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APPROVED PLN BLD BLD2022-0438+Architectural_Plan+4.5.2022_3.52.16_PM+2783801BOORS, l�I NCO^s ANZD S<)000L I OHTS GENERAL DOORS TO THE EXTERIOR MAY HAVE A MAXIMUM 7-3/4" STEP TO A MINIMUM 36" DEEP LANDING. ALL &LAZING SHALL MEET THE REOUIREMENTS OF THE W.S.E.C. TABLE 6-1 UNLESS NOTED OTHERWISE. ALL SKYLIGHTS AND SKYWALLS SHALL HAVE LAMINATED 6LASS UNLESS NOTED OTHERWISE. ALL BEDROOM EMERGENGY EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SOUARE FEET. MINIMUM NET CLEAR OPEN ABLE WIDTH OF 20'' AND A MINIMUM NET CLEAR OPENING HEIGHT OF 24', MAXIMUM FINISHED SILL HEIGHT OF 44'' ABOVE FLOOR. ALL FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 GFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD ASTM E 2a3.73. SITE BUILT AND MILLWORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT SHALL BE MADE WEATHER-STRIPPED, CAULKED AND BE MADE TIGHTLY FITTING. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 GFM PER SQUARE FOOT OF DOOR AREA. SEE PLANS FOR: MAXIMUM 6LAZ I NG AREA. 2. &LAZING MANUFACTURER AND MODEL NUMBERS. 5. WEIGHTED UA CALCULATIONS FOR SUBSTANDARD 67LAZIN6. SAFETY 6LAZIN& LOCATIONS PER 201E IBGARG. INGRESS AND EGRESS DOORS. 2. SLIDING &LASS DOORS AND SW I N& N& 6LASS DOORS. S. SHOWER AND BATHTUB ENCLOSURES. 4. 6LAZIN6 WITH THE EXPOSED EDGE WITHIN A 24'' RADIUS ARG OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION AND THE BOTTOM ED&E IS LESS THAN 60'' ABOVE THE WALKIN& SURFACE. 5. &LAZING &RAATER THAN C1 SOUARE FEET THAT 15 LESS THAN 10" ABOVE FIN SHED FLOOR. 6. &LAZ I N6 IN ALL 6UARD RAILS. SCREENS NEED NOT BE PROVIDED AT SKYLI&HTS WHEN FULLY TEMPERED &LASS IS USED AS SINGLE 6LAZIN6 OR IN ALL PANES INSULATING UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE MET. THE 6LAZIN6 AREA DOES NOT EXCEED 16 SOUARE FEET. 2. THE HI&HEST POINT OF GLASS IS NOT MORE THAN 12'-0" ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA. 3. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 5/16" i f E(f.,,HAN I GAL OENERAL SOLID FUEL BURN N6 APPLIANCES NCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY BUILT F I REPLACES AND F I REPLACE INSERTS. ALL SOLO FUEL BURNIN& APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF THE 201E INTERNATIONAL RESIDENTIAL CODE. EACH DWELLIN6 UNIT SHALL BE PROVIDED WITH HEATIN& FAGILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 70 DE&REES FAHRENHEIT AT A HEI&HT OF 5'-0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN THE W.S.E.G. DEFINITION OF 5UILDIN6 ENVELOPE FROM THE WASHIN6TON STATE ENER6Y CODE: THE ELEMENTS OF A BUILDIN6 WHIGH ENCLOSE CONDITIONED SPACES THROUGH WHIGH THERMAL ENERGY MAY BE TRANSFERRED TO OR FROM THE EXTERIOR EXCEPT AS EXEMPTED BY THE W.S.E.C. FUEL BURNING APPLIANCES LOCATED W TH I N THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOOR" MEETING THE PROVISIONS OF THE 201E IBC IRG. 2. FUEL BURNIN& APPLIANCES LOCATED OUTSIDE THE BUILDIN& ENVELOPE SHALL MEET THE PROVISIONS OF THE 201E IBCARG. 3. DUGTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF THE 201E IBG/IRG. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED A&ENGY AND INSTALLED PER THE 201E IBCARG. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE 50 LISTED AND INSTALLED PER THE 201E IBG/IRG. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPADE W TH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AND ELECTRRIC HEATING FURNACES PER THE 201E ISCARG. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 5" ALON& THE SIDES, SAGK AND TOP AGGORD N& TO THE 201E 1 BGA RG. L I OUEF ED PETROLEUM &AS BURN I N& APPLIANCES SHALL NOT BE NSTALLED IN A PIT, BASEMENT OR 31MILAR LOCATION WHERE HEAVIER THAN AIR GASES M16HT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE 6RADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOGATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED &AS PER THE 201E IBGARG. HEATIN& AND GOOLIN6 APPLIANCES LOCATED IN A 6ARA&E AND WHIGH &ENERATE A 6LOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATIN& ELEMENTS AND SWITGHES AT LEAST 1a" ABOVE THE FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR GEILIN6 SEPARATING A RESIDENCE (GROUP B, DIVISION 5 OCCUPANCY) FROM A 6ARA&E (&ROUP M, D I V 13I ON I OCCUPANGl'), PROVIDED SUCH DUCTS WITHIN THE &ARA&E ARE CONSTRUCTED OF STEEL HAVIN& A THICKNESS NOT LESS THAN 0.01,7" (NO. 26 6ALVANIZED SHEET GAU(f-;,E) AND HAVE NO OPENINGS INTO THE GARAGE PER THE 201E IBG/IRG. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR GRAWL SPACES SHALL COMPLY WITH THE 201E IBCARG. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM GOMPLYIN6 WITH THE 201E IBGARG. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B 6AS VENT OT TYPE BW &AS VENT SHALL BE INSTALLED IN AGGORDANGE WITH THE TERMS OF ITS LISTIN&, MANUFACTURERS INSTALLATION I NSTRUGTI ONS AND THE: REOU I REMENTS OF THE 201E IBG/IRG. A TYPE B OR ES, N C-.,AS \/ENT SHALL TERMINATE PER THEE 201E IBG/IRG. A TYPE L VENTIN& SYSTEM SHALL TERMINATE NOT LESS THAN 2'-0" ABOVE THE HI&HEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE 5UILDIN6 AND AT LEA37 2'-0" H16HER THAN ANY PORTION OF THE BUILDIN6 WITHIN 10'-0" OF THE VENT PER THE 201E IBCARG. VENT GONNEGTORS SHALL BE INSTALLED W 1 TH N THE SPAGE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER THE 201 a I BCA RC. HEAT 1 NO EOU I FMENT ALL HEATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE Ig(57 NATIONAL APPLIANCE ENERGY CONSERVATION ACT (NAEGA) AND BE 50 LABELED. EOUIPMENT SHALL ALSO COMPLY WITH 5EG70N 1411 OF THE W.S.E.C. HVAC EQUIPMENT FOR LOW-RISE RESIDENTIAL SHALL BE SIZED NO &BEATER THAN 150% OF DES16N LOAD E-,)UC,7V I0RK DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL AS SET FORTH BY THE 201E I BCA RG. 2. RECTAN6ULAR, FLAT, OVAL AND ROUND DUCT JOINTS AND SEAMS SHALL BE AIRTIGHT PER THE 201E IBG/IRG. 5. INSTALLATION OF DUCTS SHALL COMPLY WITH THE 201E 15CARG. 4. DUGT INSULATION BE INSTALLED IN AGGORDANGE WITH THE 201E IBG/IRG. ^HOLE HOUSE VENTILATION 201E INTERNATIONAL RESIDENTIAL CODE SECTION 1507.3.5 201E INTERNATIONAL MECHANICAL CODE SECTION 403.a.7 WHOLE HOUSE VENTILATION REOUIREMENTS: OUTDOOR AIR SHALL BE SUPPLIED TO EACH HABITABLE SPACE AT FLOW RATES GALGULATED PER IRG SECTION M1507.3.3, IMG SECTION 403.3 THROUGH THE FORGED AIR SYSTEM DUCTS USIN6 THE FOLLOWIN6 METHOD: A. FRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLLOWING: BE SIZED ACCORDING TO IRG SECTION M1507.3.3, IMG TABLE 403.,5J. 2. BE DUGTED FROM THE EXTERIOR THROUGH DEDICATED OUTDOOR AIR LOUVER OR DUCT, AND CONNECTED TO THE RETURN AIR STREAM, AT A POINT WITHIN FOUR FEET UPSTREAM OF THE FORGED AIR HANDLER AND SHALL NOT BE CONNECTED DIRECTLY INTO THE FORGED AIR UNIT CABINET. 3. BE EOUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC, VENTILATION CONTROL AS SPEGIFIED IN IRG SECTION 1507.3.2, IMG SECTION 403.8.2 AND THE REOUIRED AIR FLOW RATE SHALL BE VERIFIED BY FIELD TESTING WITH A FLOW HOOD OR A FLOW MEASURING STATION. 4. BE INSULATED TO A MINIMUM R-4 WHEN LOCATED WITHIN HEATED AREAS. 5. BE CONNECTED TO FILTRATION DEVIGE, AND BE READILY ACGESSIBLE FOR MAINTENANCE AND REPLACEMENT. THE FILTER SHALL HAVE A MINIMUM EFFICIENCY RATING (MERV) OF AT LEAST 6. 6. INLETS SHALL SE SGREENED OR PROTECTED TO PREVENT ENTRY OF INSECTS, LEAVES, OR OTHER MATERIALS. 7. AIR INLETS SHALL SE LOCATED SO AS NOT TO RECEIVE FRESH AIR FROM THE FOLLOWING AREAS: A) WITHIN TEN FEET OF AN APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET IS THREE FEET ABOVE THE FRESH AIR INLET. B) WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES, OR FLAMMABLE VAPORS. G) A HAZARDOUS OR UNSANITARY LOCATION. D) A ROOM OR SPAGE HAVIN& ANY FUEL BURNIN& APPLIANCES THEREIN. E) CLOSER THAN 10' FROM A VENT OPENIN& OF A PLUM5IN6 DRAINA&E SYSTEM UNLESS THE VENT OPENIN6 IS AT LEAST THREE FEET ABOVE THE AIR INLET. F) ATTIGS, GRAWL SPACES, OR GARAGES. G) ASPHALT ROOFS UNLESS IT IS SHOWN THAT NO OTHER LOCATION IS PERMISSIBLE AND OPENIN& IS LOCATED AT LEAST TWO FEET ABOVE NEAREST ASPHALT SURFACE. B. VENTILATION SYSTEM CONTROLS: I. A 24-HOUR CLOGK TIMER SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION. 2. THE TIMER SHALL BE CAPABLE OF GONTINUOUS OPERATION OR INTERMITTENT OPERATION GOMPLYIN& WITH IRG M1507.3.2, AND HAVE AN AU70MA71G AND MANUAL CONTROL THAT OPERATES THE FORGED AIR SYSTEM BLOWER AND AUTOMATIC, DAMPER. 5. THE 24-HOUR TIMER SHALL BE GAPABLE OF OPERATING THE WHOLE HOUSE VENTILATION SYSTEM WITHOUT ENER&IZIN& OTHER ENER&Y-GONSUMIN& APPLIANCES. 4. WHOLE HOUSE VENTILATION SYSTEM MAY OPERATE INTERMITTENTLY WHERE THE SYSTEM CONTROLS ENABLE OPERATION FOR NOT LESS THAN 25% OF EACH FOUR HOUR SEGMENT AT THE RATE PRESGRISED IN TABLE M1507.3.3(1) AS MODIFIED BY FACTORS OF TABLE M1507.3.3(2). 5. AT THE TIME OF FINAL INSPEGTION, THE AUTOMA71G GONTROL TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE VENTILATION SYSTEM AGGORDIN& TO THE SCHEDULE USED TO CALCULATE THE WHOLE -HOUSE FAN SIZING. A LABEL SHALL BE AFFIXED TO THE GONTROLS THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUGTIONS)" . INSTALLERS SHALL PROVIDE THE MANUFAGTURER'S INSTALLATION, OPERATION INSTRUCTIONS, AND A WHOLE HOUSE VENTILATION SYSTEM OPERATION ]DESGRIPTION. G. VENTILATION SYSTEM TESTING: AT THE DISGRETION OF THE BUILDIN& OFFICIAL, FLOW TESTIN& MAY BE REOUIRED TO VERIFY THAT THE MECHANICAL SYSTEM(S) SATISFIES THE REQUIREMENTS OF IRG SECTION M1507.3.5, IMC SECTION 403.8.7 Minimum Ventilation Rates` (continuously operating systems) IRC Table M1507.3.30V IMC Table 403.8.1 Floor Area (Sq.ft.) Number of Bedrooms 0-1 2-3 4-5 6-T >T < 1 me 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 1 135 150 .- 7500 105 120 135 150 165 'Minimum outdoor alrtlow rates measured In ctm. Outdoor Air Flow Rate = Ventilation Rate Requirement multiplied by %lentlation Rate Factor IMC Table 403.8.4.2: Prescr otive Exhaust Duct Sizina Fan Tested cfrn @ 0.25" W.. Minimum Flex Diameter Maximum Length Minimum Minimum Smooth Diameter Length Maximum Elbows' 50 4 inches 25 ft. 4 inches 25 ft. 3 50 5 inches 25 fL 5 inches 25 fL 3 50 6 inches No Limit 6 inches No Limit 3 80 4 inches? NIA 4 inches 25 ft 3 80 5 inches 25 ft_ 5 inches 25 ft- 3 80 6 inches 25 ft. 6 inches No Limit 3 1 D4 5 inches- NIA 5 inches 25 ft. 3 1 DO 6 inches 25 ft. 6 inches No Limit 3 125 6 inches 25 ft. 6 inches No Limit 3 125 1 7 inches 25 ft. 7 inches No Limit 3 Footnotes: 1. For each additional elbow, subtract 10 feet from length. 2. Flex ducts of this diameter are not permitted with fans of this size. Prescriptive Supply Fan Duct Sizing IRC Table M1507.3.6.2 I IMC Table 403.8.5.2 Supply Fan Tested CFM [a3 0-40 w-g- Specified Volume from Table 408.1 Minimum Smooth Duct Diameter Minimum Flexible Duct Diameter 50 - 90 cfm 4 inch 5 inch 90 - 150 cfm 5 inch 6 inch 150 - 120 cfm 6 inch 7 inch 250 - 400 cfm 1 7 inch L 2 inch F I REFLAGES ALL MASONRY FIRE f=LAGE:S AND GH I MNE:YS SHALL BE: GONSTRUOTE:D TO GONF OiRM TO ALL ARRL I r AE3LE RORTI ONS OF` THE �O 18 I E3G/I FZG GORE. FLUE LINER MINIMUM, B/e," FIRE CLAY (OR EOU I \/ALENT) PER IRG. FLUE AREA PER IRG. CHIMNEYS SHALL SUPPORT ONLY THEIR OWN WE I &HT UNLESS SPECIFICALLY DE316NED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL BE PROVIDED WITH T16H7LY FITTIN& FLUE DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIG CONTROL, AND AN OUTSIDE SOURCE OF GOMBUSTION AIR. MINIMUM DUGT SIZE OF 6" SOUARE INCHES IN AREA PROVIDED WITH READILY ACCESSIBLE DAMPER LOCATED IN FRONT PART OF FIREBOX. PREFABRIGATED FIREPLACES, GHIMNFYS, AND RELATED COMPONENTS TO BEAR U.L. OR I.C.B.O. SEAL OF APPROVAL AND TO BE NSTALLED PER MANUFACTURER'S SPEGIFIGATIONS. HEARTHS SHALL EXTEND 20" (MIN.) IN FRONT 07 AND 2'' (MIN.) BEYOND EACH SIDE OF F- I REPLAOE OPEN I NOS. F 1 REPLACES SHALL BE PROVIDED WITH TIGHTLY FIT7IN(5 GLASS OR METAL DOORS. ENERGY �0:;)E TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT" CLIMATE ZONE 5 MID MARINE 4 B FENESTRAnON U-FACTORb 0-30 0.30 SKYLIGHTb U-FA=-TOR 0.50 0.50 GLAZED FErIESTRATION SHGCb' NR NSA CEILlrrr-� R-VALUE' 49 49 WOOD FRAME WALLS' k I R-VALUE 21 not 21-5ci Mass Wall R-Value' 21121h 21+5h FLOOR R-VALUE 309 309 BELOW -GRADE c'Ilk WALL R-VALUE 10/1 V21 tint + TB I GJI5121 int + TB SLABd R-VALUE$ DEPTH 10. 2 ft 10_ 4 ft For SI: 1 foot .= 304.8 mm- ci = continuous insulation, int .= intermediate framing. a 1R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-y aloe of the insulation from Appendix Table Al01.4 shall not be less than the R-value specified in the table. u The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights maybe excluded from glazed fenestration SHGC requirementsin Climate Zones 1 through 3 where the SHGC: for such skylights does not exceed 0.30. "10I15121 +TB" means R-10 continuous insulation on the exterior of the wa1L or R-15 on the continuous insulation on the interior of the wall or R-21 cal7ty insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15.r21.+TB" shall be permitted to be met with R-13 cal-ity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "ID113" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. aR-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.L e These are no SHGC requirements in the Marine Zone. e Basement wall insulation is not required in warm -lurid locations as defined by Figure R301.1 and Table R301.1. Reserved. s First value is cavity insulation second is continuous insulation or insulated siding. so "13+5" means R-1 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior. continuous insulation R-Value shall be permitted to be reduced by no more than R-3 in the locations inhere structural sheathing is used to maintain a consistent total sheathing thickness. `The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. >< lat. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. I Log and solid timber walls with a minimum average thickness of 3 -5 inches are exempt from tills insulation requirememt- INSULATION ANC MOISTURE F OTECT I ON GENERAL UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODES. INSULATION BAFFLES TO MAINTAIN -V2" CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION. BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION. INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS AND GORNERS. FACE STAPLE BATTS. FRICTION FIT FACED BATTS USE 4 MIL (0.004") POLYETHYLENE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM RA7IN6 OF ONE (MAX.) R-10 INSULATION UNDER ELECTRIC WATER HEATERS. I NF I L7RAT I ON CONTROL I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENIN63 AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, AND ROOF, AND ALL OTHER SUCH OPEN N&S IN THE BU I LD I N& ENVELOPE, I NGLUD I N6 ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, 6ASKETED OR WEATHER-STRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERT METER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND 6ARA&E ARE NOT CONSIDERED "FIRE -RATED" AND MUST MEET THE ABOVE REOUIREMENT. 3. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDIN& ENVELOPE WHIGH SHALL BE SUBSTANTIATED BY TESTIN& TO STANDARD ASTM E 283.73. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM 7ESTIN6 BUT SHALL BE WEATHER-STRIPPED, GAULKED AND MADE TIGHTLY FITTIN6. 4. RECESSED L16H7 FIXTURES TO LIMIT AIR LEAKA&E PER W.S.E.C. PIPIN& FOR HOT WATER / STEAM SYSTEMS OF PIPIN& FOR CONTINUOUSLY GIRGULA7IN6 HOT WATER SERVICE IS REQUIRED TO BE INSULATED PER THE W.S.E.G. SERVICE WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R-3. VAFOR SARRIERS / &ROUND OOVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DEGKS, IN ENCLOSED RAFTER SPACES FORMED WHERE GE I L I N6S ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WITH A PERM RATIN& LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8" O.G. AND GAPS BETWEEN THE FAGIN6 AND THE FRAMIN& SHALL NOT EXCEED A GROUND COVER OF 6 MIL (0.0069 SLAGK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE &ROUND IN ALL GRAWL SPACES. THE &ROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATIN& AREA FOR ATTIC VENTILATION MAY BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXGEEDIN& ONE IS INSTALLED ON THE WARM SIDE OF THE INSULATION. NOT ALL NOTES WILL APPLY TO THIS PROJECT GENERAL ALL REOU I REMENTS OF THE 201E INTERNATIONAL BUILDIN6 CODE/ INTERNATIONAL RESIDENTIAL CODE, ALL APPL I CABLE CODES AND AUTHORITIES HAV N& .JURISDICTION SHALL BE FOLLOWED. 5UILDINO CONSTRUGTION TYPE: VB SEISMIC ZONE: D OCCUPANCY 6ROUP: R-3 WIND SPEED: a5 MPH FIRE ZONE: 5 EXPOSURE GATEGORY: B CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION CONTRACTOR SHALL PROVIDE TEMPORARY BRAGIN& AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. UNLESS A SOILS INVES716A710N REPORT BY A LICENSED SOILS EN&INEER IS PROVIDED, THE FOUNDATION DES16N IS BASED UPON AN ASSUMED AVERAGE SOIL BEARING GAPAGITY OF 2,000 PSF. EXTERIOR FOOTIN&S SHALL BEAR I'-6" MINIMUM BELOW FINISHED &BADE. ALL F0071N&S TO BEAR ON FIRM, UNDISTURBED EARTH BELOW OR&ANIG SURFACE SOILS. ALL BACK FILL MATERIAL SHALL BE 7HOROU6HLY COMPAGTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. �ON�RETE OENEFAL GLASS AND USE F'G A. FOOTINGS 2500 B. ALL EXPOSED $ VERT. WALL/SLABS 3000 I. AIR ENTRAINING AGENT (5% TO 6%) TO BE USED IN ALL GONCRETE FLAT WORK EXPOSED TO WEATHER. 2. P0330L I TH 300 SERIES (4 oz. PER 100# OF CEMENT) TO BE USED IN ALL CONCRETE. 5. MIX MAY BE DESIGNED IN AGGORDANCE WITH THE PROVISIONS OF THE 201E IBCARC. 4. WATER TO CEMENT RATIO PER THE 201E IBCARC. RE 1 NFORG 1 NO STEED ASTM A615 &RARE 40, REINFORCIN& STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED APPROVED RETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN ACI REPORT 315. OONORETE (0OVER OF RE NF0R01NO STEED 3" CONCRETE CAST A6AINS7 AND PERMANENTLY EXPOSED TO EARTH. 1-1/2" CONCRETE EXPOSED TO EARTH OR WEATHER. 1-1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. 5/4'' SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. GFENTY r 1�tal�� A 1 ALL FRAMING SHALL COMPLY WITH THE APPROPRIATE SECTION(S) OF THE 201E IBC/IRG. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. a" MINIMUM CLEARANCE BETWEEN WOOD AND EARTH. 2" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. a" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH. LU�, 5ER STRENOTH (UNITS IN FS 1) STUDS FV FB E HEM -FIR #2 150 a50 1,500,000 STUD 6RAL>E 150 675 1,200,000 JOISTS a RAFTERS HEM -FIR #2 (2x IO) 150 a50 I ,300,000 HEM -FIR #2 (2x 12) 150 a50 1,500,000 BEAMS, HEADERS, LINTELS � & I RDERS 4" NOMINAL DOU&-FIR #2 180 850 1,600,000 6'' NOMINAL DOU6-FIR #2 180 a50 1,600,000 &LUE LAMINATED TIMBERS DOU6-FIR LARCH (247-V4) 165 2,400 1,800,000 STRUCTURAL COMPOSITE TIMBERS LAMINATED VENEER LUMBER 2a5 2,600 1,-100,000 PARALLEL STRAND LUMBER 2cl0 2,-100 2,000,000 LOADIN6 ROOF 10 PSF DEAD LOAD + 25 PSF LIVE LOAD = 55 PSF FLOOR 10 PSF DEAD LOAD + 40 PSF LIVE LOAD = 50 PSF GE I L I N6 5 PSF DEAD LOAD + 10 PSF LIVE LOAD = 15 PSF DECK 10 PSF DEAD LOAD + 40 PSF LIVE LOAD = 50 PSF NTERIOR PARTITION = 7 PSF EXTERIOR PARTITION - 10 PSF WOOD BEARIN& ON OR INSTALLED WITHIN I" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOGKIN6 OF NOT LESS THAN 2x THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS, TO 5/6" DIAMETER WITH 3"x311xl/4" PLATE WA3HERS (-a 4'-0" ON CENTER UNLESS NOTED OTHERWISE. 7" MINIMUM EMBEDMENT. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. ALL PLYWOOD WALL AND ROOF SHEATHIN& SHALL BE I/2" GDX, UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE E5d c� 6" O.G. AT PANEL EDGES AND 12" O.G. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHIN& SHALL BE 3/4" GDX TONGUE $ GROOVE UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE IOd ® 6" O.G. PANEL ED&ES AND 12'' O.G. IN FIELD. SPAN INDEX SHALL BE 40/20. STA&&ER ALL PANEL ED6E3 AT ROOF AND FLOOR 3HEATHIN6. ORIENTED STRAND BOARD (0.3.BJ SHEATHING PRODUCTS OF EQUIVALENT SPAN RATIN65 SHALL BE ALLOWED. OLUE LAMINATED TI E3EF,S ALL GLUE LAMINATED TIMBERS SHALL BE DOUG-FIR LARCH, FABRICATED TO THE REOUIREMENTS OF THE US PRODCGT STANDARD PS 56. LUMBER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORKIN& STRESS VALUES OF; 2,400 PSI IN SENDIN&, I,100 PSI IN TENSION, 1,600 PSI IN COMPRESSION PARALLEL TO GRAIN, 560 PSI IN COMPRESSION PERPENDICULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATION 24F-V4). GLUE LAMINATED TIMBERS TO BE A17C GERTIFIED. USE WATERPROOF GLUE. MANUFAOTUREL-.) TRUSSES ALL TRUSSES SHALL BE DESIGNED BY REGISTERED WA STATE ENGINEER AND FABRIGATED FROM ONLY THESE DESIGNS. TRUSSES SHALL BE STAMPED BY THE EN&INEER OR BY A QUALITY CONTROL AGENCY SUCH AS THE STATE TRUSS FABRICATORS COUNCIL. ALL TRU35 DESIGNS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. ALL NON BEARING WALLS OR PARTITIONS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL OR PARTITION. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN & 1 RDER TRUSSES. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTIN& WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE STRUCTURE. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TI&HTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIA60NAL AND SWAY BRACIN6 SHALL BE USED TO BRACE ALL TRUSSES. ALL TRUSSES SHALL BE DE316NED FOR UNIFORM LOADIN6 AS FOLLOWS: TOP CHORD 25 PSF OF TRIBUTARY WIDTH BOTTOM CHORD 5 PSF OF TRIBUTARY WIDTH TILE ROOF 45 FE)F TOP CHORD 5 PSF BOTTOM GHORD SEE STAMPS ON SECOND PAGE NOTE TO ALL 500ONTRAGTOR5: IF ANY PA6E(5) IN THIS 5ET OF PLANS HA5 GONFLIGTIN6 OR 00NFU51N& INFORMATION - CONTACT OUR OFFICE IMMEDIATELY COPYRIGHT NOTICE: THIS PLAN IS ISSUED FOR CONSTRUCTION PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF JM CONSULTING & DESIGN IS PROHIBITED. JM CONSULTING & DESIGN MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW INCLUDING COPYRIGHTS. PROJECT NO.: XXXX DRAWN BY: JEM CHECKED BY: JEM PLAN DATE: 02.12.2022 DWG. SCALE: REVISIONS O O O • vim/ n V 1 O U � � n V ` O ^ 11 BLD2022-0438 w RECEIVED U Apr 12 2022 0 CITY OF EDMONDS $,..I DEVELOPMENT SERVICES DEPARTMENT Professional Building Design Since 1987 JM Consulting & Design 14621 I06th Avenue NE Bothell, Washington 98011 425-82I -75 18 Jeff miller@ jmconsultingdesign.com www.jmconsultingdesign.com GENERAL NOTES City Of Edmonds Building Department Work ADDITION / REMODEL Address 9919 224TH ST SW Owner DICKISON Approved Dater 5/2/2022 Building Official , W. W v�ze Permit Number; BLD2022-0438 -------------------------- ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE 11 i iA SEPERATE PLUMBING PERMIT IS REQUIRED' iFOR THIS PERMIT. I ■ APPROVED BY PLANNING iz " Lw iv_- - ,- Jun 22 2022 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions Iieffective February 1. 20211 Version 1.1 These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Project Jnformation Contact Information Dickison Addition eff Millet. Desi ner 919 2241h St. SVV Leff. miller mconsultin desi n.com Instructions: This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the sire 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. Authorized Representative P o- mm wzaeff M i n e r °"'"`"° Date All Climate Zones (Table R402.1.1) R-Value' U-Factor' Fenestration U-Factor b n/a 0.30 Skylight U-Factor n/a 0.50 Glazed fenestration SHGC n,e n/a n/a Ceiling 49 0.026 Wood Frame Wall r h 21 int 0.05£ Floor 30 0.029 Below Grade Wall ` ` 10/15/21 int +TB 0.042 Slab di R-Value & Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less 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 U-factor column excludes skylights. "10/15/21 +5TB" 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 wail 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 wail. "5T13" 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. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wail. 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 meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard iCC 400, log wails shall meet the requirements for g climate zone 5 of ICC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A143.2.7 including standard h framing 16 inches on center, 78%of the wail cavity insulated and headers insulated with a minimum of R-10 insulation. Summary of Table R406.2 and 406.3 Heating Options Fuel Normalization Descriptions Credits - select ONE heating option 1 Combustion heating minimum_NAECA" 0.0 ❑ 2 Heat pump` 1.0 0 3 Electric resistance heat only - furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 ❑ 5 All other heating systems -1.0 ❑ Energy Credits - select ONE Options Fnergy Credit Option ❑eccriptions energy option from each category 1.1 Efficient Building Envelope 0.5 ❑ 1.2 Efficient Building Envelope 1.0 ❑ 1.3 Building Envelope 0 1.4 _Efficient Efficient Building Envelope _0.5 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope ❑ 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑_ 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation ❑ 2.0 ❑ 3.1a High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.1' High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 ❑ 3.6,1 High Efficiency HVAC ❑ 2.0 ❑ 4.1 Nigh Efficiency HVAC Distribution System ❑-5 ❑ 4.2 High Efficiency HVAC Distribution System ❑ 1.0 ❑ Window. Skylight and Door Schedule Project Information )ickison Remodel / Addition 3919 224th ST_ SW Edmonds, WA. 98020 Ref_ U-factor Exempt Swinging Door (24 sq. ft. max.) Exempt glazed Fenestration (15 sq. ft. max.) EEI Vertical Fenestration (Windows and doors) Component Description Ref- 1-1-factor Master Bedroom- single hung 10.28 Master Bedroom- sliding glass door 0-28 Contact Oformation Jeff Miller JM Consulting & Design ieff.miller(&imconsultinadesion-Cam Width Height Ot. Feet 1-"'' Feet �-h Width Height Qt. Feet Inch Feet 'n�' =MEMO M©EMN Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UAIAr ea Area UA 0-0 0.00 0.0 0.00 Area UA 118.71 5.23 34.21 9.57 52.8 14.79 0.28 isIrnpie meatiniq system aize: VVSShingw Stt'ste This heating system aiAng cal oulator as based on the PrescAptive Requirements of the 201E Washington State Energy Code (WSEC) and ACCA Manuals J and S. ThIs gaol will calculate heating loada only. ACCA praced urea for sung (moling aystams should be usk to determine 000lIng loscla. PIeate complete tha green drop -downs and boxers that are applicable to yDur prcject, As you make selections In the Gimp -downs for each section, soma values will be calculated for you. If you do not sue the seledon you need in the drop-dcAm options, please contact the WSU Energy Prcgrem at aneNyoodeQenarpy.wsu.edu or (360) SaG-2042 for assistance. C.',o facf lnformallon ❑ickison Remodel / Addition Jeff Miller j eff. mi I ler@j mco ns u Iti ngdes ign.com Heating System Type: 0 All other Syguffs % Hat Ponp To see datalied Instruodam for each Se nn, place your ourear on the word "Ink./ bons" Design Temperature In►AmNiona D�nlgn temperature DIf1'erence (AT) 48 Edmonds J .17■ laa�Dar1n dagrfat3 - T&MP Area of Building CandRloned Floor Aram I11Umclions Condltloned Floor Area (sq ft) Averago Calling Helght Instruc+tlrna Averse Ceiling Height (ft) Glazln8 and Doors Instruollons Skylights InstMOlons Insulation Afltle Ire#r�IC#lar�s R 49 Bingle Rafter or Jelst Vaulted Ceilings Instruc#Icns Select R-Value Above Grade Wal Is 4t•+ mgm ti Irkstruciions R-21Intermediate Fla= ItmtruMlotm R-38 � Below i0rads Wells ;'m FAmv aJ It4stMJ+�tlt7r►t3 Select R-Value � Slab Below 0 rads i"o mywv -1 Instnuallom Select conditioning � Slab on 8mcle *aPiorm v Instrudlons Select R-Value � Location of Ducts trstrudloas Unconditioned Space 216 Cond1tloned Volume C 8.3 1799 U-Factor X Area = UA 0.2St7 53 14.84 1.1-FROW X Area = UA 0. so 0 - U-Factor X Area UA �1.132e 21 fi 5.62 U-Factor X Area UA No _�Ielectidn 0 - U-Factor X Area UA 0105.6 297 16.63 U-Faotor X Area UA 1.i-025 216 a.40 U-Factor X Ari$p UA No selection 0 W IF-Factrrr X Length UA Na aelectlon --- IF -Factor X LmrtBfh UA N;a aelectlon - Duct Lealkep CoOlcl#nt 1.10 Summary of Table R406.2 (coat.) Sum of UA 42,49 Energy Credits - select ONE Options Energy Credit Option Descriptions (cunt.) energy option from User Notes d Envelope IHast Load 1,984 Stu/ Hour each category Figure I Sum of 1J.A x aT 5.1d Efficient Water Heating 0.5 ❑ Air Lasksge Heat Load 8.94 Btu 1 Hour 5.2 Efficient Water Heating 0.5 ❑ Volurnex 0.6XATX-U01S 5.3 Efficient Water Heating 1.0 ❑ AbaveGrade I Balldln8 1019slgn Hasa Loss) 2,848 Stu/ Hour Air leakage +onvsl� heat loss 5.4 Efficient Water Heating 1.5 ❑ Below Grade Building and Duct Head Load 3,133 Btu /Hour 5.5 Efficient Water Heating 2.0 ❑ Ducta in aurn ofbuftho host low x 1,10 5.fi Efficient Water Heating ❑ 2.5 ❑ Dui In �txaaadltlr+tW spwe: sum of buildng heat loss x f Maximum Hest Equipment Output 3,918 Btu T Hour S,1 e Renewable Electric Energy (3 credits max) 1.D ❑ 8u71dlho aind dM treat bu x I,Q for fed air furnace 7.1 Appliance Package 0.5 ❑ BivIldimand d=host kux116for hamtoumn Total Credits 1.5 11calrulate Total Clear Form Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.28 Floor R-38 1.3 Slab on grade R-10 perimeter and under entire slab below grade slab R-10 perimeter and 0.5 under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by 5% 107/oa/r,rp COPYRIGHT NOTICE: THIS PLAN IS ISSUED FOR CONSTRUCTION PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF A CONSULTING & DESIGN IS PROHIBITED. A CONSULTING & DESIGN MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW INCLUDING COPYRIGHTS. PROJECT NO.: XXXX DRAWN BY: XXX CHECKED BY: XXX PLAN DATE: 02.12.2022 DWG. SCALE: 1/4"=1'-0" REVISIONS O O r 4-■1 v 1 0 C� U V \ 1 BLD2022-0438 O w RECEIVED U . Apr 12 2022 O CITY OF EDMONDS ;-4 DEVELOPMENT SERVICES /1 DEPARTMENT I Professional Building Design Since 1987 JM Consulting & Design 14621 106th Avenue NE Bothell, Washington 980I1 425-821-7518 jeffmiller@ jmconsultingdesign.com www.j mconsultingdes ign. com WASH. STATE ENERGY CODE $x4 min. post (� 8'0" o.c. max., Typ � 5/A" p,p galvanized m.t�. or thre8ded rod wl nuts &washers i rninsnd rrr�R (2)5/8"4 GALV. THREADED 18" ROD w/NUTS � WASHERS max Mill. 9800# tension straps P.T. 4x4 POST GUT FOR CORNER CONNECTION fs" tJ.p. galvanized m.b. p2x8min.deck DECK JOIST � BLOCKING g ortnre�ded rod wr �x8 min. blocking nuts & washers 2 mn min �i�'rtia ��� 5" FOUNDATION VENTILATION Crawlspace Area: 196 s.f. Ventilation Required: 196 s.f. 1150 = 188.16 s.i. Req'd Use: 14" x T' Foundation Vents Vent Area = 98 s.i. - 25% reduct.,t/4"mesh = 73.5 s.i. Vents Required = 188.16 s.i. / Vent Area = 2.56 s.i. Provide : 3 t4" x T' Ve STEP FOUNDATION PER 51TE CONDITIONS P.T. 4x4 POST ON TYF. 12"xI21'xa" DECK PIER B A FOOTING - 1—F�------- FV— — — — — — — FV -- ' — — — — -- — — — —� P.T. 2xI2 STRINGERS I IFV I I I I 6 I CA I D A DI _ P.T. 2x8 D.J. I I IwI /� I A A4 p @ 16" O.G. I N !� `4 G A L E I A4 r " I Al 6 IL V FOR BAR IER I _ IFV ° DI DI o� A I LL I - 8'-O" FV I o IFV EX.ADN. ----� _ ---L-1 I� I r - L__L 1 L - ---------- -- -- --— — — — — — — ---�� EX. GAS METER 4 / 4 -ABOVE DI REMOVE EXISTING WINDOW GLAZING DI AND FRAME. INFILL FRAME OPENING EX. BASEMENT FND. WALL WITH 2x6 STUDS AND INSULATE TO R-21 WITH 6 MIL VAPOR BARRIER EX. PLUMBING DROP I I I I REMOVE EXISTING WINDOW GLAZING AND FRAME. PROVIDE MIN. 18'x24 CRAWL SPAGE ACCESS TO NEW GRAWL SPAGE. PROVIDED R-21 INSULATED AGGE55 DOOR. EX. F/P FND. I I I I I I I I I I I I I I I I — — — — — — — — — —�— — — — ----EXISTING ENTRY 1 GARAGE SLAB NO WORK PERFORMED UNLESS NOTED OTHERWISE EXISTING BASEMENT NO WORK PERFORMED UNLESS NOTED OTHERWISE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I FRONT 570OF I I I I I L : -------------------- EX. WDW. EX. WDW. L J rou/iPAT10/1 PLA/1 5�Ah�- I -411- '_011 FOUNDATION NOTES: GONTRAGTOR SHALL VERIFY ALL NOTES, DIMENSIONS & GONDITIONS PRIOR TO GONSTRUGTION. 2. PROVIDE SOLID BLOCKING OVER SUPPORTS. 5. P0575 TO BE P.T. 4x4 DF#2 $ P.T. 4x6 DF#2 @ BEAM JOINTS, U.N.O. 4. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 5. ALL WOOD IN CONTACT WITH CONC. TO BE PRE55URE TREATED. 6. INSTALL SIMPSON GONG. TO WOOD HOLDONNS 1-1/2" FROM CORNERS $ WINDOW ROUGH OPENINGS, AL50 SEE MANUFACTURER'S SPECS. 1. STEP FOUNDATION PER 517E GONDITIONS. 8. 1500 P.S.F. ASSUMED SOIL BEARING GAPAGITY SHALL BE VERIFIED IN FIELD. 9. SEE SHEET "6N" FOR ADDITIONAL NOTES. NOTE TO ALL SUBCONTRACTORS: F ANY PAGES) IN THIS SET OF PLANS HAS GONFLIGTINCG OR GONFUSINCG INFORMATION - CONTACT OUR OFFICE IMMEDIATELY max joists nt COPYRIGHT NOTICE: THIS PLAN IS ISSUED FOR CONSTRUCTION PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF JM CONSULTING & DESIGN IS PROHIBITED. JM CONSULTING & DESIGN MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW INCLUDING COPYRIGHTS. PROJECT NO.: XXXX DRAWN BY: JEM CHECKED BY: JEM PLAN DATE: 02.12.2022 DWG. SCALE: 1/4"= 1'-0" REVISIONS 02.24.2022 O O O � vV r� O v (rj U � � VJ! BLD2022-0438 O w RECEIVED U � Apr 12 2022 O CITY OF EDMONDS $...� DEVELOPMENT SERVICES DEPARTMENT Professional Building Design Since 1987 JM Consulting &Design I462I I06th Avenue NE Bothell, Washington 98011 425-82I -75 18 jeffmiller@ jmconsultingdesign.com www.jmconsultingdesign.com FOUNDATION PLAN Im WALL SCHEDULE NDIGATES NEW WALLS OR INDIGATES EXISTING WALLS TO BE NFILLED NDIGATES EXISTING WALLS TO REMIAN IP,1-n1I MAIN FADE NAIL NEW TO EXIST. w/16d @ 6" O.G., PROVIDE APPROVED SEALANT AT SHEATHING BLD6. WRAF EX. L x LLI 2018 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 4 PRESCRIPTIVE PROPOSED INSULATION CEILINGS R49/R38 MAX. GLAZING PERCENTAGE ALLOWED Na VAULTED CEILINGS (500 S.F. MAX.) R-30 PROPOSED PERCENTAGE GLAZING 24.50% ABOVE GRADE WALLS R-21 MAX. VERTICAL U-VALUE ALLOWED 0.30 BELOW GRADE WALLS (INTERIOR) R-21 PROPOSED VERTICAL U-VALUE 0.28 FLOORS OVER UNHEATED SPACES R-38 MAX. OVERHEAD U-VALUE ALLOWED 0.50 SLAB PERIMETER R-10 PROPOSED OVERHEAD U-VALUE 0.50 DUCTS IN UNHEATED SPACES R-8 MAX. DOOR U-VALUE ALLOWED 0.28 4" HEADERS (2" RIGID INSULATION) R-10 PROPOSED DOOR U-VALUE 0.28 FLOOR PLAN NOTES: CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS $ GONDITION5 PRIOR TO GONSTRUGTION. 2. ALL SEAMS & HEADERS TO BE 4XIQ DF2, U.N.O. (EXTERIOR HEADERS TO BE INSULATED TO R-0 5. PROVIDE 50LID BLOGKIN6 OVER SUPPORTS. rLOOR PILA/1 5. WR OIW $ FIRE DOORS AREN5HOWN $ NOTED AS NOMINALPENETRATIONS. SIZES. � INDIGATES EXISTING WALLS Sr ALE 1/411 1 6. WINDOW HEADERS TO MATCH EXISTING HEIGHTS TO BE REMOVED 1. (1), (®) OR SIM. INDIGATEDS NUMBER OF 2X STUDS OR POST REQUIRED @ POINT LOAD DIMENSION NOTE DIMENSIONS TAKEN FROM EXI5TIN6 WALLS ARE EITHER FROM FACE OF FINISHED MATERIAL ON THE INTERIOR WALLS, OR EXTERIOR 5HEATHIN6 ON THE EXTERIOR WALLS. BRACED WALL PANEL DESIGN PER R602.10.4 PRESCRIPTIVE METHOD "GS WSP" EXTERIOR WALL TO HAVE 1/16" APA RATED OS5 (1) SIDE, NAILED WITH BWI ad @ 6" O.G. AT ALL EDGES AND Sd @ 12" O.G. IN FIELD. SILL PLATE TO BE 5OLTED TO STEM WALL WITH 1/2"(Px 10" ANGHORS 50LTS @ <48" O.G. or SECURED TO FLOOR FRAMING PER DETAIL "FC" OR "SD" AT SEGOND FLOOR LEVEL- SEE PLANS FOR STRAFFIN6. 8. ALL WOOD IN GONTAGT WITH GONG. TO 5E PRESSURE TREATED. q. NEW EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.G. N1 R-21 INSULATION, U.N.O. I0. INSTALL SIMPSON GONG. TO WOOD HOLDOWNS 1 1/2" FROM CORNERS $ WINDOW ROUGH OPENIN65, ALSO SEE MANUFACTURER'S 5PEG5. I. SMOKE DETEGTORS: SHALL BE 110 V INTERCONNECTED W/ BATTERY BACKUP SHALL BE INSTALLED ON EAGH FLOOR AND IN ALL BEDROOMS SHALL BE INSTALLED IN EACH LOGATION WHERE THERE 15 A GEILIN6 GHAN6E GREATER THAN 24" 12. � = CARBON MONOXIDE ALARMS SHALL 5E INSTALLED WITHIN 10' OF ALL SLEEFIN6 AREAS, AND (1) MIN. ON EACH LEVEL OF DWELLING. 15. SEE SHEET "6N" FOR ADDITIONAL NOTES. EX. AREA BASEMENT SUMMARY 574 S.F. EX. MAIN FLOOR: q51 S.F. EX. OFFER FLOOR: 566 S.F. NEW MASTER ADDITION 216 S.F. TOTAL FINISHED AREA: 260-1 S.F. EX. COVERED ENTRY 120 S.F. EX. OPEN PORCH 52 S.F. EX. DECKS 444 S.F. NEW DECK 72 S.F. EX. 6ARA6E: 560 S.F. COPYRIGHT NOTICE: THIS PLAN IS ISSUED FOR CONSTRUCTION PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF JM CONSULTING & DESIGN IS PROHIBITED. JM CONSULTING & DESIGN MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW INCLUDING COPYRIGHTS. PROJECT NO.: XXXX DRAWN BY: JEM CHECKED BY: JEM PLAN DATE: 02.12.2022 DWG. SCALE: 1/4"= 1'-0" REVISIONS 02.24.2022 O O � O � VV r� U � � Q O W BLD2022-0438 w RECEIVED U Apr 12 2022 O CITY OF EDMONDS $...� DEVELOPMENT SERVICES DEPARTMENT wN � � j1- Professional Building Design Since 1987 JM Consulting & Design I462I I06th Avenue NE Bothell, Washington 98011 425-82I -75 18 jeffmiller@ jmconsultingdesign.com www.jmconsultingdesign.com MAIN FLOOR ROOF VENTILATION Standard Truss / Scissor Truss Roof Framing Assembly: Over Addition Roof Area : 216 s.f. Ventilation Required: 216 s.f. x 144 s.i. / s.f. / 300 = 103.68 s.i. Req'd Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 ft. above eave vents Eave Ventilation: Birdblocking = 4.71 s.i. / I.f. - 25% reduction = 3.53 s.i. / I.f. Eave Ventilation Req'd = 103.68 s.i. / 2 / s.i. per Lf. = 14.68 I.f. Provide : 15 Lf. birdblocking. Ventilation = 52.99 s.i. Min. Ventilation Provided = 52.988 s.i. is greater than 51.84 s.i. Req'd Upper Roof Ventilation: 7"x7" Attic Roof Jack = 49 s.i. each - 25% screen reduction = 36.75 s.i. each. Upper Ventilation Req'd = 103.68 s.i. / 2 / s.i. of each vent = 1.41 vents Provide: 2 -7"x7" roof jacks. Ventilation = 73.50 s.i. Ventilation Provided = 73.50 s.i. is greater than 51.84 s.i. Req'd Use : (minimum) 15 I.f. birdblocking. Ventilation = 52.99 s.i. Use : (minimum) �J 2 -7"x7" roof jacks. Ventilation = 73.50 s.i. Total Min. Ventilation Provided = 126.49 s.i. IS GREATER THAN : 103.68 s.i. Req'd C7AELE Roor rRAMI/IG PLAN SC,ALE 1/4''_ ROOF FRAMING NOTF� I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS � HEADERS TO BE -4XIO DF#2 U.N.O. 5. PROVIDE VENT BLOCKING OVER SUPPORTS. 4. SEARING WALLS ARE SHADED. E. ALL TRUSSES: • SHALL 5E STAMPED 5 *' AN ENGINEER L I LENSED IN THE STATE OF WASHIN6TON. • SHALL 5E INSTALLED � SRACED TO ENGINEERS SPECIFICATIONS SHALL HAVE DESIGN DETAILS � DRAWINGS ON SITE FOR FRAMING INSPECTION SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS 6. INSTALL BRACEDWALLS $/OR BLOCKING IN ROOF STRUCTURE SEFORE INSTALLING FINISH ROOFING. 7. SEE SHEET '&N" FOR ADDITIONAL NOTES. COPYRIGHT NOTICE: THIS PLAN IS ISSUED FOR CONSTRUCTION PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF JM CONSULTING & DESIGN IS PROHIBITED. JM CONSULTING & DESIGN MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW INCLUDING COPYRIGHTS. PROJECT NO.: XXXX DRAWN BY: JEM CHECKED BY: JEM PLAN DATE: 02.12.2022 DWG. SCALE: 1/4"= 1'-0" REVISIONS 02.24.2022 O O � 1 V U � � Q O W BLD2022-0438 O w RECEIVED U Apr 12 2022 O CITY OF EDMONDS $...( DEVELOPMENT SERVICES DEPARTMENT WN � � Professional Building Design Since 1987 JM Consulting & Design I462I I06th Avenue NE Bothell, Washington 98011 425-82I -75 18 jeffmiller@ jmconsultingdesign.com www.jmconsultingdesign.com ROOF FRAMING PLAN ARE a III REMOVED EXIST. WDW5. -_ II SEE PLANS IIIIIIIIIII �� =. _lil-_ II EXIST. GRADE LINE il: I� ilLi lil= _ LLd LL! ,S) I I I I I I I I LLd I I I - - - - - - 7, LT -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - Fj L-1 L- - _L --------------------------------------------L--L YLICT1011 "A" 5(�-,ALE � /4'' = ROOF CONSTRUCTION ROOFING PER SPEG5. (50 yr. COMP. MATCH EXISTIN(5) 7/16" O.S.B. TRUSSES @ 24" O.G. OR 2X RAFTERS SEE PLANS R-4q w/I/2" G.W.B. EXTERIOR WALL CONSTRUCTION SIDING PER SPECS. (MAT(fH EXISTING) 7/16" O.S.B. SHEATHING ON 2X6 STUDS @ 1&" O.G. R-21 INSULATION W/ VAPOR BARRIER 1/2" G.W.B. FLOOR CONSTRUCTION FINISH FLOOR COVERING ON 3/4" APA RATED T$& OSB SHEATHING OVER 2x10 FLOOR J0157S @ 16" O.G. R-35 INSULATION WITH INSULATION WIRE (FOR HOLD IN PLACE) Wr_j7 r.Lr.VAT10/1 SALE I/4" _ '_0' MAX. EL. 568.25' /IORTH LLLVATIO/I 5(f,A1=E I/4''_ ,'_0' EA,/T LLLVATION 5(-,ALE 1'-0'' _IS) X LU COPYRIGHT NOTICE: THIS PLAN IS ISSUED FOR CONSTRUCTION PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF JM CONSULTING & DESIGN IS PROHIBITED. JM CONSULTING & DESIGN MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW INCLUDING COPYRIGHTS. PROJECT NO.: XXXX DRAWN BY: JEM CHECKED BY: JEM PLAN DATE: 02.12.2022 DWG. SCALE: 1/4"= 1'-0" REVISIONS � O O � .4_j 0,0 v ,l V C� U � � n V ` O V W BLD2022-0438 O w RECEIVED Apr 12 2022 O CITY OF EDMONDS $...I DEVELOPMENT SERVICES DEPARTMENT Professional Building Design Since 1987 JM Consulting & Design I462I I06th Avenue NE Bothell, Washington 98011 425-82I -75 18 jeffmiller@ jmconsultingdesign.com www.jmconsultingdesign.com ELEVATIONS I � I � I I I I I � I � I I I I I � I � I I I I I � I � I I F- — I � o EX. SITTING MI EX. BEDROOM MIN. V.T.0.5. I I I OI I I EX. BATH Ov s. . L----------- OLy O I I i lov S. .vO GOME3O. I i EX. BEDROOM i I EX. ATTIC I I I VERIFY THAT ALL SLEEFIN6 AREAS (E3EDROOMS) HAVE SMOKE DETEGTORS INSTALLED THAT ARE HARD WIRED IIOV WITH BATTERY BAGKUFS. I I I � I � I I L J NO WORK FERFORMED UNLESS NOTED OTHERWISE r-x. uppr-R rLOOR PILA/1 SCALE I/4= -011 S.F. NOTE TO ALL 500ONTRACTOR5: IF ANY FAGE(5) IN TH15 5ET OF FLANS HA5 CONFLICTING OR CONFU5ING INFORMATION - CONTACT OUR OFFICE IMMEDIATELY COPYRIGHT NOTICE: THIS PLAN IS ISSUED FOR CONSTRUCTION PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF JM CONSULTING & DESIGN IS PROHIBITED. JM CONSULTING & DESIGN MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW INCLUDING COPYRIGHTS. PROJECT NO.: XXXX DRAWN BY: XXX CHECKED BY: XXX PLAN DATE: 02.12.2022 DWG. SCALE: 1/411= 1'-0" REVISIONS O M .ON cry U � � 0 W BLD2022-0438 O w RECEIVED U Apr 12 2022 O CITY OF EDMONDS �..� DEVELOPMENT SERVICES DEPARTMENT i Professional Building Design Since 1987 JM Consulting & Design I462I I06th Avenue NE Bothell, Washington 980II 425-821-7518 jeff.miller@ jmconsultingdesign.com www.imconsultingdesign.com EX. UPPER FLOOR PLAN FRAMING $ FOUNDATION FRAMING $ FOUNDATION DIMENSION DIMENSION 2X6 STUDS C� 16" O.G. 2X6 57UDS C� 16" O.G. R-21 BAIT INSULATION R-21 BATT INSULATION FIN15H PER ELEVATION OVER R-50 E3ATT INSULATION FINISH PER ELEVATION OVER R-B8 BATT INSULATION B L.S. BU I LD I N6 PAPER I B LE3. E3U I LD I N6 PAPER OVER 5HEATH I NG PER PLAN 5/4'' T.1 G. PLY11D/05E3 5UE3FLR. OVER SHEATHING PER PLAN 5/4'' T. $ G. PLYWD/055 SUE3FLR. GLUED $ SCREWED $ R-50 IN5UL. GLUED $ 5GREWED FLR. JSTS. PER PLAN FLR. -STS. PER P N 6" MIN. 2X P.T. SILL w/ 5/8"XIO" ANGHO �•j� MAXM6" BELOW BAR GONT 1 ° E30LT5 w/ 5""XI X5/4" PL. WASHER5 e' . . r . is i I • ., Y WALL WITH TOP OF FND WALL . 1.4 I • . & 5PAGED PER 5A. 5GHEDULE. INSTALL 57`UDS AT 16" O.G. "MIN. 12" MAX. FROM ENDS w/ z 4-16d FADE NAILED INTO �zu� TIGHTLINE �NT III `. L EMBED. JOISTS OR BLOGKIN6 <� STORM —_ .: al , #4 BAR VERTIGAL ® 16'' O.G.` Z - FLASHING ®�0 DRAIN � HORIZONTAL @ 10" O.G. WOOD TRIM P.T. 2X6 KNEE BRACE o MID IF REQUIRED — z n *, OPTIONAL " 48 O.G. •• 11 6 MIL. BLAGK V. B. . B-16d FADE NAILED • .III •. w'�' — �,I _ (2) #4 BAR GONTINUOUS .I 5" GLR. ; �. #4 BAR'S w/q0 BEND VERT. @ 16" O.G. „ IiB L 6 li 3 li a II.' .' • SEE DETAIL #1 FOR FOUNDATION • I • . ��7 ..e 4" DIA. PERF. FOUNDATION DRAIN " SCALE : 1" = I'-o1) ;IIIIIIIIIIIIIIIIIIIIII :. SCALE I FOUNDATION J WALL 2 PONY WALL ON FND. WALL HEIGHTS MAY VARY ANDRAIL TO RESIST 200 lb. FORGE [APPLIED 2x4 TOP RAIL IN ANY DIREGTION v d 2x4 NAILER ° 4 — — - — . - aia -7 2x2 BALUSTERS PER IRG SEG. R516.2 LA& RENSSE DETAILS ONFOR SHEET °. FRE-DRILL EX1571N6 WALL d ° ° P.T. DEGK JOIST PER PLAN 6" MIN. EMBEDMENT FOR #4 STEEL a d ° 2x6 DEGKIN6 DONEL5. SET *DONEL5 WITH APPROVED MASONRY ADHESIVE @ 12" O.G. VERT. °° a / (2) IN FT6. ALI6NED w/GONT. FT6. 5TEEL °. (ANGLE DRILL AT NARROW LOGATION5) v ' a. N 8d WOOD SCREW TOP BOTTOM d INSTALL SEALANT AT ALL A ° vd EXTERIOR 5EAMS- VERIFY q / a / DTT2Z-SD5 w/8-505 1/4"xl I/2" _ 5GREWED INTO (2)2x DEGK J5T5. °:. ° FULLY THREAD 1/2"4) LA6 SCREW PREDRILLED w/MIN. 5" INTO TOP PLATE ° SEE DETAIL #5 i pN EXISTING FOUNDATION WALL AND FOOTIN6 ��ALTERNATE EXPOSED MATERIALS TO BE SYNTHETIG DEGK SYSTEM DOWELS ARE TO HAVE A 3" GLEARANGE FROM BOTTOM FT6. 1 2" ON 50E5. (SEE OTHER FOUNDATION DETAIL5 FOR AGTUAL NEW WALL DE516N) 4 )NEW FND. TO EX. FND. CONNECTION DETAIL[ 5) FRAMING STOOP/PORCH SECTION OVERLAP � J J I i � J I LLV Q I z� I EXTERIOR BLD6. WRAP �I NEW WALL 2- ROWS OF GONT. APPROVED SEALANT EXIST. WALL -SEE PLANS 6d NAILS @ 6" O.G. VERT. INTO EX. STUD INTERIOR NTERIOR REMOVE EXT. SIDING AND SHEATHING TO NSTALL 2x NAILER INTERIOR (SHEATHIN6 NAILED w/5d @ 6" @ ED&E5, 12" O.G. IN FIELD) APPROVED GOMP. ROOFING OVER 15# ROOFING PAPER, 7/16" APA RATED 055 SHEATHING $ PRE-ENGINEERED TRUSSES @ 24" O.G. OVERLAP AIR FLOW @ GORNER EXTERIOR PLAN VIEW PLAN VIEW VERIFY AGTUAL FRAMING CONFIGURATIONS SGALE : I" = I'-0" 1 NEW EXTERIOR WALL CONNECTION @ EX15T. SIMPSON HI GLIPS @ EACH UPPER J0157 TO BEAM NEW DROPPED BEAM - SEE PLANS SCALE : I" = 1'-0" 8 NEW UPPER FLOOR BEAM @ NEW OPENING 1/2" INTERIOR — GLG. 6.W.B. SIMPSON HI GLIP EACH TRUSS 2x BLK'G. NAILED w/8d @ 6" TO TOP PLATE EA. BLOCK 1/2" 6.W.5. INSUL. BAFFLE I" AIR 6AP MIN. F-- 2" MAX. ,— GONT. MTL. DRIP EDGE GONT. GUTTER RIPPED GONT. 2x (2 1/4" VERIFY) IxS FASCIA BD. GONT. 5-400 5TRIP VENT i (GDR -A -VENT) Ix2 5PAGER "HARDIE PANEL" PROFILE HEIGHT TO ALIGN WITH EXSTIN6 HOUSE DETAIL I FIELD VERIFY AGGENT TRIM 51DIN6 TO MATCH AND AL16N WITH EXI5TIN6 I q ) "O" OY'ERHANG DETAIL 5GALE : I" = 1'-0" SEE DETAIL FOR HANDRAIL PES16N T 2x6 DECK PLANKING OVER P.T. 2x8 DECK JOISTS @ 16" O.G. SIMF50N HI GLIP EA. J0157 (4) 16d NAILS EA. 51DE — BEAM PER PLAN 2x4 GLEAT EACH 51DE (2) 16d EA. SIDE P. T. POST PER PLAN PRE-GAST F057 SADDLE TYP. 12"xl2"x8" DEGK PIER SCALE : I" = I'-0" 75DEC< SUPPORT BEAM III$ FOOTING VERIFY AGTUAL RAIL DE516N NOTE: SPA6IN6 BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE A MAX. OF 4" GLEAR SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENIN6 BALU5TER5 TO CONFORM TO IRG SECTION R516.2 P.T. 2X6 THREADS ol IU Yrn n. I I I I I I I I X L -J I I I I cf1 L J P.T. 2X4 GROSS BRAGE @ 45" O.G. I I I I I I I I (5) P.T. 2X12 STRINGERS P.T. 2X6 RISER BLOGKIN6 BETWEEN 5TRIN6ER5 d° .d •. • GONG. PAD OR WALK DEGK STAIR DETAIL N.T.S. COPYRIGHT NOTICE: THIS PLAN IS ISSUED FOR CONSTRUCTION PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF A CONSULTING & DESIGN IS PROHIBITED. A CONSULTING & DESIGN MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW INCLUDING COPYRIGHTS. PROJECT NO.: XXXX DRAWN BY: JEM CHECKED BY: JEM PLAN DATE: 02.12.2022 DWG. SCALE: REVISIONS O O O � ,O v / U � � a� C� BLD2022-0438 w RECEIVED U Apr 12 2022 0 CITY OF EDMONDS $,..I DEVELOPMENT SERVICES DEPARTMENT Professional Building Design Since 1987 JM Consulting & Design 14621 I06th Avenue NE Bothell, Washington 98011 425-82I -75 18 Jeff miller@ jmconsultingdesign.com www.jmconsultingdesign.com MISC. DETAILS CONTINUOUS RIM OR BAND JOIST 8d @ 6" O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16" O.C.. ALONG BRACED WALL PANEL FULL -HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL PERPENDICULAR FRAMING PERPENDICULAR FRAMING 8d @ 6" D.C. ALONG BRACED WALL PANEL FM BRACER WALL PANEL 3-16d @ 16" O.C. ALONG BRACED WALL PANEL �CONTIN UDuS RIM FULL -HEIGHT BLOCKING ❑R BAND JOIST CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL or SI: 1 inch = 25.4 inm. SEE ALT. ERAC50 PANEL NOTES -or ERACED WALL PANEL NOTES FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING or SI: I inch = 25.4 mm. ABW MT PFG CONTINUOUS RIM OR END JOIST 8d @ 6" O.C. ALONG BRACED WALL PANEL — BRACED WALL PANEL 3BRACED WALL PANEL .16d @ 16" O.C. ALONG ADDITIONAL FRAMING MEMBER DIRECTLYABOVE BRACED WALL PANEL 8d @ 6" 0.C. ALONG BRACED WALL PANEL _— BRACCO WALL PANEL 3-16d @ 16" O.C. ALONG BRACED WALL PANEL FULL -HEIGHT BLOCKING i@ 16" O.C. ALONG BRACED WALL PANEL TOE NAIL 3.8d NAILS AT EACH BLOCKING MEMBER -BRACED WALL PANEL 3-16d AT EACH BLOCKING MEMBER Deck Ledger Connection to Band Joist a, b (Reference IRC Table R507-2 - Deck live load = 60 psf, deck dead load = 1 a psf, snow load 5 40 psf) For SI: 1 inch = 25.4 mm. 1 foot = 304.8 mm_ 1 pound per square foot = 0.0479 kPa. Joist Span 6` and less 6`1 " to 8' 8 V to 10 101 " to -12' 12"1 " to '14' 14`1 "to 16' l Ei' l " to 18` Connection Details On -center spacing of fasteners 'l2 inch diameter lag screw with 22 t 13 l 1 9 8 7 %, inch maximum sheathing C-d '/2 inch diameter bolt with Y2 inch maximum sheathing d 30 22 18 15 13 -11 10 V2 inch diameter bolt with 1 inch 26 19 16 13 11 10 9 maximum sheathing a a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist_ b. Snow load shall not be assumed to act concurrently with live load_ C. The tip of the lag screw shall fully extend beyond the inside face of the band joist_ d. Sheathing shall be wood structural panel or solid sawn lumber. e. Sheathing shall be permitted to be wood structural panel. gypsum board, fiberboard, lumber or foam sheathing. Up to 1/2-inch thickness of stacked washers shall be permitted to substitute for up to '/2-inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. Placement of Laq Screws and Bolts in Ledgers and Band Joists (Reference IRC Table 507.2.1) Minimum End and Edge Distance and Spacing Between Rows Top Edge Bottom Edge Ends Row Spacing Ledger' 2 inches d 314 inch 2 inches b 1 518 inches b Band joist c 314 inch 2 inches e 2 inches b 1 518 inches b For SI: 1 inch = 25.4mm a- Lag screws or bolts must be staggered from the top and bottom along the horizontal run- See figure below_ b. Maximum 5 inches_ c. For engineered rim joists, the manufacturer's recommendations govern_ d. The minimum distance from the bottom row to the top edge of the ledger must be in accordance with figure below. e_ 2 inches may be reduced to 314 inch when the band joist is directly supported by a mudsill, header, or by double top wall plates. DECK LEDGER SCHEDULE FLOOR SHEATHING NAILING AT 6" MAXIMUM ON CENTER TO JOIST WITH HOLD-DOWN ko 2-16d NAILS EACH SIDE ADDITIONAL FRAMING \�-- FULL -HEIGHT BLOCKING CONTINUOUS RIM MEMBER DIRECTLY BELOW OR END JOIST BRACED WALL PANEL @ 16" O.C. ALONG BRACED WALL PANEL. S EE ALT, BRACED PANEL NOTES or BRACED WALL PANEL NOTES FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOORICEII-ING FRAMING 2016 INTERNATIONAL RESIDENTIAL CODE rS1: 1 inch =25.4mm. SCALE: N.T.S. MINIMLIM LENGTH OF laRACED WALL PANELS MINIMUM LENGTH' (inch") METHOD CONTRIBUTING LENGTH Wall Height ($ee Table K602,10.4) [Inches] a feet 9 feet 10 feet 11 feet 12 feet ST B, P13 ,. PCP,11PS. BV-WSP 48 48 48 53 58 Actual" C713 48 48 48 53 58 iJonhle sided - actual Single sided = 0,5 x Actual LIB 55 62 69 Nl' NP Actual° SDC A, I1 said C, ultimate dtsign 28 32 34 33 42 waid speed < 140 mph AS SDL: D,, D, and M. ultutnaie demp 32 32 34 NP NP wind tipeed < 144) mph. Supporting roof only 16 16 16 181 201 4 Supportilig one story and root 24 24 24 27` 29` 48 24 27 30 311 36, 1.5 x ActuaP 24 27 30 33 36 Actual" "S-pL SDC A B and C 16 18 20 22' 24' L5 x Actualt' SI]C l], D and r7, 16 18 20 22, 24' Amml" cl5_WSp, cs-19FB Adjttcent ciear opening height {inches) s 64 24 27 10 :3:3 36 Actual" 68 26 27 30 33 36 72 27 27 1 30 33 36 76 '10 29 10 13 M 80 32 30 30 33 36 84 35 32 32 ?3 36 88 38 35 ?3 33 36 92 43 37 35 35 36 96 48 41 38 36 36 100 -- 44 40 38 38 104 — 49 43 40 39 108 54 46 43 41 lit — — 50 45 43 116 — — 55 49 45 120 — — 6o 52 48 124 — — — 56 51 128 — — — 61 54 112 — — — 66 58 136 — — — -_ 62 140 — — — GG 144 — — — — 72 or SL 1 inch - 25.4 mm. I foot - 304-8 mm, i mile per lour - 0.447 r0,- P — Not PenTia", Linoar inteipolation shallt-e permitted, untie the actual longth whm it is groatcr than of equal to the minimum length. 'N4aximum h('ddet height For PFH is 10 ket in aceardanse with Figura R602.1 U.G 2, but wall height shall he permitted to be increased to 12 fect with party sti'a \4axunum opening height For PFG is 10 fcei in accordanc.- with Figrim R002.10 6,3 : but wall height shell be permitted to be inemaxed to 12 feet with pony wo Nails are Inot required in the rim board area. When nailing the strap over QSB/plywood, use a 21/2" long nail minimum. N fypiical detail with Strap nstalled over Sheathing All1�� ID) STRAP DETAIL FLOOR JOIST — NOTE: THIS DETAIL IS APPL WHERE FLOOR JOIS PARALLEL TO DECK 2" MIN. FLOOR JC SL I inch = 25.4 nun, 1 foot = :304.S mm. FIGURE 507.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS SHEATHING d 2" MIN. LEDGER— or SL 1 inch 25-4 mm, LAG SCREW OR BOLT STAGGER FASTENERS IN 2 ROWS 5.5" MIN, FOR 2 X 8' 'DISTANCE SHALL. BE PERMITTED TO 6.5" MIN. FOR 2 X 10 BE REDUCED TO 4.5" IF LAG SCREWS 7.5" MIN, FOR 2 X 12 ARE USED OR BOLT $PACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2 X 6 LEDGERS TO 2 X 8 SAND JOISTS, 314" MIN_ FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS EXTERIOR SHEATHING EXISTING STUD WALL—� EXISTING 2x BAND JOIST OR ENGINEERED RIM BOAR 2" MIN. 1 sla" M IN. 5" MAX. 2" MIN, j FLOOR FRAMING Ca Q Q o . . EXISTING L .. � �� FOUNDATION WALL For SI: 1 inch = 25A inm. JOIST HANGER DECK JOIST LAG SCREWS OR BOLTS FIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS DECK LEDGER CONNECTION EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE" BRACED WALL PANEL) HOLD-DOWN OR SIMILAR TENSION DEVICE 2'-18' FINISHED WIDTH OF OPENING I= FOR SINGLE OR DOUBLE PORTAL`"____—i" TENSION STRAP PER -. o_ _Q V V TABLE 602.10-6.4 PONY ALL o'~ , ' ' 1 {ON QP SITE SIDE 16 HEIGHT of ii i' [7FSHE~ATHING) -- � - -----�___:..�.... .. ..w....-. •. ..-.. �...-. �.. .. -. .. ..�•.�yJ I 1 � BRACED WALL LINE ° ° p ° � a ° ° ° o °�v ❑ ° a MIN. 3'x11'l� NET HEADER STEEL HEAI?ER PROHIBITED � � � CONTINUOUSLY SHEATHE[0 010 ° ° *10 IF ''/a" SPACER IS USED, PLACE ON BACK -SIDE OF HEADER ' 1 WITH WOOD STRUCTURAL PANELS a ° ❑ *,- v ° a ° i o ° ° ❑ -' °I°I la 1 FASTEN SHEATHING TO HEADER WITH BID ' 1 ' 1 , IF NEEDED, PANEL 1 I'o 1 ' 4- + w °i° COMMON OR GALVANIZED BOX NAILS IN 3" GRID i ' SPLICE EDGES SHALL OCCUR COVER AND BE ° ° 1 PATTERN AS SHOWN 1 NAILED TO COMMON A. + Q aje' io HEADER TO JACK STRAP PER TABLE---� BLOCKING WITHIN THE b ❑I°I °'° -STUD R602.10,6A ON BOTH SIDES OF OPENING , MIDDLE 24" QF THE PORTAL LEG HEIGHT. 1 1° a t�7 °la, OPPOSITE SIDE OF SHEATHING i i : ONE ROW OF 3" Q.O. rp a d LU ❑Ial a0 a❑ 1 NAILING IS REQUIRED ;a 0101 ;° IN EACH PANEL EDGE. x °°' 4° MIN. DOUBLE 2"x4" FRAMING COVERED WITH MIN. ' 1 Q 4 Aral 1010 1� '!1s "THICK WOOD STRUCTURAL PANEL SHEATHING 1 1 ; ' TYPICAL PORTAL 4 y° w " WITH 8D COMMON OR GALVANIZED BOX NAILS AT 1 FRAME CQNS°TRULyTQN w DECK JOIST tic :� $" t.(. N ALL FRAMIN[- (STUDS,1 , i BLOCKING, AND SILLS) TYP. P MIN. DOUBLE 2x4 POST ° XO MIN. LENGTH OF PANEL PER TABLE R602.10.5 �ItING AND JACK STUD)STU ° 1° ❑,01 Atl 1 1 , NUMBER OF JACK f TABLES v Iv aid iu6 MIN.(2)'/2"DIAMETER ANCHOR BOLTS 1 �' , RE02D [ )�& ��} ,.Q " INSTALLED PER SECTION R403.1.6 WITH I la °1°; , 2"x2"x11is" PLATE WASHER !1 °idi� 11 M. 1 04 a f7 1 9. Q pi �• to2 0 0. p. o �. o. o o �. o. o o O 0. w o Q. o' q q a OVER CONCRETE OR MASONRY BLOCK FOUNDATION SIDING1 1 a,n, n:°: FI-A5HING FOR °� R WATER TIGHTNESS DECKING ANCHOR BOLTS PER SECTION R403,1,5 (2) FRAMING ANCHORS APPLIEI] ACROSS 1 1 1 WOOD STRUCTURAL PANEL NAIL SOLE PLATE ' ' SHEATHING JOINT WIT SHEATHING, To TOP OF BANC) TQ JOIST PER CAPACITY OF 670 LBS 1 OR RIM JOIST TABLE R602.3(1) THE HORIZONTALAND VERTICAL DIRECTIONS WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST—�' OVER RAISED WOOD FLOOR - FRAMING ANCHOR OPTION (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) APPROVED JOIST HANGERS 2x LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE R507.2 X e;°� LU o'° WOOD STRUCTURAL PANEL NAIL SOLE PLATE SHEATHING TO TOP OF BAND TO JOIST PER i i i ATTACH SHEATHING TO HOLD-DOWN DEVICE MIN 750 L.B. CAPACITY O ,�°� OR RIM JOIST TABLE R602.3(l ] 1 BAND OR RIM JOIST WITH AT 4 LOCATIONS, EVENLY DISTRIBUTED I aeo_a8D COMMON NAILS AT 3" O,C, TOP AND BOTTOMEND ALONG DECK AND ONE WITHIN 2" OF EACH t OF THE LEDGER, HOLD-DOWN DEVICESSHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST OVER RAISED WOOD FLOOR - OVERLAP OPTION (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) A FULLY THREADE0 GIs" DIAMirTER LAG SCREW PREDRILLED W1 MIN, 3" PENETRATION FRONT ELEVATION NOT USED SECTION TO CENTER OF TOP PLATE, STUDS, OR HEADER. For SI: 1 inch = 25,4 an1n, 1 foot = 304.8 mm. FIGURE IR507.2.3(2) FIGURE R602.10.6.4 DECK ATTACHMENT FOR LATERAL LOADS METHOD CS.PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION DECK LEDGER CONNECTION 'LE' N'T'' PF PORTAL FRAME DETAIL DEL. STUG ,a-- STRA,ta LOC.A71ON - INSTALL 6-X;* D%IE� S-IEAT++I14637 AND PRIOR TO ROOF= 7_F�MING NAIL c�-:R MF611t, 5PIEC5-3 STH 0 1EA'41 Pl:R P..AK Shown No UffE -*J • FOP STRAP Uf+,>:ER 91=ATE STRAp 15 INST.AL._ED SB STRAP@ BEAM DETAIL SCALE: NSA, FASTEN KING STUD TO HEADER WITH 6 16D SINKERS -� FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 160 SINKER NAILS AT 3" O.C. TYP. MIN.'116" WOOD STRUCTURAL PANEL SHEATHING NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) APPROVED BAND OR RIM JOIST NAIL SOLE PLATE TO JOIST PER TABLE R6a2.3(1) APPROVED BAND OR RIM JOIST SCALE: N.T.S. EXTERIOR HALL TO -4AVE -7116' APA RATW 055 1) a. , NAILZI; N.TH �I 6 6" O.W. AT A_-L EDP AN;) � � I�° a L. IN FIE-D. 5 LL PLATE -1 TO 6_2' BOLTED TO STEP Kt,ALL MITI- 1I2-" $x 14" RANCHO;* BOLTS a (45' O.G. 15' wll �or SECURM TO FLOOR FR>AYIN9 PER reETAIL "PC' OR 10" AT SEE= =LOOR '4AX. MAX. FP LEVEL- SEE PLANS FOR STRAFFINS. 0_0� INTERIOR Y•A_.L -O 1-A'11r/16" APA RATED 058 (1) SIDE,h1rILE7 KITH bd @ b" O.S. AT A..L 20926 AN7 bd i 12' C.C. IN Fir:_D. 5 LL PLATE SEGIJ 17 TO FLcm FRAYiN*s Pm Gi="-,AIL 11lac,11 5RAczD mALL uI+li+w-ioN ';PTA I LS ON TH 5 51-BET. FISURIr RfaC;c.lO.�a.'I . '� wOLli� #3_OCi� N>�a BETV'IEir�i 6RPC.E I+W�L- P.�I'J+L CONNECTION Tip INTER SSC-a TO TOP IAiT�`� OR Y1A:.L _o HAVE 1/2" 6Yfi %,4 V`' 4LL BOAR17 NAL-EI] V41TH ' RPEI•,DICLILAR ROOF F1��SM1'tS PLA �5 IN TH $d 6" O C. _ yro COOLER NA Lr . I i I 4" i EA7 CR &YP%M WASRo AsLON5 LENOTs` OF 5F ACEC NAIL, .066 ❑IAMI=T a GASr_, 15J5' rON& Id,'64" HEAD KAL_ PANEL .04V D AMETPR . 1:'4 L A T l TsFtIAX. NAIL VPr4GIIIG 5" OL., MAX. SCFZ:HI SPACINS 16' 0.0 , V-''d'" ` ITT,& BRACED WALL PANEL SHEATHING SEOUREMENT TP TOP PLATE BLOCKING NG DETAIL PER M2.10A PRESCRIPTIVE METHOD" 1NSP" i�R"CS�G' INTERIORS COPYRIGHT NOTICE; TIOPLAN 18110 EO POROUTRUCTION f019k138E8 6YTIECLER311=71Z REPR4L+3bLT10MtiA UK0FTHI1 PdCNYE9WWLrr7METPW1WRITTER MINT OF,l MR1•ULORDIDMRItFROM 11 . JldtpWLIQI D0%NM9A1% ALL RIM VNERVARANt3IE1llRALLAW IMM U WPYNONT8l PROJECTNO.: D RAWN BY: CHECKED BY PLAN DATE: DWG. SCALE: N,T,S, REVISIONS O O ` q O � � v rO v U � � V ` O BLD2022-0438 RECEIVED Apr 12 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT •I UUM Psm,fissional Building Desi ra Since 1987 ]M Consulting & Design 1413" 105th, Ave, NE Kirkland, Washington 9803-S 425-821-7518 � I:�'t11111���'171ii�13811iT1I1�C�E#l�i,C0117 �f'1i'yS , j rif C fin;PLeltin�l �sL�n.�m BRACED WALL PANEL DETAILS