DETAILS NOT CALLED OUT REFER TO CASE A DIAPHRAGM BOUNDARY NAILING INTO BLOCKING (4) 10d NAILS �(3)0.131"0x3" NAILS 1 1/2" ENGINEERED WOOD BLOCKING BY I -JOIST MFR @ 4'-0" OC STUD WALL PER FRAMING PLAN NOTES SILL PLATE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES SHEATHING AND NAILING PER PLAN, I -JOISTS PER PLAN AND SCHEDULE B. ALTERNATIVE SHEAR WALL FRAMING TREAD/RISER PER ARCH USE 1 1/8" PLYWOOD TREADS UNO 2x12 BLOCKING AB PER STRUCTURAL NOTES OR PROVIDE HILTI X-DNI (0.145"0) @ 12" OC. EMBED MIN 2" INTO CONCRETE W/ STANDARD STEEL WASHER • TREATED 2x SILL PLATE • �% 0, / o X X X X X X X X X— LLJa v O°o 000 0 00° a (� 6,o ;o°O °00 0 cn 00 Oo 00 00 o° o O a O °o O °o Lu a 1 1 _ � SIZE & REINFORCING m v PER PLAN AND SCHEDULE MAXIMUM SLOPE A. TYPICAL STRINGER TO LOWER LANDING TYPICAL STAIR SECTIONS SCALE: 1" = V-0" VARIES PER PLAN STAIR 2x12 TREADS NOTCHED PER ARCH STRINGER I ol 12" OC MAX NO ON PLAN.A 2x6 SISTERED TO 2x12 PER TYPICAL STAIR SECTION GAP (IF REQUIRED) TO SUIT ARCH FINISHES. TYPICAL STAIR SECTION SCALE: 1" = 1'-0" 1 1/2" LSL RIM JOIST, UNO ON PLAN 2x12 NOTCHED STRINGER DO NOT OVERCUT NOTCHES FOR TREAD/RISER 2x6 SISTERED TO SIDE OF 2x12 W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" OC AS SHOWN NOTE: FOR NOTES AND DETAILS NOT CALLED OUT REFER TO DETAIL 1 (4) 10d NAILS (3) 0.131"0 x 3" NAILS EACH END I -JOISTS PER PLAN AND SCHEDULE 1 1/2" LSL BLOCKING @ 4'-0" OC MAX EXTERIOR WALL PARALLEL TO JOISTS TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = V-0" 2x6 SISTERED nrn rri-Tir�ni A 3LOCKING -VELED PLATE -UD WALL OR vl PER PLAN O -V IVIHA Jr /AIV DC I VV CCIV LANDINGS B. TYPICAL STRINGER TO PONY WALL SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES - 1 1/2" LSL BLOCKING SILL PLATE NAILING PER SHEAR WALL SCHEDULE PANEL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES STUD WALL PER FRAMING PLAN NOTES SILL PLATE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES SHEATHING AND NAILING PER PLAN I -JOISTS PER PLAN AND SCHEDULE, LAPPED OR BUTTED 2x4 BLOCKING AT SHEAR WALLS INTERIOR BEARING ON BOTH SIDES T\/ rl 1 /^ A I 9-T 1 1 r% \ A A 1 1 r' r% A R A I A 1 r` r% r-T A 1 1 SCALE: 1" = V-0" EXTERIOR SW SHEATHING EXTERIOR SW SHEATHING AND NAILING PER PLAN AND NAILING PER PLAN AND SW SCHED AND SW SCHED CONT FULL WIDTH AND CONT FULL WIDTH AND FULL DEPTH LSL RIM AT LAP BEAMS AT CORNER FULL DEPTH LSL RIM AT FLOOR LEVEL AND PROVIDE SIMPSON FLOOR LEVEL L90 CLIP AT INSIDE OF CORNER SHEATHING WHERE LAP SHEATHING AT RIM LAP SHEATHING AT RIM NOTED ON PLAN AND PROVIDE PANEL AND PROVIDE PANEL EDGE NAILING PER SW EDGE NAILING PER SW SCHEDULE EA SIDE OF STAIR SHEATHING SCHEDULE EA SIDE OF ADJOINING PANEL EDGE AND FRAMING ADJOINING PANEL EDGE PER TYP STAIR DETAILS FULL WIDTH AND FULL DEPTH LSL BLKG BETWEEN STUDS AT MID -LANDING LEVEL �. SIMPSON A35 CLIPS TOPPAND AND BOTTOM, EA SIDE OF BLKG "' " ' "' OCKING JOIST PER 'LAN KING @ C C. TYPICAL STRINGER TO LANDING LAP BEAMS AT CORNER AND PROVIDE SIMPSON L90 CLIP AT INSIDE OF CORNER - GWB PER ARCH IN JOIST SPACE - SHEATHING AND NAILING AT MID -LANDING PER PLAN NOTES - I -JOISTS PER PLAN W/ HANGERS AT RIM EXTERIOR STAIR SHAFT EXTERIOR MID LANDING STAIRWAY SECTIONS SCALE: 1" = V-0" ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 �ZM01'Hy of A A L1� �(ONAL 1 z O U w J Q N z F_ z ~ Z cn w O U O coI= H cn w w0 H w W w O u') cn C) a U n n 00 Ld O 00 Q N r-I r-I O r-I C:)Y � Q m DESIGN: DTR DRAWN: JCS CHECK: MTM JOB NO: 17206.10 DATE: 07/20/ 1 7 RECEIVED Jan 14 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT V) uj 12 V Q O E- �..I.. N Q 0 � (r1 Q Z Q N Z H (O uo 0 r-1 W J SHEET: S502 BLD2021-0020 BLD2021-0020 BLD2021-0020