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APPROVED PLN RESUB3 BLD2020-0893+Architectural_Plan+10.13.2021_7.56.09_AM+2459488OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department ----------------------- Work NEW DUPLEX ----------------------------------------- Address 21022 74TH AVE W --------------------------------------- Owner HARRIS Approved Date 10/20/2021 Building Official: w• W ------------------------------------------------------- ------ ----------------------- Permit Number BLD2021-0893 LEFT ELEVATION SCALE: 1 /4 IN = 1 FT (5-6) 7X7 ROOF VENTS REQUIRED PER UNIT REAR ELEVATION SCALE: 1 /4 IN = 1 FT Approved by Fire 10/18/2021 AFM fCFGtterer Reviewed: Approved. A residential fire sprinkler system is required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. ECDC19.05.020B2. Provide a minimum combination water service of one inch (1 ") meter and one and one half (11/2") service line, or show that domestic and fire protection needs can be met with a smaller service. MAX ALLOWABLE RIDGE ELEV - 437.25 RM-2.4 ZONING MAX HT 25' PLUS 5' HEIGHT EXCEPTION = 30' CM CM V 0 co ACTUAL RIDGE ELEV - 432.67 AVERAGE GRADE: NW = 409.5 SW = 405.6 SE = 404.9 NE = 409.0 TOTAL =1630.0 A=407.25 +30=437.25 DESIGN HT 407.0 + 25.67 = 432.67 JERAGE ORIGINAL BADE 407.25 FLOOR ELEV - 407.0 BENCHMARK - 406.59 TOP OF ROOF RIDGE 00 Ln N UPPER FLOOR WALL HT 8'-1" UPPER FLOOR FRAMING 12" MAIN FLOOR WALL HT 9'-1" TOP OF SLAB FLOOR APPROVED BY PLANNING jf1& WkIY7 r_1 Oct 14 2021 16 X 8 GARAGE DOOR 16 X 8 GARAGE DOOR FRONT ELEVATION SCALE: 1 /4 IN = 1 FT 3 TAB COMPOSITION ROOFING OVER 30LB FELT RIGHT ELEVATION SCALE: 1 /4 IN = 1 FT APPROXIMATE FOOTAGE SUMMARY LOWER LEVEL LIVING 540 UPPER LEVEL LIVING 909 TOTAL LIVING 1449 GARAGE AREA 380 COVERED PORCHES 10 RESUB Oct 13 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W V O Z W O 0 � � J �z'- CO W m z 0 Cl) LU a LU ID J 5 Q L O W 2 = W C/)o two 80 Lu rn C)>� Q Q W F --- Z m N 0 N LLI x W J a. ID =p Z 00 Qp pW F- LU (.) p� J O p � ma DATE: 7/22/2021 EHD JOB: 2293 SHEET: 1 11'-11" — 3'-2" 6' 2'-9" SW 1 6040 LS o EGRESS WINDOW N PER R-310.1 x ALL EXT WINDOW AND DOOR HDRS TO BE 4X8 DF #2 U.N.O. - o 0'). MASTER BEDROOM ao n l � SD SMOKE ALARM PER R314 WHOLE HOUSE FAN PER 40' 8'-1" T-91/2" 12'-21/2" 3'-0 1/2" 6' < 3'-2" — 50 CFM VTO FAN 2'-5 1 /2'� 5' T LINEN 0 M1507.3 W/ 24 HR TIMER, 00 R-4 DUCT INSULATION, AND °' v 0 1.5 SONE RATING. VTO `" N 00 \n N � r2668 N 9' 10'-8" x J N co (D FAN M O Z N r• co 2 i� CARBON MONOXIDE M ALARM PER R315.1 SW1 3 N N co sD 5 SMOKE ALARM M M N PER R314 HALF WALL R807.1 - 22X30 ATTIC D DRYER ACCESS. INSULATE M VTO AND WEATHERSTRIP. 00 L9 FAN Op ifl o o 5068— O 50 CFM VTO N SW 1I 6040 LS SW 1 EGRESS WINDOW PER R-310.1 50 CFM VTO ALL EXT WINDOW AND DOOR 00 HDRS TO BE 4X8 DF #2 U.N.O. FAN co 0') N W D5' 2'-5 1/2" � N � O N LL O M LINEN MASTER BEDROOM o / 00 _ SD SMOKE ALARM PER R314 WHOLE HOUSE FAN PER M1507.3 W/ 24 HR TIMER, v R-4 DUCT INSULATION, AND `'' `V 1.5 SONE RATING. VTO o N_ lT 2668 10'-8" 9' N J LXL N FAN (D o M N M Z co F- 1 SW1 CARBON MONOXIDE M N ALARM PER R315.1 N CO SD M 00 SMOKE ALARM N M —T PER R314 LINEN HALF WALL : pJDN R807.1 - 22X30 ATTIC cy) ACCESS. INSULATE 50 CFM VTO AND WEATHERSTRIP. 0 0 _ FAN co (D DRYER N VTO 2668 T }E 5' 5068 2668 5068 6'-5" 3'-6" SD SMOKE ALARM PER R314 BEDROOM 3 EGRESS WINDOW PER R-310.1 �SW1 4040LS SW1 1'-1 1/2" 3-2 1 /4" 4' 3-2 1 /4" 10'4 1/2" 5' 3' E n BEDROOM 2 BEDROOM 2 Q 2 Q 0 5 0 B SD M SD 3 SMOKE ALARM SMOKE ALARM PER R314 PER R314 EGRESS WINDOW EGRESS WINDOW PER R-310.1 PER R-310.1 4040LST SW1 r 404C — 4' 4'-6" 4'-6" 4' 9'-7 1/2" 9'-7 1/2" 19'-3" all 3'-6" 6-8 1/2" SD SMOKE ALARM PER R314 BEDROOM 3 EGRESS WINDOW PER R-310.1 SW1 404OLS SW1 1'-1 1/2" 3-2 1 /4" 4' 3'-2 1 /4" 10'4 1/2" UPPER FLOOR PLAN SCALE 1/4"=1 FT w v R-10 RIGID INSULATION AT ALL DOOR AND WINDOW HEADERS O M r �' 2'-6" 7' 2'-6" 4 � 3 SW2 7050TS SW2 �p �p MINI SPLIT `�� `�� 3068 c' Q Q 19 co 4X10 DF#2 R311.3.2 MIN LANDING 36 X 36 WITH 7 3/4" MAX RISE TO TOP OFTHRESHOLD DINING FAMILY ALL EXT WINDOW AND DOOR HDRS TO BE 4X8 DF #2 U.N.O. SMOKE ALARM PER R314 SD CARBON MONOXIDE co ALARM PER R315.1 2'-9 1/2" >rE T-9 1/2" 3'-6" 2'-7" o N N o FAN O iV N 50 CFM VTO r, n i,,,— UP r 006 2868 M 8 g SW1 HANDRAIL 5 5 1 3/8" SOLID CORE WOOD DOOR OR 20 MINUTE FIRE RATED DOOR 40, 8' 12' 3' 4 2'-6" 7' < 2'-6" SW2 7050TS SW2 SW2 `4 3068 �p� �p� MINI SPLIT co 4X10 DF#2 J c') co R311.3.2 MIN LANDING 36 X 36 LL WITH 7 3/4" MAX RISE w O TO TOP OFTHRESHOLD LD I-- Z DINING Q w FAM I LY aui z ALL EXT WINDOW AND DOOR ui W HDRS TO BE 4X8 DF #2 U.N.O. LL ui W 00 = W SMOKE ALARM PER R314 SD CARBON MONOXIDE ALARM PER R315.1 co I t 14'-8" ----- ---- El OD Hl O E 100 CFM 100 CFM N FAN FAN VTO I I FAN VTO o 50 CFM VTO FAN 3 t:jFAN I n SW1 � IIII / I STRAP DOUBLE 2X8 LANDING N FRAMING TO DBL STUD WITH r UP LSTA18 AT EACH SIDE SW1 3'-9 1/2" 2'-9 1 HM I IIII I HM I I I I I HANDRAIL SW1 2868 o 0 v N WITH SELF CLOSER PER R302.5.1 ° 1 3/8" SOLID CORE WOOD DOOR WH UNDER STAIR LANDINGS OR 20 MINUTE FIRE RATED DOOR WITH SELF CLOSER PER R302.5.1 WATER HEATER SHALL BE R302.7 - ENCLOSED ACCESSIBLE SPACE BRACED PER P2801.7 UNDER STAIRS SHALL BE PROTECTED WITH RELIEF VALVE PER P2803 WITH 5/8" GWB ON ALL ENCLOSED SURFACES. WATER HEATER SHALL BE BRACED PER P2801.7 ELECTRIC WATER HEATER ELECTRIC WATER HEATER WITH RELIEF VALVE PER P2803 GARAGE UNDER STAIR LANDING UNDER STAIR LANDING J GARAGE J _ _ _ _ _ _ _ _ _ _ M Q _ _ _ _ _ _ _ _ _ _ _ N LL N 51/8X15GLB24FV4 W0 5 1/8 X 15 GLB 24F V4 a_ F----------— — — — — — - o��------— — — — — — — — — — R302.6 - PROVIDE 1/2" DRYWALL ON WARM WALLS, F- Z R302.6 - PROVIDE 1/2" DRYWALL ON WARM WALLS, SUPPORTING WALLS AND GARAGE TO ATTIC. Q w SUPPORTING WALLS AND GARAGE TO ATTIC. PROVIDE 5/8" TYPE X GWB ON CEILINGS Q W PROVIDE 5/8" TYPE X GWB ON CEILINGS WITH HABITABLE ROOMS ABOVE � WITH HABITABLE ROOMS ABOVE �ji 5 �CP. O � 5 `�� 5 1/8 X 15 GLB 24F V4 j=AL=: `�� 5 1/8 X 15 GLB 24F V4 O� � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — c n16080 SW3 16080 5 2' 16' 2' 2' 16' 2' 20' 20' 40' LOWER FLOOR PLAN SCALE 1/4"=1 FT UPSTATE ENGINEERINC PO BOX 952 LYNNWOOD, WA 98046 206-280-4715 STRUCTURAL REVIEW THIS DRAWING HAS BEEN REQUIREMEREVIEWED B ATTACHED LETTER/CALCULATIONS PROVIDED Endl F REVIEWED BYiTYOFNO DEVELOPMENTS DATE:10/11i21 J0f #pA W V 0 W � � Q a W M� W z 0 U) uj 0 J Na OLu 5W G W r� v' O W N U) 00 > W a7 C) > �Q W � � O (n N m N O O� N W x W J qq DC a0 Z 00 >2 ao OW W W 0n J o D w m 0- DATE: 7/22/2021 EHD JOB: 2293 SHEET: Simple Heating System Size: 2015 Washington State Prepared by: Dennis Smiley / Emerald Home Design Builder - David harris Plan - 1449 Duplex Design Temp - 21 70 - Design Temp = 49 Conditioned Floor Area 1449 Average Ceiling Ht 8.40 Conditioned Volume 12169.875 Component U-Factor Area UA Glazing and Doors 0.280 162 45.4 Skylights 0.500 0 0.0 Attic Area - R-38 0.027 0 0.0 Attic Area - R-49 0.026 936 24.3 Above Grade Walls - R-21 Int i 0.056 19441 108.8 Floors - R-38 1 0.025 3961 9.9 Below Grade Walls - R21 Interior 0.042 0 0.0 Slab Below Grade - R-10 Fully Insulated :::�O- 3031 0 0.0 Slab on Grade - R-10 Fully Insulated 0.360 96 34.6 Location of Ducts - NA 1 Duct Leakage Coefficient Sum of UA 223 Envelope Heat Load 10931 Air Leakage Heat Load 6440 Building Design Heat Load 17371 Add Building Duct Heat Load (x 1.0) 17371 Maximum Heat Equipment Output (x 1.4) 24320 TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENT BY COMPONENT (a) FENESTRATION U-FACTOR (b) 0.28 SKYLIGHT (b) U-FACTOR 0.5 GLAZED FENESTRATION SHGC (b,e) NR CEILING R-VALUE (k) 49 WOOD FRAM WALL (g,m.n) R-VALUE 21 INT MASS WALL R-VALUE (i) 21/21 FLOOR R-VALUE 38 BELOW GRADE (c,m) WALL R-VALUE 21 INT+TB SLAB (d) R-VALUE AND DEPTH 10, 2 FT Windows and Doors Quantity Width Ft Width In Height Ft Height In Windows Glass Doors Non -Glass Doors Overhead Glazing R406 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS Small Dwelling Unit (Less than 1500 SF) requires 1.5 point from table R406 This project selects the following: Area 1 7 0 5 0 35.0 2 4 0 4 0 32.0 3 3 0 1 6 13.5 1 6 0 4 0 24.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 0 0 01 01 01 0.0 01 0 0 0 01 0.0 01 0 0 01 01 0.0 104.5 1 3 0 6 8 20.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 20.0 1 3 0 6 8 20.0 1 2 8 6 8 17.8 0 0 0 0 0 0.0 0 0 0 0 0 0.0 01 01 0 01 01 0.0 37.8 OF 0 0 0 0 0.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 0 0 0 0 0 0.0 0 01 0 01 01 0.0 HIGH EFFICIENCY HVAC EQUIPMENT 3d: Ductless Split System Heat Pumps, Zonal Control: In homes where the primary space heating system is zonal electric heating, a ductless heat pump system shall be installed and provide heating to the largest zone of the housing unit. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 1.0 CREDITS EFFICIENT WATER HEATING 5a: All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less. c To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum flow rates for all showerheads, kitchen sink faucets, and other lavatory faucets. 0.5 CREDITS a. Projects using this option may not use Option la, 1b or 1c. b. Projects may only include credit from one space heating option, 3a, 3b, 3c or 3d. When a housing unit has two pieces of equipment (i.e., two furnaces) both must meet the standard to receive the credit. c. Plumbing Fixtures Flow Ratings. Low flow plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following requirements: 1. Residential bathroom lavatory sink faucets: Maximum flow rate - 3.8 L/min (1.0 gal/min) when tested in accordance with ASME Al 12.18.1/CSA B125.1. 2. Residential kitchen faucets: Maximum flow rate - 6.6 L/min (1.75 gal/min) when tested in accordance with ASME Al 12.18.1/CSA B125.1. 3. Residential showerheads: Maximum flow rate - 6.6 L/min (1.75 gal/min) when tested in accordance with ASME Al 12.18.1 /CSA B125.1. The following Washington State Energy Code information is required: a. Post Energy Code Compliance Certificate within 3 ft. of electrical panel (these are available at www.energy.wsu.edu/code) b. Provide door blower test affidavit by final building inspection c. Provide (1) programmable thermostat Cl. Provide duct sealing affidavit by final inspection e. A minimum of 75% of all interior lighting shall be high efficiency f. All required insulation and glazing values g. Building framing cavities shall not be used for ducts or plenums. Installation of ducts in exterior walls, floors, or ceilings shall not displace required envelope insulation. 0.0 Mechanical Ventilation CENTER TRUSS DIRECTLY OVER 1" SPACE. TOP PLATE TO ROOF CONNECTION PER SHEARWALL SCHEDULE. 5/8" TYPE X GWB W/ 6d (1%" LONG, 0.0915" SHANK, HEADS) COATED NAILS ROOF SHEATHING PER PLAN 5/8" TYPE X GWB 5/8" TYPE X GWB W/ 6d (1%" LONG, 0.0915" SHANK, 1/4" HEADS) COATED NAILS 5/8" TYPE X GWB W/ 6d (1LONG, 0SHANK, '/," HEADS) COATED NAILS (2) 2X4 WALLS WITH 1" SEPARATION. 4" CONCRETE SLAB FLOOR L R-10 RIGID INSULATION 10" CONCRETE FOUNDATION WALL. UNDER ENTIRE FLOOR FOLLOW TYPICAL FOUNDATION DESIGN WITH (2) ROWS OF ANCHOR BOLTS © UNIT SEPARATION - 1 HOUR This Project Floor Area 1449 This Project Number of Bedrooms 3 This Project Requires 45 CFM Whole House Ventilation fresh air supply to be provided by exhaust fans Table M1507.3.3(1) Continuous Whole House Mechanical Ventilation FI Area 0-1 Bdrs 2-3 Bdrs 4-5 Bdrs 6-7 Bdrs >7 Bdrs <1500 30 45 60 75 90 1501-3000 45 60 75 90 105 3001-4500 60 75 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135 150 >7500 105 120 135 150 165 Table M1507.3.3(2) Runtime Percentage and Multiplying Factor 25% 33% 50% 66% 75% 100% 4 3 2 1.5 1.3 1 M1507.3.1 System design. The whole -house ventilation system shall consist of one or more supply or exhaust fans, or a combination of such, and associated ducts and controls. Local exhaust or supply fans are permitted to serve as such a system. Outdoor air ducts connected to the return side of an air handler shall be considered as providing sup -ply ventilation. M1507.3.2 System controls. The whole -house mechanical ventilation system shall be provided with controls that enable manual override. M1507.3.3 Mechanical ventilation rate. The whole -house mechanical ventilation system shall provide outdoor air at a continuous rate of not less than that determined in accordance with Table M1507.3.3(1). Exception: The whole -house mechanical ventilation system is permitted to operate intermittently where the system has controls that enable operation for not less than 25-percent of each 4-hour segment and the ventilation rate prescribed in Table M1507.3.3(1) is multiplied by the factor determined in accordance with Table M1507.3.3(2). `C C C `C C `C `C `C `C `C `C `C `C C C C C C C C C GA FILE NO. WP 5512 GENERIC 1 HOUR 45 to 49 STC Y FIRE SOUND GYPSUM WALLBOARD, WOOD STUDS !- One layer s/e" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of double row o2 x 4 wood studs 1 o.c. on separate plates 1" % apart with 6d coated nails, 17/s' long,, 0.0915" shank, 1/4" heads, 7" o.c. Joints staggered 16" on opposite sides. Horizontal bracing required at mid -height. (LOAD - BEARING) Y Thickness: 9Va" Approx. Weight: 8 psf % Fire Test: See WP 3605 (UL R1319-4, -6, 6-17-52; % UL R2717-39, 1-20-66; UL R3501-52, 3-15-66, Y UL Design U305; ULC Design W301); % UL R4024, 10-31-68 Sound Test: NRCC TL-93-261, IRC-IR-761. 3/98 rn N A AVERAGE GRADE: NW = 409.5 SW = 405.6 SE = 404.9 NE = 409.0 TOTAL =1630.0 A=407.25 +30=437.25 DESIGN HT 407.0 + 25.67 = 432.67 40' 12' 8' 8' 12' E=409.5 \ N N �,^� cP 1 I�ya� -�ya- -----Ao- �-0 1 - N----�-- ���--------moo- -�oIC -L------ � �� t„% --------�--------J I 1 I 1 I 1 4" CONCRETE SLAB WITH 24" RIGID R-10 INSULATION UNDER ENTIRE SLAB `° AND THERMAL BREAK AT PERIMETER WITH CO 6 MIL BLACK VAPOR BARRIER OVER MIN 4" BED OF SAND OR GRAVEL BELOW SLAB 1 I 1 1 1 1 1 1 I I 12'-8" A2 5 6-3" \ \ I \ \ A2 DTT1 Z TO DO v 5 INSTALLED Ai \ - - - - - - -----------J > I--- 1 6" FOUNDATION TYPICAL /WALL rFOOTING TINUOUS 1 YPICAL 1 1 4" CONCRETE SLAB 1 1 I I AT GARAGE 1 1 I 1 Ao_-J--------------- 6'-3" � 1 -%-- T J STUD WALL FRAMING 5 M L- - - - - - - - - - ------� // ----------------- 1 \ \ 1 \ \ 1 \ \ 1 I 1 1 4" CONCRETE SLAB 1 AT GARAGE 1 I 1 I 1 1 I �A L-,�O----------------�o�o ------------------ - - - - - - - - - - - - - - - - - - - - - - - - 7 E=405.6 5 5 1'-10 1 /2" 16'-3" - 20' - 40' 16'-3" - 20' - 1'-101/2"- - - FOUNDATION PLAN SCALE 1 /4"=1 FT E=409.0 rn N ao 0 E=404.9 UPSTATE ENGINEERINC PO BOX 952 LYNNWOOD, WA 98046 206-280-4715 STRUCTURAL REVIEW THIS DRAWING HAS BEEN REVIEWED FO T REQUIREMENT R ATTACHED LETT PROVIDED BY 68o F C REVIEWED BY: IDS DATE:1 o111 i21 Dev r 11 e W V O W O 0 � � J CL Cn 1`1�1 r 4 m LU a LU 0 J 2 Q U O W C W (n 0 U7 W O cn 3: ao W M C) > Q Q F W Z m N T_ p N LU W J a. M Cl) 111IT DC Cl) Z 0 Q� pW H W V In LU J0 M W m � DATE: 7/22/2021 EHD JOB: 2293 SHEET: 3 Upper Attic Ventilation Per R806.2 PER UNIT Attic Area SQ FT 936 Attic Area SQ IN 134784 Vent Area SQ IN/300 449 Upper Area 40-50° 180 Ito 225 Lower Area to be provided by vented block at each truss D1 5 ATTIC VENTILATION: VENTED BLOCKING AND GABLE END VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR LESS FROM THE PROPERTY LINE OR WHEN THE EAVE OR OVERHANG IS LESS THAN 5 FT FROM THE PROPERTY LINE. TRUSS MANUFACTURER TO SUPPLY DETAILED PLAN AND ENGINEERING FOR ROOF TRUSSES ROOF PLAN SCALE 1/4"=1 FT TYPICAL OVERHANG TYPICAL OVERHANG AT GABLES 12" AT EAVES 12" WALL FRAMING 5/8 GWB LUS26 TYPICAL r SECOND LANDING II FIRST LANDING DOUBLE 2X8 CANTILEVERED O d d Q LL WH UNDER Q STAIR LANDING SECTION A SCALE: 1/2 IN = 1 FT OCANTILEVER FLOOR JOIST rLUUM JVIJ I I V DC 2X12 HF#2 AT 16"OC UPPER FLOOR FRAMING PLAN SCALE 1/4"=1 FT C2 5 C1 5 CANTILEVER 4 FLOOR JOIST 5 UPSTATE ENGINEERINC PO BOX 952 LYNNWOOD, WA 98046 206-280-4715 STRUCTURAL REVIEW THIS DRAWING HAS BEEN REVIEWED FOR STRUCTURAL REQUIREMEN ATTACHED LETT PROVIDED BY THIS OFFICE. REVIEWED B . Ct m9 DATE:10/11/Zbev�LTnRv ces W V 0 W � O Co � Q cn W m z 0 U) Lu 0 Lu 15 J NQN O Lu W m m W .. o U) W N U) 00 > W � �a � Q� w o Z U) N :E 0 C) N LU x W J D Q Q = Z 00 >2 Q pW F— LU W 0 n J O D W m � DATE: 7/22/2021 EHD JOB: 2293 SHEET: 4 GENERAL NOTES ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE, 2015 INTERNATIONAL BUILDING CODE, AND THE 2015 WASHINGTON STATE ENERGY CODE. R-408.2 (WAC 51-51) UNDERFLOOR VENTILATION REQUIRES 1 SQ FT OF NET FREE CROSS VENTILATION FOR EACH 300 SQ FT OF UNDERFLOOR AREA COVERED. R-408.4 UNDERFLOOR ACCESS: MINIMUM 18" X 24" CLEAR ACCESS THROUGH FLOOR, MIN 16" X 24" THROUGH EXT WALL. R-317.1 WOOD FLOOR JOIST CLOSER THAN 18" AND WOOD GIRDERS CLOSER THAN 12" FROM THE EXPOSED GROUND MUST BE PRESSURE TREATED. FASTENERS INTO OR IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. EXCEPTION: 1/2 INCH DIAMETER OR GREATER STEEL BOLTS. R-806.2 ATTIC VENTILATION REQUIRES NET FREE CROSS VENTILATION 1/150 OF ATTIC AREA. OR 1/300 IF 40-50 PERCENT IS UPPER VENTILATION. VENTED BLOCKING AND GABLE END VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR LESS FROM THE PROPERTY LINE OR WHEN THE EAVE OR OVERHANG IS LESS THAN 5 FT FROM THE PROPERTY LINE. WHEN APPLICABLE SEE D2 R-807 ATTIC ACCESS REQUIRES 22" X 30" MIN CLEAR OPENING IN A READILY ACCESSIBLE AREA. 30" MIN HEADROOM, INSULATE AND WEATHERSTRIP R-310 EGRESS OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FLOOR WITH A MIN OF 5.7 SQUARE FEET, A MIN WIDTH OF 20" AND A MIN HEIGHT OF 24". R-314.3 INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, IN THE IMMEDIATE VICINITY OUTSIDE EACH SLEEPING AREA AND ON EACH STORY. SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR SHOWER. R314 IONIZATION SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 20 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. IONIZATION SMOKE ALARMS WITH AN ALARM -SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. PHOTO ELECTRIC SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 6 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. R315.1 CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. R-308.4 SAFETY GLAZING IS REQUIRED AT ENCLOSURES FOR TUBS AND SHOWERS AND WHEN PLACED WITHIN 24" ARC OF EITHER VERTICAL EDGE OF DOOR AND GLAZING IS LESS THAN 60" ABOVE FLOOR. M-1503 RANGE HOOD SHALL DISCHARGE TO THE OUTDOORS THROUGH A SINGLE WALL DUCT THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR SURFACE, SHALL BE AIR TIGHT AND SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER. R319.1 BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS. MIN SIZE 4 IN WITH 1/2 IN STROKE AND CONTRASTING BACKGROUND AND VISIBLE FROM STREET. DESIGN CRITERIA ROOF LIVE LOAD 25 - ROOF DEAD LOAD 15 FLOOR LIVE LOAD 40 - FLOOR DEAD LOAD 10 DECK LIVE LOAD 60 - DECK DEAD LOAD 10 WIND SPEED BASIC / ULTIMATE 85 / 110 SEISMIC CAT. D MID ROOF "UNDER SHINGLE" VENTING TO PROVIDE LOWER ATTIC VENTILATION. SOLID TIGHT FITTING BLOCKING (NO VENTS) - R-10 RIGID INS INSULATION PER ENERGY INFORMATION PAGE 1 '-6"_P NOTE: GABLE ENDS THAT ARE DIRECTLY UP AGAINST 5 FT SETBACK SHALL HAVE NO GABLE VENTS ROOF OVERHANG INTRUDING INTO D2 5 FT PROPERTY LINE SETBACK THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8" HANDRAIL 34-38" ZZ MIN HEAD CLEARANCE TO BE 6-8" ABOVE STAIR NOSE STAIR TREAD PER R-311.5.3 1X8 RISER FLOOR JOISTS 2X12 STRINGERS (3) MECHANICAL CONNECTION MIN RUN 10" FLOOR TO STAIRS MAX RISE 7 3/4" 1/2" GWB UNDER STAIRS 2X DRAFT STOP BLOCKING BETWEEN STUDS 3/4" - 1 1/4" NOSING 2X4 STIFFENER A4 TYPICAL STAIR SECTION 2x TOP PLATE WIDTH PER PLAN (1'-6" MIN.) NAIL SHTG TO HEADER @ 3" OC EW (2) 3x STUDS UNO HEADER PER PLAN NAIL SHTG TO Ln EXTEND OVER EACH STUD SHEARWALL x = APA RATED SHTG 8d NAILS 3" OC @ A—ff 0 Q PER SW SCHED ALL PLATES — 5 HEADERS & STUDS 3: — HOLDOWN (3) 2x PLATES PER PLAN NAIL SHTG TO EACH PLATE 8" CONIC STEM WALL (2) 5/8" 0 A.B. EMBED 7" MIN (2) #4 VERT EA FACE CONC SLAB #3 TIES @ 8" O.C. CONT FTG W/ 1-1 11=1 1, � II 11-11 I J_ (2) #4 TOP & BOT >18" MIN. RAISED SHEAR WALL (RSW) NTS BOUNDARY NAILING PER PLAN RF SHEATHING PER PLAN MANUFACTURED TRUSS PER PLAN 16d PER SW SCHED BASE PLATE NAILING SHEAR WALL PER PLAN ROOFING MATERIAL TO BE COMPOSITION OVER 30LB FELT 7/16" OSB ROOF SHEATHING. 8D AT 6" OC AT EDGES AND 12" OC AT FIELD H1 ROOF TO TOP PLATE CONNECTION AT EACH TRUSS VENTED 2X R-10 RIGID INS BLOCKING INSULATION BAFFLE WITH 1" MIN AIR SPACE TO EXTEND HEADER PER PLAN TO 12" VERTICALLY ABOVE INSULATION SHEATHING PER SW SCHEDULE 2X6 WALL FRAMING AT 16" OC TYPICAL ROOF TO WALL D1 AND HEADER SECTION (2) 44 HORIZONTAL REINFORCING ROD 4" GRAVEL BEARING WALL MECHANICAL FASTENER BATT INSULATION PER ENERGY INFORMATION PAGE NAILING TO SOLID BLOCKING. SPACING PER PERIMETER NAILING OF FLOOR DIAPHRAGM RIM JOIST 3/4" FLOOR PLYWOOD / /___ n n n n n FLOOR JOIST I I I I I I I I I I PER PLAN BASEPLATE NAILING FLOOR TO TOP PER SW SCHEDULE PLATE CONNECTION PER SW SCHEDULE WALL FRAMING C2 CANTILEVER UPPER FLOOR WALL FRAMING 4" CONCRETE SLAB FLOOR PRESSURE TREATED SILL PLATE III -III -III- =1 • •III=1 I I=1 I I=1 I -I I I =III=III=III=11 ,°• =III=III=III=III-II -I11=III-III-I I II � ° II I I=III=III=III-I I II III=III=III=III=11 ". =III=III=III=III-III 11=III=III=III=III "' III=III=III=III=III= III=III=III=III=11 .• "=III=III=III=III=III -III-III-III=III III=III=III=III=III-I III=1 I I=1 I I=1 I I=1 I•• . =1 I I-III-1 I I -III -I I I =III=III=III- � 11=III=III=III= III=III=III=1 ' , •• o III=III=III=1 III=III=1 =_ = III -III -III =111=111=1=1=1=111=1 II II FOUNDATION AT B2 GARAGE SLAB FLOOR CONCRETE SLAB �.�o „ „ VAPOR BARRIER 18 X 8 CONTINUOUS THICKENED SLAB UNDER BEARING WALL CONCRETE THICKENED SLAB FOOTING A35 PER SW SCHED TOP PLATE CONN 16d PER SW SCHED BASE PLATE NAILING 2x AS REQ'D (2X12 MAX) ROOF TRUSS PARALLEL TO SHEAR WALL NTS ROOF SHEATHING STRUCTURAL N( SHEAR V BELOW PER PLAN BATT INSULATION PER ENERGY INFORMATION PAGE BASEPLATE NAILING PER SW SCHEDULE 3/4" FLOOR PLYWOOD RIM JOIST \ FLOOR JOIST �a PER PLAN WALL FRAMING FLOOR TO TOP PLATE CONNECTION PER SW SCHEDULE TYPICAL UPPER FLOOR C1 JOIST SECTION BASEPLATE NAILING PER SW SCHEDULE WALL FRAMING 2X6 STUDS AT 16" OC BATT INSULATION PRESSURE TREATED PER ENERGY SILL PLATE INFORMATION PAGE AB PER SW SCHEDULE -11 • R-10 UNDER II111 ENTIRE SLAB WITH -11 THERMAL BREAK :IIIII °: • B1 FOUNDATION AT SLAB FLOOR CAST -IN -PLACE ANCHOR BOLT TO BE 51/2" X 10" WITH 3 X 3 MINIMUM COMPRESSIVE X 1/4 PLATE WASHERS AT 48" OC OR PER SW SCHEDULE. STRENGTH OF CONCRETE NO LESS THAN 4 1/2" AND NO MORE THAN 12" FROM EACH SHALL BE NOT LESS THAN END. 7" MIN EMBEDMENT EXCEPT AS REQUIRED BY SW 2500 PSI SCHEDULE. 2x TREATED PLATE 8" CONCRETE FOUNDATION WALL MAX HEIGHT 96" WITH HORIZONTAL: (1) #4 BAR WITHIN MAX UNBALANCED BACKFILL 12 OF TOP OF WALL R403.1.3.1 NOT TO EXCEED 48" 6" MIN #4 VERTICAL @ 48" ON CENTER PER 6" WALL MAY BE USED WITH - 11=III=III=III MAX HEIGHT 54" III=III=III=III= SECTION R403.1.3.1 MIN 14" INTO STEM =I II-III=III=I WALL AND STANDARD HOOK PER III=III=1 - = SECTION R608.5.4.5 (1) #4 REBAR REQU I RED AT 11=- III FOOTING WITH MIN 3" FROM 111=11 X 6 CONCRETE BOTTOM OF FOOTING R403.1.3.1 II-III=III=11MIN III=III-III �------FOOTING MIN 12" BELOW _=1=1=1=1=1=1 =1=1 GRADE ALL STEEL #4 AND SMALLER TO BE GRADE 40 --11I ALL FOOTINGS TO BE PLACED ALL STEEL #5 AND GREATER TO BE GRADE 60 ON BEARING SOIL Al TYPICAL CONCRETE FOUNDATION (8 OR 6 INCH) FULL -HEIGHT TIGHT -FIT 'RUSS BLOCKING PER IFR. OR FIELD BUILD 2X4'S N/ TP 39 @ ALL CORNERS PRE -FABRICATED TRUSSES PER PLAN 'E 'ION PER .,...,.,, ,-DULE ROOF TRUSS PERPENDICULAR TO SHEAR WALL NTS WALL FRAMING/DECK RAIL ABOVE BASEPLATE NAILING PEF SW SCHED OR DECK RAII CONNECTION PER PLAP RIM JOIST PER PLAN FLR FRAMING PER PLAP SHEAR WALL PER PLAN SHEAR TRANSFER AT Jeengineerin SHEARWALL & HOLDOWN NOTES (U.N.O.) : (1) Simpson or equal. Locate at end of shearwall u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8d=0.131"x2'/i', 10d=0.148"x3", 12d=0.148"x3'/4", 16d=0.162"x3'/2', 16d sinker=0.148"x3'/4". (6) Install H1's on all trusses/rafters, A35's at 24"o/c on gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24"o/c, install A35's at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong -Tie or equal. (7) Minimum 3x or dbl-2x stud lam'd w/ (2)-16d @ 6" o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. 9 All sheathina must be APA rated. HOLDOWN SCHEDULE Date: 12/22/2019 Job #: 1132 MARK HOLDOWN / STRAP *(1) FASTENERS TO (2)-STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS T-I STHD14/14RJ (38)/(30) - 16d N/A SHEARWALL SCHEDULE Date: 12/22/2019 Job #: 1132 SHEATHING - APPLY TO SHEATHING EDGE NAILS *(5) ROOF TO TOP PLATE, MARK BASEPLATE SILL PLATE ANCHORS w/ *(2) 2x HE STUDS @ 16"o/c ALL EDGES BLOCKED NAILS *(5) FLOOR TO TOP PLATE 3" x 3" x 1/4" WASHERS *(8) U.N.O. BELOW *(9) (do not penetrate past flush) & SILL PLATE *(6) SW-1 7/16" OSB 8d & 6" o/c (12" o/c field) 16d @ 12 " o/c HI Cy,or 24„ 5/8"OXIO" AB's @ 60 " o/c r 24 " o/c SW-2 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 8 " o/c A35 @ 16 " o/c 5/8"OXI O" AB's @ 48 " o/c SW-3 7/16" OSB *(7) 8d @ 3" o/c (12" o/c field) 16d co 4 " o/c A35 @ 12 " o/c 5/8"OXIO" AB's @ 16 " o/c RSW 7/16" OSB *(7) 8d @ 3" o/c (12" o/c field) SEE DETAIL 1 -FIT SOLID G W/ EDGE NAILING UCTURALNOTES 18" OC CANTILEVERED FLRT JOISTS NTS UPSTATIE engineering P7 ROX 45? I YNNW-)OD, VVA 48046 T. (205) 28C-4715 (L06) 854-6L6 SERVICES@UPST8.COM General Structural Notes - Unless Noted Otherwise GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTING SHALL BE V-6" MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. CONCRETE f'c = 2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 — W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x_ AND GREATER): DF-L#2 JOISTS /STUDS (2x_): HF#2 / STUD GLUE LAMINATED BEAMS (GLB) 24F-V4 (24F-V8 AT CANTILEVERS) 2x_ TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER" LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL CONNECTIONS PER IBC TABLE 2304.10.1. ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7/16" OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH 8d AT 12" O.C.; BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12" O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA: NOMINAL WIND SPEED — 85 MPH RISK CATEGORY II ULTIMATE WIND SPEED — 110 MPH IMPORTANCE, 1 = 1.0 WIND EXPOSURE, B KzT = 1.00 SEISIMIC DESIGN CRITERIA: EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCE, le = 1.0 Ss = 1.274 SITE CLASS, D SEISMIC DESIGN CAT., D S1 = 0.498 SDS = 0.85 SEIS. FORCE RES. SYS, A.15. SD1 0.50DESIGN r�lv* BASE SHEAR= 11301 Ibs Cs = 0.13 RISK CATEGORY II R = 6.5 FRAMING PER PLAN SHEAR WALL PER PLAN SHEAR TRANSFER TO INTERIOR SHEAR WALL 111 iZo Z1 2X BLOCKING OR FLOOR JOIST PER PLAN W/ EDGE NAILING FROM '71APHRAGM R SW SCHEDULE RESUB Oct 13 2021 NTS9ITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W V O E 0 UJ � Q Q. Cn Q, \ W 5 Q M� W z UJ UU 0 J Na LL O CW G W ..(n0 U) W N U 06 LL!\� �a Q WI) � Z m N :E 0 N UJ x LU li D r Q Q = Z DO C ao pW OC V W W J0 D W m 0- DATE: 7/22/2021 EHD JOB: 2293 SHEET: 5