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SEE REV5 APPROVED RESUB 3-BLD2023-0103+Architectural_Plan+6.5.2023_11.49.03_PM+3589536
SQUARE FOOTAGE: EXISTING MAIN LEVEL MAIN LEVEL ADDITION LOT COVERAGE SYMBOLS: 1 7'-6" #-3'-6" ADDITION 930 SQ. FT. 870 G.F.A. 549 SQ. FT. 497 G.F.A. 1490.75 SQ. FT. EXISTING WALL NEW WALL C LINE OF EXISTING WALL TO BE REMOVED O DOOR / WINDOW SCHEDULE, SEE SHEET A5.01 OT DOOR / WINDOW WITH TEMPERED SAFETY GLAZING EXHAUST FAN SD SMOKE DETECTOR " CARBON MONOXIDE ALARM 13'-8 9'-0Y2" 1OTE: VEN-rFOR CRAWL SPACE UNDER BENCH F LINE TYPICAL 5y 30'-6" EXISTING RESIDENCE MAIN LEVEL FLOOR PLAN SCALE: 1 /4" = 1'-0" RT H N CV r` NOTES: * 1. ALL SURFACES UNDER STAIRS TO BE FINISHED WITH 1/2" GYPSUM BOARD. 2. SMOKE DETECTORS, CARBON MONOXIDE ALARMS SHALL BE INSTALLED PER CODE - SEE GENERAL NOTES. 3. MEASUREMENTS FOR WINDOW AND DOOR OPENINGS ARE GIVEN FOR THE ACTUAL SIZE OF THE WINDOW OR DOOR, THE CONTRACTOR MUST VERIFY THE ACTUAL ROUGH OPENING REQUIRED FOR EACH. 4. ALL INTERIOR DOORS ARE 30" X 80" U.N.O. DOORS ARE TO BE SELECTED BY OWNER. 5. RECEPTACLE OUTLETS SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY SPACE IS ONE MORE THAN 6 FEET, MEASURED HORIZONTALLY, FROM ANOTHER OUTLET IN THAT SPACE, INCLUDING ANY WALL SPACE 2' OR MORE IN WIDTH. 6. EXTERIOR WALL PENETRATIONS BY PIPES, DUCTS OR CONDUITS SHALL BE CAULKED AND SLEEVED. 7. A MINIMUM OF 100% OF ALL PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. 9. OUTDOOR AIR SHALL BE PROVIDED TO EACH HABITABLE SPACE BY INDIVIDUAL AIR INLETS WHICH MAY INCLUDE GRILLS, VENTS, WINDOW FRAME TRICKLE VENTS, DOORS 10. VENTING FOR EXHAUST FOR THE HOT WATER TANK, VENTING FOR ALL SANITARY SHALL BE THROUGH THE ROOF WITH FLASHING AND STORM COLLAR SEALED AND CAULKED AS REQUIRED BY CODE. HOT WATER TANK TO VENT THROUGH WALL. 11. DISHWASHER CONNECTED TO A DISPOSAL SHALL HAVE THE DISCHARGE INSTALLED AS HIGH AS POSSIBLE, AND NOT LOWER THAN 2" ABOVE THE FLOOD RIM OF THE SINK. 12. MECHANICAL TO BE DEFERRED TO MECHANICAL SUPPLIER. *13. 3.0 ENERGY CREDITS ARE REQUIRED AS PER THE 2018 WASHINGTON STATE ENERGY CODE FOR A SMALL DWELLING UNIT CONSISTING OF AN ADDITION TO AN EXISTING BUILDING THAT IS GREATER THAN 500 SQ. FT. OF HEATED FLOOR AREA BUT LESS THAN 1,500 SQ. FT. EFFICIENT BUILDING ENVELOPE OPTION 1.4 SATISFIES 1.0 ENERGY CREDITS: VERTICAL FINESTRATION 0.25, WALLS R-21 + R-4 C.I., FLOOR R-38, BASEMENT WALL R-21 INT PLUS R-5 Cl, SLAB ON GRADE, R-10 UNDER FULL SLAB BELOW GRADE. DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM AS PER OPTION 3.4 SATISFIES 1.5 ENERGY CREDITS; ZONAL CONTROL IN HOMES WHERE THE PRIMARY SPACE HEATING CONTROL SYSTEM IS ZONAL ELECTRICAL HEATING, A DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF 10.0 SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE HOUSING UNIT. WATER HEATING OPTION 5.2 SATISFIES 0.5 ENERGY CREDITS; THE WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING, ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF 0.80. U VALUES AND R VALUES AS PER WASHINGTON STATE ENERGY CODE 2018: CLIMATE ZONE 5 and MARINE 4, TABLE R402.1.1 and R402.1.3. GLAZING DOOR RAFTER/JOIST WALLS WALLS FLOOR OVER SLAB CEILINGS ABOVE BELOW UNHEATED ON GRADE GRADE SPACE GRAD VERT. VERHE D R-10 Cl EXTERIOR OR INT. R-15 Cl INTERIOR OR R-5 CI+R-13 BATT OR U or R-FACTOR U=0.25 U=0.50 =0.3 R-49 R-21 R-38 * R-10 R-21 BATT W/ TB @ SLAB FULL SLAB EQUIVALENT U=0.25 U=0.50 J=0.3C 0.026 0.056 0.042 0.029 N/A U-FACTOR ALL FINESTRATION SHALL BE NFRC CERTIFIED. " TO SATISFY THE ENERGY CODE OPTIONS 14. WINDOW AND DOOR HEADERS SHALL BE INSULATED WITH A MINIMUM OF R-10 INSULATION. **15. WHOLE HOUSE VENTILATION: PER TABLE M1507.3.3(1) - 2-3 BEDROOMS, 1500 - 3000 SQ. FT., REQUIRES AN AIRFLOW IN CFM = 60. PER TABLE M1507.3.3(2) - INTERMITTANT WHOLE -HOUSE MECHANICAL VENTILATION RATE FACTORS RESULT IN A FACTOR OF 2 FOR A FAN RUNNING 50% OF THE TIME IN EACH 4 HOUR PERIOD. 60 X 2 = 120 CFM RUNNING 2 HOURS OF EACH 4 HOUR PERIOD OF TIME. 16. A 22" X 30" ATTIC ACCESS SHALL BE PROVIDED AS ATTIC AREA IS GREATER THAN 30 SQ. FT. AND THE HEIGHT MEASURED FROM THE TOP OF THE CEILING TO THE UNDERSIDE OF ROOF FRAMING IS GREATER THAN 30". 17. THE ATTIC SPACE SHALL HAVE A TOTAL AREA OF VENTILATION EQUAL TO 1 / 150 OF THE VENTED SPACE. 793 SQ. FT. / 150 SQ. FT. EQUALS 5.29 SQ. FT. OF VENTILATION: UPPER VENT ON WEST FACADE EQUAL TO 2.66 SQ. FT. 2" VENT STRIP X 34'-8" LIN. FT. EQUAL TO 4.33 SQ. FT. TOTAL VENTILATION EQUAL TO 6.99 SQ. FT. > 5.29 SQ. FT. REQUIRED 18. LIGHT FIXTURES MUST BE INSTALLED AT INTERIOR AND EXTERIOR STAIRWAYS. 19. WHEN MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED IN THE DWELLING, THE ALARM DEVICES SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE DWELLING. INTERCONNECTION OF THE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON THE ACTIVATION OF ONE ALARM. LIKEWISE SMOKE DETECTORS SHALL BE INTERCONNECTED. REQUIRED 100 SQ. INCH OF MAKE UP AIR IN THE PANTRY SHALL BE ACCOMIDATED FOR. L.L 0 W U Z W W W 2 H O z 0 2 Q ILI FAN 171A v I,�' �� `1 � I 1/� � %� �\ ■ � � •i i CONTRACTOR NOTICE: CONTRACTOR (SUB- CONTRACTORS) SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMMISIONS, OR DISCREPENCIES BEFORE BEGINNING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. THE CONTRACTOR (SUB -CONTRACTORS) SHALL BE RESPONSIBLE TO VERIFY THAT ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES AND SHALL NOTIFY THE ARCHITECT OF ANY DEVIATION. PROJECT NO. BLD2023-0103 DATE: 1 /6/2023 REVISIONS: 3/24/2023 4/24/2023 MAIN LEVEL FLOOR PLAN A2.01 NEW 48" FOUNDATION NEW 48" FOUNDATION TYPICAL 30'-6" NOTE: VENT FOR CRAWL SPACE -UNDER BENCH -- LA16 I INU 1-UUNUA I IUN BASEMENT FLOOR PLAN SQUARE FOOTAGE: EXISTING BASEMENT LEVEL BASEMENT LEVEL ADDITION SYMBOLS: 930 SQ. FT. 816 G.F.A. 115 SQ. FT. 104 G.F.A. NEW FOUNDATION . .. . . WITH INSLATE , EXISTING FOUNDATION FOOTPRINT OF EXISTING BASEMENT C LINE OF EXISTING WALL TO BE REMOVED O DOOR / WINDOW SCHEDULE, SEE SHEET A5.01 OA T DOOR / WINDOW WITH TEMPERED SAFETY GLAZING EXHAUSTFAN SD SMOKE DETECTOR (� CARBON MONOXIDE ALARM ELECTRIC VEHICLE CHANRGING RECEPTACLE OUTLET NOTE: 1. ALL SURFACES UNDER STAIRS TO BE FINISHED WITH 1/2" GYPSUM BOARD. 2. SMOKE DETECTORS, CARBON MONOXIDE ALARMS SHALL BE INSTALLED PER CODE - SEE GENERAL NOTES. 3. MEASUREMENTS FOR WINDOW AND DOOR OPENINGS ARE GIVEN FOR THE ACTUAL SIZE OF THE WINDOW OR DOOR, THE CONTRACTOR MUST VERIFY THE ACTUAL ROUGH OPENING REQUIRED FOR EACH. 4. ALL INTERIOR DOORS ARE 30" X 80" U.N.O. DOORS ARE TO BE SELECTED BY OWNER. 5. RECEPTACLE OUTLETS SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY SPACE IS ONE MORE THAN 6 FEET, MEASURED HORIZONTALLY, FROM ANOTHER OUTLET IN THAT SPACE, INCLUDING ANY WALL SPACE 2' OR MORE IN WIDTH. 6. EXTERIOR WALL PENETRATIONS BY PIPES, DUCTS OR CONDUITS SHALL BE CAULKED AND SLEEVED. 7. A MINIMUM OF 75% OF ALL PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. 9. OUTDOOR AIR SHALL BE PROVIDED TO EACH HABITABLE SPACE BY INDIVIDUAL AIR INLETS WHICH MAY INCLUDE GRILLS, VENTS, WINDOW FRAME TRICKLE VENTS, DOORS 10. VENTING FOR EXHAUST FOR THE HOT WATER TANK, VENTING FOR ALL SANITARY SHALL BE THROUGH THE ROOF WITH FLASHING AND STORM COLLAR SEALED AND CAULKED AS REQUIRED BY CODE. HOT WATER TANK TO VENT THROUGH WALL. 11. VENTING FOR CRAWL SPACE: ONE SQUARE FOOT PER EACH 300 SQUARE FEET. AREA: 350 SQ. FT. / 300 = 1.16 SQ. FT. ARE REQUIRED, THUS TWO 8" X 12" VENTS SATISFY THE REQUIREMENT. 2 X .66 = 1.32 SQ. FT. > 1.16 SQ. FT. REQUIRED. 12. DOORS TO THE CRAWL SPACES MUST BE A FRAME STRUCTURE WITH R-10 INSULATION, AND FURTHERMORE MUST HAVE WEATHER STRIPING. 13. ONE EV-READY PARKING SPACE WILL BE PROVIDED WITH A FULLY WIRED CIRCUIT WITH A LEVEL II OR III ELECTRIC CHARGING RECEPTACLE OR TERMINATION POINT, INCLUDING THE CONDUIT AND WIRING AND ELECTRIC SERVICE CAPACITY NECESSARY TO SERVE THE RECEPTACLE, AS PER ECDC 17.115.040.B. THE CONNECTION DEVICE SHALL BE AT A MINIMUM 36" HEIGHT, BUT NO HIGHER THAN 48" HIGH, AS PER ECDC 17.115.050. O co N W O U °O Z � W 0 w O w i�: � � � z _ � w � o C:) Q < zw � cl) o O � N O - w N 2i 0 M W 0 Q cN W HJERT-BERNARDI ARCHITECT 9228 39TH SEATTLE, WA 98118 1• 632-0287 CONTRACTOR NOTICE: CONTRACTOR (SUB- CONTRACTORS) SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMMISIONS, OR DISCREPENCIES BEFORE BEGINNING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. THE CONTRACTOR (SUB -CONTRACTORS) SHALL BE RESPONSIBLE TO VERIFY THAT ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES AND SHALL NOTIFY THE ARCHITECT OF ANY DEVIATION. PROJECT NO. BLD2023-0103 DATE: 1 /6/2023 REVISIONS: 3/24/2023 4/24/2023 BASEMENT FLOOR PLAN A2002 co 30'-6 30, EXISTING BASEMENT FLOOR PLAN SCALE: 1 /4" = 1'-011 EXISTING WEST FACADE EXISTING WEST FACADE 30'-6 30' EXISTING MAIN LEVEL FLOOR PLAN SCALE: 1 /4" = 1'-0" M BuildingPermit.com dnrivdicliomFdmend. Project N.' : Effill—ldeaca addition Applicafion W: 1257546 Supplemental Name: Critical Area Determination - Building A site specific Critical Area Determination, issued by the Planning Division is rgagjm for any ground disturbing activities at the time of appllcation. A determination is valid for 5 years from the date in which the determination was made; after such date the city shall require a new determination. Does the property have a current Critical Area Determination on file with the City? NO If you answered YES, what is the Critical Area M (CRAXXXX-XXXX)? If you answered NO, please apply prior to submitting for your permit you can apply through MBP, Land Use, Critical Areas. Critical Area Determination (CRA20190146) Based on a review and inspection of the subject site, staff has determined that one or more critical areas are located on or near the site. Critical areas are ecologically sensitive or hazardous areas that are protected in order to maintain their functions and values. Site Location 23422 —74th Avenue West Tax Account Number 00488800300501 Property Owner Jeremy Elliott Applicant Jeremy Elliott Critical Area(s) Present ❑ Wetlands (ECDC 23.50) ❑ Frequently Flooded Areas (ECDC 23.70) ® Geologically Hazardous Areas (ECDC 13.80) ® Erosion Hazard Areas ❑ Landslide Hazard Areas ❑ Seismic Hazard Areas I-1 Fish A Wildlife Habitat Conservation Areas (ECDC 23.90) CRITICAL AREA DETERMINATION 0 z U) X w O N w o U 00 Z CY) w U) Z 0 w O w i�: (D ry ZD z _ � w U) o C:) Q < z w � o O >_ - w N Of � M < --il C--'J LLJ W � \II D� I1�►!l 77 ARCHITECT 9228 39TH AVENUE SO. SEATTLE, WA 98118 632-0287 CONTRACTOR NOTICE: CONTRACTOR (SUB- CONTRACTORS) SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMMISIONS, OR DISCREPENCIES BEFORE BEGINNING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. THE CONTRACTOR (SUB -CONTRACTORS) SHALL BE RESPONSIBLE TO VERIFY THAT ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES AND SHALL NOTIFY THE ARCHITECT OF ANY DEVIATION. PROJECT NO. DATE: 1/6/2023 REVISIONS: EXISTING FLOOR PLANS ELEVATIONS A2.03 RIDGE LINE ELEV. 30.98' . HT. ELEV. 28.73' FIN. FLR. ELEV. 13.9' FIN. FLR. ELEV. 5.65' RIDGE LINE ELEV. 30.98 6'-6- 7'-6"� ADDITION 3' N O 0 N (E) EXISTING FOUNDATION 30'-6" EXISTING RESIDENCE EAST ELEVATION SCALE: 1/4" = 1'-0" NOTE: (E) EQUALS EXISTING RIDGE LINE ELEV. 30.98' cn N 28.73' FIN. FLR. ELEV. 13.90' AVERAGE ORIGINAL GRADE ELEV. 10.0825, 00 FIN. FLR. ELEV. 5.65' EXISTING GRADE LINE @ DRIVEWAY MAXIMUM BUILDING HEIGHT RIDGE LINE ELEV. 30.98' —�� - EXISTING GRADE LINE @ DRIVEWAY FOUNDATION @EXISTING BASEMENT ADDITION EXISTING RESIDENCE —T-6" 30'-6" SOUTH ELEVATION SCALE: 1/4" = 1'-0" Lo N c M co 12 E N 12.83' DOWNSPOUT (E) (E) LASH BLOCK � 7.33' 6.50' 5.83' EXISTING GRADE — 5.25' — — — — — — — — EXISTING FOUNDATION i EXISTING RESIDENCE i 011961 NORTH ELEVATION SCALE: 1/4" = 1'-0" THE ATTIC SPACE SHALL HAVE A TOTAL AREA OF VENTILATION EQUAL TO 1 / 150 OF THE VENTED 793 SQ. FT. / 150 SQ. FT. EQUALS 5.29 SQ. FT. OF VENTILATION: UPPER VENT ON WEST FACADE EQUAL TO 2.66 SQ. FT. 2" VENT STRIP X 34'-8" LIN. FT. EQUAL TO 4.33 SQ. FT. TOTAL VENTILATION EQUAL TO 6.99 SQ. FT. > 5.29 SQ. FT. REQUIRED RIDGE LINE ELEV. 30.98' VENT PL. HT. ELEV. 21.9' FIN. FLR. ELEV. 13.90' AVERAGE EXISTING GRADE ORIGINAL GRADE `-? ELEV. 10.0825' FIN. FLR. ELEV. 5.65' N NEW FOUNDATION @ CRAWL SPACE EXISTING FIN. FLR. @ BASEMENT LEVEL RIDGE LINE ELEV. 30.98' PL. HT. ELEV. 21.9' 14.25' EXISTING GRADE LINE FIN. FLR. ELEV. 13.90' ADDITION T-6" LINE OF EXI: RESIDENCE EXISTING GRADE LINE SLAB @ STAIR LANDING _T7 _L �_ J '-6" 32' � 30'-6" � 11' EXISTING RESIDENCE ADDITION WEST ELEVATION SCALE: 1/4" = 1'-0" L.L O co w o U 00 Z cy) w U) Z 0 w O w i�: � Of� z _ � w � o C:) Q < z w � o O � N O - w M D:f N 0 M < c--,i LLJ W � HJERT-■ ERNARDI ARCHITECT 9228 39TH SEATTLE, WA 98118 1• 632-0287 CONTRACTOR NOTICE: CONTRACTOR (SUB- CONTRACTORS) SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMMISIONS, OR DISCREPENCIES BEFORE BEGINNING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. THE CONTRACTOR (SUB -CONTRACTORS) SHALL BE RESPONSIBLE TO VERIFY THAT ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES AND SHALL NOTIFY THE ARCHITECT OF ANY DEVIATION. PROJECT NO. BLD2023-0103 DATE: 1/6/2023 REVISIONS: 3/24/2023 4/24/2023 ELEVATIONS A3001 MAXIMUM BUILDING HEIGHT 3784 REG14TERED AR iTECT RIDGE LINE ELEV. 30.98' RIDGE LINE ELEV. 30.98' ` T NAROf M St OF WA NINOTON 4.25 12 N PL. HT. ELEV. 28.73' — PRE. MANU ACTU ED TRU ES OVE FRAN NG - LL PL. HT. ELEV. 21.90' - O N N uj O PROPERTY LINELk U W N V LINE OF EXISTING z bo RESIDENCE WALL TO BE w REMOVED EXISTING GRADE LINE � w O FIN. FLR. ELE . FIN. FLR. ELEV. 13.90" UJ uj (D uj AVERAGE SLOPE z AVERAGE uj BUILDING _ z ELEVATION M � M _ 00 w U) ELEV. 10.0825' EXISTING > < FIN. FLR. ELEV. 5.65' FOUNDATION � FIN. FLR. ELEV. 5.65' O Q EXISTING GRADE LINE — J @ DRIVEWAY _27 w U) STREET LEVEL @ 74TH AVENUE WEST PROPERTY LINE O � ADDITION EXISTING RESIDENCE 2E N O �7-6" 30'-6" w N M SECTION C-C' 0 ujCO N w SCALE: 1 /4" = 1'-0" 12" N 00 ti LO 1/f"(� radius nosing ARCHITECT 9228 39TH AVENUE SO. RIDGE LINE _ RIDGE LINE ELEV. 30.98' TYPICAL STAIR DETAIL ELEV. 30.98' STAIRWAYS: 12 N PL. HT. ELEV. 28.73' 287 4.25 THE WIDTH OF A STAIRWAY SHALL NOT BE LESS THAN 36" PR MANU ACTU EDT SSE OVE -FRA NG IN CLEAR WIDTH. HANDRAILS SHALL NOT PROJECT MORE THAN 41/2" ON EITHER SIDE OF THE STARIWAY WITH A CLEAR WIDTH OF 311/2" WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27" WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. HANDRAILS MUST BE 34" MINIMUM TO 38" MAXIMUM ABOVE THE NOSING OF THE STAIRWAY. PL. HT. HANDRAILS MUST BE A MINIMUM DISTANCE OF 1 1/4" AND o MAXIMUM OF 21/4" FROM THE WALL. ELEV. 21.90' CONTRACTOR NOTICE: CONTRACTOR (SUB - THE GREATEST RISER HEIGHT AND TREAD DEPTH WITHIN ANY CONTRACTORS SHALL VERIFY ALL CONDITIONS LINE OF NEW FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST RISER ) PROPERTY LINE T LINE OF EXISTING WALL @ AND DIMENSIONS AT THE JOB SITE AND NOTIFY _ RESIDENCE POWDER HEIGHT AND TREAD DEPTH BY MORE THAN 3/8" IN ANY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, ROOM FLIGHT OF STAIRS. OMMISIONS, OR DISCREPENCIES BEFORE AVERAGE SLOPE _ BEGINNING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. EXISTING GRADE LINE NOTE: THE CONTRACTOR (SUB -CONTRACTORS) SHALL THE ENDS OF ALL HANDRAILS TO BE BE RESPONSIBLE TO VERIFY THAT ALL WORK RETURNED TO THE WALL SHALL COMPLY WITH APPLICABLE CODES AND IN._FLR. _ _ — _ _ _ _ FIN. FLR. ELEV. 13.90" ORDINANCES AND SHALL NOTIFY THE ARCHITECT E �V. 13.90' ;;.' / 3" 3" / OF ANY DEVIATION. \� '• �/\�/%\\\ EXISTING STAIRS 1 1/2 1 1/2� AVERAGES/j�/j�/j\//\ ON GRADE _ PROJECT NO. ORIGINAL N CRAWL SPACE GRADE \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ BLD2023-0103 ELEV. 10.0825' / fi// �/ / ///\//\//IZZ/\//\//\//\//\//\//\//\//\ i\\i\\may , /\\i\\i\\i\\i\\i\\ \`i\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\ \ DATE: \\\\\\\\\\\\ �1 6 2023 L\\\\\\\\\\�\\�\\�\\�\\�\\�\\�\\�\\�\\�co __ E REVISIONS: —//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/ j� / \//\//\//\ — — FIN. FLR. ELEV. 5.65 (, _E X EXISTING GRADE E �—UI @ DRIVEWAY > �- `� 3/24/2023 LINE OF EXISTING _ o CO M FOUNDATION STREET LEVEL @ 74TH AVENUE WEST � 4/24/2023 ADDITION EXISTING RESIDENCE PROPERTY LINE 7'-6 30'-6" SECTIONS SECTION 13-13' RAILING SECTIONS SCALE: 1 /4" = 1'-0" ■ ■ 1• • 1 RIDGE LINE ELEV. 30.98' PRE -MANUFACTURED TRUSSES @ 24" o.c. COMPOSITION ROOFING TO MATCH EXISTING 15 LB. ASPHALT SATURATED ROOFING FELT 1/2" OSB SHEATHING FLASHING NOTE: VENTING STRIP LOCATED AT NORTH AND SOUTH SIDES OF RESIDENCE FASCIA 15# BUILDING PAPER 2 X 10 HF#2 @ 24" o.c. R-49 INSULATION 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD R-21 INSULATION + R-4 ci INSULATION 2 X 6 STUDS @ 16" o.c. 5/8 " PLYWOOD 15# BUILDING PAPER 1" SPACER BACKING SUPPORT FOR HARDI-BOARD 10 X 5/8" ANCHOR BOLTS @ 6' o.c. 2X6 PRESSURE TR. PLATE 1A • \ 1 WATERPROOF MEMBRANE R-10 RIGID INSULATION W/ R-15 RIGID INSULATION + R-5 ci RIGID INSULATION 1/2" GYPSUM WALLBOARD FHfftMAL BARRIE FOOTING DRAIN 4" PERFORATED DRAIN TILE AT BASE OF FOOTING DDE N 12" 8" O PEA GRAVEL COVERED WITH GEOTEXTILE COVER PLACED OVER THE TILE, SLOPE SHALL NOT BE LESS THAN 1 % SOUTH ROOF DOWNSPOUT TO BE TIGHTLINED TO AN UNDERGROUND 4" PVC PIPE CONNECTING TO THE FRENCH DRAIN. LINE OF EXISTING RESIDENCE LINE OF NEW WALL @ POWDER ROOM THERMAL BARRIER ACCESS = 00 DOOR N cz cQ C C R F� 6 IN U ATION 1/2' YPSUN W L BOARS 1�_ ffl-q i.1w; R-10 (2" POLYSTERENE) FULL FULLJINSUI ATION UNDER SL, ENTRANCE PL. HT. ELEV. 21.90' FIN. FLR. ELEV. 13.90' ao FIN. FLR. ELEV. 5.65' DOUBLE HEADER WITH INSULATION STOREFRONT DOOR WITH DOUBLE GLAZING LOW-E & ARGON U-.25 MAX. * EXISTING PORCH BITUMINOUS WATERPROOFING CRAWL SPACE r.. BITUMINOUS WATERPROOFI G AT ALL RETAINING WALLS FMI ALL EARTH EXPOSED IN CRAWL SPACES TO BE COVERED \11 \ \11 \ \11 \ \11 \ \11 \ WITH GRAVEL AND A 6-MIL VAPOR BARRIER. FAN 2 x 10 HF#2 @ 24" o.c. STORAGE NEW SLAB ON GRADE ATTIC TRUSSES @ 24" o.c. 2 x 10 HF#2 @ 24" o.c. BATH E NOTE: VENT FOR CRAWL SPACE NEW CRAWL SPACE UNDER BENCH EXISTING WALL AT BASEMENT LEVEL EXISTING BASEMENT FLOOR LINE OF EXISTING RESIDENCE LINE OF EXISTING RESIDENCE L — 2x10HF#20-24"o.c 30'-6" A, 11' EXISTING RESIDENCE ADDITION SECTION A - A I SCALE: 1/4" = 1'-0" NOTE: THE ATTIC SPACE SHALL HAVE A TOTAL AREA OF VENTILATION EQUAL TO 1 / 150 OF THE VENTED SPACE. 793 SQ. FT. / 150 SQ. FT. EQUALS 5.29 SQ. FT. OF VENTILATION: UPPER VENT ON WEST FACADE EQUAL TO 2.66 SQ. FT. 2" VENT STRIP X 34'-8" LIN. FT. EQUAL TO 4.33 SQ. FT. VENTING LOCATED AT NORTH AND SOUTH SIDES OF HOUSE TOTAL VENTILATION EQUAL TO 6.99 SQ. FT. > 5.29 SQ. FT. REQUIRED BUILDING SECTION SCALE: 1/2" = 1'-0" EXISTING GRADE LINE O co w o U 00 Z cy) w U) Z 0 w O w i�: � Of � z _ � w � o C:) Q < z w � o O >. � N O - w N 0 M < c--,i LLJ W � HJERT-■ ERNARDI ARCHITECT 9228 39TH SEATTLE, WA 98118 1• 632-0287 CONTRACTOR NOTICE: CONTRACTOR (SUB- CONTRACTORS) SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMMISIONS, OR DISCREPENCIES BEFORE BEGINNING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. THE CONTRACTOR (SUB -CONTRACTORS) SHALL BE RESPONSIBLE TO VERIFY THAT ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES AND SHALL NOTIFY THE ARCHITECT OF ANY DEVIATION. PROJECT NO. BLD2023-0103 DATE: 1/6/2023 REVISIONS: 3/24/2023 4/24/2023 SECTIONS A4002 2f_6lf 91 4l_8fl GENERAL NOTES: 1. ALL WINDOW DIMENSIONS ARE NOMINAL. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR ROUGH OPENING DIMENSIONS. 2. CONTRACTOR IS TO VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO FABRICATION. 3. ALL GLAZING IN OR WITHIN 24" OF A DOOR, OR WITHIN 18" OF THE FLOOR, OR WITHIN 60" OF THE TUB OR SHOWER HEIGHT, GLAZING ADJACENT TO STAIRS AND STAIR LANDINGS, OR ANY OTHER HAZARDOUS AREA IS BE TEMPERED SAFETY GLAZING. PROVIDE SAFETY GLAZING WHERE REQUIRED PER APPLICABLE CODE REQUIREMENTS. 4. DOORS AND CASED OPENINGS LOCATED NEAR WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF FINISHED OPENING IS 3" FROM FACE OF NEARBY WALL, UNLESS NOTED OTHERWISE. 5. ALL WINDOWS TO BE DOUBLE GLAZED WITH A MINIMUM U-VALUE OF 0.28 TO QUALIFY FOR ENERGY OPTION la. 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions effective February 1 2021 version 12 These requirements apply to all IRC building types, including detached one and two-family dwellings and multiple single-family dwellings (townhouses). Protect information _ BERNAROI Contact Information IHJERT ELLIOTT RESIDENCE JER 23422 74TH AVENUE WEST EDMONDS WA 98026 9228 39TH AVENUE SOUTH SEATTLE WA 98118 Instructions: This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings: Table R402,1- Insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits. R-Vaiue ---U-Factor' Fenestration U-Factor b n/a 0.30 Skylight U-factor ° n/a I 0.50 .. Glazed Fenestration SHGC °'`--- n/a --�. -- �/a _- - -a `----- -- - -t Ceiling e __ _ --- -- 4g 0.026 i , W pod Fr- sine Wall �fi 21 int - 0.056 Floor 30 0.029 , Below Grade Wall ° 10/15/21 int +TB 0.042 5Wb R-Value & Depth 10, 2 it n/a i R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less 1 a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration V-factor column excludes skylights '10/15/21 +STB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at' c the interior of the basement wall. "10/15/21 +5TB" 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 the wall. "5TB". means R-5 thermal break between floor slab and basement wall _ d_ -- R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2 9.1.__I For single rafter- or joist-vautted ceilings, the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall�l meet therequirementsforthermalbarriers protectingfoam astics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for ! R climate zone 5 of ICC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78%of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. Prescriptive Path - Single Family 2018 Washiiigtwi State Energy Code-R 1 6. SEE SHEETS A3.01 AND A3.02, EXTERIOR ELEVATIONS WITH OPENING DIRECTION OF OPERABLE UNITS. 7. EACH BEDROOM WINDOW MUST BE 5.7 S.F. MINIMUM NET CLEAR AREA (GRADE FLOOR OPENINGS CAN BE MINIMUM NET CLEAR AREA OF 5 S.F.) WITH 20" MINIMUM CLEAR OPEN WIDTH, 24" CLEAR OPEN HEIGHT, 44" MAXIMUM SILL HEIGHT. 8. CAULK AND SEAL ALL WINDOW AND DOOR OPENINGS AND EXTERIOR PENETRATIONS. 9. MINIMUM 1/2" THROW ON DEAD BOLT OR DEAD LATCH FOR DOORS. 10. WINDOWS WITHIN 10' OF GRADE (OR ACCESSIBLE DECK) MUST BE CAPABLE OF BEING LOCKED. 11. WINDOW AND DOOR HEADERS SHALL BE INSULATED WITH A MINIMUM R-10 INSULATION. 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Each dwelling unit In a residential building shall comply with sufficient options from Table R406.2 (fuel wi minimum number of credits) to achieve the following and Table 406.3 ever e normalization credits) B ( gY ) credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building gair leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in #1 or #3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. summary of Table R406.2 and 406.3 Heating' I Credits - select ONE User Notes ;O tions; Fuel Normalization Descriptions ( heating option 1 i Combustion heating minimum NAECAb 0.0 ❑ 1 2 �Heatpump .0 ❑ -- - -- 3 Electric resistance beat only - furnace or zonal -1.0 ❑ 1 4 1 nHP with zonal electric resistance net option 3.4 0.5 I r_m Energy Energy Credit Option Descriptions ,Options ' 1.1 'u1.2 Efficient Building Envelope 1.3 Efficient Building Envelope - 1A Efficient Building Envelope 1.5 Efficient Building Envelope - 1.6 Efficient Building Envelope_ 2�1.7 Efficient Building Envelope eakage Control and Efficient Ventilation ' 2.2 1AIr Leakage Control and Efficient Ventilation 2.3 Air Leakage Control and Efficient Ventilation 2.4 Air Leakage Control and Efficient Ventilation 3.11 High Efficiency HVAC 3.2 High Efficiency HVAC l 3.3- ' High Efficiency HVAC 3.4 !High Efficiency HVAC 3.5.1, High Efficiency HVAC 3.5.2 !High Efficiency HVAC 3.6 High Efficiency HVAC 4.1 i High Efficiency HVAC Distribution System 4.2 High Efficiency HVAC Distribution System Prescriptive Path - Single Family energy option from each cate ory d 0.5 ❑ 1.0 ❑ ❑ p ❑ - ❑ ❑ - 0 -- 0.5 1.0 . - 2.0 - 30 OS 0.5 1.0 ❑ ❑ ❑ - 0.- _r-- ❑ ❑ ❑ ❑ ❑ 1.5 z.0 1.0 1.0 1.5 r 1.5 1.5 z.0 0.5 13 1.0 ❑ 2018 Washington State Energy Code-R 2 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Summary of Table R406.2 (cont.) ' j Energy ` Credits - select ONE Energy Credit Option Descriptions (cunt.) energy option from i User Notes O 5.1 ns each cat rYa_ P -1 a IEfficientWaterHeating 0.5 5.2�Efficient Water Heating 0.5 0 5.3_;Efficient Water Heating _ 1.0_ __❑___ t5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating _ 2.0 ❑ 5 6_ Efficient Water Heating 2.5 ❑ I 6-1e Renewable Electric Energy (3 credits max) 1.0 , 7. ppliance Package ___ _ 0.5 TomJtntdhs 3.0 �� , a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3-2(2) d. You cannot select more than one option from any category EXCEPT in category S. Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. t. Use the single radiobutton in the upper right of the second column to deselect radtobuttons in that group. OT INDICATES SAFETY GLAZING SEE PLANS FOR WINDOWS AND DOORS WITH SAFETY GLAZING. SEE PLANS AND ELEVATIONS FOR SWING OF DOORS AND WINDOWS. O OT ENERGY CREDIT OPTIONS: 25. 3.0 ENERGY CREDITS ARE REQUIRED AS PER THE 2018 WASHINGTON STATE ENERGY CODE FOR AN ADDITION TO AN EXISTING BUILDING THAT IS GREATER THAN 500 SQ.FT. OF HEATED FLOOR AREA, BUT LESS THAN 1,500 SQ. FT. HEAT PUMP FOR HEATING OPTION 2 SATISFIES 1 ENERGY CREDIT. EFFICIENT BUILDING ENVELOPE AS PER OPTION 1.3 SATIFIES 0.5 CREDITS, VERTICAL FINESTRATION U=0.28, SLAB ON GRADE, R-10 FULL SLAB, R38 FLOOR; WATER HEATING SYSTEM INCLUDING AN ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER I OF NEEA'S ADVANCED WATER HEATING SPECIFICATION, SATISFIES 1.5 ENERGY CREDITS. Window Skylight and Door Schedule Project information ELLIOTT RESIDENCE 23422 74TH AVENUE WEST EDMONDS WASHINGTON 98026 Ref. U-factor Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) IF 10.25 Vertical Fenestration (Windows and doors) Component Contact Information JERI HJERT-BERNARDI 9228 39TH AVENUE SOUTH SEATTLE, WASHINGTON 98118 Width Height Qt. Feet Inch Feet Inch Area UA 0.01 0.00 F 5 ° 3 id 15.0 3.75 uescrl TIOn KeT. U-Tacior PELLA PROLINE LOW-E ARGON A 0.25 " B 0.25 " C 0.25 " D 0.25 " G 0.25 " El, I 10.25 " tempered in.25 Width Height (fit FPPt Inch FPPt Inch =MEMO MMEME MMEME ©MEMO MMEME MMEME =ME=® =MEMO =MEMO =MEMO =MEMO =MEMO =MEMO =MEMO =MEMO =MEMO =MEMO =MEMO =MEMO =MEMO =MEMO =MEMO =MEMO =MEMO =MEMO MMEME =MEMO =MEMO =MEMO =MEMO ==EM■ =MEMO =MEMO =MEMO =MEMO Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Overhead Glazing (Skylights) Component Width Height Description Ref U-factor Qt. Feet Inch Feet Inch 2' diameter skylight 0.50 1 2 ° 2 0 Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UAJArea Total Sum of Fenestration Area and UA (for heating system sizing calculations) Area UA ®I II z • 1 • �I I III II III II III II III 1 1 I f• II III II III II III II III If if• 1 1 I f• II III II III II III 1 1 III If if• If If• II III II III f1 III � II III II III II III II III 1 1 • •• f 1 1 1• II III II III II III Area UA 4.0 2.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 4.01 2.00 0.50 235.51 59.88 blm le Heating sY� em size: wasnln ton state Thisheating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code WSEC and ACCA 9 Y 9 P q 9 9Y ( ) Manuals J and S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please complete the green drop -downs and boxes that area applicable to our project. As you make selections in the drop -downs for each section some P 9 p Pp Y P l Y P values will be calculated for you. If you do not see the selection you need in the drop -down options, please contact the WSU Energy Program at energycode@energy.wsu.edu or (360) 956-2042 for assistance. Project Information Contact Information ELLIOTT RESIDENCE JERI HJERT-BERNARDI 23422 74TH AVENUE WEST 9228 39TH AVENUE SOUTH EDMONDS, WASHINGTON 98026 SEATTLE, WASHINGTON Heating System Type: O All other Systems Heat Pump To see detailed instructions for each section, place your cursor on the Word 'Instructions" Design Temperature Instructions Design Temperature Difference (AT) 46 Edmonds AT = Indoor (70 degrees) - C)Udoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 649 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 9.8 6,360 Glazing and Doors U-Factor X Area = UA Instructions - I u-oze � hil 0.280 236 65.94 Skylights U-Factor X Area = UA Instructions 0.50 ® 2.00 Insulation Attic U-Factor X Area = UA Instructions R 49 I 0.026 173 4.50 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions R-49 Advanced J 0.020 124 2.48 Above Grade Walls (see Figure 1) U-Factor X Area UA Instructions I L- R-21 Intermediate � 0.056 881 I 49.34 Floors U-Factor X Area UA instructions R-38 � 0.025 432 10.80 Below Grade Walls (see Figure 1) U-Factor X Area UA Instructions 0.042 366 15.37I R-21 Interior W Slab Below Grade (see Figure 1) F-Factor X Length UA Instructions 0.556 80 44.48 R-13 int plus R-5 ci W Slab on Grade (see Figure 1) F-Factor X Length UA Instructions Select R-Value � No selection 0 --- Location of Ducts Instructions j Duct Leakage Coefficient Unconditioned Space - 1 1.10 Sum of UA 194.91 Envelope Heat Load 8,966 Btu / Hour Figure 1. Sum of UA x AT Air Leakage Heat Load 3,160 Btu / Hour Volumex 0.6xATxO.018 AboveGrade Building Design Heat Load 12,125 Btu/Hour Air leakage + enw1ope heat foss Building and Duct Heat Load 13,338 Btu/Hour Ducts in unconditioned space: sum of building heat lass x 1.10 Duds in conditioned space: sum of building heat loss x 1 Maximum Heat Equipment Output 18,673 Btu/Hour Buildinq and duct heat loss x 1.40 for forced air furnace Buildinq and duct heat loss x 1.25 forheat pump (07/01J13) U. O N w o U 00 Z ICY) � Z 0 w O w i�: � Of � z _ � w � C:) Q < o z w � U) >_ o O 2E N O - w N 0 M < c--,i LLJ W � HJERT-■ ARCHITECTERNARDI 922839THAVENUE , SEATTLE, 1 98118 0• • • CONTRACTOR NOTICE: CONTRACTOR (SUB- CONTRACTORS) SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMMISIONS, OR DISCREPENCIES BEFORE BEGINNING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. THE CONTRACTOR (SUB -CONTRACTORS) SHALL BE RESPONSIBLE TO VERIFY THAT ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES AND SHALL NOTIFY THE ARCHITECT OF ANY DEVIATION. PROJECT NO. BLD2023-0103 DATE: 1/6/2023 REVISIONS: 3/24/2023 4/24/2023 GLAZING SCHEDULE WSEC FORMS A5001 GENERAL NOTES: 1. THE CONTRACTOR (SUB -CONTRACTORS) SHALL BE RESPONSIBLE TO VERIFY THAT ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORGINANCES. 2. THE CONTRACTOR (SUB -CONTRACTOR) SHALL VERIFY ALL DIMENSIONS GIVEN, EXISTING GRADES AND CONDITIONS AT THE JOB SITE AND SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT IN WRITING OF ANY DIMENSIONAL ERRORS, OMMISIONS, OR DISCREPENCIES BEFORE PRECEEDING WITH CONSTRUCTION OR BEGINNING OR FABRICATING ANY WORK. 3. THE CONTRACTOR (SUB -CONTRACTOR) SHALL CONSULT PLANS OF ALL TRADES AND PROVIDE FOR PIPING, CONDUITS, EQUIPMENT AND SHALL VERIFY SIZE AND LOCATION OF OPENINGS THRU FLOORS AND WALLS WITH OTHER TRADES. CONTRACTOR (SUB -CONTRACTOR) SHALL PROVIDE ACCESS DOORS, FURRING, CURBS, ANCHORS, INSERTS, ROUGH BUCKS AND BACKING FOR SURFACE MOUNTED ITEMS. 4. THE CONTRACTOR (SUB -CONTRACTOR) SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED BY HIMSELF OR OTHERS. 5. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 6. REPETITIVE FEATURES MAY BE DRAWN ONLY ONCE AND REMAIN AS IF DRAWN IN FULL. 7. THE CONTRACTOR (SUB -CONTRACTORS) SHALL BE RESPONSIBLE FOR ALL PERMITS AND INSPECTIONS REQUIRED FOR THE PERFORMANCE OF THE WORK. 8. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTEN DIRECTIONS. 9. THE CONTRACTOR SUB -CONTRACTORS SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (SUB -CONTRACTOR) TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR (SUB -CONTRACTOR) SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. 11. CONTRACTOR SUB -CONTRACTORS SHALL INDIVIDUALLY WARRANT FOR ONE YEAR ALL MATERIALS AND WORKMANSHIP. UNLESS OTHERWISE AGREED UPON. 12. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BE LEFT IN A "BROOM CLEAN" CONDITION AT ALL TIMES. 13. SEE PLANS FOR LOCATIONS OF ROUGH -IN FOR ALL SANITARY AND FOOD SERVICE LOCATIONS OF STUBS AND SLEEVES. EXACT LOCATION OF SLEEVES FOR INCOMING SERVICES TO BE DETERMINED BY SITE CONDITIONS. 14. THE CONTRACTOR (OR SUB -CONTRACTOR) SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL EPA REQUIREMENTS. 15. ALL WINDOW AND DOOR SIZES SHOWN ON DRAWINGS ARE ACTUAL DIMENSIONS, NOT ACTUAL ROUGH -IN DIMENSIONS. THE CONTRACTOR SHOULD VERIFY ACTUAL ROUGH -IN DIMENSIONS FOR ALL DOORS AND WINDOWS. fi [a 3 9I_14 111111 1011 :1 N r•1:4 sI.1.1:b1_l V : &l6W(:I4A : XeW110 14 *&Y•S 1:1:1 Wi9 69 :8 0 [•] I :1 93 17. DIMENSIONS ARE GIVEN FROM FINISHED SURFACES. 19. EMERGENCY EGRESS AND RESCUE OPENINGS REQUIRED EMERGENCY EGRESS AND RESCUE OPENING SHALL BE OPERATIONAL FROM THE INSIDE WITHOUT THE USE OF KEYS OR TOOLS, HAVE A MINIMUM NET OPENING AREA OF 5.7 SQ. FT. AND MINIMUM DIMENISIONS OF 24". AT LEAST ONE OPENING SHALL BE PROVIDED FROM EVERY SLEEPING ROOM AND FROM BASEMENTS WITH HABITABLE SPACE. THE OPENING PROVIDED MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE THE FLOOR. WHERE AN OPENING HAS A FINISHED SILL HEIGHT BELOW THE ADJACENT GROUND ELEVATION, A WINDOW WELL MUST BE PROVIDED WITH A MINIMUM HORIZONTAL AREA OF 9 SQ. FT., MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36" ALLOWING FOR THE OPENING OF THE EMERGENCY EGRESS TO BE FULLY OPENED. NOT LESS THAN ONE EXIT DOOR, 3' IN WIDTH AND 6-8" IN HEIGHT SHALL BE PROVIDED 20. SAFETY GLAZING SHALL BE REQUIRED IN THE FOLLOWING CIRCUMSTANCES: GLAZING IN SWINGING DOORS, AND IN ANY OPERABLE OR FIXED PANEL WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND IS LESS THAN 60" ABOVE THE FIN. FLOOR; IN ENCLOSURES FOR TUBS, SHOWERS AND WHERE THE BOTTOM OF ANY GLAZED AREA IN A SURROUNDING WALL IS LESS THAN 60" ABOVE THE FIN. FLOOR; GLAZING ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD. GLAZING IN FIXED OR OPERABLE PANELS, MEETING ALL OF THE FOLLOWING - THE EXPOSED AREA OF THE INDIVIDUAL PANE IS GREATER THAN 9 SQ. FT. THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE FIN. FLOOR THE TOP EDGE IS GREATER THAN 36" ABOVE THE FIN. FLOOR ONE OF MORE WALKING SURFACES IS WITHIN 36" HORIZONTALLY OF THE GLAZING AS PER R312.2.1, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW, AND THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW IS LESS THAN 24" ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED, THE WINDOW SHALL HAVE OPENABLE SECTIONS THAT DO NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE. 21. ONE SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM AND IN THE IMMEDIATE VICINITY OF EACH, WITH AT LEAST ONE SMOKE DETECTOR INSTALLED ON EACH FLOOR OF THE DWELLING. ALL SMOKE DETECTORS ARE TO BE HARD -WIRED AND INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. ALARMS MUST BE AUDIBLE OVER BACKGROUND NOISE AND WITH DOORS CLOSED. SMOKE ALARMS MUST RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING, BUT IN THE CASE OF INTERRUPTION OF POWER, THEY SHALL RECEIVE POWER FROM A BATTERY. 22. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND ON EACH LEVEL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. CARBON MONOXIDE DETECTION SYSTEMS AS PER IRC 315.2 THAT INCLUDES CARBON MONOXIDE DETECTION AND AUDIBLE NOTIFICATION APPLIANCES, INSTALLED AND MAINTAINED IN ACCORDANCE WITH THIS SECTION AND NFPA 720-2012 SHALL BE PERMITTED. THE CARBON MONOXIDE DETECTOR SHALL BE LISTED AS COMPLYING WITH UL2075. WHERE A HOUSEHOLD CARBON MONOXIDE SYSTEM IS INSTALLED, IT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY. 23. A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE MUST BE PERMANENTLY POSTED WITHIN 3 FEET OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. A BUILDING AIR LEAKAGE TEST DEMONSTRATING THE SPECIFIC LEAKAGE AREA IS </= 0.00030 IS REQUIRED PRIOR TO THE FINAL INSPECTION. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE. 24. U VALUES AND R VALUES AS PER WASHINGTON STATE ENERGY CODE 2018: U VALUES AND R VALUES AS PER WASHINGTON STATE ENERGY CODE 2018: CLIMATE ZONE 5 and MARINE 4, TABLE R402.1.1 and R402.1.3. GLAZING DOOR RAFTER/JOIST WALLS WALLS FLOOR OVER SLAB CEILINGS ABOVE BELOW UNHEATED ON GRADE GRADE SPACE GRAD VERT. VERHE D R-10 Cl EXTERIOR OR INT. R-15 Cl INTERIOR OR R-5 CI+R-13 BATT OR U or R-FACTOR U=0.28 U=0.50 =0.3 R-49 R-21 R-38 * R-10 R-21 BATT W/ TB @ SLAB FLAB EQUIVALENT U=0.28 U=0.50 =0.3 0.026 0.056 0.042 0.029 N/A U-FACTOR ALL FINESTRATION SHALL BE NFRC CERTIFIED. * TO SATISFY THE ENERGY CODE OPTIONS ALL FINESTRATION SHALL BE NFRC CERTIFIED. TB REFERS TO A THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. FIBERGLASS BATT INSULATION OR RIGID INSULATION SHALL BE PROVIDED FOR ALL AREAS AS REQUIRED IN THE TABLE. EXTERIOR WALLS BELOW GRADE TO HAVE R-10 INSULATION. ALL HEADERS TO HAVE R-10 INSULATION. ALL EXTERIOR OPENINGS TO BE FULLY CAULKED AND WEATHERSTRIPPED ALL ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETE FLOORS SHALL BE PLACED ON AN INCOMPRESSIBLE, INSULATED SURFACE WITH A MINIMUM THERMAL RESISTANCE OF R-10. WASHINGTON STATE ENERGY CODE (WESC) - ENERGY CODE COMPLIANCE: THE PROJECT WILL MEET THE REQUIREMENTS OF THE ENERGY CODE WITH ALL CONSTRUCTION COMPLYING WITH THE APPLICABLE PRESCRIPTIVE APPROACH OF THE WESC. THE PROJECT IS R3 OCCUPANCY. CONSTRUCTION IS WOOD FRAME, TYPE VB. ALL BUILDING COMPONENTS WILL MEET THE REQUIREMENTS LISTED IN OPTION II TABLE 402.1.1. THE PROJECT WILL MEET ALL OTHER PROVISIONS OF THE WESC AND VIAQ. 25. 3.0 ENERGY CREDITS ARE REQUIRED AS PER THE 2018 WASHINGTON STATE ENERGY CODE FOR AN ADDITION TO AN EXISTING BUILDING THAT IS GREATER THAN 500 SQ. FT. OF HEATED FLOOR AREA, BUT LESS THAN 1,500 SQ. FT. EFFICIENT BUILDING ENVELOPE OPTION 1.4 SATISFIES 1.0 ENERGY CREDITS: VERTICAL FINESTRATION 0.25, WALLS R-21 + R-4 C.I., FLOOR R-38, BASEMENT WALL R-21 INT PLUS R-5 Cl, SLAB ON GRADE, R-10 UNDER FULL SLAB BELOW GRADE. DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM AS PER OPTION 3.4 SATISFIES 1.5 ENERGY CREDITS; ZONAL CONTROL IN HOMES WHERE THE PRIMARY SPACE HEATING CONTROL SYSTEM IS ZONAL ELECTRICAL HEATING A DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF 10.0 SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE HOUSING UNIT. WATER HEATING OPTION 5.2 SATISFIES 0.5 ENERGY CREDITS; THE WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING, ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF 0.80. 26. MAXIMUM PERMISSIBLE ENVIRONMENTAL NOISE LEVELS AS PER CODE, RCW 70.107, REVISED CODE OF WASHINGTON, CHAPTER 173-60 WAC, WASHINGTON ADMINISTRATION CODE: REFER TO WAC 173.60.040 (2) (a) FOR MAXIMUM NOISE LIMITATION IN CLASS A (RESIDENTIAL) NOISE SOURCE IS EQUAL TO 55 dBA 2 b THE NOISE LIMITATION SHALL BE REDUCED BY 10dBA DURING THE HOURS OF 10:00 pm and 7:00a FOR THE RECEIVING PROPERTY WITHIN CLASS A RESIDENTIAL (2) (c) AT ANY HOUR OF THE DAY OR NIGHT THE APPLICABLE NOISE MAY BE EXCEEDED FOR ANY RECEIVING PROPERTY BY NO MORE THAN (i) 5dBA FOR A TOTAL OF 15 MINUTES IN AN HOUR PERIOD; (II) 10dBA FOR A TOTAL OF 5 MINUTES IN ANY ONE -HOUR PERIOD; (III) 15Dba FOR A TOTAL OF 1.5 MINUTES IN A ONE -HOUR PERIOD. 27. THE 2015 IBC IS USED FOR STRUCTURAL AND THE 2015 IRC IS USED FOR ARCHTECTURAL. 2015 WASHINGTON STATE ENERGY CODE (WESC) 28. WHOLE HOUSE VENTILATION: PER TABLE M1507.3.3(1) - 1-2 BEDROOMS, 1500 - 3000 SQ. FT., REQUIRES AN AIRFLOW IN CFM = 75. PER TABLE M1507.3.3(2) - INTERMITTANT WHOLE -HOUSE MECHANICAL VENTILATION RATE FACTORS RESULT IN A FACTOR OF 2 FOR A FAN RUNNING 50% OF THE TIME IN EACH 4 HOUR PERIOD. 75 X 2 = 150 CFM RUNNING 2 HOURS OF EACH 4 HOUR PERIOD OF TIME. CONTROLS SHALL BE READILY ACCESSIBLE BY THE OCCUPANT. INSTRUCTIONS SHALL BE PROVIDED TO THE OCCUPANT BY THE INSTALLER OF THE WHOLE HOUSE VENTILATION SYSTEM. CONTROLS SHALL BE CAPABLE OF OPERATING THE WHOLE SYSTEM WITHOUT ENERGIZING OTHER ENERGY CONSUMING APPLIANCES. A LABEL SHALL BE AFFIXED TO THE CONTROLS THAT READS "WHOLE HOUSE VENTILATION - SEE OPERATING INSTRUCTIONS". INTERMITTENT WHOLE HOUSE VENTILATION SYSTEMS SHALL COMPLY WITH THE FOLLOWING: THEY SHALL BE CAPABLE OF FUNCTIONING INTERMITTENTLY OR CONTINUOUSLY THEY SHALL BE DESIGNED SO THAT THEY CAN OPERATE AUTOMATICALLY BASED ON THE TYPE OF OF CONTROL TIMER. AT THE TIME OF THE FINAL INSPECTION THE AUTOMATIC CONTROL SHALL BE SET TO OPERATE THE WHOLE HOUSE FAN ACCORDING TO THE SCHEDULE USED TO CALCULATE THE WHOLE HOUSE FAN SIZING. FAN FLOW RATING AND FAN NOISE ARE DETERMINED ACCORDING TO HVI 916 HOME VENTILATING INSTITUTE AIRFLOW TEST PROVIDING A FLOW RATING AT 0.25" WATER GAUGE, OR AMA 210 LABORATORY METHODS OF TESTING FANS FOR CERTIFIED AERODYNAMIC PERFORMANCE RATE. 29. PRESCRIPTIVE SUPPLY FAN DUCT SIZING PER TABLE M1507.3.6.2: 50 CFM FANS ARE REQUIRED FOR BATHROOMS AND LAUNDRY ROOMS, 100 CFM FANS FOR KITCHENS. SPECIFIED VOLUME MIN. SMOOTH DUCT DIA. MIN. FLEXIBLE DUCT DIA. 50 - 90 CFM 4 INCH 5 INCH 90 - 150 CFM 5 INCH 6 INCH 150 - 250 CFM 6 INCH 7 INCH 30. OUTDOOR AIR INLETS SHALL PROVIDE NOT LESS THAN 4 SQ. IN. OF NET FREE AREA OF OPENING FOR EACH HABITABLE SPACE. 31. OUTDOOR AIR SHALL BE PROVIDED TO EACH HABITABLE SPACE BY INDIVIDUAL AIR INLETS AS PER IBC M1507.3.4 (4) THE OUTDOOR AIR INLETS MAY INCLUDE GRILLS, VENTS, WINDOW FRAME TRICKLE VENTS, DOORS CUT 1/2" ABOVE THE SURFACE OF A FINISH FLOOR COVERING PROVIDED THAT THE OPENINGS BE PROTECTED SO AS NOT TO COMPROMISE THE THERMAL INTEGRITY OF THE WALL. OUTDOOR AIR INLETS SHALL PROVIDE NOT LESS THAN 4 SQ. IN. OF NET FREE AREA OF OPENING FOR EACH HABITABLE SPACE. OUTDOOR AIR INLETS SHALL NOT BE CLOSER THAN 10 FT. FROM APPLIANCE VENT OUTLETS UNLESS THE VENT IS 3 FT. ABOVE THE AIR INLET; WHERE THE INLET WOULD PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS; IN A HAZARDOUS OR UNSAFE LOCATION; IN A SPACE HAVING ANY FUEL -BURNING APPLIANCES; OR CLOSER THAN THAN 10 FT. FROM A VENT OPENING FOR A PLUMBING DRAIN SYSTEM, UNLESS THE VENT IS 3 FT. ABOVE THE AIR INLET. 32. AIR BARRIER AND INSULATION INSTALLATION SHALL BE PROVIDED AS PER TABLE R402.4.1.1.: ALL CAVITIES IN THE THERMAL ENVELOPE SHALL BE FILLED WITH INSULATION; CORNERS AND HEADERS, RIM JOISTS OR ANY VOID SPACES SHALL ALSO HAVE INSULATION. THE JUNCTION OF THE SILL PLATE AND FOUNDATION, THE TOP PLATE AND TOP OF THE EXTERIOR WALL THE SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING, KNEE WALLS, DUCT SHAFTS AND UTILITY PENETRATIONS, FLUE SHAFTS OPENING TO THE EXTERIOR, HVAC REGISTER BOOTS SHALL ALL BE SEALED. 33. DUCT TESTING FOR NEW CONSTRUCTION AND ADDITIONS AS PER SEC R403.2.2 DUCT LEAKAGE SHALL BE TESTED PER WSU RS-33. A COPY OF THE "DUCT LEAKAGE AFFIDAVIT FOR NEW CONSTRUCTION" SHALL BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO APPROVAL OF THE FINAL INSPECTION. 34. BLOWER DOR TESTING AS PER WSEC R402.1.2: AIR LEAKAGE SHALL NOT EXCEED 5 AIR CHANGES / HOUR, AND SHALL BE TESTED ACCORDINGLY. A WRITTEN REPORT OF THE TEST RESULTS, SIGNED BY THE TESTING PARTY, SHALL BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO APPROVAL OF THE FINAL INSPECTION. 35. INSULATION CERTIFICATE FOR RESIDENTIAL CONSTRUCTION AS PER WSEC R401.3: THE CONTRACTOR SHALL COMPLETE AND POST AN "INSULATION CERTIFICATE FOR RESIDENTIAL CONSTRUCTION" WITHIN T OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. VENTILATION SHALL BE PROVIDED FOR ENCLOSED ATTIC SPACES AND RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED TO THE UNDERSIDE OF THE ROOF FRAMING MEMBERS. CROSS VENTILATION SHALL BE PROVIDED FOR EACH SEPARATE SPACE, A MINIMUM OF 1" AIRSPACE SHALL BE PROVIDED BETWEEN INSULATION AND ROOF 36. SHEATHING. A NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED WITH 50% OF THE REQUIRED VENTILATING AREA LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED, AT LEAST 3 FEET ABOVE THE CORNICE OR EAVE VENTS. OPENING SHALL BE COVERED WITH CORROSION -RESISTANT WIRE CLOTH SCHREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS A MIN. OF 1/8" AND NOT EXCEEDING 1/4". ATTIC SPACES SHALL BE PROVIDED WITH OPENINGS NOT LESS THAN 20" X 30". A MINIMUM CLEAR HEADROOM OF 30 INCHES SHALL BE PROVIDED DIRECTLY ABOVE ANY OPENING. 37. VENTILATION SHALL BE PROVIDED FOR ALL CRAWL SPACES WITH A NET FREE VENTILATING AREA NOT LESS THAN 1 SQ. FT. FOR EVERY 150 SQ. FT. OF UNDER -FLOOR SPACE AREA, WITH ONE SUCH OPENING LOCATED WITHIN 3 FT. OF EACH CORNER OF THE BUILDING. VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH ANY OF THE FOLLOWING: HARDWARE CLOTH OF 0.0351NCH (0.89MM) WIRE OR HEAVIER; CORROSION -RESISTANT WIRE MESH WITH THE DIMENSION BEING 1/8" (3.2MM); OR OTHER APPROVED IN SECTION R408 OF THE IRC 2006 EDITION. A 24" X 30" ACCESS SHALL BE PROVIDED TO ALL CRAWL SPACES. KY3! I IC3:1 111MA :101III IA111L•PI_121 rlaA_\1I0[c3 A MINIMUM OF 100% OF ALL PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. VENTILATION SHALL COMPLY WITH THE SEATTLE RESIDENTIAL CODE. HABITABLE ROOMS SHALL BE PROVIDED WITH AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8% OF THE TOTAL FLOOR AREA OF SUCH ROOMS. THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE ARTIFICIAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES (65 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. FOR THE PURPOSE OF DETERMINING LIGHT REQUIREMENTS, ANY ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON WALL IS OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN ONE -TENTH OF THE FLOOR AREA OF THE INTERIOR ROOM, BUT NOT LESS THAN 25 SQ. FT. BATHROOMS WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AN AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQ. FT., ONE HALF OF WHICH MUST BE OPENABLE. STAIRWAY ILLUMINATION: ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS INCLUDING THE LANDINGS AND TREADS. FOR INTERIOR STAIRS THE ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO NOT LESS THAN 1 FOOT-CANDLE (11 LUX) MEASURED AT THE CENTER OF TREADS AND LANDINGS. EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. AN ARTIFICIAL LIGHT SOURCE IS NOT REQUIRED AT THE TOP AND BOTTOM LANDING, PROVIDED AN ARTIFICIAL LIGHT SOURCE IS LOCATED DIRECTLY OVER EACH STAIR SECTION. LIGHT ACTIVATION - WHERE LIGHTING OUTLETS ARE INSTALLED IN INTERIOR STAIRWAYS, THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHTING OUTLET WHERE THE STAIRWAY HAS SIX OR MORE RISERS. THE ILLUMINATION OF EXTERIOR STAIRWAYS SHALL BE CONTROLLED FROM INSIDE THE DWELLING UNIT. REQUIRED GLAZED OPENINGS SHALL OPEN DIRECTLY ONTO A STREET OR PUBLIC ALLEY, OR A YARD OR COURT LOCATED ON THE SAME LOT AS THE BUILDING. REQUIRED HEATING: EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FAHRENHEIT AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS, BATHS AND TOILET ROOMS. PORTABLE SPACE HEATERS SHALL NOT BE USED TO ACHIEVE COMPLIANCE WITH THE CODE. NO USED SOLID -FUEL -BURNING DEVICE SHALL BE INSTALLED IN NEW OR EXISTING BUILDINGS UNLESS SUCH DEVICE IS UNITED STATES ENVIRONMENTAL PROTECTION AGENCY CERTIFIED. 39. FACTORY BUILT FIREPLACES FACTORY BUILT FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE INSTALLLED IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING. THEY SHALL BE TESTED IN ACCORDANCE WITH UL 127. FACTORY BUILT CHIMNEYS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. CHIMNEYS TO BE USED WITH FACTORY -BUILT FIREPLACES SHALL COMPLY WITH THE REQUIREMENTS OF UL 127. WHERE FACTORY -BUILT CHIMNEYS ARE SUPPORTED BY STRUCTURAL MEMBERS, SUCH AS JOISTS AND RAFTERS, THOSE MEMBERS SHALL BE DESIGNED TO SUPPORT THE ADDITIONAL LOAD. FACTORY -BUILT FIREPLACES SHALL BE EQUIPPED WITH AN EXTERIOR AIR SUPPLY TO ASSURE PROPER FUEL COMBUSTION UNLESS THE ROOM IS MECHANICALLY VENTILATED AND CONTROLLED SO THAT THE INDOOR PRESSURE IS NEUTRAL OR POSITIVE. EXTERIOR COMBUSTION AIR DUCTS FOR FACTORY -BUILT FIREPLACES SHALL BE A LISTED COMPONENT OF THE FIREPLACE AND SHALL BE INSTALLED ACCORDING TO THE FIREPLACE MANUFACTURER'S INSTRUCTIONS. 40. ELECTRICAL RECEPTACLE OUTLETS SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACES IS MORE THAN 6 FEET, MEASURED HORIZONTALLY, FROM AN OUTLET IN THAT SPACE, INCLUDING ANY SPACE 2 FEET OR MORE IN WIDTH. OUTLET BOXES ON OPPOSITE SIDE OF THE WALL SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. PROVIDE A WALL MOUNTED GFCI PROTECTED RECEPTACLE WITHIN 36" OF THE GFCI BATHROOM SINKS. PROVIDE GFCI PROTECTION FOR RECEPTACLES WITHIN 6' OF ALL OTHER SINKS OR BASINS. ALL CIRCUITS SUPPLYING RECEPTACLE OUTLETS IN BEDROOMS SHALL BE AFCI PROTECTED. STEEL ELECTRICAL BOXES MAY BE INSTALLED IF NO BOX HAS AN AREA IN ACCESS OF 16 SQ. IN., AND THE TOTAL AREA OF SUCH OPENINGS DOES NOT EXCEED 100 SQ. IN. FOR ANY 100 SQ. FT. OF WALL AREA. OUTLET BOXES ON OPPOSITE SIDES OF THE WALL SHALL BE SEPARATED AS FOLLOWS: BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 IN; BY A HORIZONTAL DISTANCE OF NOT LESS THAN THE DEPTH OF THE WALL CAVITY WHEN THE WALL; CAVITY IS FILLED WITH CELLULOSE LOOSE -FILL, ROCKWOOL OR SLAG MINERAL WOOL INSULATION; OR BY SOLID FIRE BLOCKIING AS PER SECTION R602.8.1; OR BY PROTECTING BOTH OUTLET BOXES BY LISTED PUTTY PADS; OR BY OTHER LISTED MATERIALS AND METHODS. CAULK, TAPE AND SEAL ALL INTERIOR AND EXTERIOR WALLS, INCLUDING MECHANICAL AND ELECTRICAL PENETRATIONS, IN RATED WALLS AS REQUIRED TO PROVIDE A SOUND -PROOF, WATERPROOF ENCLOSURE. WHERE MECHANICAL AND ELECTRICAL PENETRATES RATED WALLS, SEAL TO COMPLY WITH CODE REQUIREMENTS. 41. MOISTURE CONTROL: VAPOR BARRIERS SHALL BE INSTALLED ON THE INTERIOR OR WARM IN WINTER SIDE OF THE BUILDING ENVELOPE. ALL PLUMBING, ELECTRICAL AND HVAC PENETRATIONS IN FLOORS, WALL AND CEILINGS SHALL BE CAULKED AND SEALED WITH SEALANTS APPROVED FOR THESE LOCATIONS. ELECTRICAL OUTLET AND LIGHT SWITCH BOXES ON EXTERIOR WALLS SHALL BE SEALED AT THE BACK OF THE RECEPTACLE WITH A FACE -PLATE GASKET. SOLE -PLATE SHALL BE GLUED OR CAULKED TO SUBFLOOR. CAULK, SEAL RIM JOISTS BETWEEN STORIES. ALL SEALANTS AND GLUES SHALL BE APPROVED FOR EACH SPECIFIC LOCATION AND APPLICATION. APPROVED FLASHING SHALL BE INSTALLED AT ALL DOOR AND WINDOW HEADS, DOOR SILLS, WALL TO DECK CONNECTIONS, ROOF VALLEYS, ROOF RAKE AND EAVE EDGES, CHIMNEY CAPS, AND AT WALL AND ROOF PENETRATIONS. REVIEW ALL FLASHING SOLUTIONS WITH ARCHITECT PRIOR TO INSTALLATION. 42. FLASHING: APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN SUCH A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE; AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS; UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS; CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM; WHERE EXTERIOR PORCHES, DECK OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD - FRAME CONSTRUCTION; AT WALL AND ROOF INTERSECTIONS; AT BUILT-IN GUTTERS. GENERAL FLASHING NOTES: ALL FLASHING SYSTEMS SHALL CONFORM WITH APPLICABLE CODES AND SMACNA STANDARDS. ALL MATERIALS USED SHALL BE APPROVED FOR SUCH USE. ALL METALS USED SHALL BE OF APPROPRIATE COMPOSITION AND THICKNESS. ALL FLASHING FABRICATION SHALL BE PERFORMED BY A SMACNA APPROVED PROFESSIONAL CONTRACTOR / FABRICATOR. ALL FLASHINGS SHALL BE REVIEWED AND APPROVED BY THE PROJECT ARCHITECT PRIOR TO FABRICATION. ALL SOLDERED JOISTS SHALL BE PROTECTED PRIOR TO FLASHING INSTALLATION. DOOR AND WINDOW HEAD FLASHING FLASHING EXTENDS UP THE WALL A MINIMUM OF 4 INCHES AND BEYOND THE OPENING OF A MINIMUM OF 4 INCHES EACH SIDE. FLASHING SHALL EXTEND OUT OVER FRAME OF WINDOW OR DOOR TRIM WITH A SLOPED SECTION HAVING END DAMS AND CONTINUE DOWN THE FACE OF FRAME OR TRIM A MINIMUM OF 1 INCH. FLASHING SHALL TERMINATE WITH A CLEAT OR HEMMED DRIP EDGE. ALL FLASHING SHALL BE BENT OR SOLDERED AT ALL INTERSECTIONS. ONE LAYER OF SELF ADHERING FLASHING SHALL PRECEDE THE INSTALLATION OF METAL FLASHING LAPPING WINDOW FLANGE OR DOOR FRAME AND EXTEND ABOVE THE TOP OF METAL FLASHING 1 INCH AND BEYOND THE SIDES OF THE METAL FLASHING BY 1 INCH. ONCE METAL FLASHING HAS BEEN INSTALLED A SECOND LAYER OF SELF ADHERING FLASHING SHALL BE APPLIED. THIS FLASHING SHALL LAP METAL FLASHINGING A MINIMUM OF 3 INCHES AND LAP UP THE WALL 3 INCHES AND 3 INCHES BEYOND EACH SIDE. l lTWTf 17 I_U :I & Kql 2 *1111111 ell 2 LH J_1 V :1:Z•1:L1» :Z•1,v/ q 9] R•11b9:Vi9 :7_1 2&i : 01111 Mil' 1 :1 01=3 = G1» 4 I :1 mi C•71:14 *M 1=1:31:+1 N DOOR AND WINDOW JAM FLASHING: JAMB FLASHING SHALL BE MADE UP ON SELF ADHERING FLEXIBLE FLASHING. THIS SHALL TUCK UNDER HEAD FLASHING ABOVE AND OVER SILL FLASHING BELOW. JAM FLASHING WILL LAP OVER THE EXTERIOR FACE OF THE WALL A MINIMUM OF 2 INCHES (OVER TWO LAYERS OF BUILDING PAPER AND ONE LAYER OF UN -ADHESIVE FLEXIBLE FLASHING HAVING A MINIMUM WIDTH OF 9 INCHES.) AT WINDOWS A SECOND LAYER OF SELF ADHERING FLEXIBLE FLASHING SHALL BE APLIED OVER THE WINDOW FLANGE - LAPPING FLANGE FULLY AND EXTENDING BEYOND THE FIRST LAYER OF FLASHING BY TWO INCHES HORIZONTALLY. BLOCKING USE AT DOOR OR WINDOW JAMBS SHALL BE FULL DEPTH OF THE FRAME AND SLOPE TO THE EXTERIOR. DOOR AND WINDOW SILL FLASHING: FLASHING SILL SHALL BE SLOPED 1/8" PER INCH OF DEPTH TOWARD THE EXTERIOR. THE DEPTH OF FLASHING SHALL BE THE INTERIOR OF WINDOW FRAME INCH TO ALLOW FOR SEALANT AT THIS LOCATION. DEPTH OF FLASHING SHALL BE DETERMINED BY THE DEPTH OF THE DOOR THRESHOLD - WITH THE SILL FLASHING TERMINATING UNDER THE THRESHOLD. SILL FLASHING SHALL HAVE A MINIMUM OF 5/8" UP TURN DAM AT THE INTERIOR EDGE. SILL FLASHING SHALL LAP UP SIDES OF OPENING A MINIMUM OF 2" AND OVER THE EXTERIOR FACE OF OPENING 2 INCHES - SIDES AND BOTTOM. IT IS RECOMMENDED THAT THIS SILL FLASHING BE INSTALLED OVER THE TWO LAYERS OF BUILDING PAPER. ONE LAYER OF UN -ADHESIVE FLEXIBLE FLASHING WITH A MINIMUM HEIGHT OF 9 INCHES TO BE APPLIED TO THE WALL BELOW FLASHING. ONE LAYER OF SELF ADHESIVE SHALL BE APPLIED TO WINDOW OPENING AND LAP DOWN WALL OVER THE FIRST LAYER OF FLEXIBLE FLASHING A MINIMUM OF 2" ROOF TO WALL FLASHING: THE FLASHING MUST EXTEND UP THE WALL AND ONTO THE ROOF A MINIMUM OF 4 INCHES. NAIL THE FLASHING PIECES TO THE ROOF SHEATHING ABOVE THE TOP OF EACH SHINGLE COURSE. FLASHINGS ARE GENERALLY FORMED IN 10 FT. SECTIONS. SECTIONS SHOULD BE LAPPED 8 INCHES MINIMUM IN THE DIRECTION OF FLOW. THE TOP OF EACH SECTION SHOULD BE FASTENED WITH NAILS OF MATERIAL COMPATIBLE WITH THE FLASHING. ROOF VALLEY FLASHING: THE VALLEY FLASHING SHOWN ON DRAWINGS IS OF AN OPEN TYPE, WHERE SOME OF THE FLASHING IS EXPOSED TO VIEW. THE OPEN PORTION OF THE VALLEY SHOULD BE A MINIMUM OF 5 INCHES AND THE SHINGLES SHOULD LAP THE FLASHING A MINIMUM OF 5". (THE FLASHING SHOULD LAP EACH SECTION OF ROOF A MINIMUM OF 10"). THE EDGES OF THE VALLEY FLASHING SHOULD BE FORMED WITH A HOOK EDGE AND CLEATED ON 24" CENTERS. FLASHINGS ARE GENERALLED FORMED IN 10 FOOT SECTIONS WHICH SECTIONS SHOULD BE LAPPED 8" IN THE DIRECTION OF FLOW. THE TOP OF EACH SECTION SHOULD BE FASTENED WITH NAILS OF MATERIAL COMPATIBLE WITH THE FLASHING. A 30 INCH WIDE FELT IS PLACED IN THE VALLEY. THE FELT IN THE VALLEY SHOULD LAP 6" OVER THE UPPER END OF THE VALLEY FLASHING PIECES. THE ROOFING FELT SHOULD LAP OVER THE CLEATED EDGES OF THE FLASHING. COPPER (MINIMUM 16OZ.) OR STAINLESS STEEL (MINIMUM OF 0.018 INCHES) IS RECOMMENDED FOR VALLEY FLASHINGS. ROOF EDGE FLASHING: THE METHOD FOR GABLE AND RAKE END FLASHING FOR A SHINGLE ROOF IS AS FOLLOWS. FLASHING IS FORMED IN SECTIONS AND IS LAPPED IN THE DIRECTION OF THE FLOW. FLASHING EXTENDING 4" ON THE ROOF IS NAILED TO THE SHEATHING 18" ON CENTER. A HEM IN THE ROOF FLANGE IS RECOMMENDED FOR SHAKE AND TILE ROOFING. FLASHING TO EXTEND A MINIMUM OF 1 1/2" DOWN THE FACE OF FASCIA ENDING WITH A CONTINUOUS CLEATED OR HEMMED DRIP EDGE. FELT IS LAPPED OVER THE FLASHINGS IN THIS APPLICATION. ROOF PENETRATION FLASHING: MANY APPROVED PRE -MANUFACTURED ROOF PENETRATION FLASHINGS ARE READILY AVAILABLE FOR A VARIETY OF ROOF PENETRATIONS. THESE SHALL BE USED FOR APPROVED LOCATIONS INTENDED BY THE MANUFACTURER AND INSTALLED PER SPECIFICATIONS PROVIDED BY THE MANUFACTURER. HOWEVER, IF A CUSTOM FLASHING IS REQUIRED FOR A ROOF PENETRATION THE FOLLOWING SHALL APPLY. A SUITABLE/COMPATIBLE METAL SHALL BE USED. THE BASE FLANGE OF THE FLASHING SHALL EXTEND ONTO THE ROOF A MINIMUM OF 4 INCHES. ALL SEAMS AND JOINTS SHALL BE FULLY SOLDERED. THE FLASHING SHALL FORM A SHAPE THAT PREVENTS WATER INTRUSION - REFER TO SMACNA STANDARDS 43. WEATHER STRIPPING SHOULD BE CONTINUOUS AROUND THE ENTIRE PERIMETER OF ALL DOORS OR WINDOWS. THIS MAY INCLUDE FELT, NEOPRENE, PILE/BRUSH, KERF-IN FOAM, SPONGE NEOPRENE, SILICONE, BUTYL, AND VINYL. 44. STAIRWAYS: THE WIDTH OF A STAIRWAY SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH. HANDRAILS SHALL NOT PROJECT MORE THAN 4 1/2" ON EITHER SIDE OF THE STAIRWAY WITH A CLEAR WIDTH OF 311/2" WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27" WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. HANDRAILS MUST BE 34" MINIMUM TO 38" MAXIMUM ABOVE THE NOSING OF THE STAIRWAY. HANDRAILS MUST BE A MINIMUM DISTANCE OF 1 1/2" AND MAXIMUM DISTANCE OF 2 1/4" FROM THE WALL. THE GREATEST RISER HEIGHT AND TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST RISER HEIGHT AND TREAD DEPTH BY MORE THAN 3/8". 45. GUARDRAILS PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE SHALL HAVE GUARDRAILS NOT LESS THAN 36" IN HEIGHT. REQUIRED GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A SPHERE 4 INCHES IN DIAMETER CANNOT PASS THROUGH. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF THE GUARDRAIL AT THE BOTTOM END OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A 6 INCH DIAMETER SPHERE CAN PASS THROUGH THE OPENING. OPENINGS OF REQUIRED GUARDRAILS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE OF 4 3/8 INCH TO PASS THROUGH. 46. SECURITY REQUIREMENTS: BUILDING ENTRANCE LOCKS: BUILDING ENTRANCE DOORS, INCLUDING GARAGE DOORS, SHALL BE PROVIDED WITH A DEAD -LOCKING LATCH BOLT WITH AT LEAST A 1/2" THROW THAT PENETRATES THE STRIKER NOT LESS THAN 1/4". DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. EXCEPTION - GARAGE TO EXTERIOR DOORS ARE PERMITTED TO BE EQUIPPED WITH AN ELECTRONICALLY -OPERATED REMOTE CONTROL DEVICE FOR OPENING AND CLOSING IN LIEU OF A DEAD -LOCKING LATCH BOLT. WHEN GARAGE TO EXTERIOR DOORS ARE EQUIPPED WITH REMOTE CONTROL DEVICES, GARAGE TO BUILDING DOORS NEED NOT BE CAPABLE OF LOCKING. OBSERVATION PORTS - EVERY BUILDING ENTRANCE DOOR, OTHER THAN THE GARAGE DOOR, SHALL HAVE A VISITOR OBSERVATION PORT OR GLASS SIDE LIGHT. OBSERVATIONS PORTS SHALL BE INSTALLED AT A HEIGHT OF NOT LESS THAN 54", AND NOT MORE THAN 66" FROM THE FLOOR. WINDOWS AND SLIDING DOORS - DEAD BOLTS OR OTHER APPROVED LOCKING DEVICES SHALL BE PROVIDED ON ALL SLIDING DOORS AND OPENABLE WINDOWS. THE LOCK SHALL BE INSTALLED SO THAT THE MOUNTING SCREWS FOR THE LOCK CASE ARE INACCESSIBLE FROM THE OUTSIDE. EXCEPTION - WINDOWS WITH SILLS LOCATED 10 FT. OR MORE ABOVE GRADE, OR 10 FT. ABOVE A DECK, BALCONY OR PORCH THAT IS NOT READILY ACCESSIBLE FROM GRADE EXCEPT THROUGH THE HOUSING UNIT NEED NOT HAVE OPERABLE INSIDE LATCHING DEVICES. ALTERNATE SECURITY DEVICES - SUBJECT TO THE APPROVAL OF THE BUILDING OFFICIAL, ALTERNATE SECURITY DEVICES ARE PERMITTED TO SUBSTITUTE THOSE REQUIRED. ALTERNATE DEVICES MUST HAVE EQUAL CAPABILITY TO RESIST ILLEGAL ENTRY. THE INSTALLATION OF THE DEVICE SHALL NOT CONFLICT WITH ANY REQUIREMENT OF THE CODE REGARDING EGRESS. 47. FIREBLOCKING REQUIRED: FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH VERTICALLY AND HORIZONTALLY, AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: IN CONCEALED SPACE OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS - VERTICAL AT THE CEILING AND FLOOR LEVELS HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET; AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCURS AT SOFFITS, DROP CEILINGS AND COVE CEILINGS; IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R311.2.2 AS FOLLOWS - ENCLOSED ACCESSIBLE SPACE UNDER THE STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACES AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION; FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES AS PER SECTION R1003.19. FIREBLOCKING MATERIALS, AS PER R602.8.1, EXCEPT AS PROVIDED IN SECTION R602.8, ITEM 4, SHALL CONSIST OF THE FOLLOWING: 2-INCH NOMINAL LUMBER, OR TWO THICKNESSES OF 1 INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS, OR ONE THICKNESS OF 23132 INCH WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY 23/32 INCH WOOD STRUCTURAL PANELS, OR ONE THICKNESS OF 3/4 INCH PARTICLE BOARD WITH JOINTS BACKED BY 3/4 INCH PARTICLE BOARD, 1/2" GYPSUM BOARD, OR 1/2" CEMENT BASED MILLBOARD; BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS, INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE, SHALL BE PERMITTED AS AN ACCEPTABLE FIREBLOCK; BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER, OR OTHER NON -RIGID MATERIALS, SHALL BE PERMITTED FOR COMPLIANCE WITH THE 10 FOOT HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OR STUDS OR STAGGERED STUDS; LOOSE -FILL INSULATION SHALL NOT BE USED AS A FIRE -BLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD THE SPREAD OF FIRE AND HOT GASES. UNFACED FIBERGLASS INSULATION: UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL FILL THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A MINIMUM HEIGHT OF 16 INCHES MEASURED VERTICALLY; WHEN PIPING, CONDUIT OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED, THE INSULATION SHALL BE PACKED TIGHTLY AROUND THE OBSTRUCTION. FIREBLOCKING INTEGRITY: THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. 48. ALL EARTH EXPOSED IN CRAWL SPACES TO BE COVERED WITH 6-MIL VAPOR BARRIER. MIN. SPACE FROM EXPOSED EARTH TO BOTTOM OF JOISTS NOT TO EXCEED 18". 49. PROTECTION OF WOOD MEMBERS FROM DECAY: ALL WOOD SHALL BE PRESSURE TREATED, OR OF OTHER SPECIES OR GRADE OF LUMBER APPROVED BY CODE, WHERE: THE BOTTOM OF WOOD JOISTS ARE LESS THAN 18" ABOVE, OR WOOD BEAMS ARE LESS THAN 12" FROM THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION; WOOD FRAMING MEMBERS REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES FROM THE EXPOSED GROUND; SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER; THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 0.5 INCH ON TOPS, SIDES AND ENDS; WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER; ALL WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING SHALL HAVE A CLEARANCE OF LESS THAN 6 INCHES ABOVE THE GRADE LEVEL; WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OF FRAMING MEMBERS. 50. ALL CONCRETE FOUNDATION WALLS TO BE SEALED ON THE OUTSIDE WITH TWO COATS OF A HEAVY -BODIED BITUMINOUS DAMPPROOFING BEGINNING FROM 2 INCHES BELOW GRADE AND INCLUDING TOP AND FACES OF OF FOOTINGS. 51. A 4 INCH PERFORATED DRAIN TILE SHALL BE LAYED ON A SOLID EARTH BED WITH A SLOPE OF NOT LESS THAN 1 %. THE TILE SHALL BE EMBEDDED IN 12 INCHES OF PEA GRAVEL PLACED OVER AND AROUND THE TILE. A GEOTEXTILE COVER SHALL BE PLACED OVER THE GRAVEL. 52. TEMPORARY STORM DRAIN INSERTS: THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH CITY REGULATIONS FOR TEMPORARY STORM DRAIN INSERTS, OR "SOCKS". AMONG THE REGULATIONS: - THE BUILDER MUST CLEAN AND/OR REPLACE THE INSERTS WHEN HALF OF THE TRAP IS FILLED WITH SEDIMENTS; - THE BUILDER MUST INSPECT AND MAINTAIN THE INSERTS WHENEVER 1/2 OF RAIN FALLS WITHIN A 24-HOUR PERIOD; - THE INSERTS ARE TO BE REMOVED THE BUILDER WITHIN 30 DAYS OF SITE STABILIZATION OR AFTER THE TEMPORARY EROSION MEASURES ARE NO LONGER NEEDED; - IF INSERTS ARE REMOVED DURING TIMES OF FLOODING, THE BUILDER IS RESPONSIBLE FOR RE -INSTALLING THEM PER REGULATIONS; - REGULATIONS FOR THE INSERTS ARE ESTABLISHED BY THE CITY OF SEATTLE'S STORMWATER, GRADING AND DRAINAGE CONTROL CODE (SMC) 22.800) AND DPD DIRECTOR'S RULE, DR 16-2000, "CONSTRUCTION STORMWATER CONTROL TECHNICAL REQUIREMENTS MANUAL". 53. GUTTERS SHOULD BE MOUNTED WITH A SLOPE OF 1116" PER FOOT FOR DRAINAGE. 54. METAL ROOFING: DESCRIPTION - 26 GAUGE METAL TEE OR HIGH SEAM TEE PANELS, 12 3/4" TO 18 1/4" IN WIDTH, FINISH PVDF HYLAR OR KYNAR COATING, SELECTION BY OWNER. INSTALLATION ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND THE 2012 SRC SECTION R 905.4 55. HARDIE BOARD SIDING: COLORS AVAILABLE FROM JAMES HARDIE COMPANY, SELECTION BY OWNER. DETAILS FOR SIDING AS PER MANUFACTURER'S RECOMMENDATIONS. REFER TO SHEET A6.01. 56. 1 HOUR FIRE RESISTIVE RATED WALLS (SYMMETRICAL ASSEMBLY) AS PER TABLE R3.02.1(1): APART FROM THE FIRE SEPARATION REQUIRED FOR THE GARAGE (REFER TO NOTE #18), 1 HOUR FIRE RESISTIVE RATING WILL BE REQUIRED AT WALLS ENCLOSING THE CHIMNEY; FOR 1 HOUR FIRE -RATED WALLS, PROVIDE 1 LAYER 5/8" TYPE X GYPSUM BOARD AT INTERIOR OF WALL, 1 LAYER 1/2" TYPE X WATER-RESISTANT GYPSUM BOARD + 1 LAYER 1/4" HARDIEPANEL AT THE EXTERIOR REFER TO MANUFACTURE NOTES BY JAMES HARDIE BUILDING PRODUCTS, INC. IN BULLETIN ESR-844. OR THE WALL. 57. PER ISPSC SECTION 305.1, THE HOT TUB MUST HAVE A SAFETY COVER. 58. CUSTOM METAL RAILINGS TO COMPLY WITH IRC 312.1.3. ALL WELDING TO BE DONE BY WABO CERTIFIED WELDERS WITH DOCUMENTATION REQUIRED AT TIME OF INSPECTION. U- O � N W O U °O Z � W 0 w O w i�: � (If � z _ ui � w � � - � Q � o z w � o O � >_ N O - w N 2i 0 M W 0 Q � c� W `�1WIN -I,I�� L1ML:l 10 j _ . �� 1 0 ■ a a , a • 0 • 1 • 1 •• • 1• • • CONTRACTOR NOTICE: CONTRACTOR (SUB- CONTRACTORS) SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMMISIONS, OR DISCREPENCIES BEFORE BEGINNING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. THE CONTRACTOR (SUB -CONTRACTORS) SHALL BE RESPONSIBLE TO VERIFY THAT ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES AND SHALL NOTIFY THE ARCHITECT OF ANY DEVIATION. PROJECT NO. DATE: 1 /6/2023 REVISIONS: GENERAL NOTES A6001 STRUCTURAL NOTES C G (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), 2018 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: ROOF 15 PSF FLOOR 15 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF RESIDENTIAL 40 PSF (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.11). EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-16 SECTION 12.8. SITE CLASS (ASSUMED) D SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.277 ONE SECOND SPECTRAL RESPONSE ACCEL (Si) 0.448 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 1.022 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.553 RISK CATEGORY II SEISMIC IMPORTANCE FACTOR (IF) 1.0 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE -RESISTING -SYSTEM PLYWOOD SHEAR WALLS RESPONSE MODIFICATION FACTOR, (R) 6.5 REDUNDANCY FACTOR (p) 1.0 SEISMIC RESPONSE COEFFICIENT (CS) 0.157 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-16 SECTION 12.7.2 BASE SHEAR (V), V = CSW = R� I W WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 97 MPH EXPOSURE C KzT 1.0 SEE PLANS FOR ADDITIONAL DESIGN LOADS. STATEMENT OF SPECIAL INSPECTIONS 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 SECTION 1704.4 OF THE IBC. 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. SPECIAL INSPECTION OPERATION CONT PERIODIC REMARKS SOILS FOUNDATION BEARING CAPACITY VERIFICATION X CONCRETE ADHESIVE ANCHORS X IF USED 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. FOUNDATIONS: SPREAD FOOTINGS SOILS REPORT: REPORT NOT AVAILABLE AT TIME OF DESIGN ALLOWABLE SOIL PRESSURE: 2000 PSF (ASSUMED; TO BE FIELD VERIFIED DURING CONSTRUCTION) 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. 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 CHAPTER 26 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 (f'c) 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 ALL CONCRETE 3000 PSI 0.55 5 1/2 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 26 OF ACI 318. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI 318 TABLE 19.3.3.1 FOR MODERATE EXPOSURE CLASS F1. *PROVIDE f'c SPECIFIED IN TABLE FOR DURABILITY REQUIREMENTS. 2500 PSI CONCRETE MEETS STRENGTH REQUIREMENTS, THEREFORE SPECIAL INSPECTION IS NOT REQUIRED. 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. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH ACI SP-66 AND ACI 318, 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 25 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 = 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 1 55 22 1 93 1 72 1 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 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. 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 T-0" BEYOND EDGE OF OPENING. IF T-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) SLEEPERS DOUG-FIR STUD 700 - 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 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 2304.10.1 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 12.1.4.2. 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 G 185 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 2303.1.5. 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 2.0E 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. TYPICAL FRAMING NOTES 1. BEARING WALL FRAMING 2x STUDS @ 16" OC FOR ALL SHEAR AND/OR BEARING WALLS UNO. REFER TO FRAMING PLAN NOTES FOR TYPICAL DOOR & WINDOW HEADERS NOT CALLED OUT ON THE PLANS. HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD UNO. COLUMNS BELOW FLUSH MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT OTHERWISE SHALL BE TWO STUDS. 2. WALL BASE PLATE ON CONCRETE WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE -TREATED. FOR ALL EXTERIOR AND INTERIOR WALLS, BOLT PLATES OR SILLS TO CONCRETE STEM WALLS OR THICKENED SLAB FOOTINGS WITH 5/8 INCH DIAMETER ANCHOR BOLTS WITH 7 INCH MINIMUM EMBEDMENT. PLACE AT 5'-0" OC MAXIMUM FOR SHEAR WALLS, AND AT 6'-0" OC FOR BEARING WALLS AND OTHER PARTITIONS. USE MINIMUM OF TWO ANCHOR BOLTS PER SILL AND PLACE ONE WITHIN 12 INCHES OF END OF PLATES, TYPICAL UNLESS NOTED OR DETAILED OTHERWISE. REFER TO SHEAR WALL SCHEDULE. AT ALL SILL PLATE ANCHOR BOLTS, CONTRACTOR SHALL INSTALL 1/4" x 3" x 3" FLAT PLATE WASHERS. INTERIOR NON-STRUCTURAL WALLS MAY BE ANCHORED TO CONCRETE SLAB -ON -GRADE WITH 1/4" x 3" POWDER ACTUATED FASTENERS WITH 3/4" WASHERS AT 16" OC AND WITHIN 6" OF END OF PLATES. 3. ROOF AND FLOOR FRAMING PROVIDE 1 1/2" FULL DEPTH BLOCKING FOR JOISTS AND RAFTERS AT ALL SUPPORTS AND AT 8'4" OC MAXIMUM UNO. INTERMEDIATE 8'-0" OC BLOCKING NOT REQ'D IF GWB CEILING IS INSTALLED DIRECTLY TO UNDERSIDE OF FRAMING. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST SPAN. PROVIDE TRUSS BLOCKING PANELS FOR ROOF TRUSSES AT SUPPORTS AND SHEAR WALLS, AND WHERE INDICATED ON PLANS AND DETAILS. 4. DIAPHRAGM NAILING ALL SHEAR WALLS, FLOOR AND ROOF DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT ON SCHEDULES OR ON THE PLANS. EXTERIOR WALLS NOT INDICATED AS SHEAR WALLS SHALL BE SHEATHED AND NAILED TO SUPPORTING FRAMING WITH 8d NAILS AT 6" OC AT ALL PANEL EDGES AND 12" OC AT ALL INTERMEDIATE SUPPORTS. THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE DIAPHRAGMS CAN BE INSTALLED FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16" ARE NOT ACCEPTABLE. l.�e\��i�tit/_\ l���r�1�7e1►1�1»e���»►1��:7e��[�7►(.y CUTTING AND/OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOT EXCEED 25% OF THE STUD/PLATE WIDTH IN EXTERIOR AND BEARING WALLS AND SHALL NOT EXCEED 40% OF THE STUD/PLATE WIDTH IN ANY NON -BEARING PARTITIONS. BORED HOLE DIAMETER IS LIMITED TO 40% OF STUD/PLATE WIDTH IN ANY STUD AND MAY BE 60% IN NONBEARING PARTITIONS OR IF STUD IS DOUBLED. MAINTAIN 5/8" MINIMUM EDGE DISTANCE FROM HOLE EDGE. 6. GYPSUM WALLBOARD NAILING ALL GYPSUM WALLBOARD SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES WITH 6d COOLER NAILS OR NO. 13 GAUGE x 1 5/8" @ 7" OC (5d COOLER NAILS FOR 1/2 INCH GYPSUM SHEATHING). TYPICAL UNLESS NOTED OTHERWISE. INSTALLATION OF GWB SHALL BE SUCH THAT JOINTS ARE STAGGERED ON EACH SIDE OF A SINGLE WALL. EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 2/ W 22 J Q H H Z 0 m D U � 0 Ld w 0 a N LLJ � F- V1 Q O 0 N r-I ols DESIGN: JDM DRAWN: LVW CHECK: JGG JOB NO: 22240.10 DATE: 1 2/05/22 O W W 00 U Z > 0) Q a o U W cl O N O J 1`� 0 La W SHEET: w z STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) LEGEND DEFINITION SYMBOL DEFINITION SYMBOL DIRECTION OF FRAMING NATIVE SOIL==�=�=� — — — — — EXTENT OF FRAMING GRANULAR FILL STRUCTURAL STEEL RATED SHEATHING SHEAR WALL (SEE SCHEDULE) SWX COLUMN MARK Cl (SEE SCHEDULE) COLUMNS COLUMN BEARING ON BEAM BEAM CONTINUOUS OVER SUPPORT CONCRETE WALL P � BEARING STUD WALL FOOTING MARK (SEE SCHEDULE) O NON -BEARING STUD WALL BEARING STUD SHEAR WALL NON -BEARING STUD SHEAR WALL HOLDOWN MARK (SEE SCHEDULE) HANGER MARK (SEE SCHEDULE) FLAG NOTE (SEE PLAN NOTES) O CMU WALLExxxxxSTEEL MOMENT FRAME CONN. �V ABBREVIATIONS (A) ABOVE HORIZ HORIZONTAL AB ANCHOR BOLT KIP KING POST KIPS PER SQUARE INCH ALT ALTERNATE KSI ARCH (B) ARCHITECT MECH MECHANICAL MOMENT FRAME NEAR SIDE BELOW MF BLKG BLOCKING NS BM BEAM OC ON CENTER BOT BOTTOM OPP OPPOSITE BTWN BETWEEN PL PLATE PLACES POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT CJP COMPLETE JOINT PENETRATION PLCS CLR CLEAR PSI CIVIL) CONCRETE MASONRY UNIT PSF COL COLUMN P/T POSTTENSIONED CONC CONCRETE PT PRESSURE TREATED REINFORCING CONN CONNECTION REINF CONT CONTINUOUS REQ'D REQUIRED DBL DET DOUBLE DETAIL SCHED SIM SCHEDULE SIMILAR DIM DIMENSION SOG SLAB ON GRADE STANDARD EA EACH STD ELEV ELEVATION SW SHEAR WALL TOP OF CONCRETE EXIST EXISTING TOC EXP EXPANSION TOS TOP OF STEEL TOP OF WALL FLR FLOOR TOW FDN FOUNDATION TYP TYPICAL FTG FOOTING UNO UNLESS NOTED OTHERWISE FS FAR SIDE FULL HEIGHT GLUE -LAMINATED BEAM VFY VERIFY VERIFY IN FIELD FH VIF GLB VERT VERTICAL C G ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 2/ W 22 N W I- Ln Q O 0 ---- N rH Y Q DESIGN: JDM DRAWN: LVW CHECK: JGG JOB NO: 22240.10 DATE: 1 2/05/22 0 W W 00 U z > o Q a _� U w cy o z O N O J d' m J V) 0 W N W SHEET: V O z J Q ry D U D Slm2 C GI RW I 1 I S412 I I I I I I I I OF1CI I I I I I I 1 I I I I I I I I I I L- L- I I I L----- - I I I I I I STEP FOOTINGS AS REQUIRED PER DETAIL 3/S4.1, TYP n. 2 PROPOSED FOOTING ELEVATION TO MATCH ELEVATION OF EXISTING ADJACENT FOOTING, TYP FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION PLAN NOTES: 3 PROPOSED FOOTING ELEVATION TO MATCH ELEVATION OF EXISTING ADJACENT FOOTING, TYP ,o� 4x10 LL 0 Q � AT INTERFACE OF NEW & EXISTING CONCRETE, C`Q PROVIDE #4 x 3'-0" LONG DOWELS EMBEDDED O PROPOSED FOOTING ELEVATION 4x10 5" INTO EXIST CONC W/ HILTI HIT-HY 200 RW TO MATCH ELEVATION OF EXISTING w EPDXY. DOWEL SPACING TO MATCH NEW CONC ADJACENT FOOTING, TYP REINFORCING, TYP ------ - - - - ---------- I I I I I 1 I I SLAB ON GRADE PER 5 I STRUCTURAL NOTES S4.2 1 I I I I I I I � ■ I F3 I I J FZ i --- i I j EXIST I ■ I j 1 FOOTING IL J I I I o I I I I I I I I I I I I I F2 I I I 5 ��l I I 6 54.2 L---J I S4. I I I I I I I I I I I I I I I I j EXIST SLAB j I ON GRADE I I I I I I I I I I I I I I I I I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1. EXTERIOR FOOTINGS SHALL BEAR A MIN OF V-6" BELOW ADJACENT GRADE. 2. FOOTINGS AND SLAB ON GRADE SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL AS SPECIFIED IN THE SOILS REPORT. 3. WHERE SLAB ON GRADE IS INDICATED, SLAB SHALL BE 4" THICK W/ #4 REBAR @ 18" OC CENTERED IN THE SLAB. SLAB SHALL BE POURED OVER A 10 MIL VAPOR BARRIER OVER 4" OF 5/8" CRUSHED ROCK. 4. FD INDICATES FOOTING TYPE. REFER TO FOOTING SCHEDULE ON SHEET S3.1 FOR SIZE & REINFORCEMENT. 5. REFER TO SHEET S4.1 AND S4.2 FOR FOUNDATION DETAILS. 6. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. REFER TO SHEET S1.1 FOR ADDITIONAL CONCRETE DETAILING REQUIREMENTS. 7. FOUNDATION LEVEL HOLDOWNS ARE SHOWN ON THE FRAMING PLANS. REFER TO HOLDOWN SCHEDULE ON SHEET S3.1 FOR HOLDOWN TYPES AND THE FRAMING PLANS FOR HOLDOWN ANCHOR BOLT LOCATIONS. 8. REFER TO MAIN FLOOR FRAMING PLAN AND SHEAR WALL SCHEDULE ON SHEET S3.1 FOR LOCATION OF SHEAR WALL ANCHOR BOLTS. ANCHORAGE AT NON -SHEAR WALLS SHALL BE PER STRUCTURAL NOTES. 9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, AND CONCRETE ROUGH OPENINGS WITH ARCHITECTURAL DRAWINGS AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. 10. REFER TO DETAIL 2/S4.1 FOR PIPE PENETRATIONS THROUGH CONCRETE WALL OR FOOTINGS. 11. CONTRACTOR SHALL PROVIDE FOOTING AND SLAB SUBSTRATE PREPARATION, WATERPROOFING, AND BACKFILL & DRAINAGE BEHIND RETAINING WALLS. GEOTECHNICAL ENGINEER SHALL BE RETAINED BY OWNER DURING CONSTRUCTION AND SHALL OBSERVE EXCAVATED SOIL CONDITIONS (AND GROUNDWATER CONDITIONS) AS REQUIRED, AND PROVIDE ADDITIONAL RECOMMENDATIONS IF NECESSARY BASED ON ACTUAL SITE CONDITIONS. 0 FJ 1 FJ 1 E 11 EXIST FLOOR JOISTS EXIST BM EXIST BM �l EXIST BM WI 4x8 H F#2 2j 442J1,7 10 11*0 �10 3 1/2" x 9 1/2" PSL EXIST FLOOR JOISTS 8 SIM 4e 11 2 S5.2 FJ1 I FJ1 9 FJ1 EXIST FLOOR 75' JOISTS V) V) X w 0o F- N X W 2 S4.2 SW6 3 SW6 3 3 EXIST FLOOR JOISTS ►-P 0o N X W V) a N rn X N \ m ■ EXIST FLOOR JOISTS m 7 F1C -------------- /'77� I SLAB ON GRADE PER STRUCTURAL NOTES C.S EXIST FLOOR JOISTS 4x8 MIN 2 SW6"/2> 4x8 MIN TOP OF FOOTING ELEVATIONS 24" BELOW SLAB 7 S4. F1C AT INTERFACE OF NEW & EXISTING CONCRETE, PROVIDE #4 x 3'-0" LONG DOWELS EMBEDDED 5" INTO EXIS CONC W/ HILTI HIT-HY 200 EPDXY. DOWEL SPACING TO MATCH NEW CONC REINF, TYP V) N N �3 3 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 2/W22 11 J H Z O m Ln tY F- U � oC w Lu 0 a N L 0---- DESIGN: JDM DRAWN: LVW CHECK: JGG JOB NO: 22240.10 DATE: 1 2/05/22 UPPER FLOOR FRAMING PLAN (n SCALE: 1/4" = 1'-0" TYPICAL FLOOR FRAMING PLAN NOTES: 2'-0" 0 2' 0" 4'-0" Q 1. FLOOR SHEATHING SHALL BE 3/4" PI 48/24 WITH 10d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES AND SHEAR WALLS AND 10" OC AT INTERMEDIATE FRAMING. FOR SHEATHING LAYOUT AND NAILING REFER TO DETAIL 2/S5.1. 2. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE FOUNDATION v UNLESS CARRIED BY A BEAM BELOW. Z 3. ALL DIAPHRAGMS UNBLOCKED UNO. 4. REFER TO SHEET S5.1 THROUGH S5.2 FOR TYPICAL FLOOR FRAMING DETAILS. < 5. CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 1 1/2" 0 HOLE CENTERED IN THE DEPTH AND AT THE THIRD Q LL POINT OF THE SPAN FOR ALL WOOD FLUSH BEAMS SHOWN ON THE PLAN. CO Z N 6. WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED. HOLDOWNS O Q SHALL BE PLACED AT THE BASE OF THE WALLS SHOWN. W W o0 � 7. TYPICAL HEADERS AT BEARING LOCATION SHALL BE SUPPORTED BY A MINIMUM OF (2) CRIPPLE STUDS AND (1) U Z Q Z O FULL HEIGHT STUD UNO. W < O O 8. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS. L ~ 9. UNLESS NOTED OTHERWISE ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16" OC. W � 10. UNLESS NOTED OTHERWISE, ALL BEAM -TO -BEAM CONNECTIONS SHALL BE SIMPSON HU SERIES FACE MOUNT cy p" � Q Q /y L•� HANGERS W/ MAX NAILING. ~o zo Z w 11. UNLESS NOTED OTHERWISE, ALL JOIST -TO -BEAM CONNECTIONS SHALL BE SIMPSON LUS OR HUC FACE MOUNT N L� HANGERS. O w 12. UNLESS NOTED OTHERWISE, ALL BEAM -TO -COLUMN CONNECTIONS SHALL BE SIMPSON ECCQ OR CCQ COL J W M N W Li- D CAPS. 13. WHERE BEAM BREAKS TOP PLATE, INSTALL STRAP ACROSS TOP PLATE SPLICE PER DETAIL 4/S5.2. SHEET: S2ml O co CN Lu 68 (D) + 113 (S) PLF 236 (D) + 394 (S) PLF 248 (D) + 413 (S) PLF 79 (D) + 131 (S) PLF C) 00 ui U) SW5 "R sw6 4x8 fl sws Lu O 367 + 394 + 135 L II 427 (D) + 413 (S) + 265 (L) PLFII U) 7 —30'-6" ui 7- ui 7 __8 24'-3p' 9F-311 7- 1052 # (D) 1052 # (D) ISTEP 7-- 1753 # (S) 1753 # (S) NEW 48' FOUNDATION (TYPICAL) FOUNDATION 7 ui 7 17 F_ LLJ U) 7 (n 7 7--RJ02 TRUSSES @ 24" Oc RJ02 ILM 7 FJ1 I -7- P-1 pr P, r _1 SLAB ON GRADE �' fO O NEW CRAWL SPACE ABOVE i o - Q GRADE ABOVE CD1ACCESS TO 874 # (D) CD ICRAWL SPACE 1316 # (S) 4106 # (D) 2 j 3943 # (D) I STEP j m FOOTING EXISTING FOUNDATION (TYPICAL) 62 01 # (S) 6068 # (3) UJ U) -�LR7[IN BMO�3 BOVE F BM02 EXIST FLOOR JOISTS 0 z 1052 # (D) 1052 # (D) a C%4 FLR. LINE 1753 # (S) 1753 # (S) OVE iz co CN 0 (KP) (KP) LL 3943 # (D) no 6068 # (S) Q5� NEW FOOTING UJ cn NEW X ;o uj N EW X I! POST RJ01 RJ01 Z POST F t'' EXIST BEAM EXIST BEAM EXIST BEAM CN Lu EXIST ItSE�AM� -W, S-TE) 4106 # (D) R" CRAWL SPACE 6201 # (S) BM12 IL 4x8 N 1 ..� _-1 EXIST FLOOR JQISTS S� FJ1 1 388 # (D) CRAWL PACE 861 # (S) z ABOVE 0 mill =1 HJERT-BERNARDI T-1 7 7 F7 7 F1 I �. L _ _ _ �� _ _ I z a RTqVEJ EJIS�INT STAI rS I I I EXISTING SLAB ON GRADE ...:3 ARCHITECT Fil 1 0 U EXIST FLOOR z NEW 48' FOUNDA_TION_;� 9228 39TH AVENUE SO. JOISTS A 420 # (D) II _j 1086 # (S) SEATTLE, WA 98118 < Ali FJ11 II o7l [L (206) 632-0287 F z EXIST EXIST EXIST 0 FLOOR FLOOR FLOOR Z� oo oo JOISTS JOISTS JOISTS cv) r:) Q oo oo z ❑ co oo :E) SW6 SW5 w F JAB IF HDR01 -'w6 HDR01 :1LANTER 0 LL m oo oo z C3 000 E D 1425 # (S) oo fLANTER W77 ROOFFRAMING KEY PLAN L EXISTING FOUNDATION CONTRACTOR NOTICE: CONTRACTOR (SUB- 6 CONTRACTORS) SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMMISIONS, OR DISCREPENCIES BEFORE —6'-6 BEGINNING OR FABRICATING ANY WORK. 7'-6" X-13" 3-01-611 DO NOT SCALE DRAWINGS. ADDITION EXISTING RESIDENCE THE CONTRACTOR (SUB -CONTRACTORS) SHALL BE RESPONSIBLE TO VERIFY THAT ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES AND SHALL NOTIFY THE ARCHITECT OF ANY DEVIATION. UPPER FLOOR FRAMING KEY PLAN PROJECT NO. 7 BLD2023-0103 13 DATE: 6/2/2023 REVISIONS: S2111RIEVISION ,I C GI 4 5 5 RJ3 1 WITH ALIGN COL W/ EDGE OF CONC WALL BELOW \c� ' I ITRUSSES @ 24" OC Q' T M1 I►7�f•�LY�I� CCQ, TYP cn e� 3 ALIGN COL W/CONC WALL BELOW 5 S6.1 SW6 N V) N x 1 4 56.1 S6 N RJ3 v) J N d N c\i X X \v M + 5 1/4" x 16" PSL + + + — J+ + 5 1/4" x 16" PSL + + + + . 5 1/4" x 9 1/2" PSL + + + + + + + + + - � -t- + + I — / + + + 7 + + + + + + + + + + + + + + + + + 56.1 _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .L J- J- J- + + + + + + + + + + + + + + - 4x8 + + + + + + + + + + + + + + + + + C, + + + + + + + + + + + + + F�ID+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +j + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + TRUSS OVERFRAMING + + + + + + + + + PER DETAIL 2/S6.1 + + + + + + 48 1SW6 412 HF#2 HDR + + �\ SW6 412 HF#2 HDR ` \ `W6 AT FULL HEIGHT (FH) COLUMNS, ATTACH TO WALL PLATES W/ (2) SIMPSON A35 EA END. ATTACH HEADERS TO COLUMN 6 56.1 PROVIDE FULL HEIGHT WALL STUDS WHERE PLATE HEIGHT INCREASES, TYP USING SIMPSON HUC HANGER, TYP ROOF FRAMING PLAN SCALE: 1/4" = V-0" TYPICAL ROOF FRAMING PLAN NOTES: 1. WALLS SHOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING. 2. BEAMS SHOWN ON ROOF FRAMING PLAN SHALL BE ABOVE DOUBLE TOP PLATE UNLESS USED AS A DOOR OR WINDOW HEADER. TRUSS MFR SHALL DESIGN TRUSSES TO ACCOMMODATE BEAMS ABOVE DOUBLE TOP PLATE. 3. ROOF SHEATHING SHALL BE 1/2" PI 40/20 WITH 8d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES, SHEAR WALLS, COLLECTOR TRUSSES, AND BLOCKING OR TRUSS BLOCKING PANELS INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE 8d COMMON NAILS @ 12" OC. REFER TO DETAIL 2/S5.1 FOR SHEATHING LAYOUT AND NAILING. 4. UNLESS NOTED OTHERWISE, HEADERS AT ALL EXTERIOR WALLS SHALL BE 48 HF#2 WHERE MAXIMUM SPAN = 6-0". 5. STUD WALL FRAMING SHALL BE 2x HF STUDS @ 16" OC FOR ALL STUD WALLS SHOWN ON THE PLAN. 6. REFER TO SHEET S6.1 FOR TYPICAL ROOF FRAMING DETAILS. 7. REFER TO DETAIL 3/S5.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. 8. REFER TO THE STRUCTURAL NOTES SHEET FOR COLUMNS SUPPORTING TYPICAL BEARING WALL HEADER BEAMS. 9. ALL DIAPHRAGMS UNBLOCKED UNO. 10. + + HATCHED AREAS INDICATE OVERFRAMING APPLIED ABOVE PLYWOOD SHEATHING. REFER TO TYPICAL + + OVERFRAMING DETAIL ON S6.1. 11. COLUMNS AND BEARING WALLS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. 12. HOLDOWNS SHOWN ON ROOF FRAMING PLAN SHALL BE PLACED AT BASE OF WALLS SHOWN. 13. ROOF TRUSSES SHALL BE PRE-ENGINEERED BY OTHERS AND SPACED AT 24" OC, TYP. 14. ATTACH ALL ROOF TRUSSES AND ROOF JOISTS TO WALLS BELOW WITH SIMPSON H2.5A HURRICANE TIES. 01 �1 00 x It 2'-0" 0 2'-0" 4'-0" C) ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 2/ W 22 N w Q O C) ---- N Y Q DESIGN: JDM DRAWN: LVW CHECK: JGG JOB NO: 22240.10 DATE: 1 2/05/22 Z Q 0 Ld Lj 00 U w > Q Q �< W LL. cy— p" 0 N Z L.L. O N O 0 0 J M 0 W N W � SHEET: S2m2 4m - ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 SW6 15/32" 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 FAX (425) 778-5536 Yi G' GAL �OG� OF WAS�r�cS,�j O �5 � J H F- Z O m W Q' ~ U (n � W �u N LJ I-_ V1 � N Q DESIGN: JDM DRAWN: LVW CHECK: JGG JOB NO: 22240.10 DATE: 1 2/05/22 O W W U � p� (� W D cy p" 0 cv N = (%) SHEET: S3ml a �95 3 SSIONAL 2SW3 = (2) 0.131"0 2/ 05/ 22 12 00 MARK FOOTING SIZE REINFORCING COMMENTS Q wa � Ld F2 2'-0" x 2'-0" x 1'-0" DEEP (3) #5 EACH WAY BOTTOM (AllJ 0 O O Z Ld NOTES: o U 1. ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED NATIVE SOIL OR COMPACTED STRUCTURAL FILL. N) 2. REINFORCEMENT SHALL BE CONTINUED FROM CONTINUOUS FOOTINGS THRU SPREAD FOOTINGS La N Li TYPE APA-RATED ADJOINING PANEL NAILING BLOCK CONN TO NAILING TO BOLT TO SLAB OR FOUNDATION CAPACITY JOIST SCHEDULE MARK JOIST SPACING REMARKS FJ 1 2x10 H F#2 16" OC - RJ1 2x12 HF#2 24" OC SEE NOTE 2 RJ2 (2) 2x12 DF#2 24" OC SEE NOTE 2 RJ3 2x10 HF#2 24" OC SEE NOTE 2 NOTES: 1. FOR JOIST HANGERS REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ALL INSTALLATION REQUIREMENTS. USE MAX NAILING UNO. 2. DIMENSION LUMBER JOIST FRAMING INTO WOOD BEAMS OR RIMS SHALL USE LUS OR SLOPED HU SERIES FACE MOUNT HANGERS. COLUMN SCHEDULE MARK COLUMN SIZE COLUMN SIZE REMARKS 2x4 WALL 2x6 WALL Cl (2) 2x4 (2) 2x6 SEE NOTE 2 C2 (3) 2x4 (3) 2x6 SEE NOTE 2 C3 (4) 2x4 (4) 2x6 SEE NOTE 2 C4 4x6 DF#2 4x6 DF#2 - C5 4x8 DF#2 6x6 DF#2 - C6 4x10 DF#1 6x8 DF#1 - NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR PRE -FABRICATED CONNECTION INSTALLATION REQUIREMENTS. 2. MULTIPLE STUD COLUMNS SHALL USE HF#2. REFER TO TYPICAL DETAILS FOR FABRICATION OF MULTIPLE STUD COLUMNS. 3. AT COLUMNS THAT CUT DOUBLE TOP PLATE, PROVIDE SIMPSON CS20 STRAPS EACH SIDE OF EA DOUBLE TOP PLATE. REFER TO DETAIL 4/55.1. 4. CONTRACTOR TO PROVIDE BLOCKING EQUAL TO COLUMN DIMENSIONS AT JOIST SPACE FOR COLUMNS CONTINUING TO FOUNDATION. HOEDOWN SCHEDULE MARK TYPE MIN CHORD SIZE STUD NAILS OR BOLTS ANCHOR BOLT (SEE NOTE 4) CAPACITY (LB) MST48 (2) 2x (17) 16d EA END - 3,640 2HDU4 (2) 2x (10) SIDS 1/4" x 2 1/2" SCREWS 5/8"0 3,285 O HDU8 4x DF#2 (20) SIDS 1/4" x 2 1/2" SCREWS 7/8"0 6,970 NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. REFER TO DETAIL 5/55.2 FOR INSTALLATION OF MST FLOOR TO FLOOR STRAPS. REFER TO DETAIL 6/55.2 FOR CONNECTION OF STRAP TO BEAM BELOW. 3. INSTALL HD HOEDOWNS AT FOUNDATION WALLS OR THICKENED SLAB FOOTINGS PER DETAIL 5/54.1 & 6/54.1. 4. AT ALL HOEDOWN CHORDS, PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHED. FOOTING SCHEDULE CORNER BARS x _ "A" MAY BE SUBSTITUTED FOR ALL 90' HOOKED BARS STD 90' HOOK / - TYP UNO J a UNO, VERT CORNER BARS SHALL BE SAME SIZE TABULATED FOR MIN WALL REINF FOR THICKER WALL "A" = SPLICE LENGTH SEE NOTES, DETAILS, OR PLANS FOR a (1) #6 VERT REQ'D REINF. ALL BARS TO BE CONT OR SPLICED PER STRUCTURAL NOTES STD 180' HOOK HORIZ CORNER BARS OF SIZE AND SPACING TO MATCH (2) #6 VERT REINF OF THINNER WALL Q PLACE VERT REINF OUTSIDE EXCEPT AS OTHERWISE NOTED OR SHOWN TYPICAL CONCRETE WALL REINFORCING DETAIL SCALE: NTS NOTE: WHERE CONCRETE WALL WITH HT > T-0" EXISTS, ROD MAY EXTEND 24" MIN INTO WALL W/ NUT & WASHER AS SHOWN CRIPPLE STUD AT OPENING AS REQ'D PER PLAN & DETAILS THREADED ROD AS REQ'D FOR HOLDOWN W/ NUT AND WASHER AT BASE. EXTEND ROD INTO FTG, TYP UNO TOP OF FTG HOLDOWN DETAIL SCALE: 1" = V-0" OWN HOLDOWN CHORD PER PLAN & HOLDOWN SCHED SHEAR WALL PER PLAN & SCHED rn u HOLDOWN PER PLAN & SCHED TRENCH EXCAVATION PARALLEL TO FTG SLEEVES TO CLEAR PIPE 1" ALL SIDES TOF BOF ox Q in 2 LOWER BOF AS REQ'D z PIPE TRENCH EXCAVATION PARALLEL 9 MIN TO FOOTING IS NOT ALLOWED TYP BELOW THIS LINE. STEP FTG AS REQUIRED FOR THIS CONDITION TYPICAL PIPE PENETRATION AT WALLS AND FOOTINGS VO PIPES ALLOWED IN PHIS REGION. LOWER =TGS AS REQ'D SCALE: 1/2" = V-0" NOTE: 1. EXTEND THREADED ROD BETWEEN JOISTS INTO STEM WALL BELOW. PROVIDE ROD COUPLER IF REQ'D. 2. WHERE HOLDOWN GOES INTO HOLLOW MASONRY, SOLID GROUT CELL. THREADED ROD AS REQ'D PER PLAN AND HOLDOWN SCHEDULE. INSTALL W/ HILTI HIT-HY 200 EPDXY EXISTING CONCRETE STEM WALL TOP OF EXISTING FOOTING SHEAR WALL PER PLAN AND SCHED HOLDOWN PER PLAN AND SCHED II I I ISQUASH BLKG TO MATCH HOLDOWN I I CHORD ABOVE 0 HOLDOWN DETAIL (EXIST FOOTING SCALE: 1" = V-0" I -I I AD CDI IrF J CL U H rn FRS TO MATCH DOTING /1 REINF JRBED EARTH OR -TED FILL PER JRAL NOTES T = FTG THICKNESS PER PLAN, SCHED, AND DETAILS TYPICAL STEPPED WALL FOOTING SCALE: 1/2" = V-0" NOTE: RAISE STEM WALL AS REQ'D AT PERIMETER AREAS WHERE NEEDED DUE TO CIVIL GRADES. STUD WALL PER FRAMING PLAN NOTES SHEATHING AND NAILING 11 PER PLAN AND SHEAR WALL SCHEDULE x 10 z_Q 10 �o SILL PL & AB 0 & SPACING PER SHEAR WALL SCHED (2) #4 CONT TOP PROVIDE BLOCK OUT AT DOOR OPENINGS SLAB ON GRADE AND SUBGRADEPER FOUNDATION PLAN #4 @ 12" OC EA WAY CENTERED IN WALL PAVING OR FINISHED GRADE PER ARCH DRAWINGS 0 0 X X X— i 0000 00 o°0 00 C cs ° 0 ® ° e 0°0 0 °O 60 0°O 02 o°O o° — — Oo z 0° O�co ODo� oo 000o O i° O O 0 00 O O°o �0°0 000 0 0 0° o0 0 .0 °o 0 w = U V) w a FOOTING DRAIN / / 8 - U PER DETAIL 4 m J / .71 SIZE & REINF ALT HOOK PER PLAN & SCHED AS SHOWN TYPICAL STEM WALL DETAIL SCALE: 1" = V-0" / CRAWLSPACE SECTION (NON -BEARING a w 0 O — —6 (4) 8d NAILS CONT HF RIM BOARD 'SW6' SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHED 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 SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHED SILL PLATE NAILING PER SHEAR WALL SCHED CONT 2x RIM BOARD LTP4 FRAMING ANCHOR W/ SPACING PER SHEAR WALL SCHED O I 00 o o00 0 O 00 °000 1 LINE OF MAX EXCAVATION. 1 IF SOIL IS OVER EXCAVATED, REPLACE WITH LEAN MIX CONCRETE. FIRM BEARING SOIL OR COMPACTED STRUCTURAL FILL TYPICAL FOOTING DRAIN SCALE: 1" = V-0" _ z 0� (2) #4 CONT FOOTING DRAIN _ PER TYP DETAIL O 00�0 0° 00 O000 O 0000000 Oo O o o ° OO O 0000 0°o SHEATHING AND NAILING PER FOUNDATION PLAN NOTES JOIST PER PLAN SIMPSON A35 EVERY OTHER JOIST j PT SILL PL W/ ANCHOR BOLT SIZE & SPACING PER SHEAR WALL SCHED _L_ 0 8" I, i SIZE & REINF PER PLAN & SCHED ALT HOOKAS SHOWN CRAWSPACE SECTION (BEARING) #4 @ 12" OC EA WAY V J SCALE: 1" = V-0" PLYWOOD SHEATHING & NAILING PER FLOOR FRAMING PLAN NOTES EXIST JOIST PER PLAN 2x HF BLKG @ \ 4'-0" MAX SIMPSON A35 PER SW SCHED (24" OC AT NON -SHEAR WALLS) NOTE: FOR NOTES & DETAILS NOT SPECIFICALLY CALLED OUT REFER TO DETAIL 1/S4.2 SLAB ON GRADE PER STRUCTURAL z >< NOTES Do° ooO O° m o0 Oo0O 0 Oo00 o0. OD 0 0 0 0 O O0 0 o oQo 0 Da a - - - - / SIZE & REINF / PER PLAN SECTION (NON -BEARING SHEATHING & NAILING PER PLAN NOTES JOISTS PER PLAN HANGER PER PLAN NOTES 2x12 HF LEDGER W/ (2) 1/2"0 x 3.5" LAG SCREWS @ 16" OC EXIST JOISTS AB PER STRUCTURAL NOTES I I SOLID GROUT CELLS I I W/ ANCHOR BOLTS, f TYP u LEDGER TO EXIST WALL C GI ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 12/W22 J H H z 2 O m F =) CL N U � M W Lu � a N Ld rlj Q O Q ---- N Y Q DESIGN: JDM DRAWN: LVW CHECK: JGG JOB NO: 22240.10 DATE: 1 2/05/22 0 W W 00 U Z > (3) o a cl Z O N 0 J m J N) 0 W N W SHEET: V Q Lv 0 Z 0 Q 0 Z D 0 LL s4.1 SCALE: 1" = V-0" V SCALE: 1" = V-0" SCALE: 1" = V-0" C GI FRAMED PONY WALL PER PLAN FINISHED GRADE PER ARCH MIRADRAIN 6000 TIGHT LINE TO FOUNDATION DRAIN BACKFILL W/ FREE DRAINING MATERIAL FOOTING DRAIN "F" BARS cp 0 O0 o 0 p O 0. O Op 0.0 MIN 1-4 1 1/2" CLR 0.0 0°0 000 Op00 000 0 o 0 . O O p OO -1 0 O pO �I 'o 000o0000 O o o d °o, (2) #5 BARS #4 @ 16" OC HORIZ EA FACE FOR WALLS 8'-0" & TALLER (SINGLE LAYER #5 @ 15" OC FOR WALLS SHORTER THAN 8'-0") #4 @ 12" OC FOR 8'-0" AND TALLER WALLS "S" BARS FINISHED GRADE OR SLAB ON GRADE COMPACTED BACK FILL X X — "S" BARS - m u #5 @ 12" OC TOP & BOTTOM "B" I "t" I "T" RETAINING WALL SECTION SCALE: 3/4" = V-0" Nv z_ SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHED _ 00 SILL PLATE NAILING PER SHEAR WALL SCHED CONT HF RIM BOARD BREAK SHEATHING AT TOP PLATE, OR CONTINUE TO SILL PL BELOW w o SHEATHING AND z z NAILING PER PLAN AND SHEAR WALL SCHED RETAINING WALL SCHEDULE WALL GEOMETRY WALL REINFORCING MAX, T B "t" "D" "S" BARS F BARS 4'-0" 0'-8" 1'-0" 8" 12" #4 @ 12" OC NOT REQ'D 6'-0" 1'-0" V-6" 8" 12" #4 @ 12" OC NOT REQ'D 8'-0" V_6" 2'-4" 8" 12" #5 @ 12" EXT FACE #5 @ 12" OC 10'-0" V-6" T-0" 8" 12" #5 @ 6" EXT FACE #5 @ 12" NOTES: 1. FOUNDATION SHALL BEAR ON UNDISTURBED NATIVE SOIL OR COMPACTED FILL. 2. NOTE THAT THE RETAINING WALLS LESS THAN 8'-0" TALL HAVE REINFORCEMENT CENTERED IN THE WALL. ALTERNATE HOOK DIRECTION INTO FOOTING EVERY OTHER BAR. 3. THE RETAINING WALLS 8'-0" & TALLER HAVE REINFORCEMENT IN EACH FACE AS SHOWN. SIMPSON PB STANDOFF COL PER PLAN POST BASE AND SCHED FINISHED GRADE AT CONCRETE SLAB AT EXTERIOR CONDITION INTERIOR CONDITION m Lu � � o iil i i �_ Lu 0 0 n LLJ ol SIZE & REINF `" u PER PLAN & SCHED lo FOUNDATION DETAIL SCALE: 1" = V-0" FTG DRAIN PER TYP DETAIL x Q < O °O° °0 O i0 m °O 000 00 O°o°0000 0 O 0 O ° ° 0 D0 O 0 o p 0 0 °OL: 0 8" 4 7. SIZE AND REINF PER PLAN SECTION (BEARING) SCALE: 1" = V-0" NEW OR EXIST SHEATHING & NAILING PER PLAN & SHEAR WALL SCHEDULE (EXIST SHEATHING TO REMAIN AT NON -SHEAR WALLS) SHEATHING AND NAILING PER FOUNDATION PLAN NOTES JOIST PER PLAN SIMPSON A35 PER SW SCHED (24" OC AT NON -SHEAR WALLS) PT SILL PL W/ ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHED (2) #4 CONT #4 @ 12" OC EA WAY I� cn U ALT HOOK AS SHOWN BREAK SHEATHING AT BREAK SHEATHING AT TOP PLATE, OR CONTINUE TOP PLATE, OR CONTINUE TO SILL PL BELOW TO SILL PL BELOW SILL PL NAIL PER SW SCI JOIST PER PLAN SILL PL NAII PER SW SC — AT SHEAR WALLS LOCATED PER PLAN, PROVIDE TITEN HD AB'S TO MATCH SIZE AND SPACING SHOWN IN SW TABLE r EXIST SLAB ON GRADE WHERE OCCURS A. JOIST PERPENDICULAR TO WALL SECTION SCALE: 1" = V-0" SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHED SILL PLATE NAILING PER SHEAR WALL SCHED CONT HF RIM BOARD BREAK SHEATHING AT TOP PLATE, OR CONTINUE TO SILL PL BELOW SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHED (4) 8d NAILS JOIST PER PLAN 2x HF BLKG @ \ 4'-0" MAX SIMPSON A35 PER SW SCHED (24" OC AT NON -SHEAR WALLS) NOTE: FOR NOTES AND DETAILS NOT SPECIFICALLY CALLED OUT REFER TO DETAIL 2. '?7001 °pII��00 SECTION (NON -BEARING' SCALE: 1" = V-0" NOTE: FOR NOTES & INFO NOT SPECIFICALLY NEW OR EXIST SHEATHING & CALLED OUT REFER TO DETAIL 3/S5.2. NAILING PER PLAN & SHEAR WALL SCHEDULE (EXIST SHEATHING TO REMAIN AT HOLDOWN NOTE: NON -SHEAR WALLS) 1. EXTEND HOLDOWN ROD BETWEEN JOISTS AND THROUGH STUD WALL INTO STEM WALL BELOW. PROVIDE ROD COUPLER IF REQ'D. 2. WHERE LOWER STUD WALL HT> 3', PROVIDE (2) HDU AT FLOOR FRAMING (TIED TO HOLDOWN CHORD ACROSS FLOOR JOISTS) AND (1) HDU AT FOUNDATION LEVEL. 3. PROVIDE SQUASH BLOCKING EXIST JOIST RFT\A/FFN Hni nn\A/N CHnRnq B. JOIST PARALLEL TO WALL LLS LOCATED PER PLAN, V HD AB'S TO MATCH -ING SHOWN IN SW )N GRADE U RS 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 X X 1PC X X X X _ z p0�p0000 III 0 o 0�S 80 00 04 O o 00 0 1 0 00 00 0 00 0 u pi MAXIMUM SIZE & REINF SLOPE PER PLAN & SCHED CONTINUOUS FOOTING DETAIL SCALE: 1" = V-0" SLAB ON GRADE ®I PER PLAN w u — 0_ c — X X X — 00 cp° 00 cp po 0(j pp 0 0 © _ 0 8„ SIZE AND REINF lo PER PLAN SECTION SCALE: 1" = V-0" WOOD STUD WALL PER NOTES AND DETAILS (4) 10d NAILS JOIST PER PLAN 2x BLKG @ 48" OC 5/8"0 AB @ 24" OC (5" EMBED) #4 @ 12" OC EA WAY — z =Q a a w ow o_ ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 121 W 22 J H H z 2 O m F =) CLN U � M ct� W Lu � d N W Ln Q O N r-I Y DESIGN: JDM DRAWN: LVW CHECK: JGG JOB NO: 22240.10 DATE: 12/05/2211 O w w 00 U z > p� o Q a F_ w qt ry r, o ~O z N O J d' m J IM 0 w N w SHEET: S m2 C GI STAGGER NAILS ON EA SIDE OF PANEL JOINT AS REQUIRED PER SHEAR WALL SCHED -71-------71 - .1 I 11 . 1 1 II HEADER PER PLAN 7 11 11 1 11 II II 11 •I1 11 I.1 11 I I•I I I I I I I .1 I I 11 11 I I I CRIPPLE STUDS PER III PLAN; DO NOT CUT I I 1 I 1 1.1 1.1 I 1• AWAY MATERIAL FROM I• I I I I I• I I I CRIPPLE STUDS j 1 I I 1 II I I II I •I 1,1 I 11.11 II II I I I 111 II II I.1 II III FULL -HEIGHT 11.1 1 I I I I I• I I I HOLDOWN CHORD III 1111 1 I I II I I I •1 I II 11.11 II II II I I'I II 1111 II II I.I II III II.11 1111 1 1.1 II II I.I II II 1 1 I'I I.I II II 1111 11.11 II II II II I.I I I I'I II II 1111 II II I.I II III II.11 1 1.1 II II I.I II II 1 1 I.1 I•I I.I 11 AB W/ SIMPSON BP II I I II I I I•I I II II PL WASHER, TYP I•I II I •1 I.1 I.1 II II PT SILL PL PER SHEAR II I I I.1 I I I I WALL SCHED I I I .I A I I I•I I 1 I.1 II II I.1 � II :E II _ I - 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" AB SIZE AND SPACING PER PLAN AND SHEAR WALL SCHEDULE, TYP ------n-------n-------n-------r,-----7- 1.1 101 101 1.1 1 I•I II 11 11 11 111 11 II II 11 11 II II II 11 II II 11 III II 11 11 11 111 I'I I'I I'I I•I I I. II I 11 II II 11 II 1 FRAMING AT ADJOINING I I 11•I I I PANEL EDGES PER SHEAR I I I I I II II 11 101 WALL SCHED I I 11 11 11 I II II II II 11•I II 11 11 11 111 II II II II 101 I•I I•I 1• II II II II II •- .J 1 U ;-- ;--�•H- ;-- ;-� F•-- - �•� 1.1 1.1 II II II II II II II II II II II II II II II 101 I•I I•I II II II II II II II II II II II II II II II 101 I•I I•I II II II II II II II II II II II II II II II I'I I•I I•I II II II _1L------LL------� II II I II II L 11 11 1 1L---IL ------1 A�1-1�1- II II RIM BOARD \\ OR BLOCKING 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 EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP A. CORNER INTERSECTION 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 B. 'T' INTERSECTION TYPICAL WALL INTERSECTION DETAIL SCALE: 1" = V-0" 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 SECTION A -A SCALE: 1 1/2" = V-0" NOTE: STAGGER SHEATHING AS SHOWN. (IBC TABLE 2306.3.1, CASE 1 OR 3) INTERMEDIATE FRAMING MEMBERS SHEATHING PANEL, TYP --' --� CONTINUOUS I PANEL EDGES SUPPORTED PANEL EDGES I 2x OR 3x BLOCKING ONLY IF BLOCKED DIAPHRAGM IS SPECIFIED FRAMING MEMBERS W/ SPACING PER PLAN J� `L DIAPHRAGM BOUNDARY (SHEAR WALL, BEAM, OR DRAG STRUT) TYPICAL FLOOR/ ROOF SHEATHING DETAIL SCALE: NTS (2) ROWS OF (8) 0.131"0 x 3" 2 1/4" END NAILS @ 3" OC EA SIDE OF DISTANCE, TYP 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 BETWEEN SPLICES SPLICES TO OCCUR AT CENTER OF VERTICAL STUD TOP CHORD SPLICE BOTTOM CHORD SPLICE TYPICAL TOP PLATE SPLICE DETAIL 4 SCALE: 1" = 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) 771 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 S I M BEAM PER AND SCHE SIMPSON LTP4 A35 FRAMIr ANCHOR EACH SII OF BEA SOLID OR MULT STUD COLUMN PER F,P IEll ll\LU a.J 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 F if- il�►120r_ y1►Ie\:Z01►Ti�l 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 6' 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 TYPICAL HEADER DETAIL SCALE: 1" = V-0" JOIST DIRECTION PER PLAN STUD WALL PARALLEL TO STUD WALL TYPICAL FLUSH BEAM SUPPORT DETAILS SCALE: 1" = V-0" SOLID STUD COLU_.. TYP DOUBLE TOP PLATE BEAM OR HEADER PER PLAN AND NOTES CRIPPLE STUDS PER PLAN AND COLUMN SCHEDULE OR STRUCTURAL NOTES BEAM PER PLAN AND SCHEDULE SIMPSON A35 EACH `SIDE OF BEAM i V) v) _ FD a �w J LL 0 PERPENDICULAR TO STUD WALL STUD WALL ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 121 W 22 J H H Z 2 O m F D W N Q ~ U � W Lu � a N LJ Q O N Y Q DESIGN: JDM DRAWN: LVW CHECK: JGG JOB NO: 22240.10 DATE: 12/05/2211 0 W W 00 U Z > pp oa Q a:-3: 0 I- W ry r, 0 Z O N O J d' m J IM 0 W N W SHEET: V Q W 0 V Z S5ml EXIST SHEATHING 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 o X X w = O° o° o0 vvi ° TOO p po � °° °' a Ij 1► Ie�:/11/1�1► E7�il�q 1I\\• • 1 SIZE & REINFORCING PER PLAN AND SCHEDULE A. TYPICAL STRINGER TO LOWER LANDING TYPICAL STAIR SECTIONS SCALE: 1" = V-0" SIMPSON A35 @ 24" OC EA SIDE OF BEAM W/ #6 x 1/2" WOOD SCREWS INTO PLYWOOD FLOOR JOISTS / PER PLAN J FACE MOUNT BEAM PER PLAN HANGER PER PLAN NOTES JOISTS PERP TO BEAM FLOOR BEAM DETAIL SCALE: 1" = V-0" J U EXIST SHEATHING SIMPSON A35 @ 24" OC EA SIDE OF BEAM W/ #6 x 1/2" WOOD SCREWS INTO PLYWOOD FLOOR JOISTS PER PLAN BEAM PER PLAN 2x NAILER W/ 10d @ 6" OC JOISTS PARALLEL TO BEAM 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 SHEATHING & NAILING PER PLAN & SHEAR WALL SCHEDULE OR STRUCTURAL NOTES (EXIST SHEATHING AT NON -SHEAR WALLS) 2x CONTINUOUS RIM SILL PLATE NAILING PER SHEAR WALL SCHEDULE BREAK SHEATHING AT PLATE UNO PANEL EDGE NAILING 2x6 SISTERED 4LOCIING =VELED PLATE -UD WALL OR ✓I PER PLAN b -U IVI/AA JYHIV 6C I VVCCIV LANDINGS B. TYPICAL STRINGER TO PONY WALL EXIST STUD WALL AT NEW SHEAR WALLS, SILL PLATE NAILING PER PLAN & SHEAR WALL SCHEDULE OR STRUCTURAL NOTES WN1..11&y:1:revi::11►10 PER PLAN & SHEAR EXIST WOOD JOISTS WALL SCHEDULE OR STRUCTURAL NOTES 2x4 BLOCKING AT SHEAR WALLS NOTE: ONLY OR SIMPSON A35 PER SW NON -SHEAR WALL SCHEDULE BETWEEN RIM & TOP NAILING SHALL BE PER PLATE IBC TABLE 2304.9 A. JOIST PERPENDICULAR TO WALL TREAD AND RISERS PER ARCH BEAM PER PLAN BEAM PER PLAN 2x12 STRINGER SIMPSON HUC28-2, EACH STRINGER, WITH FULL NAILING 2x12 NOTCHED STRINGER 2x6 SISTERED PER SECTION A I NOTCH BEAM AS REQUIRED 8'-0" MAX SPAN BETWEEN LANDINGS C. TYPICAL STRINGER TO CENTER BEAM EXIST STUD WALL SHEATHING & NAILING PER PLAN & SHEAR WALL SCHEDULE OR STRUCTURAL NOTES SILL PLATE NAILING PER PLAN (EXIST SHEATHING AT & SHEAR WALL SCHEDULE OR NON -SHEAR WALLS) STRUCTURAL NOTES r EXIST SHEATHING 2x CONTINUOUS RIM SILL PLATE NAILING PER SHEAR WALL SCHEDULE BREAK SHEATHING AT PLATE UNO PANEL EDGE NAILING PER PLAN & SHEAR WOOD JOISTS PER PLAN WALL SCHEDULE OR ol STRUCTURAL NOTES EXTERIOR WALL PERPENDICULAR TO JOISTS TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = V-0" J Q O z Q P- Z:) m m � C7 N O z LL O O O zz z_a O�c~„ 0 o D 2x4 BLOCKING AT SHEAR WALLS ONLY OR SIMPSON A35 PER SW SCHEDULE BETWEEN RIM & TOP PLATE B. JOIST PARALLEL TO WALL "ER HEDULE AP WITH R HEDULE NAILING BLOCKING BILE ON CE WITH FULL ING TO VSIONS OF N ABOVE TYPICAL STRAP HOLDOWN DETAIL SCALE: 1" = V-0" (4) 8d NAILS @ BLOCKING HUC28-2 W/ FULL NAILING D. TYPICAL STRINGER TO UPPER LANDING RIM JOIST OR ni r�r�vinii-nrn r A...... A.— (6) 16d EA SI (1) 2x STUD EA SI OF BEAM/COLUP.... SECTION SCALE: 1" = V-0" SHEAR WALL PER PLAN HOLDOWN STRAP PER PLAN, FIELD BEND AROUND BEAM BEAM PER PLAN (DIRECTION VARIES) JOIST P (DIRECTION FLUSH BEAM HEADER TYPICAL STRAP HOLDOWN TO WOOD BEAM SCALE: 1" = V-0" JOIST PER PLAN BLOCKING @ 24" OC ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 121 W 22 1 J a z O D_ Q' O N ~ V LJ � w a W N Q C O N r-I Y WALL DOUBLE TOP PLATE < SIMPSON LSTA15 WHERE DESIGN: JDM TOP PLATE IS CUT (BEYOND) DRAWN: LVW CHECK: JGG BEAM PER PLAN JOB NO: 22240.10 DATE: 1 2/05/22 COLUMN PER PLAN SHEAR WALL PER PLAN HOLDOWN STRAP PER PLAN, FIELD BEND AROUND BEAM CONTINUOUS RIM HEADER BEAM PER PLAN 0 La U Lj co Z > p) La a 0 W � � 0 Z O N 0 J d' :m J M M W N W SHEET: S5.2 DIAPHRAGM BOUNDARY NAILING ROOF SHEATHING AND PER ROOF FRAMING PLAN NOTES NAILING PER ROOF FRAMING PLAN NOTES 2x HF BLKG. AT RIDGE, TYP 2x4 BLOCKING W/ SILL FULL DEPTH BLOCKING RIPPED PLATE NAILING PER TO MATCH SLOPE OF ROOF SHEAR WALL SCHEDULE VALLEY TRUSSES PER ROOF PLAN, TYP SILL PLATE NAILING PER SHEAR WALL SCHEDULE PROVIDE BOUNDARY NAILING AT TOP PLATE PER SHEAR WALL SCHED SLOPED HU OR LRUZ HANGERS ROOF JOISTS PER PLAN 2x LEDGER W/ (2) ROWS OF 1/4"o x 5" SIDS SCREWS @ 16" OC STUD WALL FRAMING PER PLAN NOTES TYPICAL TRUSS SUPPORT DETAIL SCALE: 1" = V-0" DIAPHRAGM BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES FULL DEPTH BLKG RIPPED TO MATCH SLOPE OF ROOF PROVIDE BOUNDARY NAILING AT TOP PLATE PER SHEAR WALL SCHEDULE SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE ROOF SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES ROOF RAFTERS PER PLAN 2x4 BLKG W/ SILL PL NAILING PER SHEAR WALL SCHED SIMPSON H2.5A TIE STUD WALL FRAMING PER PLAN NOTES TYPICAL RAFTER SUPPORT DETAIL SCALE: 1" = V-0" PRE-ENGINEERED ROOF TRUSS PER PLAN SIMPSON H2.5A TIE AT EACH TRUSS BEAM PER PLAN WHERE OCCURS. WHERE BEAM ISN'T PRESENT, PROVIDE SOLID BLKG BTWN EA STUD FOR LEDGER CONN DIAPHRAGM BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES 2x4 FLAT OUTLOOKER @ 24" OC, 24" MAX OVERHANG 2x FULL DEPTH RIM. NOTCH AT OUTLOOKERS 2x FULL DEPTH BLKG @ 4'-0" OC SHEATHING PER PLAN & SHEAR WALL SCHEDULE 2x4 SLEEPER TYP W/ (2) 0.131"0 x 3 1/2" NAILS EACH JOIST ROOF JOISTS PER PLAN TYPICAL OVERFRAMING DETAIL SCALE: 1" = V-0" SIMPSON A35 CLIPS @ 24" OC (4) 10d NAILS @ BLKG ROOF SHEATHING & NAILING PER ROOF FRAMING PLAN NOTES ROOF JOIST PER PLAN (3) 10d NAILS EA END A34 CLIP EA BLOCK FULL -HEIGHT STUD WALL PER PLAN & NOTES ROOF RAFTER CONNECTION (NON -BEARING SCALE: 1" = V-0" SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES 2x OUTLOOKER (24" MAX OVERHANG) GABLE END TRUSS SHEATHING AND NAILING TO MATCH SHEAR WALL BELOW SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE DIAPHRAGM BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES FULL DEPTH BLKG RIPPED TO MATCH SLOPE OF ROOF PROVIDE BOUNDARY NAILING AT TOP PLATE PER SHEAR WALL SCHEDULE SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE DIAPHRAGM BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES A35 CLIP PER SW SCHED (24" OC MAX) A35 EACH LINE OF BLOCKING SIMPSON LSTA15 STRAP EACH SPLICE OPTION A. BLOCKING AND STRAPS TYPICAL GABLE END SECTION SCALE: 1" = V-0" ROOF SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES 2x4 BLKG W/ SILL PL NAILING PER SHEAR WALL SCHED SIMPSON H2.5A TIE ROOF RAFTERS PER PLAN STUD WALL FRAMING PER PLAN NOTES TYPICAL RAFTER SUPPORT DETAIL SCALE: 1" = V-0" 2x4 BLOCKING FOR (3) TRUSS SPACES @ 4'-0" OC MAX 6d COOLER NAILS @ 6" OC OVER EXTENTS OF BLOCKING (4) 8d NAILS INTO EA BLOCK fI II IJ 2x4 BLOCKING EACH BRACE 2x4 BLOCKING EACH BRACE (6) 10d PROVIDE (2) 2x4 OR (1) 2x6 DIAGONAL BRACE AT 4'-0" OC NOTE: REFER TO CASE A FOR INFORMATION NOT SPECIFICALLY CALLED OUT OPTION B. BRACING C G ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 PLYWOOD SHEATHING & NAILING PER ROOF FRAMING PLAN NOTES 2x12 CONT RIM J TRUSS PER PLAN < A35 @ 24" OC H Z 2 O m F IZ N U � OVERFRAMING Ld PER DETAIL 2 C) a 121 W 22 N N ROOF SHEATHING & L NAILING PER ROOF Q N FRAMING PLAN NOTES � Y 2x NAILER W/ 10d @ 6" OC, PROVIDE 2x BLKG BETWEEN EA STUD AT CEILING LEVEL RAKED STUD WALL PER STRUCTURAL NOTES DESIGN: JDM DRAWN: LVW 10d @ 6" OC CHECK: JGG BEVELED BUILT UP 2x PLATE JOB NO: 22240.10 BEVELED BLOCK FOR FULL ROOF RAFTERS PER PLAN DATE: 1 2/05/22 SUPPORT OF ROOF SHEATHING SLOPED HANGER PER DETAIL 1 1 TYPICAL RAFTER SUPPORT DETAIL SCALE: 1" = V-0" V Q Ld 0 V W W O 0 Z U Z > p� Q a Q o La ryr,V) N 0 Z 0 0 N 0 0 J D W M 0 W N W SHEET: s6mi