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SEE REV1 APPROVED PLN FIR BLD RESUB2 BLD2021-0812+Architectural_Plan+6.27.2022_3.25.08_PM+2956788GENERAL NOTES CODES The following codes and classifications are applicable to this project and are to be enforced: 2018 International Building Code (Structural for Residential) 2018 International Residential Code (Ordinance) 2018 Washington State Energy Code and Ventilation Code Construction Type: VB Seismic Zone: D2 Occupancy Group: Q•31C.( Wind Speed: 85 MPH/3sec. 120 MPH Gust Fire Zone: 3 Exposure Category: B Kzt: LOADING: Floor Live Load: 40psf Dead Load: 1Opsf Roof Live Load: 25psf Dead Load: 15psf Stairs Live Load: 100psf Dead Load: 1Opsf Exterior and Interior Walls: Dead Load: 105plf Decks Live Load: 60psf Dead Load: 1Opsf Contractor shall verify all notes, dimensions and conditions prior to construction. During demolition and construction, the Contractor shall provide temporary bracing for support and stability until all positive connections have been installed. The Contractor shall report all discrepancies to the Designer when they are noted. Written dimensions take precedence over scaled drawings. SITE WORK Unless a state approved Geotechnical Engineer has performed a soils investigation and report, the foundation will be designed based on the assumption that the average soil bearing is 2000psf. r for one-story Exterior footings shall be a minimum 12 below finished grade o one t ry structures or 18 below finished grade for multiple -story structures on undisturbed soil. Footing drains, if required, are to be tied to existing or new systems. Mono -pour slabs with footings shall have footing depth be a minimum 12" below finished grade. Foundation vents shall not interfere with bearing points or be within 3" of lateral holdowns. Finish grade shall be a min. 6" below the top of foundation. CONCRETE Class and Use F'C Slump Min. Sacks/cy A. Footings and foundations 2500 3-4 5 Y2 B. Slabs on grade 2500 3-4 5'/2 Air entraining agent (3% to 6%) to be used in all concrete flat work exposed to the weather. Retarding agents may be used but must be installed by professional concrete provider. Concrete mix design and water -to -cement ratio to be in accordance with the IBC. REINFORCING STEEL and COVER All steel reinforcing to be ASTM A615 Grade 40. All special reinforcing steel details to be approved by a professional engineer. All splices are to be lapped 30 diameters. No splices to occur at locations of tension. Cover: 3" Concrete cast against and permanently exposed to earth 1 '/" Concrete exposed to weather or temporarily to earth 1 Y2" Beams and columns not exposed to earth or weather, Slabs or walls not exposed to earth or weather All structural framing and nailing are to conform to the requirements in the IBC or IRC. All wood in contact with concrete to be pressure treated. All structural wood exposed to the weather to be pressure treated. Wood bearing against or within 1" of masonry to be pressure treated. Solid 2x blocking shall be installed at ends and at all support points of all joists and rafters. Also, solid 2x blocking or approved bridging shall be installed at the mid -span of all joists spanning more than 10'-0". Typical anchor bolts, tying sill plate to foundation, shall be minimum 5/8" diameter and embedded into the foundation minimum 8" at 4'-0"oc and 12" from all corners and plate separations. Bolt heads and nuts bearing against wood to have 3"x3"x1/4" square washers. All metal framing anchors, connectors and hangers called out on drawings to be Simpson Strong -Tie Connectors or designer approved equal. Minimum wood -to -earth clearances: 6" Any untreated wood to earth 12" Crawlspace floor beams to earth 18" Crawlspace floor joists to earth LUMBER STRENGTH (units in psi) Fv Fb E Studs: Hem -Fir #3 75 500 1200K Stud grade 75 675 1200K Joists & Rafters: Hem -Fir #2 (2xl0)& (2xl2) 75 850 1300K Beams & Headers: 4x Doug -Fir #2/#1 95 875/1000 160OK/1700K 6x Doug -Fir #2/#1 85 875/1350 130OK/1600K Glulam Beams: Doug -Fir Larch 24F-V4 190 2400 1800K Micro -Lam: LVL 1.9 E 290 2900 1900K Loading: Roof 15psf Dead Load + 25psf Live Load = 40psf Floor 1Opsf Dead Load + 40psf Live Load = 50psf Ceiling 5psf Dead Load + 10psf Live Load = 15psf Deck 10psf Dead Load + 60psf Live Load - 70psf Interior Partition = 80plf Exterior Partition - 105plf PLYWOOD Plywood wall and roof sheathing shall be Y2" CDX or 7/16" OSB, unless otherwise specified. Minimum nailing shall be 8d @ 6"oc on all panel edges and 12"oc in the field. The span index shall be 24/0. Plywood subflooring shall be 3/" CDX or 11/16" OSB tongue -and -grove, unless otherwise specified. Minimum nailing shall be 10d @ 6"oc on panel edges bearing on supports and 12"oc in the field. The span index shall be 40/20. Roof and floor sheathing should be staggered a minimum 24". WOOD TRUSSES All roof and floor trusses shall be designed by a State approved engineer and fabricated only from the approved designs. The trusses are to be stamped by the manufacturer or by an approved quality control agency. All truss designs are to be submitted to the Building Official for approval prior to fabrication and a copy of the approved designs to go to the Designer. Nonbearing walls shall not be tied directly to the roof truss bottom chord unless with an approved connector. All truss -to -truss metal connections are to be specified by the designing engineer. The roof trusses shall be tied into the framework and the supporting walls so as to form an integral part of the whole structure. Temporary diagonal and sway bracing shall be used until all required bracing, connectors and roof sheathing is installed. 07-14-2022 V3 PLAN REVIEW NOTES: Approved. Deferred Submittal: A residential fire sprinkler system is required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. 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. DFM Burt FIREPLACES Masonry fireplaces and chimneys are to be constructed to conform to all applicable portions of the IBC, International Fire Code and International Mechanical Code. Chimneys shall support their own weight unless specifically designed to support additional loads. All fireplaces are to be provided with tightly fitting flue dampers and operated with a readily accessible manual or approved automatic control. An outside source of combustion air is to be provided with a minimum 10 square inch duct. Prefabricated fireplaces, chimneys and related components to bear UL or ICBO seals of approval and installed per manufacturer's specifications. Masonry hearths are to extend 20" in front of and 12" beyond each side of the fireplace mouth. All fireplaces are to be provided with tight fitting tempered glass or metal doors. INSULATION & MOISTURE PROTECTION Unless noted otherwise, insulation to be per the Washington State Energy Code. Insulation baffles are to be installed to keep a 1" air space for attic ventilation. The baffles are to extend 12" above the 'insulation. Insulate around all showers and tubs. Fully insulate all cavities in exterior walls. Face - staple all kraft-backed batts. All kraft seams to be sealed with duct type tape. Friction fit all non kraft- backed b atts and support with wire stays. Piping for hot water heat systems or continuously circulating hot water systems are required to be insulated with R-3. INFILTRATION CONTROL 1. All exterior joints and openings shall be sealed, caulked, gasketed or weather-stripped to limit air leakage. Examples of joints or openings include: windows, doors, openings between walls and foundations, between walls and roof and between wall panels, openings at penetrations of utility services and access panels into unheated spaces. 2. All exterior doors, other than fire -rated doors, shall be designed to limit air leakage around their perimeter when in a closed position. Doors between the residence and the garage are not considered 'fire -rated' even though they must carry a 20minute rating. 3. All exterior windows shall be designed to admit infiltration into or from the building envelope. Site -built and shop- built wooden sashes are exempt from infiltration criteria, but must be made tight fitting and weather-stripped and caulked. 4. Recessed light fixtures in ceilings of unheated attic spaces to limit air leakage. VAPOR BARRIERS / GROUND COVERS An approved vapor barrier shall be installed on all exterior walls, on the warm side of all roof decks and on the warm side of all rafters that are both ceiling and roof support members. The net free area for attic ventilation may be 1/150 or 1/300 of the total attic area provided a vapor barrier, having a Perm rating not exceeding 1 is installed on h warm i of le the a m side the insulation. A round cover f p g g g e o 6 mil (0.006") black polyethylene (visquene), or equal, shall be laid over the bare earth in all crawl spaces. The cover shall be lapped 12" minimum at all seams and extend up the foundation wall to the mudsill plate. DOORS, WINDOWS & SKYLIGHTS Doors to the exterior or from the house to the garage must have a minimum 36"x36" landing within 2" of the door threshold. Maximum 7.75" risers and minimum 10" treads, w/ 1" nosing, are required to all steps leading to the landings. All skylights and sky walls to be laminated glass unless noted otherwise. French doors and sliding glass doors are to be double glazed tempered safety glass. All glazing within 18" of the floor or within 24" of a door swing is to be tempered safety glass. Other locations for tempered glass are tub and shower enclosures, glazing associated with guardrails and any window areas within 60" of the stair nosing or landings. All window openings within 24" of the floor and greater than 6'-0" above exterior finished grade must be protected against window fall. Bedroom emergency egress window: minimum net clear opening width of 20"; minimum net clear opening height of 24"; minimum net clear opening of 5.7sgft; maximum finished opening height of 44" above finished floor. MECHANICAL Solid fuel burning appliances include airtight stoves, fireplace stoves and smaller room heater versions, factory -built fireplaces, and fireplace inserts. All solid fuel burning appliances shall comply with the provisions of the IBC, IRC and IMC. Each dwelling unit shall be provided with heating facilities capable of maintaining a temperature of 70 degrees F. at a height of 36" above the floor in all habitable rooms when the outside temperature is 30 degrees F. A centrally located, programmable, heat -regulating device is required in each residence. Fuel burning equipment located within the building envelope shall obtain combustion air from outdoors. All warm -air furnaces shall be listed and labeled by an approved agency and installed to manufacturer's specifications. Appliances intended for installation in closets, alcoves or confined spaces shall be so listed. No warm -air fuel burning furnaces shall be installed in a room used as a bedroom, bathroom, closet or any enclosed space with access only through such room or space. No warm -air furnace shall be installed in a space less than 12" wider than the furnace or a clearance of 3" along the sides, back and top. All enclosed furnaces shall have a minimum 1 Osq inch fresh air intake, unless located in the garage, attic or crawlspace. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less tharil air changes per hour when tested with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall occur at any time after rough in and after creation of penetrations of the building thermal envelope, including penetrations for utilities, plumbing, electrical, ventilation, and combustion appliances and sealing thereof. When required by the building official, the test shall be conducted in the presence of department staff. The blower door test results shall be recorded on the certificate. A Residential Energy Compliance Certificate complying with WSEC 401.3 is required to be completed by an approved party or the builder and permanently posted within the space the furnace is located or within 36" of the electrical panel prior to final inspection, see "Certificate" section below. Liquefied petroleum gas burning appliances shall'not be installed in a pit, basement or similar location where heavier than air gas might collect. Appliances so fueled shall not be installed in an above grade under floor space or basement unless such location is provided with an approved means for removal of unburned gas. Heating and cooling equipment located in a garage and which generates a glow, spark or flame capable of igniting flammable vapors shall be installed with the pilots, burners or heating elements and switches at least 18" above the finished floor. All air ducts passing from the garage to the residence are to be constructed of steel not less than 0.019" thick and have no openings into the garage. Warm -air furnaces installed in attics and/or crawlspaces shall have oversized accesses for maintenance. All factory -built chimneys shall be installed per manufacturer's specifications. All flues or chimneys for solid fuel fireplaces shall terminate minimum 24" higher than any roof or building structure within 10'-0". Vent connectors shall be installed within the space or area in which the appliance is located and shall be connected to a chimney or vent in such ways as to maintain proper distance from all combustibles. Heating and HVAC equipment for low-rise residential shall be sized no greater than 150% of the design load. DUCTWORK All ducts shall be of metal or factory -made air ducts complying with and installed per the UMC. All joint and seams shall be substantially airtight. All warm -air ducts in unheated areas are to have R-8 insulation. All ducts, air handlers, filter boxes, and building cavities used as ducts shall be sealed. Joints and seams shall comply with the IRC or the IMC. Duct tightness testing shall be conducted to verify that the ducts are sealed. A signed affidavit documenting the test results shall be provided to the jurisdiction having authority by the testing agent. PLUMBING All water heaters installed in garages or other unheated areas to have R-10 rigid insulation at the base. Water heaters to be installed 18" above concrete slabs, have pressure release valves that terminate to the exterior of the structure and have seismic straps installed top and bottom of the tank. All showers, tubs and Kitchen sinks shall have 1.75gpm flow resisters. All toilets and water closets to have maximum 1.5gallon flush. All other lavatories to have 1.Ogpm flow resisters. LIGHTING A minimum of 90% of lamps in permanently installed lighting fixtures shall be high -efficacy lamps. CERTIFICATE A permanent certificate shall be completed by the builder or other approved party and posted on a wall in the space the furnace is'located, a utility room, or an approved location inside the building. When located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label, or other required labels. The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, below -grade wall, and/or floor) and ducts outside conditioned spaces; U-factors for fenestration and solar heat gain coefficient (SHGC) of fenestration; the results from any required duct system and building envelope air leakage testing done on the building; and the results from the whole -house mechanical ventilation system flow rate test. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the types and efficiencies of heating, cooling, whole -house mechanical ventilation, and service water heating appliances. Where gas -fired unvented room heater, electric furnace, or baseboard electric heater is installed in the residence, the certificate shall list "gas -fired unvented room heater," "electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be listed for gas -fired unvented room heaters, electric furnaces or electric baseboard heaters. W.S.E.C. CHECKLIST ELECTRIC RESISTANCE OTHER FUELS PROPOSED INSULATION MAX. GLAZING PERCENTAGE ALLOWED I / ATTICS FLAT CEILINGS - IZ 3& PROPOSED GLAZING PERCENTAGE vo VAULTED CEILINGS IZ' MAX. VERTICAL U-VALUE ALLOWED .'150 1EXTERIOR WALLS IZ Z I PROPOSED VERTICAL U-VALUE IZ$ EXTERIOR BELOW GRADE WALLS fZ Z( MAX. OVERHAED U-VALUE ALLOWED ,!O INTERIOR HOUSE / GARAGE WALLS r2.-74 PROPOSED OVERHEAD U-VALUE FLOORS OVER UNHEATED SPACES MAX. DOOR U-VALUE ALLOWED .30 SLAB Lesmize R-1 PROPOSED DOOR U-VALUE .Zb DUCTS IN UNHEATED SPACES --�- * ENERGY CREDITS TO BE FOUND ON ENERGY COVER SHEET GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - 2016 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIOE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM OF THE SITE STORMWATER , SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IGA ION PE IT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEP PRIO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO CI WAT ALITY TECHNICIAN, A COPY OF THE BACKFLOW S ORT. PORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO EFF.K LY �EDf NDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLE D BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS O S FOR THE PR EVENTION O ON - SITE N F - SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26, SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE APPROVED BY PLANNING 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. PLANS ON A SET OF AS -BUILT DRAWINGS AND SHALL SUMMARIZE ALL AS - BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. /j� CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF jY7 INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL REPRESENTATIVE PRIOR TO BACKFILLING. PROJECT APPROVAL. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM INFORMATION. Approved DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S DFM CMr�s Burt REPRESENTATIVE AND CITY. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON South Count Fire y HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED Date: 07/14/2022 APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER PROVIDED TO THE CITY PRIOR TO PAVING. AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE OBTAIN ELECTRICAL AFFECTED BY THE IMPLEMENTATION OF TH1S PLAN. CONTRACTOR SHALL PERMIT FROM 6. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY STATE LABOR & PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW INDUSTRIES • UTILITIES. UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED APPROVED SITE UTILITIES WITHIN THE BUILDING. IMMEDIATELY OF CONFLICTS THAT ARISE. PLANS MUST BE ON JOB SITE 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING ELECTRICAL WORK. CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40, PIPE MATERIA ENGINEERING !SPECIAL INSPECTION(S) ARE (REQUIRED FOR THIS PERMIT. ■ (Please provide special inspection reports to building inspector. I V Soils Temporary excavations i 3. Back fill and compaction of I replaced soil Approved Date 7/12/2022 Building Official W. W Permit Number BLD2022-0812 REVISIONS BY o o crs EEa Co N WCID fm c L. Q1 M t Q N t- o V r M LID m ... N > q e- W RESUB Jun 28,2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT - - 0 J Q V♦ (1) OE E E 0 o�_ W -- i W E *a RS N E cr0) O 1` V Date Scale Drawn Job Sheet ®t Sheets 24 X dA C4 6ARPRINTm f TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT$ �'i .+5" .•�,a v`�rwx"k'"`Y .:"uz��,r .,.,,:I k ^#': °}c � €°V `^i:Ftk „y ..� kerb,;. Fenestration U-Factorb 0.30 ■ ■ Skylightb U-Factor 0.50 Ceiling R-Valuee 49 ■ 21 int Wood Frame Wallg,h R-Value ■ Floor R Value 30 Below-Gradec,h Wall R-value 10/15/21 int + 5TB ■ Slab d'1 R Value S Depth 10, 2 ft ■ For Si: 1 foot = 304.8 mm, ci = continuous insulation, int = intermediate framing. a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table Al01.4 shall not be less than the R-value specified in the table. b. The fenestration U-factor column excludes skylights. c. "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 wall at the interior of the basement wall. "l0115/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d. R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. e. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth extends over the top plate of the exterior wall. f. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter slab insulation when applied to existing slabs complying with Section R503.1.I. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. g. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for climate zone 5 of ICC 400. h. Int. (intermediate framing) denotes framing and insulation as described in Section Al03.2.2 including standard framing 16 inches on center, 78 percent of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. SECTION R406 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS R406.1 Scope. This section establishes additional energy efficiency requirements for all new construction covered by this code, including additions subject to. Section R502 and change of occupancy or use subject to Section R505 unless specifically exempted in Section R406. Credit from both Sections R406.2 and R406.3 are required. R406.2 Carbon emission equalization. This section establishes a base equalization between fuels used to define the equivalent carbon emissions of the options specified. The permit shall define the base fuel selection to be used and the points specified in Table R406.2 shall be used to modify the requirements in Section R406.3. The sum of credits from Tables R406.2 and R406.3 shall meet the requirements of Section R466.3. R406.3 Additional energy efficiency requirements. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: ........................................................................................... 3.0 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building greater than 500 square feet of heated floor area but less than 1500 square feet. 2. Medium Dwelling Unit: ...................... i ............................................................... 6.0 credits All dwelling units that are not included in #1, #3 or #4. 3. Large Dwelling Unit: .......................................................................................... 7.0 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Dwelling units serving R-2 occupancies: ........................................................... 4.5 credits 5. Additions less than or equal to 500 square feet: ................................................ 1.5 credits The drawings included with the building permit application shall identify which options have been selected and the point value of each option, regardless of whether separate mechanical, plumbing, electrical, or other permits are utilized for the project. E. 11 E E TABLE R4062 FUEL NORMALiZATION CREDITS 1 Combustion heating equipment meeting minimum 0 0 federal efficiency standards for the equipment listed in Table C403.3.2(4) or C403.3.2(5) ' 2 For an initial heating system using a heat pump 1.0 1.0 ■ that meets federal standards for the equipment listed in Table C403.3.2(1)C or C403.3.2(2) or Air to water heat pump units that are configured to provide both heating and cooling and are rated in accordance with AHRI 550/590 - 3 For heating system based on electric resistance �1.0 -1.0 ■ only (either forced air or Zonal) 4 For heating system based on electric resistance 0.5 N/A ■ with a ductless mini -split heat pump system in accordance with Section R403.7.1 including the exception ■ 5 All other heating systems I -1 -0.5 ■ ■ TABLE 406.3 ENERGY CREDITS CREDIT(S) • OPTION DESCRIPTION --� All Other Group R-2 1. EFFICIENT BUILDING ENVELOPE OPTIONS Only one option from Items 1.1 through 1.7 may be selected in this category. Compliance with the conductive UA targets is demonstrated using Section R402.1.4, Total UA alternative, where [1-(proposed UArTarget UA)] > the required %UA reduction ; 1.1 Prescriptive compliance is based on Table R402.1.1 with the following 0.5 0.5 modifications: e Vertical fenestration U = 0.24. 1.2 Prescriptive compliance is based on Table R402.1.1 with the following -1.0 modifications: • Vertical fenestration U = 0.20. 1.3 Prescriptive compliance is based on Table R402.1.1 with the following 0.5 N/A modifications: Vertical fenestration U = 0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or : Compliance based on Section R402.1.4: Reduce the Total conductive UA by 5%. 1.4 Prescriptive compliance is based on Table R402.1.1 with the following 1.0 1.0 ; modifications: Vertical fenestration U = 0.25 Wall R-21 plus R-4 ci Floor R-38 Basement wall R-21 int plus R-5 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by 15%. ; 1.5 Prescriptive compliance is based on Table R402.1.1 with the following 2.0 1.5 • modifications: Vertical fenestration U = 0.22 Ceiling and single -rafter or joist -vaulted R-49 advanced Wood frame wall R-21 int plus R-12 ci Floor R-38 Basement wall R-21 int plus R-12 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA : by 30%. CREDIT(S) OPTION DESCRIPTION -- • All Other Group R-2 : 1.6 Prescriptive compliance is based on Table R402.1.1 with the following 3.0 2.0 -; modifications: Vertical fenestration U = 0.18 Ceiling and single -rafter or joist -vaulted R-60 advanced Wood frame wall R-21 int plus R-16 ci Floor R-48 Basement wall R-21 int plus R-16 ci Slab on grade R-20 perimeter and under entire slab Below grade slab R-20 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by 40%. 1.7 Advanced framing and raised heel trusses or rafters 0.5 0.5 • Vertical Glazing U-0.28. : R-49 Advanced (U-0.020) as listed in Section Al02.2.1, Ceilings below a vented attic : and R-49 vaulted ceilings with full height of uncompressed insulation extending : over the wall top plate at the eaves. 2. AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION OPTIONS -� Only one option from Items 2.1 through 2.4 may be selected in this category. 2.1 Compliance based on R402.4.1.2: ^0.5 1.0 Reduce the tested air leakage to 3.0 air changes per hour maximum at 50 Pascals or , For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested air leakage to 0.3 cfm/ft2 maximum at 50 Pascals and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code or Section 403.8 of the ; Intemational Mechanical Code shaG be met with a high efficiency fan(s) (maximum 0.35 watts/cfm), not interlocked with the furnace fan (if present). ; Ventilation systems using a furnace including an ECM motor are allowed, : provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit, the building permit drawings shall specify the option being selected, the maximum tested building air leakage, and shall show the qualifying ventilation system and its control sequence of operation.. ------------------- �-.-._..- OPTION DESCRIPTION CREDIT(S) All Other Group R-2 2.2 Compliance based on Section R402.4.1.2: 1.0 1.5 Reduce the tested air leakage to 2.0 air changes per hour maximum at 50 Pascals or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested air leakage to 0.25 cfm/ft2 maximum at 50 Pascals and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.65. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 2.3 Compliance based on Section R402.4.1.2: - 1.5 2.0 Reduce the tested air leakage to 1.5 air changes per hour maximum at 50 1 Pascals or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested air leakage to 0.25 cfm/ft2 maximum at 50 Pascals and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.75. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. .' 2.4 Compliance based on Section R402.4.1.2: - 2.0 2-- 5 ; Reduce the tested air leakage to 0.6 air changes per hour maximum at 50 : Pascals : or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested air leakage to 0.15 cfm/ft2 maximum at 50 Pascals and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.80. Duct installation shall comply with Section R403.3.7. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air : leakage and shall show the heat recovery ventilation system. OPTION DESCRIPTION IL CREDIT(S) All Other -� Group R-2 3. HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS -- ---� Only one option from Items 3.1 through 3.6 may be selected in this category. f Energy Star rated (U.S. North) Gas or propane furnace with minimum 1.0 AFUE of 95% or Energy Star rated (U.S. North) Gas or propane boiler with minimum AFUE X Of 90%. 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. 3.28 Air -source centrally ducted heat pump with minimum HSPF of 9.5. 1.0 N/A 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. 3.38 Closed -loop ground source heat pump; with a minimum COP of 3.3 1.5 1.0 or , Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet and minimum COP of 3.6. 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. 3.4 Ductless mini -split heat pump system, zonal control: In homes where the 1.5 2.0 primary space heating system is zonal electric heating, a ductless mini -split heat pump system with a minimum HSPF of 10.0 shall be installed and provide heating to the largest zone of the housing unit. 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. 3.58 Air -source, centrally ducted heat pump with minimum HSPF of 11.0. - 1.5 N/A ; 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. 3.68 Ductless split system heat pumps with no electric resistance heating in the - 2.0 3.0 ; primary living areas. A ductless heat pump system with a minimum HSPF ; of 10 shall be sized and installed to provide heat to entire dwelling unit at : the design outdoor air temperature. To qualify to claim this credit, the building permit drawings shall specify the option being selected, the heated floor area calculation, the heating equipment type(s), the minimum equipment efficiency, and total installed : heat capacity (by equipment type). : CREDIT(S) • OPTION DESCRIPTION - All Other Group R-2 ; 4. HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM OPTIONS • 4.1 All supply and return ducts located in an unconditioned attic shall be 0.5 0.5 • deeply buried in ceiling insulation in accordance with Section R403.3.7. For mechanical equipment located outside the conditioned space, a maximum of 10 linear feet of return duct and 5 linear feet of supply duct ' connections to the equipment may be outside the deeply buried insulation. All metallic ducts located outside the conditioned space must have both transverse and longitudinal joints sealed with mastic. If flex ducts are used, they cannot contain splices. Duct leakage shall be limited to 3 cfm per 100 square feet of conditioned floor area. Air handler(s) shall be located within the conditioned space. : HVAC equipment and associated duct system(s) installation shall comply 1.0 N/A with the requirements of Section R403.3.7. Locating system components in conditioned crawl spaces is not permitted under this option. : Electric resistance heat and ductless heat pumps are not permitted under ; X this option. Direct combustion heating equipment with AFUE less than 80% is not permitted under this option. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ductwork. 5. EFFICIENT WATER HEATING OPTIONS - - ------------.-- -- �_ y Only one option from Items 5.2 through 5.6 may be selected in this category. Item 5.1 may be combined with any option. 5.1 A drain water heat recovery units) shall be installed, which captures waste 0.5 0- 6- :� water heat from all and only the showers, and has a minimum efficiency of 40% if installed for equal flow or a minimum efficiency o. 54% if installed : for unequal flow. Such units shall be rated in accordance with CSA B55.1 or IAPMO IGC 346-2017 and be so labeled. To qualify to claim this credit, the building permit drawings shall include a plumbing diagram that specifies the drain water heat recovery units and ' the plumbing layout needed to install it. Labels or other documentation shall be provided that demonstrates that the unit complies with the ; standard. 5.2 Water heating system shall include one of the following: 0.5 0.5 1 Energy Star rated gas or propane water heater with a minimum UEF of : 0.80. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency.-�- OPTION DESCRIPTION CREDITS)- ■ All Other - Group R 2 5.3 Water heating system shall include one of the following: 1.0 1.0 Energy Star rated gas or propane water heater with a minimum UEF of 0.91 r ' Solar we ating supplementing a minimum standa er heater. Solar water heats rovide a rated minim vings of 85 therms or 2000 kWh based on the atin ertification Corporation (SRCC) Annual Performance of OG-3 e ' ' 1 Solar Water Heating Systems or Water eated by ground source heat pump meets irements of Option 3.3. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and, for solar water heating systems, the calculation of the minimum energy savings. 5.4 Water heating system shall include one of the following: - - 1.5 2.0 Electric heat pump water heater meeting the standards for Tier I of NEEA's advanced water heating specification or For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier I of NEEA's advanced water heating specification, shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit, all hot water supply and recirculation piping shall be : insulated with R-8 minimum pipe insulation. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency. ; 5.5 Water heating system shall include one of the following: 2.0 2.5 Electric heat pump water heater meeting the standards for Tier III of t NEEA's advanced water heating specification or For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier III of NEEA's advanced water heating specification, shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit, all hot water supply and recirculation piping shall be ; insulated with R-8 minimum pipe insulation. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency. __ ------------ DESCRIPTION ; OPTION CREDITS) --- : All Other ----� Group R-2 5.6 Water heating system shall include one of the following: - 2.5 3.0 Electric heat pump water heater with a minimum UEF of 2.9 and utilizing a split system configuration with the air -to -refrigerant heat exchanger located outdoors. Equipment shall meet Section 4, requirements for all units, of the NEEA standard Advanced Water Heating Specification with the UEF noted above or For R-2 Occupancy, electric heat pump water heater(s), meeting the : standards for Tier III of NEEA's advanced water heating specification and : utilizing a split system configuration with the air -to -refrigerant heat exchanger located outdoors, shall supply domestic hot water to all, units. If one water heater is serving more than one dwelling uni�, all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe insulation. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency. 6. RENEWABLE ELECTRIC ENERGY OPTION , 6.1 For each 1200 kWh of electrical generation per housing unit provided 1.0 1.0 annually by on -site wind or solar equipment a 1.0 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: For solar electric systems, the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs or approved alternate by the code official. 9;cp r1 Documentation noting solar access shall be included on the plans. eneration projects designs shall document annual generation base in factor The wind turbin e; average an eed at the site; cy distribution of the wind speed at the site and heig To qualify to claim this credit, the building permit drawings shall specify the `. option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access, and ' include a calculation of the minimum annual energy power production. ------------- -- -- --- ---- -� -__ ^---� 7. APPLIANCE PACKAGE OPTION All of the following appliances shall be new and installed in the dwelling 0.5 unit and shall meet the following standards: Dishwasher - Energy Star rated Refrigerator (if provided) - Energy Star rated Washing machine - Energy Star rated Dryer - Energy Star rated, ventless dryer with a minimum CEF rating of X 5.2. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall show the appliance type and provide documentation of Energy Star compliance. At the time of inspection, all appliances shall be installed and connected to utilities. Dryer ducts and exterior dryer vent caps are not permitted to be installed in the dwelling unit. a. rnn anernauve nearing source sized at a maximum of 0.5 Watts/ftz (equivalent) of heated floor area or 500 Watts, whichever is bigger, may be installed in the dwelling unit. W ; REVISIONS BY ICY O O E. io CO W N 0ri O 0) M Q N ■ M rl N e- W RESUB Jun 28 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT •• 0 J a W O O W - Cn N E 0 � Cyo L) Date Scale Drawn Job Sheet Of Sheets 24 X" CLEWWNTO P L75X, 14k�� , 0 9— 7 1 t I C� 24 0,p >w t ___— zi _� {I +5 PCI; EMVD�NT € LUID PRESSURE - PSF SaL BEARING PRESWK o PSFSURD4ARGE 5 1/2 SACK C04M PER CUBIC YARD, 25'iia PSI mmmm CDWRESSIvE STRENGTH, MAXIrl M 6 GALU3NS WATER PER SACK GRADE 60 STEEL htJ- PROVIDE TEMPMMY WACiNGS AS REWD FRAMING PER PLAN UNTIL SLAB IS COMTRUCTED AND CURED, - GRAI LOCATION BY OTHERS WALL PER PLAN (P)-#4 CONT. @ TOP J� s 1:zAc44 1�,6,- 4' SLAB W / 3*CLR F 6X6 W1.4 X W1.4 WWF tr�iZ cif �E- G 3"i R t��—IAA L GN 'fir:. 3 CLR tt RE r "EEL IN 6*M HORIZ> BARS: PER SCHED. VERT. BARS& PER SCHED. FTG DOWELS W/ STD HOOK INTO FTG= SAME AS VERT BAR H SPACING PER SM. _ 410 FT-G DRAIN IN GRAVEL POCKET SOIL Reinforcement & Footing Schedule H Verttica# Reinforcement Ho&zontal Reinforcement Toe Width WallP4" Widthh#4 @ 16" o.c. #4 @10'o.c. 1`_OYe81f6'-0"#4 @ 16" o.c. #4 @ 10"o.c. 2'-6" 8" 8'-0" #4 @ 8" o.c. #4 @ 10" o.c. 4'-0" 8" 4" 10'-0" #5 @ 7" o.c. #4 @ 10" O.C. 5'-3" 8" 8° 12'-0" #5 @ , o.c. #4 @ 8" o.c. 61" % 10 1-0 At NEW- —a i Ti► +� y / f Scale: NTS = 1`0'- Section View A n 01 4 18" MINIMUM 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 3. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 4. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 1-1/2" FROM CORNERS & WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 5. ALL FASTENERS AND PENETRATORS TO PRESSURE TREATED MATERIAL TO BE ZMAX HOT -DIPPED GALV. OR STAINLESS STEEL OR MEET ASTM 153 REQUIREMENTS. 6. 1500 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN FIELD. 7. ALL WALLS SUPPORTING TWO FLOORS AND A ROOF TO BE 2X6 CONSTRUCTION. VVn s 4- S'f'RUC i t&,4 44vim a .-.. . _ `4 t a, . V FOOTING H ULE 18" DIA. (OR SQUARE) X 8" THICK CONC. FOOTING W/2 - #4 BARS EACH WAY. 18 POST & CONNECTION PER PLAN 24" DIA. (OR SQUARE) X 12" THICK CONC. FOOTING W/2 - #4 BARS EACH WAY. 24 POST & CONNECTION PER PLAN 30" DIA. (OR SQUARE) X 12" THICK CONC. FOOTING W/3 - #4 BARS EACH WAY. 30 POST & CONNECTION PER PLAN O136" DIA. (OR SQUARE) X 12" THICK CONC. FOOTING W/3 - #4 BARS EACH WAY, 36 POST & CONNECTION PER PLAN o o V ® E CL O W N 0 o Q N ■ 'qLO M C14 La Q N > d RESUB Jun 28 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT • • Is • Date KING STUD CONTINUOUS FROM BOTTOM TO TOP PLATES EACH SIDE OF OPENING, TYPICAL PANEL EE NAILI FULL HEIG SHEA17WA PER PLi SHEARWALL & HOEDOWN 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"x2Y2', 10d=0.148"x3", 12d=0.148"x3'/<", 16d=0.162"x3/2', 16d sinker=0.148"x3'/<". (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 sheathing must be APA rated. HOLDOWN SCHEDULE Date: 5/8/2021 Job #: 21-120 MARK HOLDOWN / STRAP *(1) FASTENERS TO (2)-STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS T-1 MSTC52 (24) - 16d sinkers to each connected element N/A wall-to-wall connection u.n.o. T-2 STHD14/14RJ (38)/(30)- 16d N/A SHEARWALL SCHEDULE Date: 5/8/2021 Job #: 21-120 MARK *(2) SHEATHING - APPLY TO 2x HF STUDS @ 16"o/c U.N.O. BELOW *(9) SHEATHING EDGE NAILS *(5) ALL EDGES BLOCKED (do not penetrate past flush) BASE PLATE NAILS *(5) ROOF TO TOP PLATE, FLOOR TO TOP PLATE & SILL PLATE *(6) SILL PLATE ANCHORS w/ 3" x 3" x 1/4" WASHERS *(8) SW-1 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 20 " o/c 5/8" Ox10" AB's @ 48 " o/c SW-2 7/16" OSB *(7) 8d @ 3" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 20 " o/c 5/8"Ox10" AB's @ 48 " o/c SW-3 7/16" OSB *(7) 8d @ 3" o/c (12" o/c field) 16d @ 4 " o/c A35 @ 12 " o/c 5/8" Ox10" AB's @ 32 " o/c LSTA30 W/ (22)-10cl CENTER @ EDGE HEADER PER PLAN OF OPENING, TYPICAL .r GE 46 IT i E WINDOW OPENING HOEDOWN HOEDOWN PER PLAN PER PLAN SHEARWALL AROUND OPENING CONSTRUCTION Scale: NTS = 1'-0' Etevation View 002 GLAZING SCHEDULE Residence for Lot 4 ROOM 1# OF WND WND. W. WND. H. MANUF. FRAME TYPE WDW. TYPE MODE NO. AIR 1GASILO-T-VAL�_ GAP AREA S.F. LOWER FLOOR. exercise 1 6.00 5.00 CASCADE vinyl slider C9100 1/2" air yes 0.28 30.00 8.400 bathroom 5 1 2.00 4.00 CASCADE vinyl case 9300 1/2" air yes 0.27 8.00 2.160 bedroom 5 1 3.00 5.00 CASCADE vinyl fixed 9501 1/2" air yes 0.27 15.00 4.050 bedroom 5 2 3.00 5.00 CASCADE vinyl case 9300 1/2" air yes 0.27 30.00 8.100 rec room 1 6.00 7.00 CASCADE vinyl s.g.d. 9700 1/2" air yes 0.27 42.00 11.340 rec roam 1 21 6.001 4.00 CASCADE vinyl slider C9100 1/2" lair 1yeLL0.281 48.00 13.440 rec room 1 11 6,001 5.00 CASCADE vinyl slider C9100 1/2" lair 1yes I 0.28 30.00 8.400 entry 1 2.50 6.00 CASCADE vinyl fixed 9501 1/2" air yes 0.27 15.00 4.050 powder 1 2,00 3.00 CASCADE vinyl case 9300 1/2" air yes 0.27 6.00 1.620 office 1 6.00 5.00 CASCADE vinyl glider C9100 1/2" air yes 0.28 30.00 8.400 office 2 3.00 2.00 CASCADE ainyl fixed 9501 1/2" air yes 0.27 12.00 3.240 office 2 3.00 5.00 CASCADE vinyl fixed 9501 1/2" air yes 0.27 30.00 8.100 office 1 3.00 5.00 CASCADE vinyl case 9300 1/2" air yes 0.27 15.00 4.050 office 3 3.00 2.00 CASCADE vinyl fixed 9501 1/2" air yes 0.27 18.00 4.860 great room 2 3.00 5.00 CASCADE vinyl case 9300 1/2" air yes 0.27 30.00 8.100 great room 2 3.00 5.00 CASCADE vinyl fixed 9501 1/2" air yes 0.27 30.00 8.100 great room 4 3.00 2.00 CASCADE vinyl fixed 9501 1/2" air yes O.281 24.00 6.720 family 2 3.00 5.00 CASCADE vinyl case 9300 1/2" air 1yes 0,27 30.00 8.100 family 4 3.00 5.00 CASCADE vinyl fixed 9501 1/2" air yes 0.27 60.00 16.200 family 1 6.00 5.00 CASCADE vinyl slider C9100 1/2" air yes 0.28 30.00 8.400 rook 2 3.00 5.00 CASCADE vinyl case 9300 1/2" air yes 0.27 30.00 8.-100 nook 1 3.00 5.00 CASCADE I vinyl Ifixed 1 9501 1/2" air yes 0.27 15.00 4.050 kitchen 1 6.00 3.50 CASCADE Ivinyl Islider IC9100 112" air yes 1 0,281 21.00 5.880 BL. 2x6 BLOCKIW Ut't tK rL start ETWEEN STUDS rYPICAL) entry 1 6.00 3.00 CASCADE vinyl fixed 9501 1/2" air yes 0.27 18.00 4.860 stair 1 2.00 3.00 CASCADE vinyl fixed 9501 1/2" air yes 0.27 6.00 1.620 master bed 1 3.00 5.00 CASCADE vinyl fixed 9501 1/2" air yes 0.27 15.00 4.050 master bed 2 3.00 5.00 CASCADE vinyl case 9300 1/2" air yes 0.27 30.00 8.100 master bath 1 6.00 5.00 CASCADE vinyl fixad 9501 1/2" air yes 0.27 30.00 8.100 master bath 1 3.00 5.00 CASCADE vinyl case 9300 1/2" air yes 0.27 15.00 4,050 master bath 1 2.00 3.00 CASCADE vinyl case 9300 1/2" air yes 0.27 6.00 1.620 bedroom 2 2 3.00 5.00 CASCADE vinyl fixed 9501 1/2" air yes 0.27 30.00 8.100 bedroom 2 2 3.00 5.00 CASCADE vinyl case 9300 1/2" air yes 0.27 30.00 8.100 bath 2 1 2,00 3.00 CASCADE vinyl case 9300 1/2" air yes 0.27 6.00 1.620 bath 3 1 2.00 3.00 CASCADE vinyl case 9300 1/2" air yes 0.271 6.00 1.620 bedroom 3 2 3.00 5.00 CASCADE vinyl case 9300 1/2" air yes 0.27 30.00 8.100 bedroom 3 2 3.00 5.00 CASCADE vinyl fixed 9501 1/2" air yes 0.27 30.00 8.100 laundry 3.00 CASCADE vinyl slider C9100 1/2" air yes 0.28 12.00 3.360 bedroom 4 5.00 CASCADE vinyl fixed 9501 1/2" air yes 0.27 30.00 8.100 bedroom 4J L13, 5.00 CASCADE vinyl case 9300 1/2" air yes 0.27 15.00 4.050 bedroom 4 3.00 CASCADE vinyl ease 9300 1/2" air yes 1 0.271 9.00 2.430 to- .21 GLAZING TOTAL: 917.00 249.84 DOORS WITH MORE THAN 60% GLASS DOORS WITH MORE THAN 50% GLASS -TOTAL: AVG. U-VALUE (VERTICAL GLASS): 0.272 AREA UA 917.001 249.84 TOTAL 1 TOTAL 2 GLAZING % = TOTAL 1 = 917.00 S.F. = 0.17 = 17.22% HEATED AREA 5325.00 S.F. AVG. U-VALUE= UA TOTAL (TOT. 2) = 249.84 UA = 0.272 U-VALUE AREA TOTAL (TOT. 1) 917.00 A * THESE WINDOWS TO HAVE FRESH AIR PORTS CONTRIBUTING TO WHOLE HOUSE VENTILATION. CA, 1t b".0 J 1°-0, e \ 4" 0 - I= 22 �&4% 0..0 5RO I" 10 cI `.j N, REVISIONS BY `~ E O O E o� om W04 N CO O a to Q N It el• 04 > d' � W �-' RESUB Jun 28 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT qe 0 0 0 O-am W _ Eco *a Cn N O M � N 0CrO � O � t` V Date Scale Drawn Job Sheet Of Sheets K 3@ CLEARPRINTO ?A X 36 , C6,k.AAIPR►NTO l [IV t:;G>•v itp(lo , _ l ( � -ri i Sep }1 iy///�� Gay- t r�/_ g / r� �j �`{g /��^� d) � ,n p X/ i I leo ! S"O. tom" c 11 e 1t 1 J f �;56p �' i [ a oaf,.-, —i LL F t 'K P f� t 4 %a (y If a,G i I I � Tit _1 ,.3 luez> fe r i I l (,,/ cl � t{ llll� TJ I C"' it��10p, T'J I c� Nb 4tA r� ILL N r I Ti l ��v l� �sU _ I I . � M '01111111111 o m o U Q o� W N oc0 O Q N N; v- W -- RESUB Jun 28 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT d' O J Q oE Eo o -0 = WE CIO 0 3: — *av CIO Alma s a� .� OC � o E N O 00 Cf O � Date Scale Drawn Job Sheet Of Sheets 24 X 26 CI.EARPRINTO 0 v v V h tL � l 4f;, Ot'1 DL6eA "a.. 0 _ IL X 7� tL Q J i�I V M� r _ M M r'z �11 (1 4 ZLCIII t � AREA SUMMARY UPPER FLOOR: 1789 S.F. MAIN FLOOR: 1581 S.F. LOWER FLOOR: 1955 S.F. TOTAL: 6325 S.F. GARAGE: 462 S.F. PORCH & DECKS: 51 S.F. GLAZING SUMMARY WINDOWS: 917.00 S.F. DOORS W/ >50% GLAZING: 0.00 S.F. SKYLIGHTS: 0.00 S.F. TOTAL: 917.00 S.F. GLAZING %: 17.22 % wdw sf / fir sf.(%) VENTILATION SCHEDULE SEE 2018 WASHINGTON STATE INDOOR AIR QUALITY CODE Symbol Manufacturer, Model Number, or Equal. 'Nutone' QT 130 1.0 Sones 102 cfm @ .25 WG. 1 130 cfm .10 WG. 'Nutone' QT 80 1.0 Sones 63 cfm @ .25 WG. 2 80 f:fm @ .10 WG. Notes: * Use QT 130 (100 cfm min.) @ all kitchen fan. * Use QT 80 (50 cfm min.) @ all other locations. * All Fans to Vent to Outside 36" from Openings. * All Other Requirements of 2018 W.S.E.C./ VAIQ must be met. I 4 v F I X E,LIA 54-1 mo IW 45- A,& w FLOOR PLAN NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & SITE CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS & HEADERS < 6-0" TO BE 4X10 DF#2, U.N.O. 3. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4. PROVIDE FIREBLOCKING @ ALL PLUMBING PENETRATIONS. 5. WINDOWS & DOORS ARE SHOWN & NOTED AS NOMINAL SIZES. 6. WINDOW HEADERS @ T-0" ABOVE -6LL _F4f&j?�6_t a- s ©. 7. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 8. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.C. 9. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 1-1/2" FROM CORNERS & WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 10. ❑ INDICATES A POINT LOAD SUPPORTED BY (2) STUDS MIN., U.N.O. 11. SMOKE DETECTORS TO BE 110V, INTERCONNECTED, W/ BATTERY BACKUP & CENTRALLY LOCATED IN EACH HABITABLE ROOM & AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24". 12. CARBON MONOXIDE DETECTORS TO BE LOCATED ON EACH FLOOR AND NEAR BUT OUTSIDE OF ALL BEDROOMS. 1 41u 4q r 83I i -212TH STREET S.W. EDMONNDS, WA 98026 (425) 778-2793 S'�RUC.T1J AL, REVIEW TFIIS DRr:1Vii`dt; €?+; i i '_'i kcir#I;i''FD PDR STRUM.?RAL RE QUI.mm; ,4TS ONI- I T-f,- TFM ATTACM) LETTER ANi> OR CALC F �I Aj,j0NSo BY: JOB DAM, ' VOID 1r N(T UMT SIGNED REVISIONS BY ICY, p V - E 00 N o0 0 o CO � �aN N > d' LU ... RESUB Jun 28 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 Q w OE O 0 W— 0 N 0 C r. V Date Scale Drawn Job Sheet Of Sheets axw CLEARPRIUre 2-F r 171 Y sr MAE i 1 i i f7i J 1 jb I I 1 I 1 1 t j t I I i l -q'1117 Ily r. I I � � p� I ,`bi 1E _ _� J_ J_ 1L __ A- JL 1L JL 1 _ _ A r it It irir IT�Ir -11 -- C 1- Irt IF 67AV� WOOF 3 a . E i Tj l�l ROOF FRAMING NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS & HEADERS UP TO 6'-0" SPAN TO BE 4X10 DF#2 @ ALL EXTERIOR WALLS, U.N.O. 3. PROVIDE VENT BLOCKING OVER SUPPORTS. 4. ALL RAFTERS AND TRUSSES TO BE CONNECTED TO BEARING WALLS AND MEMBERS WITH SIMPSON A-35 OR H-1 TIES. 5. ALL TRUSSES: - SHALL CARRY MANUFACTURER'S STAMP - SHALL BE INSTALLED & BRACED TO MANUFACTURER'S SPECIFICATIONS - SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION - SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS ROOF VENTILATION Stick Framed Roof Assembly: Upper Floor Roof Area: 1955 sf Ventilation Required: 1955 sf. / 150 = 1876.8 si. Req'd Provide 1/2 Ventilation at Eaves, 1/2 above Midpoint/ 12" below Ridge 2" Continuous Soffit Vent: 24.0 si./ If - 25% reduction = 18.00 si / If. Eave Ventilation Req'd = 1876.8 si. / 2 / si, per If. = 52.13 If. Provide : 53.0 If. 2"(min) Cont. Soffit. Ventilation = 954 si. Ventilation Provided = 954 si. is Greater than 938.4 si. Req'd Top of Parapet Venting 2" Continuous Soffit Vent: 24.0 si./ If - 25% reduction = 18.00 si / If. Eave Ventilation Req'd = 1876.8 si. / 2 / si. per If. = 52.13 If. Provide : 53.0 If. 2"(min) Cont. Soffit. Ventilation = 954 si. Ventilation Provided = 954 si. is Greater than 469.2 si. Req'd Use : 53 If. 2"(min) Cont. Soffit. Ventilation = 954.00 si. Use : 53 If. 2"(min) Cont. Soffit. Ventilation = 954.00 si. Total Ventilation Provided = 1908.00 si. IS GREATER THAN : 1876.8 si. Req'd �J 40 ro r to RESUB Jun 28 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I Drawn Job Sheet Of Sheets 1 REVISIONS I BY )14- L' ux38 ELEVATION NOTES: 1. VERIFY SHEAR WALL NAILING & HOLDOWNS PER PLAN & SCHEDULE PRIOR TO INSTALLING SIDING. 2. CAULK ALL EXTERIOR JOINTS & PENETRATIONS. 3. PROVIDE WEATHER STRIPPING & FLASHING AT ALL DOORS & WINDOWS 4. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING & COUNTERFLASHING @ ALL ROOF PENETRATIONS, CHIMNEYS, & SKYLIGHTS. 5. PROVIDE CONTINUOUS GUTTERS & DOWNSPOUTS @ ALL EAVES, TYP. t'^ T: to IZw : *�1 0 I ,r-v APPROVED BY PLANNING 11/7/2022 T E o ea e� E 00 cu CL � W Nc�o co') s Q N s CO LO ® N > V r W v RESUB Jun 28 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 J Q i O � E 0 -0 W - i cn cn L O tQ�E N O O y O � ti V Date Scale Drawn Job Sheet Of Sheets