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APPROVED PLN BLD2022-0381+Architectural_Plan+3.27.2022_11.58.45_AM+2763663Rimmer Residence Ener Code Table 406.2 & 406.3 Fuel Normalization & Energy Efficiency System / Tbl Option Description of Credits Utilized Credits For an initial heating system using a heat pump that meets federal 406.2 2 standards for the equipment listed in Table C403.3.2(1)C or 1.0 C403.3.2(2) Prescriptive compliance is based on Table R402.1.1 with the 406.3 1.3 following modifications: Vertical fenestration U = 0.28 Floor R-38 0.5 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab Air -source, centrally ducted heat pump with minimum HSPF of 11.0. 406.3 3.5 To qualify to claim this credit, the building permit drawings shall 1.5 specify the option being selected and hall specify the heating equipment type and the minimum equipment efficiency I 406.3 4.2 HVAC equipment and associated duct system(s) installation shall 1.0 comply with the requirements of Section R403.3.7 Water heating system shall include: 406.3 5.5 Electric heat pump water heater meeting the standards for Tier III of 2.0 NEEA's advanced water heating specification a Total points utilized 6.0 - f Heating source to be electric heat pump with natural gas augmentation. Component requirements per Table R402.1.1 shown on drawings Description R Value Fenestration U factor 0.28 Ceiling/Truss Roof R value 49 Ceiling/Joist Roof at deck level R value 38 Wood frame wall, exterior R value 21 _ Floor over unconditioned crawl space R value 38 Slab 10 - Building Code: All applicable codes and authorities having jurisdiction shall be followed 2018 International Residential code with Washington State amendments when applicable 2018 International Mechanical Code with Washington State amendments WAC 51-52 2018 Uniform Plumbing Code with Washington State amendments, WAC 51-54A 2018 International Fire Code width Washington State amendments, WAC 51-54A 2018 Washington State energy code residential provisions WAC 51-11 R Construction type VB Occupancy group R3 single family residence Sprinkled construction NFPA 13D Vicini Map D < Alder St ©Better Living Retreat D N Walnut St Walnut St Zr D 919 Cedar St, N Edmonds, WA 98020 Alder St Cedar St ,o m � j < to Spruce Crawl Space Vent Calcs Foundation Vent Calc's (IRC R408) Quantity Unit Crawl Space Area 1,179 sf Vent Area required, (1 sf vent for 1,500 sf crawl space)* 0.8 sf Vent Area Provided Number of crawl space vents provided 3 sf Foundation vents at 0.69 sf per vent 1.38 sf Total area provided 2.1 sf * IRC R408.1 venitlation: Class 1 vapor retarder permits vent area to be at least (1) sf for each 1,500 sf of under floor space Attic Vent Calcs Attic Space Ventilation IBC 1202.2.1 Required Ventilation, Min required ventilation 1/150 sf IRC R806.2 Area Unit Roof area to be vented 1,922 sf Required vent area 13 sf Eve Venting: LF of perimeter venting 181 If Vent area per LF 19 si Perimeter vent area provided 3,399 si 18.8 si per If Total vent area provided 24 sf City of Edmonds Code Criteria: IRC TbI tru tural for a Climatic and Geographic Design Criteria, is amended with the following criteria, Project Team See structural for additional criteria specific structural issues: 1. Ground Snow Load = 25 psf non -reducible; Roof Snow Load = 25psf non -reducible 2. Wind Speed(d) = Allowable, per 2018 IBC = 76 mph; Ultimate = 98 mph 3. Topographical effects(k) = No Owner: 4. Seismic Design Category(f) = D1 Nathan Rimmer 5. Weathering(a) = moderate 356 NW 89th Street, 6. Frost Line Depth(b) = 18 inches for primary structures; 12 inches for porches and decks Seattle, WA 98117 7. Termite(c) = slight to moderate 206.909.1653 8. Winter Design Temp(e) = 27 degrees F nathanr@pistolcreek.com 9. Flood Hazard(g) = NFIP adoption 8/8/78. Date of FIS 6/19/20 FIRM maps 6/19/20 10. Ice Shield Underlayment(h) = not required Architect: 11. Air Freezing Index(i) = 175 AD Shapiro Architects, PS 12. Mean Annual Tempo) = 50 degrees F Tony Shapiro, NCARB Principal PO Box 0054 Edmonds, WA 98020-0054 Fire Blocking Note: 425.778.5400 Provide 2" X fire blocking at all concealed spaces of stud walls and partitions including furring spaces at Tonys@adshapiro.com ceiling line and floor levels or the maximum of 10 foot intervals both vertical and horizontal framing members. Civil Engineer: Exterior Decks: Caleb Slater All Exterior Steps to have maximum rise of 7 %" and minimum tread width of 10". Provide railings for all Latitude 48 Engineers decks porches exceeding 30" above finish grade. 600 1 st Avenue Carbon Monoxide alarms Seattle, WA 98104 All carbon monoxide detectors shown on the plan with symbol SC to the right shall be installed per 509 595 0164 2018 IRC section R314 refer to full code for all requirements. All detectors to be labeled in accordance Caleb@Latitude-48.com with UL 2034 for single station alarms. Tub Insulation: General Contractor: Vapor barrier on insulation installed behind bathtubs or other such areas. Where the backing of the Jacob Young insulation does not press against the back of the gypsum wallboard or other covering, must be Collarborative unbacked or have a backing with a flame spread rating not to exceed 25 and a smoke density rating not 10 Dravus Street to exceed 450. If unbacked insulation is used, a moisture barrier must be installed with the same flame Seattle, WA 98109 spread and smoke density rating stated above. 206 853 8055 Egress Notes (IRC R310): jyoung@collaborativeco.com All windows labeled as egress on plan must meet the minimum requirements for egress windows. Egress windows shall have a minimum net clear opening area of 5.7 SF. The minimum net clear Comcast Structural Engineer: Smith Company Structural Engineers Brian West, PE 19011 Woodinville Snohomish Rd NE, Suite 100 Woodinville, WA 98072 206 407 6456 Brian.West@smithcompanystructuralengineers.com Geotechnical: Cobalt Geosciences, LLC Phil Haberman, PE PO Box 82243 Kenmore, WA 98028 206 331 1097 cobaltgeo@gmail.com Surveyor: David Evans and Associates, Inc 1620 W. Marine View Drive, Suite 200 Everett, WA 98201 360 739 9853 GJLA@DEAinc.com Aborist Layton Tree Consulting, LLC Bob Layton PO Box 572 Snohomish, WA 98291-0572 bob@laytontreeconsulting.com 919CedarSt, Edmonds, WA 98020 Site/Parcel Data. Leaal DescriD. Scope of Work III'1'•>�iI�x�Lif;'IrIrZ[�Z�>rL� Legal description: Construct new single-family residence, with slab on grade garage, wood platform Lots 7 and 8, block 1, albert b, lord's grand view addition to the town of Edmonds, according to the plat construction, with two stories above grade. Attached garage to be set 2' lower than the thereof recorded in volume 7 of plats, page 45, in Snohomish County, Washington; Except that portion of first floor housing level. lot 9 lying west of a line which is parallel with and 60 feet east of the west line of lot 7 of said block 1; Minimize impact to existing signifigant cedar tree by keeping excavation away from the southern portion of the site, and setting underground utilities along the west PL. Together with that portion of lot 9 of said block 1, Lying west of a line which is parallel with and 60 feet east of the west line of said lot 7; Together with that portion of adjoining property lying south of that certain line of occupation agreed upon per agreement dated dec. 16, 1987 under Recording number 8712189124 and shown as "proposed boundary line agreement of record of survey filed in volume 24 of surveys on page 181, records of said County" and lying between the northerly extension of the lateral boundaries described above. Containing 6,139 square feet. Created by boundary line adjustment recorded under auditors file number 2010011301424 Zone RS-6 Corner Setbacks: Required Front S�_ _ Sides W/E - 5/5 Rear N 15 Other 25 Height _ Flag Proposed 20 10/5 Project maxes out 35% lot coverage. APPROVED BY PLANNING -1l641110� Mar 28 2024 - - 300.0 305.9 I v- ow a CO Q ow w ow o 0 New ultra block wall, not to exceed o a o V Existing conc sidewalk to be more than 3' above existing / removed, 120 sf adjacent grade, see civil Infiltration trench z system, see civil E o o Set grid 1 perpendicular to grid b �6�w A, and 30' south of the North F E D C nB /� m /' PL at grid A CB II Exist fence on adj property 5'-0" NW 301.2 � Heat pump equipment mounted to conc housekeeping pad 303.0 ow opening height shall be 24". The minimum net clear opening width shall be 20". All windows labeled as John Warrick Trench drain, see civil egress shall have an opening height of not more than 44" above finished floor levels per IRC 310.1 425 757 1794 / Tempered Glazing Note: john-warrick@comcast.com Windows labeled tempered shall comply with IRC 2018 for manufactured label designating the type and Termination of existing conc 304.4 thickness of glass and safety glazing standard with which it compiles and shall be visible on the final sidewalk installation. �e j City Of Edmonds Building Department Work NW SFR Address 919 CEDAR ST Owner RIMMER Approved Date 5/20/2022 Building Official W. W v&LaAc Permit Number BLD2022-0381 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES �Elec meter' Gas meter P co Existing CB in street, datum � point Rim el: 299.98, see survey- see� civil for new water meter location -W SS pproximate edge of existing SS street paving I Existing graveled driveway to be deleted, and portion to become new paved driveway °' - - - - - - - - _ /I - - -CL Cedar Street Existing OHP pole I c� 44'-11 1 /2" 23'-1 1 /2" 21'-10" - o-.o�1 306.4 NE I Align east wall of house with grid A 2 /which is set 5' off of east PL l �C:5 Roof plate: 32T-4" £ Upper floor elevation: 318'-2" Lower floor elevation: 30 '-8" Garage elevation: 306'-9 1/2" I 3 I g� Bldg footprin / 2,145 sf I SE / Modify/delete portion of existing / ! side sewer around corner of new I I house, see civil for rerouting line SS / around new construction and new Icor nection 4 side sewer feed into house I as Porch roof U 5 Entry porch roof 6 See civil for new conc CB Walkway to porch 84 sf driveway and it's link with S S / 308.5 SE existing paving to Cedar St / Portion of existing conc driveway to be removed, 575 sf a o N a� CO 20'-7" width of i �� / / Assumed 40' diameter tree canopy, refer to arborist new conc driveway see civil report for construction impact a -\ 309.0 Existing driveway to adjacent a _Q °.' P° t residence to main I \1 Existing significant cedar tree, to remain see arborist report for I cal, retentition criteria, refer to - - - W - N 0 - Of I - civil sht C-200 which calls out - - - - - - - -W tree protection at tree dripline. - - - - SS SS manhole approx 165' east of east P� i Ss SS o mow mow 1-w � � � � � �' d` d o 0 ■�■�■�■�■�■�■�■�■�■�■�■ See civil for utility !THIS SPECIAL INSPECTION REPORT(S) REQUIURED F R connection points, typical PROJECT: ■- - _ - Gas_ Gas ■ Monitor and test structural fill placement and soil compaction i ■ Observe bearing capacity at foundation locations ■ Observe slab -on -grade preparation ■ ■ Verify infiltration system placement ■ Monitor foundation drainage placement Observe excavation stability n Site Plan 1 of= 10'-0" / Existing fire hydrant approx 100' east of the east PL on the North CL Cedar Street side of the street - I -- ---- -Gas- - - - - - -- - Gas- i J Site & Bldg Height Calc's Site Calculations Zoning RS-6 Maximum Building Height 25' Setabacks Street 20' Side 5' Rear 15' Site Area Calculations Description Area Unit Site Area 6,139 sf Percent of Site Area _ 100% Proposed Construction House Footprint 2,145 sf 34.94% Deck, included in hse footprint 0 sf 0% Driveway 687 sf 11 % Walkway 84 sf 1% Proposed impervious area _ Roof area _ Driveway Walkway 2,187 sf 36% 687 sf 11 % 88 sf 1% Deck 198 sf 3% = Total 3,160 sf 51 % Floor Area completed construction Garage 696 sf 11 % Main floor heated area 1,201 sf 20% Upper floor heated area 1,889 sf 31 % Upper floor deck area 198 sf 3% Overall heated floor area 3,090 sf 50% Overall total area 3,984 sf 65% Building Height Calculations Corner elev Northwest 301.2 ft Northeast 306.4 ft Southwest 302.9 ft Southeast 308.5 ft Total 1,219.0 ft Average grade 304.8 ft Max allowable building height 25.0 ft Max allowable building elevation Entry Elevation Height of highest parapet 25.0 ft Proposed building height Site survey Datum 299.98 ft Sheet Index Architectural A001 Cover Sheet A002 Site Plan, Code & General Notes A101 Garage and Main Floor Plans Al02 Upper Floor, Roof Plans A301 North, South, East and West Building Elevations A302 Building & Stair Sections, Enlarged Plan, Wall/Deck Section Structural Engineering S100 General Structural Notes S101 Axonometric Views S200 Foundation and Main Floor Framing Plans S201 Upper Floor and Roof Framing Plan S202 Exterior Wall Elevations S300 Concrete & Foundation Details S301 Foundation Details S600 Typical Wood Wall and Shear Wall Framing S601 Wood Details S602 Wood Details Site Survey 1 Site Survey Civil Engineering C-100 TESC Plan C-101 TESC Details C-200 Civil Slte Plan C-210 Civil Notes C-220 Civil Site Details C-221 Civil Site Details and Notes C-300 Civil Grading Plan View from SE 12" = 1'-0" Early Conceptual Sketch �l{tttltltl� - o 0 L111 '0 oo I_ c N � � � p O z Q N Z 0 w U o U �a � w o `� o m o a� 6 N o N Z 00 < 0 �) M o Q > ■ ♦^ Cn w nV,, W 0 rn Cn w _0 T_ c Cn O = E C7 L W-0 _J a W Yl/ Cn }� �^ VJ U w ~ L � Q E 0 2� Ft(D UIt- o a o � x o m a_ 0 o A_+ SHEET TITLE Cover Sheet RECEIVED Apr 05 2022 CITY OF EDMONDS n \ DEVELOPMENT SERVICES W DEPARTMENT Q L SCALE: CHECKED BY: O As indicated - 4- DATE: PROJ. No: 03/25/22 12647-00 SHEET No: General Contractor Notes: 1. All constriction to comply with the 2018 International Residential Code and all amendments to said code, including WAC SI-40 barrier -free regulations and current edition of the Washington State Energy Code, the International Electrical Code, International Mechanical Code and International Fire Code, Federal Glazing Standards. Americans with Disabilities Act. 2. All work shall be governed by and shall be conducted in accordance with American of Institute of Architects document A201, general conditions of the contract for construction, current edition, only to the extent provided in the agreement between owner and architect and the contract documents. 3. The contractor shall carefully study and compare the contract documents with each other and with information supplied by the owner and shall at once report to the architect any errors, inconsistencies or omissions suspected or assumed prior to constructing any work. 4. The contractor shall, be responsible for inspection of portions of the work already preformed under this contract to determine that such portions are in proper condition to receive subsequent work 5. Do not scale the drawings - consult architect for any required dimensional clarification, contractor shall carefully review the dimensions indicated on the drawings as well as field conditions and shall notify the architect immediately of any conflicts or problems, prior to constructing any work. 6. Field verify all conditions and dimensions prior to commencement and prior to ordering materials for of each portion of the work. 7. Dimensions are to the building grid lines or to the face of studs or masonry, or concrete unless otherwise noted. 8. Glazing system dimensions are to center of mullion unless otherwise noted. 'Contractor to field verify as -built rough openings prior to ordering windows. 9. Floor line dimensions are to top of subfloor in wood framed construction or to top of concrete slab elsewhere. 10. The contract documents are complementary and what is required by one shall discipline are to be as binding as if required by all the contract documents include the specifications. The contractor shall coordinate all portions as described in the contract documents. Notify the architect for resolution of all discrepancies prior to construction of each assembly. 11. In case of conflict, the documents shall be governed by the following hierarchy of authority: specifications govern over drawings, structural governs over architectural in matters or structural design. Manufacturer's specifications and requirements govern over the documents, building code requirements govern over all other requirements. Contractor shall study the documents carefully and shall consult the architect regarding any conflicts suspected or assumed between the requirements of the various documents. 12. The general contractor to coordinate sizes and locations of floor and wall openings, penetrations and sleeve locations for all work prior to constriction, including but not limited to mechanical and electrical work. 13. Plumbing, fire protection, HVAC and all electrical systems are to bidder -designed system. Obtain separate constriction permits as requited for each system. The general contractor to coordinate design and installation of these bidder -designed systems. 14. The general contractor shall install all waterproofing elements of the building envelope complete with all required weather barriers, flashings, sealants, waterproof membranes, roofing membrane and exterior sidings in accordance with building code, industry standards, manufacturer specifications and the requirements of the owner's building envelope consultant. Install all sealants, materials and systems in precise conformance to manufacturer's specifications and requirements. Install flashings in precise conformance to SMACNA or as directed by owner's building envelope consultant 15. Fire extinguishers, standpipes and connections to be installed at locations acceptable to the local building inspection jurisdiction and fire department. 16. Doors and cased openings indicated adjacent to wall intersections shall be located with the edge of finished openings a minimum of 4" inches from adjacent wall unless otherwise noted. 17. Install acoustical and thermal barriers and fire rated sealant in exact accordance with the international building code, per the documented and fire tested wall, floor/ceiling, roof or wall assembly, and in precise accordance with manufacturer's specifications and requirements. Acoustical barriers and assemblies shall be installed as directed by the owners acoustical consultant. Note that all penetrations through fire rated assemblies are to be fire stopped with approved through penetration fire stop assemblies with the same rating as the assembly affected. 18. The architect will have authority to act on behalf of the owner only to the extent provided in the agreement between owner and architect and the contract documents. In matters where the architect was not been engaged by the owner to conduct construction administration duties, the owner shall fulfill the role of the architect and shall be responsible for ensuring faithful performance of the contractor in accordance with the documents. 19. The architect will not be required to make exhaustive or continuous on site inspections to check dimensions, quality or quantity of the work 20. The architect will not wave control over or charge of, and will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. These duties belong exclusively to the contractor 21. All joist penetrations shall be solved by both the structural engineer and the truss manufacturer. Buildina Note S: Tub Insulation: Vapor barrier on insulation installed behind bathtubs or other such areas. Where the backing of the insulation does not press against the back of the gypsum wallboard or other covering, must be unbacked or have a backing with a flame spread rating not to exceed 25 and a smoke density rating not to exceed 450. If unbacked insulation is used, a moisture barrier must be installed with the same flame spread and smoke density rating stated above. Egress Notes: All windows labeled as egress on plan must meet the minimum requirements for egress windows. Egress windows shall have a minimum net clear opening area of 5.7 SF. The minimum net clear opening height shall be 24". The minimum net clear opening width shall be 20" height times the width shall not be less than 5.7 sf. All windows labeled as egress shall have an opening height of not more than 44" above finished floor levels when measured from the bottom of the clear opening per IRC 310.1 Tempered Glazing Note: Windows labeled tempered shall comply with the current version of the WSBCC requirements, for manufactured label designating the type and thickness of glass and safety glazing standard with which it compiles and shall be visible on the final installation. Fire Blocking Note Provide 2x fireblocking at all concealed space of stud walls and partition including furred spaces, at the ceiling and floor levels and at 10' maximum intervals both vertical and horizontal. Shower notes All shower receptors shall be tested for water tightness by filling with water to the level of the rough threshold. The test plug shall be so placed that both upper and under sides of the sub pan shall be subjected to the test at the point Where it is clamped to the drain. Gypsum shall not be used as a base for the tile wall panels for tub shower or water closet compartment walls; cementitious based board shall be used. Type X gypsum board shall not be used in the following areas over a vapor retarder in areas subject to continuous high humidity such as saunas steam rooms or gang showrooms on ceilings or frame spacing exceeds to 12 inches OC Smoke Detector Note All smoke detectors shown on the documents to be installed per IRC. 2018 R314. All detectors to be labeled in accordance with UL 217. All detectors shall receive their primary power from the building wiring and will be equipped with battery backup when the primary power is interrupted Where multiple detectors are shown on the plan the devices shall be interconnected in such a manner that the activation of one alarm activate all of the alarms in the residence including the ADU. Ventilation Notes All house ventilation systems to comply with IRC 2018 chapter 15 requirements Carbon Monoxide Alarms all carbon monoxide detectors shall be installed per IRC 2018 section R 315 refer to full code for all requirements All detectors to be labeled in accordance with UL 2034 for single station alarms Garage Note Garage shall be separated from the residence and its attic area by not less than one half inch type X gypsum board applied on the garage side garages beneath habitable rooms shall be separated from all habitable rooms above b not less than five eighths inch type X sum board or Y 9 Yp gypsum equivalent where the separation is a floor ceiling assembly the structure supporting the separation shall also be protected by not less than one half inch type x gypsum board or equivalent Dryer Venting All clothes dryers shown shall be installed and exhausted in accordance with IRC 2018 section M15.02 and the manufacturer's instructions. Unless specified by the manufacturer IRC Section M1502.4. 4.2 the maximum length of dryer venting shall be per IRC Section M1502.4.4.1 which allows a total length of 35 feet with a reduction for each dryer exhaust duct fitting used per table M1502.4.4.1. Where the exhaust duct is concealed within the building construction the equivalent length of the exhaust duct shall be provided with a permanent label or tag within 6 feet of the interior connect point. Refer to IRC 2018 section M 1502 for additional requirements and exceptions Water Heater Notes In seismic zone C, D, E, and F per Uniform Plumbing Code 507.2, water heaters shall be anchored or strapped to resist horizontal displacement do to earthquake motion Strapping shall be at points within the upper third and lower third of its vertical dimension Appliances capable of producing a spark or flame located in a garage sale be installed with the pilot and burners or heating elements at least 18 inches above the floor surface. Natural gas fired furnace and water heater to vent to the outside Water heater to have pressure relief valve to drain by gravity to outside. In addition to required pressure relief valve an approved and listed expansion tank shall be installed per the manufacturer's specifications New ultra block wall, not to exceed more than 3' above existing adjacent grade, see civil Exist fence on adj property Heat pump equipment mounted to conc housekeeping pad / 300.0 CB 5,-0„ + NW 301.2 a Aj w =6i o 6 44'-11 1 /2" 305.9 I w/ w w w w o Existing conc sidewalk to be / I J removed, 120 sf / a Infiltration trench z system, see civil E o Set grid 1 perpendicular to grid nB A o 06�` A, and 30' south of the North M /' PL at grid A i_ I I ,23'-11/2" /1 1 21'-10" / 306.4 NE I Align east wall of house with grid A I 2 /which is set 5' off of east PL Roof plate: 327'-4" E Upper floor elevation: 318'-2" Lower floor elevation: 308'-8" Garage elevation: 306-9 1/2" /J 11/ I Jec meter' Bldg footprin 2,145 sf SE Gas meter SS co n ction P 3as I / SW 303.0 d• e See civil for new conc G " driveway and it's link with CB wow existing paving to Cedar St / 20'-7" width of / / Trench drain, see civil � new conc driveway see civil- as Termination of existing conc 304.4 - sidewalk co Existing CB in street, datum O point Rim el: 299.98, see survey See civil for new water meter _ -W W location \ SS pproximate edge of existing SS street paving ISS 1 w Existing graveled driveway to be deleted, and o \ �& 411 portion to become new paved driveway CL Cedar Street- Existing OHP pole I �� See civil for utility connection points, typical ---- Gas---- - - - - Gas Site Plan 1 " = 10'-0" 3 C:5 �001I /CJ / a Modify/delete portion of existing / ! side sewer around corner of new I house, see civil for rerouting line 01 4 around new construction and new side sewer feed into house can 5/ Entry porch roof ch roof 1 6 Walkway to porch 84 sf 308.5 SE Portion of existing conc driveway to be removed, 575 sf O �CN Assumed 40' diameter tree canopy, refer to arborist report for construction impact J I I -\ 309.0 A-- Existing driveway to adjacent residence to remain I 1 / i Existing significant cedar tree, to remain see arborist report for cal, retentition criteria, refer to co civil sht C-200 which calls out W - N - - - - - - - - - -W tree protection at tree dripline. SS manhole approx 165' east of east P� SS oow / w v w 0 6 ti Existing fire hydrant approx 100' - _ east of the east PL on the North CL Cedar Street side of the street - ---7,---Gas - - - - - -- - Gas- i It o o < u7 u-i k N t O z Q INZ Ow ^ ♦ W co M o T_ U LOa LO w o LU Q LU CD m o Z ^+ W N C) o z �o Q > .� Cn w W 0 w C P _0 of c P E O = -0 LW _J a W Y% a- Cn E }� c V^ J U w ~ L � Q _0 0 a_ a U L ❑ o Q o 0) x o m a_ p o egiste Y D. SHAPIRO Washingt n N 4- cv .2 U) c O O Q U rn N Ki �- SHEET TITLE C��++CC''``,, ESite Plan, CocIRE rE11VED Apr 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L" SCALE: CHECKED BY: 1" = 10'-0" Checker DATE: PROJ. No: 03/25/22 12647-00 SHEET No: Door Schedule Dr No. Door Fire Rating Comments Width Height Thickness Finish 101 3'-0" 7'-0" 0'-1 3/4" 102 103A 2'-6" 2'-6" 6'-8" 6'-8" 0'-1 3/4" 0'-1 3/4" 103B 4'-0" 6'-8" 0'-1 3/4" 104 2'-6" 6'-8" 0'-1 3/4" 105A 2'-6" 6'-8" 0'-1 3/4" 105B 2'-4" 6'-8" 0'-13/4" 107 2'-6" 6'-8" 0'-1 3/4" 108 2'-6" 6'-8" 0'-1 3/4" 109 110 6'-0" 2'-6" 6'-8" 6'-8" 0'-1 3/4" Exterior sliding glass dr 0'-1 3/4" 110a 5'-0" 6'-8" 0'-13/8" 202A 2'-6" 6'-8" 0'-1 3/4" 202B 6'-0" 6'-8" 0'-13/8" 204 2'-4" 6'-8" 0'-1 3/4" Door Schedule Dr No. Door Fire Rating Comments Width Height Thickness Finish 209 2'-0" 6'-8" 0'-1 3/4" 210 211 2'-4" 2'-6" 6'-8" 6'-8" 0'-1 3/4" 0'-1 3/4" 212 2'-4" 6'-8" 0'-1 3/4" 213 2'-4" 6'-8" 0'-1 3/4" 214 2'-4" 6'-8" 0'-1 3/4" 216 12'-0" 7'-0" 0'-1 3/4" Exterior sliding glass dr 217 2'-6" 4'-0" 0'-1 3/4" 218 3'-0" 6'-8" 0'-1 3/4" D01 2'-0" 4'-0" 0'-1 3/4" 20 Min D02 2'-0" 4'-0" 0'-1 3/4" 20 Min D03 2'-0" 4'-0" 0'-1 3/4" 20 Min G01A 18'-0" 6'-8" 0'-1 3/4" G02A 3'-0" 6'-8" 0'-1 3/4" 20 Min G02B 2'-6" 6'-8" 0'-1 3/4" Window Schedule Mark Family Width Height Count Comments 102 Slider with Trim <varies 3'-4" 3 U value: 0.28 104 Slider with Trim 6'-0" 3'-4" 2 U value: 0.28 105 Sidelights 1 2'-0" 8'-0" 1 U value: 0.28 106 Fixed with Trim 5'-4" 2'-6" 5 U value: 0.28 148 Slider with Trim 4'-0" 3'-4" 1 U value: 0.28 181 Fixed with Trim 2'-4" 4'-0" 1 U value: 0.28 201 Slider with Trim 5'-0" 5'-0" 2 U value: 0.28 202 Fixed with Trim 2'-0" 4'-6" 2 U value: 0.28 203 Slider with Trim 3'-0" 5'-0" 1 U value: 0.28 17 A302 LO f M N M CV A F- a� elec a w gas I 2'-0" Window Schedule Mark Family Width Height Count Comments 204 Fixed with Trim 6'-0" 4'-0" 5'-0" 5'-0" 1 2 U value: 0.28 U value: 0.28 205 Slider with Trim 206 Fixed with Trim 6'-0" 5'-10" 1 U value: 0.28 207 Fixed with Trim 6'-6" 5'-10" 2 U value: 0.28 208 Slider with Trim 6'-0" 5'-0" 1 U value: 0.28 209 Slider 6'-0" 5'-0" 1 U value: 0.28 210 Slider with Trim 7'-0" 5'-0" 1 U value: 0.28 Grand total: 27 17'-4" 24'-4 1 /2" 4'-6" 10'-5 1 /2" 2'-4 1 /2" 5'-6 1 /2" 9'-8 1 /2" 9'-1 1 /2" B o 10 ° DS egress sill ht 3'-4" aff 10 WW01 1102I -0- � W01 10 CV) WW01 Julite balcony, max gap between face of bldg and WW21 o ed o 2 CD inside edge of railing to be 4" WVrV21 see: �0 2'-6 1 /2" 2 WW01 A401 � F� O 10 _ iv 110 0- 8'-5" 5'-2" DS WW42 I 3'-71/2" 17'-81/2" 6'-4" 5'-9" 5'-7 1 /2" I WW2 WW31 WW25 Dashed line denotes 1 hr seperation between garage and I O O o WW25 house WW25 — — — — — J WW42 ��~ I O O I -- - - - - - O ----------I--- I See note on A002 for water Sinks Bath m heater strapping criteria I S/COD 107 107 108 WW25 8 0 WW01 ILL 3'-2 1 /2" 3'-1 1 /2" 5'-9" WW25 6'-1 " WW01 li o LO WW01 DS I 21'-9 1 /2" 91 Provide below slab drainage for HW tank & furnace release I 103 105A r v valves, see building notes for �. WH A 10 in strapping of water heater �� -- -------------� 103A _ Bedrm 1 SD \ Storage �I 105 Tt-(� IU3B 112 M LO U WW21U a) co WW25 WW25 WW01 ture D02 _ � M c? d U M O Garage N G01 _ i. 10 14'-5 1 /2" 00 A do N Laundry 0 104 in io All sm ke and CO2 detectors are to be WW42 ---- - - inen � �] ID W O® X hardwi ed together LU > — — ---ao — D. v t O% O WW01 S/COD I I WW21 5' 0„ HB See: 16 2 144 I Edge of floor above A302 N Entry WW21 For enlarged plans for O —1. I d b 't & t ' u Closet r` LO UM wal er s alrs WW42 Center parti ion on CL of stairs oo Stair Notes o Tempered saftey glazing at WW01 bottom two windows at stair 102 landing o0 3'-81/2" 3'481/2" 10 — Stair-fr�e bloc — —7 -5 — — — between stringers at each stud 3'-8 1/2" CL \ WW03 0 - space in wall WW04 DS Open to ceiling above windows 5'-11 3/4" 7'-11 3/4" `" o - - - - CI, - 10 Storage WW O - -0- - � - EQ EQ G02 WW02 below) GDS iv i WW02 19'-1 1 /2" 2'-0" 7'-10 1 /2" - 31'-0" 13'-11 " iv Face of 21'-10" 1 canopy above 44'-11 1 /2" Main Floor Plan �1 /4" = 1'-0/4" = 1'-01 7 6 A302 A302 rCD o C' i�s� u7 co U r-- - u-i L C Q N Z C W U n , �V 00 � 0 o � U � W L0 Q o LU o m Z ^, W o N o o Z C) >- 'v ♦^ I. I Q LU W LU v, ^, W C U) W co -0 co C' EO -00� W -1 W Q c a }+ /� J v U W H 2 Q —0LO O U) = oC) X 0 m a_ p o egiste Y D. SHAPIRO Washingt n W Zi 4-0 — SHEET TITLE ppCC//'�++��``,,CCnn D EGarage and MlIT��1oCEAV�e Window SchedulesApr 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 SCALE: CHECKED BY: 1/4" = 1'-0" Checker DATE: PROJ. No: 03/25/22 12647-00 SHEET No: Door Schedule Door Fire Dr No. Width Height Thickness Finish Rating Comments 101 3'-0" 7'-0" 0'-1 3/4" 102 2'-6" 6'-8" 0'-1 3/4" 103A 2'-6" 6'-8" 0'-1 3/4" 103B 4'-0" 6'-8" 0'-1 3/4" 104 2'-6" 6'-8" 0'-1 3/4" 105A 2'-6" 6'-8" 0'-1 3/4" 105B 2'-4" 6'-8" 0'-13/4" 107 2'-6" 6'-8" 0'-1 3/4" 108 2'-6" 6'-8" 0'-1 3/4" 109 6'-0" 6'-8" 0'-1 3/4" 1 Exterior sliding glass dr 110 2'-6" 6'-8" 0'-1 3/4' 110a 5'-0" 6'-8" 0'-13/8" 202A 2'-6" 6'-8" 0'-1 3/4" 202B 6'-0" 6'-8" 0'-13/8" 204 2'-4" 6'-8" 0'-1 3/4" 209 2'-0" 6'-8" 0'-1 3/4" 210 2'-4" 6'-8" 0'-1 3/4" 211 2'-6" 6'-8" 0'-1 3/4" 212 2'-4" 6'-8" 0'-1 3/4" 213 2'-4" 6'-8" 0'-1 3/4" 214 2'-4" 6'-8" 0'-1 3/4" 216 12'-0" 7'-0" 0'-1 3/4" Exterior sliding glass dr 217 2'-6" 4'-0" 0'-1 3/4" 218 3'-0" 6'-8" 0'-1 3/4" D01 2'-0" 4'-0" 0'-1 3/4" 20 Min D02 2'-0" 4'-0" 0'-1 3/4" 20 Min D03 2'-0" 4'-0" 0'-1 3/4" 20 Min G01A 18'-0" 6'-8" 0'-1 3/4" G02A 3'-0" 6'-8" 0'-1 3/4" 20 Min G02B 2'-6" 6'-8" 0'-1 3/4" C 2n Roof Plan 1/8" = 1'-0" Cont gutter, typical Window Schedule Window Schedule Mark E7 Family Width Height Count Comments Mark Family Width Height Count Comments 102 Slider with Trim Slider with Trim <varies 3'-4" 3 U value: 0.28 U value: 0.28 204 Fixed with Trim 6'-0" 5'-0" 1 U value: 0.28 205 Slider with Trim 4'-0" 5'-0" 2 U value: 0.28 104 6'-0" 3'-4" 2 206 Fixed with Trim 6'-0" 5'-10" 1 U value: 0.28 105 Sidelights 1 2'-0" 8'-0" 1 U value: 0.28 207 Fixed with Trim 6'-6" 5'-10" 2 U value: 0.28 106 Fixed with Trim 5'-4" 2'-6" 5 U value: 0.28 208 Slider with Trim 6'-0" 5'-0" 1 U value: 0.28 148 Slider with Trim 4'-0" 3'-4" 1 U value: 0.28 209 Slider 6'-0" 5'-0" 1 U value: 0.28 181 Fixed with Trim 2'-4" 4'-0" 1 U value: 0.28 210 Slider with Trim 7'-0" 5'-0" 1 U value: 0.28 201 Slider with Trim 5'-0" 5'-0" 2 U value: 0.28 Grand total: 27 202 Fixed with Trim 2'-0" 4'-6" 2 U value: 0.28 203 Slider with Trim 3'-0" 5'-0" 1 U value: 0.28 17 A302 5 LO F E D 3 7 A A401 A302 44'-11 1 /2"' T 3'-3" 5'-2" 14'-8 1 /2" 21'-10" 20'-0 1 /2" 19'-101/2" 1'-91/2" 2'-4 1/2" 11 3'-3" 8'-10" 5'-7" I i o M Deck railing system to be 36" high no M WW01 WW01 T ex decking set on PT sleepers over 2" rigid insulation and single p y roofing membrane / / �O / 7'- 1 /2" — —3' 8 1 /4"- _3'-8 1 /4", ^� W 01 0 c� �I Provide necessary WW01 clearance for M M do spout r N � I N _ r N 0 1'-6" Livin ap M 208 `o I N Direct vent, zero Z� clearance fireplace o N N N WW01 to I _ WW01 `�`I 0 Dining 206 0 0 0 0 Kitchen 205 Max 399 cfm fan in hood - m 14'-2 1 /2" 4'-2 1 /2" 3'-8" 13'-6" Dw 7'-7 1 /2" 3'-4 1 /2" 3'-3" WW31 2'-9 1 /2" 4'-8" — — -4'-1 1 /2" — — 4'-3 1 /2" C° 2'-5" 6" `o CO WW25 WW31 n WW01 N co !WW42 V21 WWI, 5 WW25 WW31 N i N N , _ M ® ® 21 io u' �® WW21 M F N 0 _ rn W25 ® 05 to e20 q 214 3'-0 1 /2" 2' 11 " 2'-1 1 /2" ifl rn WW21 ,WW25 Zv oo rn -I Powder Toilet 2 WW24 _ M 'D ffC�'4 Q ` m --------------®------_, 204 I r M. Bath - 209 fl MN WW25 L I co WW01 WW25 ih WW25 211 WW42 S/COD - WW25 _ I Cl? Hall 202A--- - - - -- v 201 WW25 - o N N 7'-4 1 /2" 3'-8 1 /2" 3'-9" 4'-10 1 /2" 2'-11 1 /2" N iv L 3'-6"SD 2'-1" 3'-8" 4'-81/2" U?o CD r iv c' WW25 WW25 N N W 22 WW21 WW01 C? --- - 0 N N N D zit 1 iv 20"x20" attic access, 19 LO 1 1 `i center between truss, �0 N N M. Bedrm 1 see: 5 211 1 0 --- up 1 -� --- A401 1 0 Bedroom 3 202 N -- --- D------ Dress II I cO 213 WW2 -I 10 W22 � 60 0 1213 iv egress sill ht egress sill ht 3'-0" aff 01 01 `Y' W01 co 21 2'-8" aff ww01 N N I I I wwol I I L------------------ --------------J L----------- 2'-6" 5'-0" 9" 5'-0" 2'-0 1 /2" 3'-8 1 /2" 3'-8 1 /2" 7'-2 1 /2" 7'-2 1 /2" 15'-3 1 /2" 7'-10" 7'-5" 14'-5" 7 A302 1 U PPer Floor Plan 1 /4p= 1 -0 — J Roof overhang above O < N Z O 0 W U n , �V 00 � 0 o � U � W L0 � Q o o m Z ^, �V o N o o C) >- < • v ♦^ U) I. I Q � ILLv, LU O � W co co E o = E (' it -0 W -i w Q W c a E }+ /� J v U W H Q 01 0 LO 0) o o x L 0 m p o egiste Y D. SHAPIRO Washingt n W O Z } ' SHEET TITLE �f�EIVED Upper Floor, R Apr 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: CHECKED BY: 0 As indicated Checker DATE: PROJ. No: 03/25/22 12647-00 SHEET No: U) Al 02 - o C 0 0 3`2`7.31! 0 Lo N o 0 N C06 cor- t N 0 z 0 00 F-I3 306.3 7 B A302 C 2 i E F i i i i iv I�� A401 III 1 -------8 Roof PL 327'-4" Guards shall be 36" high, no opening shal allow. passage of a sphere 4 inches in diameter, except for triangular opening formed by riser, tread, and guard where a sphere 6 inches in diameter shall N pass I 2 Gas fireplace surround direct vent to exterior — — 1'-0" pical — ___Upper Flr � 318'-2" V I Dn spout for deck gutter O I -a o _. -0TT -77 @ ao E ifl 00 Crawl space vent 100 sq n n 1" Main Levels to g an inside edge o railing o e 308'-8" V I Fin grade C I 304.8 Approximate existing grade at l � d _ _face of bldg, typical into crawl " access door �I777t i 303.1 into crawl space PL Ilk 77777 a _ 301.7 302 I1 it . III III III III III III III III III III III III III III Set depth of foundation, and steps in stem wall per geotech direction, while maintaining min 18" coverage from bottom of footing to finish grade Approx location & height of ultra block wall system, see civil dwgs North Elevation 2 West Elevation 1/4" = 1'-0" 8 1/4" = 1'-0" 6 5 4 329.8 Max bldg heig t -------4----------- i14 M 5" 5" cont g tterLYPILCII 0 60 i� L -J `JI — — III III III III III III East Elevation 1 /4" = 1'-0" 17 A302 — — — — 1'-0" typical Bath rm vent Range wont ❑❑ Dryer vei it vent Bath n vent 181 10 f11_ _ I�f11-f1-f�1l�ff-1�1�7I�f1 III II III III III III III III III III= 4 5 6 17� A302Bath rm exhaust fan with insulated ducting, typical Single ply/TPO roofing, ty ----- — 0 N 14 m m � a —El O 305.0 "EZ Bends" sch 40 PVC raceway set in conc wall/ftg. Feed into stud space 304.8 Gas of wall above vg 777 — W P 1,00,// _F_ _ t n�a a �val1 1� � Approximate finish grade at face of bldg per survey, typical N O 27) 00 I Main Level 308'-8" Garaae A--, 306'-9 1 /2" v Fin grade per civil ^303.0 1 F D C B A N Max bldg hi M ht 329.8 — — — — — — — — --0) — -------------------------------------------- ------------------------------------- L N N Roof PL - — — — — — — — — — — — — — — — 327'-4" -0 M M 0 - 0 � 0 N -0 , c � Q Q 0 EO 10 -0 is? E 306.8 oD 307.o Co Avg r — — — 306.3_ er}o I fi Ir c�� — tp aY c i I�r�`�I N b) typical L--- Upper Fir 318'-2" o N El �� 10 O 0� 0� ❑ 0 a 10 I 0 ❑ 0 _ .Main Level — — — 308'-8" Gara e 306-9 1 /2" ❑ ❑ ❑ ❑ r atd fh t fd ❑ ❑ I I 01 01 - I N rn N N rn N N CV 0�� 013 01300 00�o )DO 0 0 0 ao UO 0 ao 0 ao N Oo0 Oo Oo0 Oo0 Oo0 N O � Conceptual South Elevation �1 /4" = 1'-0"= 1'-0 1 ,'I- o p11 LID CL) L c L F CN F ,;�- c N Z Oco 0 U (� W O � U � w LO Q o LU o m o N O (DZ 00 � CY) 2i ♦/1 LU > w cn ♦/ i 0 w C J) W W W Q E /� vJ U W ~ 0 0 ULO 0) o o x o p o a- egiste Y D. SHAPIRO Washingt n W Zi 4-0 — SHEET TITLE + ENorth and WeRECOVED Apr 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L— SCALE: CHECKED BY: 0 1/4" = V-0" Checker 0 DATE: PROJ. No: 03/25/22 12647-00 SHEET No: U) 6 5 4 329.8 Max bldg height - — — — — — — — — — — — — — — — — — — — — — — — - R49 batt insulation roof insulaiton, typical Roof PL 327'-4" Guards shall be 36" high, measured at the toe f the stairs, no opening shall allow passage of a sph re 4 inches in diameter, except for triangular opening formed by riser, tread, and guard where a spherte 6 inches in diameter shall pass. Handrail to be 1-1/2" dia & set 1-1/2" out from baluster, and return to newel post at top & bottom risers 0 Z7- E E 3'-5 1 /2" 3'-4" = 4 101, i0 io -1 J II GWB partition at �� east edge of � -J upper stringer II � CN Stora G02 Got � d •- (heat d area) a C iN L — — -- — Lower Stair Section 1/4" = 1'-0" n Garage Level Dumbwaiter Plan U 1/2" = 1'-0" 8 CN V N Upper Flr 318'-2" N rn Tempered saftey glazing at `~ bottom two windows _ N CV v 6 5 4 17 3 2 1 A302 Roof slope 1/4" per foot, TPO, Cont eve/soffit vent to have min of 18.8" (thermoplastic polyolefin) single ply sq in per If, typical entire perimeter of bldg membrane N-A�-� X MEW, 00 CN 04 3'-5 1/2" 7'-6" _ (9) T @ 10" / of 91 U u II � CV co Main Level 308'-8" N _ _ Gara e 306-9 1 /2" o Maintain min 30" clear in crawl space Cont 6mil, class 1 vapor barrier, throughout new — crawlspace, lap joints 6" min, and tape, extend up foundation walls 6" & mechanically attach to cone II - R10 rigid insulation below all slabs in heated areas o m \ Plentum for mech ducting o / o / \ o / Hall (Heated space) � \ / 103 � NV Storage` G0 ` O 4�aa�4�4�4�4�4�,aa .�4�4�4�4�•4 O-a�4'd_------------- ---------d — — — — — — e------ mat# i sutatio t pieal a - � I�sata�ic)n a�v� a �� n I s a va �i r:hre edt- \ \ �� i� `v n v✓I ae}d�ip r�Itl�pn w II 6"n�anill�r a�rn I i t ICI �h — Ic iE T�i ",t� 1b ing-iff in hea d ; 1\7 Upper Stair Section 1 /4" = 1'-0" 17, Section Looking North ,,...... _.._,__rr:� ...._ - _._ _r Roof PL � 327'-4" 1 Upper Flr 318'-2" Main Level 308'-8" Gara e -306 -9 1 /2" 2 A401 '� ont perforated foundation drain 4i rainage gravel with fabric at top a d `i es, extend around entire house, eL d it for outfall drain location, typical Iona ntire foundation Bottom of footing min distance below fin grade, refer to geotech for bearing capacity FIBER CEMENT PANEL NOTES, TYP 1. USE CORROSION -RESISTANT FASTENERS, RECOMMENDED GALVANIZED, OR STAINLESS STEEL, TYP. 2. DO NOT BRIDGE FLOORS WTH SIDING OR FURRING 3. USE AN ELASTOMERIC JOINT SEALANT COMPLYING WITH ASTM C920 GRADE NS, CLASS 25 OR HIGHER, OR A LATEX JOINT SEALANT COMPLYING WITH ASTM C834, DO NOT CAULK HORIZONTAL JOINTS BETWEEN HORIZONTAL FLASHING & UPPER PANEL 4. WATER RESISTANT BARRIER -HYDROGAP BY BENJAMIN OBDYKE O O c 00 I-- i I- - L6 F CN t ,;�- I: CD Q N Z C U � nV , 00 m 0 o � U Lba LbW O � Q LU o m O Z (' W CN O C) Z 00 >- v (n I. LU ' ♦/1 >a LU > CO CO n ' W0 rZ u) w C IY E O = U W -1 W Q c a E }+ � U w 2 Q 0 L.L U -U) � O Q o � � x o m � O o a� 0 0. W Z egiste Y D. SHAPIRO Washingt n 4-0 — SHEET TITLE EBuilding SectiRECEIVED Apr 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L— SCALE: CHECKED BY: 0 As indicated Checker DATE: PROJI. No: 03/25/22 12647-00 SHEET No: U) A302 �l{tttltlt! z 1 2 0 0 E�tf Fn 00ILL 1-1/2" pipe rail cap z 6 W N � Sliding glass door -a co See struct for top plate and Guard shall have no opening shall o Line of wall finish beyond o> allowing passage of a sphere 4 inches ` joist hanger attachment to Cn plate in diameter ,(1 co Lap WRM 3" over butyl sealant tape Max gap opening 4" max 2x PT wood sleepers align with joists below o LL Living Coordinate slab level to align with entry 208 O ► z porch finish material. Slope away from I 11 er Flr R38 batt insulation between garage and door at 1/8" per foot. ramily D ' $ -2— ��t — ,o Q living space above109 N o co Cont butyl sealant tape at joint 0 w U between siding lap 3" min onto face Main Level 1 hr fir/clg assembly GA #FC 5407 co 0 of conc foundation 308'-$" see note at bldg section: 17 Roof trusses 0 a Q DpeQDpe QDpe �QD� w O A302 R39 batt insulation U o°ppeo°ppeo -, r, 4" Conc base slab for pavers T w a ooa ooa O4 004 00 Tapered deck/roof joists 1 8" per ft, see struct Q o m R30 batt insulation at R10 rigid insulation adhear to o O R13 closed cell foam insulation plywd panel N 0 crawl space fir, typical R38 roof insulation below deck per Tbl R402.1.1 XW 00 Q Gravel base Deck roof Insulation summary:L •• BedrOm 2 � 0 2" rigid above sheathing, (r5 / in) R=10 1'-8" (/) �I Q 2" closed cell spary foam (r 6.5/in) R=13 1x wood trim at opening of UJ Crawl 3-1/2" smartbatt kraft faced (r 7.5/in) R=15 n space Total insulation R=38 20"x20" opening n � C of W O c Cl) V/ o = Cont gutter, connect to do spout at E Entry Porch Section 2 Deck Ed e Water roffin Section 3 Section thru Deck west end of deck 5 Attic Access Panel J 1 " = 1'-0" 1 1 /2" = 1'-0" 1 /2" = 1'-0" 1 /2" = 1'-0" Q W Exterior wall Garage south wall 0 n , a W '� y Paint finish �--+ U ^ ILL~ VJ Hardi Plank Siding per elevation Cultured Stone Paint finish with PVA primer Water resistant barrier Q 1/2" OSB Sheathing, see struct for >) Water resistant barrier 1/2" gwb (� 0 1/2" 0S13 Sheathing, see struct for 2x6 STUD Ethickness and nailing -0 a_ thickness and nailing 1/2" gwb 2x6 stud see struct for spacing � _ R21 batt insulation 2x6 stud, see struct for spacing Paint finish with PVA primer cn 1/2" gwb R21 batt insulation ow LOd Paint finish with PVA primer 1/2 gwb 00 Paint finish with PVA primer x = Int Ext Garage/ Garage/ 0 Int Int Int Int pp 7 1/8" 6 1/2" 6 1/2" 0- o WW 01 WW 02 WW 03 411111111 Exterior wall Interior sound wall Paint finish Horz T&G siding natural wood finish Paint finish with PVA primer Paint finish with PVA primer Water resistant barrier 1/2" type X gwb 1/2" type X gwb 1/2" OSB Sheathing, see struct for R21 batt insulation 2x4 STUD thickness and nailing 2x6 stud see struct for spacing 2x6 stud per struct 1/2" gwb 1 , 21 batt insulation 1/2" type X gwb Paint finish R R21 gwb Paint finish with PVA primer 3 e Paint finish with PVA primer C it -a'It t Int Ext nt rage/ Int Int Int i 7 1/8" 6 1/2" GA File No: WP 3510 4 1/2" ONY D. SHAPIRO WW 04 WW 22 WW 21 t f Washingt n Interior closet wall Interior sound wall Interior plumbing wall 1 hour rated Garage/ house Interior shear/sound Paint finish Paint finish with PVA Paint finish with PVA primer Paint finish with PVA primer 1/2" gwb 1/2" type x gwb at wet side 1/2" type X gwb at wet rm side 1/2" type X gwb 2x4 stud @ 16" oc on edge R15 batt sound insul R21 sound batt insulation R21 batt insulation 1/2" gwb 2x4 studs at 16" oc 2x6 stud 2x6 stud Paint finish 1/2" gwb 1/2" gwb Sheathing per struct Paint finish Paint finish 1/2" type X gwb Paint finish with PVA primer p Int Int Int Int Garage/ Int Int T 2 1/2" 4 1/2" 6 1/2" 6 15/16" GA File No: WP 3510 m WW 24 WW 25 WW 31 WW 42 Partition TVDes 1 1/2" = 1'-0" c 0 'v� c a� ry .L 0 N 1�� K �- SHEET TITLE EPartition Sche CE I V E D Apr 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L_ SCALE: CHECKED BY: 0 As indicated Checker DATE: PROJ. No: 03/25/22 12647-00 SHEET No: r NW 1/4 OF THE NE 1/4 SEC. 25, TWP 27 N., RNG. 3 E., W.M. r EX. BUILDING 915 CEDAR STREET PARCEL 00371900100500 FOUND 1/2" REBAR AND CAP LS# 4561 ii FOUND MAG NAIL AND WASHER TERRANE LS#15025 3.6' WEST OF CALC CORNER 4' CYCLONE FENCE ON CONC CURB S88°39' Im 59.9 CONC SIDEWALK FOUND TACK IN LEAD WITH SHINER LS# 7892 4.7' EAST OF CALC CORNER LEGEND ui U 9 ® MONUMENT (FOUND AS NOTED) h O M M o �oM M M� M 3 t NAIL PK/MAG (FOUND AS NOTED) 0 p O 0 REBAR (FOUND AS NOTED) 6 i O TACK IN LEAD (FOUND AS NOTED) Eo VO ® PILLAR GATE DECIDUOUS TREE CONIFEROUS TREE ® WM WATER METER 8 02x6" DOGWOOD O SEWER MANHOLE - ® SEWER CLEANOUT SEWER CLEAN OUT ® STORM CATCH BASIN 0 00 0 55 0 POWER POLE o W 919 CEDAR STREET 80 0 PARCEL 00371900100700 o6,139 S.F. CONC STAIRS Z � ABANDONED POWER POLE 923 CEDAR STREET PARCEL 00371900100901 0 M G� O� G FOUND 1/2" REBAR AND CAP LS# 7892 ot] 0 5 10 20 T T PROPERTY LINE EDGE OF GRAVEL ROCKERY WATER PIPE SANITARY SEWER PIPE STORM DRAIN PIPE POWER OVERHEAD LINE POWER LINE TELEPHONE LINE NATURAL GAS PIPE SURVEY NOTES 1. PURPOSE OF THIS SURVEY TO PERFORM A TOPOGRAPHICAL SURVEY OF SUBJECT PROPERTY. 2. METHODOLOGY FIELD MEASUREMENTS FOR THIS SURVEY WERE PERFORMED USING A TRIMBLE S7 TOTAL STATION, TRIMBLE R12i GPS RECEIVER. THIS SURVEY COMPLIES WITH THE MINIMUM REQUIRED "ERROR OF CLOSURE" OF 1:10,000 FOR WASHINGTON STATE PLANE COORDINATES AS SET FORTH PER W.A.C. 332-130-090 (AND POSITIONAL TOLERANCE LEVELS OF LESS THAN 0.011 METERS). 3. BASIS OF BEARING WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD83-11. HELD FOUND TWO FRONT CORNERS ALONG THE NORTH RIGHT OF WAY MARGIN OF CEDAR STREET AS BEING SOUTH 87°49'08" EAST. 4. VERTICAL DATUM: NAVD88 US SURVEY FEET AS DETERMINED BY THE WASHIGNTON STATE REFERENCE NETWORK (WSRN) GPS OBSERVATIONS. CONTOUR INTERVAL ONE FOOT. 5. PROPERTY LINES SHOWN HEREON ARE BASED ON CLIENT PROVIDED SURVEY FROM TRI-COUNTY LAND SURVEYING COMPANY DATED OCTOBER 2009 AND SIGNED ON JANUARY 15, 2010. HELD TRI-COUNTY SURVEY AND ROTATED THEIR SURVEY USING THE FRONT TWO CORNERS OF THE PROPERTY AS FOUND. 6. MONUMENTATION VISITATION ALL SURVEY MONUMENTS AND OTHER SURVEY MARKERS SHOWN HEREON WERE VISITED DURING NOVEMBER, 2021 UNLESS OTHERWISE INDICATED. 7. SUBSURFACE CONDITIONS APS LOCATES, INC. WAS HIRED TO PAINT UNDERGROUND CONDUCTIBLE UTILITIES. DEA LOCATED THE PAINT MARKS. 8. 1-800-424-5555 MUST BE CALLED NOT LESS THAN 48 HOURS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). n 0 N ® ---- ---___ REVISIONS: APPD. *40"CEDAR is ®--------------------------------- ___ 36" CEDAR SSMH — RIM EL: 325.29 7 1 E E 318.14 CURB AND GUTTER IV w w IE W (OUIT) 318.04 w ss—ss ss—ss ss ss EP �w w w w w w w w w w w w ss ss ss ss ss ss ss s P 22.50' � CEDAR ST ss ss ss ss ss--ss�—ss ss ss — — — — ss Ss � S M M o 0 0 W L) G co G-G-G� M A A G G G G G co G G G G G �OP-OP OP ', -/r WM OP OP�OP�OP OP�OP-�OP- OP-OP-OP- ; - - - - - - - - - - - - - OP-OP�OP-OP�OP- OP �Q n o� c') N N N O O N N 6-3 N M CB RIM :299.98 IE 12" CPP W (OUT) :295.48 IE 6" PVC N (IN) :295.58 SIDEWALK 0 o`O 60.00' S87°49' "E 5� GRAVEL/ —CEDAR ST `=1111 DATE: 11-19-2021 DESIGN: DRAWN: CHECKED: REVISION NUMBER: SCALE: 1 "=10' PROJECT NUMBER: O EVT0000-0172 DRAWING FILE: SV-TP-X-OEVT01720001.dwg SHEET NO. 1 OF 1 Design Criteria 1. All materials, workmanship, design and construction shall conform to the drawings, specifications and the following documents: • International Building Code (IBC), 2018 Edition • American Society of Civil Engineers Minimum Design Loads (ASCE 7-16) • American Concrete Institute Building Code Requirements for Structural Concrete (ACI 318-14) • National Design Specification for Wood Construction (ANSI / AWC NDS-2018) 2. IBC Risk Category II 3. Design Loads: Snow 25 psf unreducible, no drifting, 1 = 1.0 Floor Live Resdential 40 psf reducible 4. Wind Criteria: Basic Wind Speed 98 mph ASD Wind Speed 76 mph Exposure B KZt 1.0 Ke 1.0 Internal Pressure Coefficient 0.18 5. Seismic Criteria: Importance Factor 1.0 Site Class D Ss 1.284 S1 0.452 Sys 0.856 Seismic Design Category D Analysis Procedure: Equivalent Lateral Force Procedure Seismic Force -resisting System: Light -frame Wood Shear Walls R=6.5,Do=3;Cd=4 Cs 0.132 Design Base Shear 10.7k (1.0E, Ultimate) General Requirements 1. The drawings shall be used together with the specifications and architectural drawings. Contractor shall verify all dimensions and conditions for compatibility between all the drawings and specifications which are a part of the contract documents. Notify architect and engineer of any discrepancies prior to continuance of the work. 2. These drawings were produced with Revit by Autodesk and taken from a 3D model. Modeling requires a level of accuracy which may be higher than that inherent in the directives given in these drawings. Where the graphic depictions of members, connections, spacings and other graphic representations differ from specific callouts, directives and dimensions, the callouts, directives and dimensions shall govern. 3. Contractor shall verify all existing conditions. If existing conditions differ from those indicated, the architect and engineer shall be notified prior to continuance of the work. 4. Contractor shall be responsible for design and construction of all temporary shoring and bracing of the work until all final connections have been completed in accordance with the contract documents. 5. Contractor shall be responsible for all safety precautions and the methods, techniques, sequences and procedures required to perform the work. 6. Contractor -initiated changes to the work shall be submitted in writing to the architect and engineer. Written approval shall be obtained before proceeding with the changes. Changes to the shop drawings alone do not constitute a change to the contract documents. 7. The drawings indicate general and typical details of construction. Use similar details, subject to review by the designer, where conditions are not specifically indicated but are of similar character to details indicated. Submittals 1. Submittals are required for the following structural work: • Concrete reinforcing: Shop drawings only • Metal plate -connected wood trusses: Calculations and shop drawings 2. The contractor shall review and stamp shop drawings prior to forwarding to the architect and engineer. 3. Shop drawing review comments are not change directives. If deviations, discrepancies or conflicts occur between the contract documents and shop drawings are discovered, either prior to or after the shop drawings are reviewed by the engineer, the requirements of the contract documents shall govern. Design calculations shall be made available upon request. Quality Assurance 1. Special inspections will be performed by an owner -appointed inspection agency. The contractor shall coordinate and schedule the required special inspections. 2. The inspection agency and individual inspectors require approval by the building jurisdiction. 3. Special inspections are required to be performed in accordance with Chapter 17 of the IBC for the following work: Concrete Placing reinforcing: Periodic Placing anchor bolts and holdown bolts: Periodic Placing concrete: Continuous Drilling and installing expansion bolts: Periodic Drilling and installing epoxy rods and dowels: Continuous Wood Shear wall nailing, fastenings, hardware and holdowns: Periodic Floor & roof diaphragm nailing and straps: Periodic Geotechnical 1. Subgrade preparation, including excavation, drainage, fill and compaction shall conform strictly with the civil and/or structural drawings and specifications or as directed by the owner -appointed geotechnical engineer. 2. Footings shall bear on firm, native, undisturbed soil or compacted structural fill extending to the undisturbed native soil at least 18" below lowest adjacent finished grade. 3. The owner -appointed geotechnical engineer shall approve all footing excavations and native or fill soils below slab -on -grade prior to placing and compaction of capillary break material. 4. Footing depths indicated are intended as minimum and assume competent material occurs at the elevations indicated. The final footing elevations shall be established by the contractor in the field working with the owner -appointed geotechnical engineer. 5. Backfill behind all retaining walls shall be free -draining, granular, compacted fill and provide for subsurface drainage as noted in the civil drawings and specifications. See geotechnical report for backfill material. 6. Soil Report Reference: Geotechnical Evaluation Proposed Residence 919 Cedar Street, Edmonds, WA. October 22, 2021. Design criteria: Site Class D Ss 1.284 S, 0.452 Sps 0.856 Allowable soil bearing pressure 2500 psf (1/3 increase allowed for short duration loads) Passive pressure 225 pcf (Neglect the upper 12" of exterior grade) Frictional coefficient 0.40 Lateral earth pressures for wall design Active 35 pcf (level upper grade) Seismic increase 7H Uniform surcharge 0.3 At rest 55 pcf (level upper grade) Seismic increase 14H Uniform surcharge 0.5 Passive 275 psf (Neglect the upper 2ft Includes 1.5 F.S.) Frictional coefficient 0.40 (Includes 1.5 F.S.) Soil Weight 125 pcf Anchorage 1. Expansion bolts into concrete shall be as follows: Manufacturer Product ICC-ES Report Simpson Strong -tie Strong bolt ESR-1771 Hilti Kwik Bolt TZ ESR-1917 2. Epoxy -grouted anchors into concrete shall be as follows: Manufacturer Product ICC-ES Report Simpson Strong -tie Set XP Epoxy ESR-2508 Hilti HIT -RE 500 V3 ESR-3814 Concrete 1. Concrete shall be proportioned, mixed, placed, finished and cured in accordance with IBC Section 1905 and ACI 318. Concrete mix criteria shall meet the following criteria: 28-day Max Min cementitious Structural work strength slump material Foundations 3,000 psi 5" 5-sack Walls 4,000 psi 5" 5-sack (Note 2) All other concrete 3,000 psi 5" 5-sack (Note 2 at exterior) The minimum cementitious mix may be changed if a concrete performance mix is submitted to the structural engineering and building official for approval two weeks prior to placing the concrete. The performance mix design shall include the quantities of the mix constituents, in accordance with ACI 318 section 26.4, along with substantiating strength data in accordance with ACI 318 section 26.12. The use of a performance mix requires batch plant inspection, the cost of which shall be paid by the contractor, unless the proposed mix has been granted continuous approval by the governing building jurisdiction. Review of the mix design by the engineer indicates only that the information presented conforms generally with the contract documents. The contractor maintains full responsibility for mix performance. 2. All horizontal concrete surfaces exposed to weather and freeze / thaw shall have a minimum compressive strength at 28-days of 4,500 psi and shall be air -entrained, with air content conforming to ACI 318 Table 19.3.3.1 for Exposure Class F2. Vertical foundation walls below grade, which are exposed to dirt and weather, shall have a minimum compressive strength of 3,500 psi and shall be air -entrained, with air content conforming to ACI Table 19.3.3.1 for Exposure Class F1 minimum. 3. Reinforcing steel shall conform to ASTM A615, Grade 60, Fy = 60 ksi. 4. Reinforcing steel shall be detailed in accordance with ACI 315-99 and ACI 318-14. Lap all continuous reinforcing with Ls laps per Table II, Detail 16/S300, unless otherwise noted. Furnish corner bars at all footing and wall intersections with Ls laps in each direction. Lap welded wire fabric a minimum of 8". 5. No bars partially embedded in hardened concrete shall be field -bent unless indicated or approved by the engineer. Concrete (Continued) 8. Concrete protection (cover) for reinforcing steel shall be as follows, unless otherwise noted: Concrete cast against earth, unformed 3" Concrete exposed to earth or weather, #5 and smaller 1 �/2" Concrete exposed to earth or weather, #6 and larger 2" Walls interior face 1" Slabs bottom 1" Slabs top 1 '/4" 9. See architectural drawings for positions of all openings, reveals, chamfers, color, textures and other features in concrete walls not indicated in these structural drawings. See mechanical drawings for size and location of plumbing and mechanical sleeves through concrete work. All penetrations in structure shall be as shown on the structural drawings, or as approved by the engineer. Wood 1. Framing lumber shall be kiln -dried or MC-1 9, graded and marked in conformance with WCLIB Standard Grading Rules for West Coast Lumber No. 17. Furnish to the following minimum standards: • Joists (2x, 3x, 4x) Hem -fir No. 2: Fb = 850 psi; Fv = 150 psi • Beams (6x) Doug -fir No. 1: Fb = 1,350 psi; Fv = 170 psi • Posts (4x) Hem -fir No. 1; Fc = 1,350 psi; E = 1,500 ksi • Posts (6x) Doug -fir No. 1: Fe = 1,000 psi; E = 1,600 ksi • Studs, plates, ledgers & misc light framing Doug -fir Stud Grade: Fb = 700 psi; FDl = 625 psi; E = 1,400 ksi 2. All wood plates in direction contact with concrete or masonry shall be pressure -treated with a preservative that conforms to AWPA U1 for above ground use as well as the M4 field treatment standard. Shear wall nailing into pressure treated sill plates shall be with hot -dipped galvanized nails. See Wood notes 12 and 16 for additional fastener requirements in treated lumber. 3. All pressure -treated wood members indicated shall be pressure - treated with Chromated Copper Arsenate (CCA), Dot Sodium borate (SBX), Copper Azole (CA or CBA-A), or Alkaline Copper Quat (ACQ-C or ACQ-D) preservatives. Ammoniacal Copper Zinc Arsenate (ACZA) shall not be used. SBX preservative shall only be used for pressure treated members not exposed to weather for a prolonged duration. 4. Glued -laminated members shall be fabricated in conformance with ASTM and AITC standards in a plant certified or approved by the building official. Each member shall bear an AITC identification mark. 5. Laminating combinations shall be as follows: • Simple span beams Doug -fir Combination 24F-V4: Fb = 2,400 psi; Fv = 265 psi; E = 1,800 ksi • Continuous or cantilever beams Doug -fir Combination 24F-V8: Fb = 2,400 psi; F„ = 265 psi; E = 1,800 ksi 6. Engineered lumber shall bear a stamp noting the name and plan number of the manufacturer, the grade and the NER or ICC-ES report number and the quality control agency. All members shall be manufactured with an approved adhesive. 7. Member properties shall be as follows: Beams • Laminated strand lumber (LSL) Depth < 9 '/2": Fb = 1,700 psi; F„ = 425 psi; E = 1,300 ksi Depth >= 9'/2": Fb = 2,325 psi; Fv = 310 psi; E = 1,550 ksi • Laminated veneer lumber (LVL) All depths: Fb = 2,600 psi; Fv = 285 psi; E = 2,000 ksi • Parallel strand lumber (PSL) All depths: Fb = 2,900 psi; Fv = 290 psi; E = 2,200 ksi Rim board • Laminated strand lumber (LSL) All depths: Fb = 1,700 psi; Fv = 425 psi; E = 1,300 ksi 8. Design indicated is based on engineered lumber as manufactured by Trus-Joist in accordance with ICC-ES Legacy Report No. ESR-1387. Alternate engineered lumber may be used subject to review and approval by the architect and structural engineer. A current NER or ICC-ES report shall be submitted, along with a one -for -one listing of each proposed member substitution along with differences in engineering properties for each member. The contractor shall be responsible for all engineering costs related to the review and approval and/or redesign by the Engineer of Record to accommodate the proposed substitution. Wood (Continued) 9. Metal plate -connected wood trusses shall be designed by the manufacturer in accordance with the "Design Specification for Metal Plate -connected Wood Trusses, TPI 1-2014 by the Truss Plate Institute for the spans and conditions shown on the drawings. Wood trusses shall utilize approved connector plates, MITEK, ITW or other approved Truss Plate Manufacturer. Loading shall be as follows for roof trusses: a. Top chord dead load 10 psf b. Bottom chord dead load 7 psf C. Top chord snow load 25 psf d. Top chord live load 20 psf e. Top chord wind uplift load 15 psf Provide truss depths and support points as indicated in these drawings. Provide panel points at all support locations and point loads indicated. Actual configuration of webs and sizes of all truss components shall be by the truss designer. Provide all truss -to -truss and truss -to -beam connections. Provide fastening details of all multiple ply trusses. Provide installation instructions for trusses, including details for all temporary and permanent bracing of trusses. The contractor shall keep a copy of the installation instructions on site for review by the inspector. Submit shop drawings and design calculations to the architect and structural engineer for review and return prior to fabrication. Submitted documents shall bear the stamp and signature of the Washington State registered engineer in responsible charge of the truss designs. 10. Roof, floor and wall sheathing shall be APA-rated, Exterior or Exposure 1 plywood, or APA-rated Exterior or Exposure 1 Oriented Strand Board (OSB) in conformance with IBC Section 2303.1.4. Sheathing shall be manufactured under the provision of voluntary product standard PS1-95, or PS2-92, or APA PRP-108, Performance Standards and Policies for Structural Use Panels. 11. Floor sheathing shall be glued immediately prior to placing and nailing with adhesive conforming to APA Specification AFG-01. Adhesive bead shall be 3/8". 12. Timber connectors indicated shall be Strong -tie, as manufactured by Simpson Company. All connectors against pressure -treated wood that contains preservatives other than Chromated Copper Arsenate (CCA-C) or Dot Sodium Borate (SBX) shall be manufactured from Simpson ZMAX-coated steel (G185 per ASTM A653) or 316L stainless steel. All nails and screws in treated lumber of any compounds except SBX shall be hot -dipped galvanized. 13. Alternate connectors may be used subject to review and approval by the architect and engineer. Alternate hardware connectors may be used subject to review and approval by the architect and structural engineer. A current NER or ICC-ES report shall be submitted, along with a one -for -one listing of each proposed connector substitution along with differences in manufacturer recommended capacities. The contractor shall be responsible for all engineering costs related to the review and approval and/or redesign by the Engineer of Record to accommodate the proposed substitution. 14. All wood -framed construction shall conform to the minimum standards of the International Building Code (IBC), including bridging and blocking for joist member. Minimum nailing shall conform to IBC Table 2304.10.1 or current ICC-ES Report NER-272. See sheet S601 for additional wall and shear wall framing requirements. 15. All bolts, nuts and lag screws bearing on wood shall use washers. Washers shall be hot -dipped galvanized where positioned against pressure -treated lumber. Structural Drawing Abbreviations & and L angle @ at # pound or number ab anchor bolt approx approximate arch architectural b bottom bldg building blk block blkg blocking bm beam BN boundary nailing BOC bottom of concrete BOS bottom of slab bot bottom cip cast in place cl centerline clr clear cmu concrete masonry unit col column conc concrete Conn connection constr construction cont continuous ctr center dbl double dept department det detail dia diameter dim dimension do down dwg drawing ea each elev elevator EN edge nailing eq equal existg existing (e) existing fdn foundation fin finish FN field nailing FOC face of concrete FOS face of stud fs far side ft foot or feet ftg footing ga gauge galv galvanized gb grade beam gr grade HD hold down hgr hanger hgt height horiz horizontal id inside diamenter if inside face int interior jt joint m middle matl material max maximum mech mechanical mfr manufacturer min minimum misc miscellaneous mtl metal (n) new NIC not in contract no number nom nominal Ins near side nts not to scale oc on center od outside diameter of outside face oh opposite hand opng opening opp opposite pdf power -driven fasteners pl plate rad radius ref reference reinf reinforced / reinforcing sched schedule sht sheet Sim similar sq square std standard stl steel struct structural sym symmetrical t top t&g tongue and groove thk thickness TO top of TOC top of concrete TOF top of footing TOS top of slab TOW top of wall typ typical uon unless otherwise noted vert vertical VIF verify in field wd wood w/o without wp workpoint wgt weight Sheet List S100 General Structural Notes S101 Axonometric Views S200 Foundation and Main Floor Framing Plan S201 Upper Floor and Roof Framing Plan S202 Exterior Wall Elevations S300 Concrete and Foundation Details S301 Foundation Details S600 Typical Wood Wall and Shear Wall Framing S601 Wood Details S602 Wood Details 22-0325 CA CL v L 0 O 00 N NT o , o , 0 N O 00 M Q � I I I � I c 0 = E w Cn D_ P U u1 U o' Q 0 o' a - Cn �o o Q o x 0 0 Of on T O0_ 0 0- U N �(D C0 o cn E z V0 v �0� rn� Cl) U-) °' �+ o oN .� > „ Q' T' o c � � a 0 Z A-0 SHEET pECEIVED L Generall Stru StrucWl� Apr 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT n SCALE: CHECKED BY: �--+ 12" = 1'-0" JGS EDATE: PROJ. No: 22-0325 21-061 SHEET No: O O 3 CD 0 r 0 O E z O cD w k O O 3 cD 0' r O 0 5' n z 0 CD Submit for Permit (j) 0 cn�v Cn m CD y m m z 0 2 rn `O U) n z X o M 0 C3 DN x = m o � 3 �m mn y m�� DZA° �, M AZo � mcng < IV - z o � r\, iM v v No. Revisions Description By Date Smith Company structural engineers 19011 Wood Sno Road NE, Ste. 100 Woodinville, WA 98072 phone: (206) 407-6456 19 O 0 n k O 0 3 CD 0' r O O 5' csz Cn O c CD su Cn 1. Rimmer Residence 919 Cedar St, Edmonds, WA 98020 .............. PM SR architectsps � r fflo n1m - W�e - %- -- PO Box 0054, , Edmonds, WA 98020-0054 425.778.5400 COPYRIGHT: A.D. SHAPIRO ARCHITECTS PS, ALL RIGHTS RESERVED MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION Foundation notes: 1. All dimensions shown must be confirmed with architectural drawings. 2. Slab -on -grade shall be 4" thick with #4 at 18" each way at center of slab over 4" of compacted, clean open -graded coarse rock. Use 10 mil vapor barrier over compacted rock at interior spaces. See plan for finish floor elevation. See architectural drawings for areas of depressed slab and slopes where not shown. 3. Provide construction or control joints in slab -on -grade to divide slab into rectangular areas of 250 square -feet or less and with a maximum 1.5:1 aspect ratio. See 5/S300. 4. Tops of perimeter footings shall be a minimum of 18" below lowest adjacent exterior grade and tops of interior footings shall be a minimum of 12" below lowest adjacent grade. Provide footing steps per 8/S300. Step footings for underground piping in accordance with 3/S300. Provide corner bars at all footings and concrete walls. See 6/S300. F E D U) Cn 07 O LL 3'-3"O 1 /55--2" O 1 14'-81/2" i I I I I 302' - 2" TOF P1-4 1 FOS 5. Structural wall studs at this level shall be as follows, uon: Exterior walls..................................2 x 6 at 16" o.c. Interior walls...................................2 x 6 at 16" o.c. Shear walls.......................................see 20/S600 See detail 20/S600 for typical wall framing requirements and detail 10/S600 for typical shearwall requirements. C S202 B A North O O W W 10 302' - 2" / 303' - 2" S301i 304 _2 ' TOF TOF To 303' - 8 1/4" 303' - 8 1 /4" 304' - 8 1/4" 305' - 8 1 /4" 306' - 8 114" ' TOW 1 TOW TOW TON/ TOW 1 1 1 1 307' - 8 1/4" TOW LO a 303' - 8 1 /4" TOW' 302' - 2" 1 1 TOF 304' - 8 1 /4" 303' - 2" 304' - 2" TOW TOF TOF I v I I I M FOS 2 - - - - - -[E: I � P1-4 307-81/4" 302' - 2" 307' - 8 1/4" 1 — — — c i TOW TOF TOW I 307' - 8 1/4" TOW I 308' 303' - 2" TOF 3 FOS - 8 S301 303'�2" TOF 4 FOB 5 Fos" / \ CV 6 FOS 304' - 2" TOF ❑ ❑ ❑ ❑ TOW ❑ I I 1 - N CV I I 1 , Ln I I I I ❑1 ❑ ❑ ❑ S601 304' -2- — 4x4 Pot t w/ 'PB' base TOF and'Z cap. T yp' M Grid 3 302' - 2" TOF 305' - 2" TOF 1 -�- - - N-- - -�- - - - - - - - - - - 3'-53/4" T-91/2"�4'-7" 4'-T' 4'-7" 93/4" I (1) 307' - 8 1/4" \ I I Q I � 307' - 8 1/4" W TOW LO I TOW C Ak ❑ ❑ ❑ ❑ ❑ (D -0co M— O c 00 305'-1o" 2'- 0" x 2'- 0" x 8" deep pad ° 0 TOF footing w/ (2) #4 ea way o - 0 00 bottom. Typ in crawlspace. coLO a- 0) 3'-10" 4'-1" o0 O Op (1) I C I I I I I I - 308' - 5 3/4" I 1 � TOW 7 30T - 8 1/4" � 308' - 5 3/4" i307' - 8 1/4" I S301 TOW `" TOW TOW 307' - 8 1/4" 308' - 8° - - - - - - --TOW_ --I- - —308' - 8'- - Tow TOS el = 306' - 9 1 /2' - TOW TOW — — — LOEM - - - - - - - C° - - - - - - -D* zo 6„ 16„ 6x6 w/'PBS' Column 6° / 305' - 10" Base and 'PCZ' Post Car F 1 20 1 TOF 1 S300 ; 2- U x 2- U x 8 deep p, footing and 10" x 10" plint.. w/ (2) #4 ea way bottom. South F E D C B A S202 Foundation Plan 1/4" = 1'-01, Floor framing notes: 1. All dimensions shown must be confirmed with architectural drawings. 2. See plan for finish floor elevation. 3. Floor sheathing shall be 23/32" APA-Rated sheathing, Exposure 1, tongue and groove. Use 2x4 flat blocking with `z' clips at unsupported panel edges. Nail sheathing panels as follows: Floor boundary(BN)................................ 0.148" x 2 1/2" at 4" Panel edges(EN)................................... 0.148" x 2 1/2" at 6" Other supports, field nailing (FN)............... 0.148" x 2 1/2" at 10" Blocking, interior rim joists & struts ............ 0.148" x 2 1/2" at 6" See shear wall schedule 10/S600 for sheathing nailing required at shear walls. Nails shall be driven flush with the face of sheathing. 4. Provide double joists around all openings which interrupt one or more joists, uon. See general structural notes for submittal requirements. 1 Cl 305' - 2" F 305' - 10" TOF 17 � S301 - - 2 2 18 w S3 1 3 3 - - - 4 305- 10" TOF 5 (:F0 E CD ) 5 6 7 Structural wall studs at this level shall be as follows, uon: Exterior walls..................................2 x 6 at 16" o.c. Interior walls...................................2 x 6 at 16" o.c. Shear walls.......................................see 10/S600 See detail 20/S600 for typical wall framing requirements and detail 10/S600 for typical shear wall requirements. Use (2) king studs and (1) trimmer at headers at this level, uon. Wall top plate splices below and supporting this framing level shall be (12) 0.148" x 3", unless otherwise noted on this plan. See 20/S600. nc S202 nB (:A 3'-3" 5'-2" 14'-81/2" North7'-11" 13'-11" LO (V O LO S202 LO 0) 'HD8RJ' ?) Studs - 1 LUs2o2 - 3 ,25 Z Q N 0 C)U w U n , �V D 0 o Q� U �a Lo � C) C?m n' W \ S C)z N O O Z 00 OWN- < o O �LU w U) c U) EO W _J a W F E 4-1D cO CU w Q 0 a ■ ^, Q Cf) U LQ d � Z C) o x 0 0 Of in D_ O O 0- U O M m U) c 0 T O N U U) N 0 O z Cl) Q) rO O cn E� z O V I0 rn v� U-) 0 ON ._ , „ °' '-' O c Cn a - - - - - - - - - - - - - - - (V 6 FOS 1EET 6x6 w/ 'PBS' Column 6 L_ S ounda Ion anN�uiGE an P1-4 P1-4 Base and 'PCZ' Post Cap Apr 05 2022 20 0- CITY OF EDMONDS DEVELOPMENTSERVICES DEPARTMENT SCALE: CHECKED BY: South f--i As indicated JGS "� DATE: PROJ. No: F E D C B A 22-0325 21-061 S202 SHEET No: n Main Level Framing Plan 1/4" = 1'-0" Cn S200 Floor framing notes: 1. All dimensions shown must be confirmed with architectural drawings. 5. Structural wall studs at this level shall be as follows, uon: 2. See architectural plans and exterior elevations for finish floor elevation. Exterior walls..................................2 x 6 at 16" o.c. 3. Floor sheathing shall be 23/32" APA-Rated sheathing, Exposure 1, tongue and Interior walls...................................2 x 6 at 16" o.c. groove. Use 2x4 flat blocking with `z' clips at unsupported panel edges. Nail Shear walls.......................................see 10/S600 sheathing panels as follows: See detail 20/S600 for typical wall framing requirements and detail 10/S600 for Floor boundary(BN)................................ 0.148" x 2 1/2" at 4" typical shear wall requirements. Panel edges(EN)................................... 0.148" x 2 1/2" at 6" Other supports, field nailing (FN)............... 0.148" x 2 1/2" at 10" 6. Use (2) king studs and (1) trimmers at headers at this level, uon. Blocking, interior rim joists & struts ............ 0.148" x 2 1/2" at 6" 7. Wall top plate splices below and supporting this framing level shall be See shear wall schedule 10/S600 for sheathing nailing required at shear walls. (12) 0.148" x 3", unless otherwise noted on this plan. See 20/S600. Nails shall be driven flush with the face of sheathing. 4. Provide double joists around all openings which interrupt one or more joists, uon. See general structural notes for submittal requirements. QF E D C S202 B A n Upper Floor Framing Plan 1 /4" = 1'41 Roof framing notes: 1. See architectural drawings for top of sheathing elevations. 2. Roof sheathing shall be 19/32" APA-rated sheathing, Exposure 1. Provide plyclips at all unsupported panel edges. Nail sheathing panels as follows: Roof boundary(BN)...................................... 0.148" x 2 1/2" at 4" Panel edges(EN)......................................... 0.148" x 2 1/2" at 4" Other supports, field nailing (FN)..................... 0.148" x 2 1/2" at 12" Blocking, interior rim joists and struts ............... 0.148" x 2 1/2" at 6" See shearwall schedule 10/S600 for sheathing nailing required at shearwalls. Nails shall be driven flush with the face of sheathing. FOS 2 2 FOS (: 3. Truss layout based on preliminary layout by Louws Truss in Lacey, WA. Contact Stan Dickhoff 360-878-1431 for final truss design. Trusses shall be connector - plate wood trusses at 24". At flat roof provide trusses with a maximum depth of �28 2'-3" and accommodating a /4 per foot slope in top chord. See general structural notes for design and submittal requirements. s oNaL E� 4. Wall top plate splices below and supporting this framing level shall be V � 22-0325 (12) 0.148" x 3", unless otherwise noted on this plan. See 20/S600. F E D C S202 B A IF North I I I I I I fA fn (n (n (n $ Typ S602 O N ^, C00 D W U W U O E LU W -,.;- E c / O� r � L O O u7 e0 r` u7 N NT O O 0 N O 00 M O W C6 a U u1 H 2 U Q O a .. 2 Cn �o � d O O x 0 on >_ OO_ O n U N C O t; I I I I � •� s2o2 t S601 L Z Grid 3 w O V IY 0 S202 ca S202 M w w o Q CD vn cn�� - 3 3 ros - - - - - - - - - - - - - - - - - - 3 �_ g rq o 3: Q (:4 FOS ( :J FOS M U) c O U U) N r) - 4 - 5 0 z 6 - - oN - - - - - _ - 6 FOS 1 0Y I SHEET TITLE p� /�'++ CC CC nn L Upper Floor arE�br�iLVED Apr 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES S■. DEPARTMENT South O SCALE: CHECKED BY: �--i As indicated JIGS F E D C B A .� DATE: PROJ. No: S202 22-0325 21-061 SHEET No: n Roof Framing Plan 1/4" = 1'-0" S201 Elevation Framing Notes- 1. xK+xT indicates the number of Kings and Trimmers 2. See framing plans for shear wall call outs. 3. See main floor framing plan for shear wall concrete HD call outs. 1 2 3 4 5 6 -' - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 1 Top of Parapet 329' - 9" :oof PL ov 27' - 4" ]P` 'CSHP18' HD ter Flr A:�, �18'-2" V G. S '' " 28168�,� w F E D C B I A _ - - - - - Topof Parapet -�- - -�T�- - - - 329 9 _Roof PL � 327' - 4" V 22-0325 Upper Flr 318'-22" CSHP18 HD strap from wall corner to 6x6 post below. See East elevation. o c (D 6 � G C6 ° r� - N F � o z a N 0 C)0 w U (, V D 0 o � U �a Lo� ^` Q om oz N 0 z o 00 OWN- Q Q ■ r^ � > w LU V / O w U) E W Q UJ �V^, y 0- In E }; cO U w Q a 2K+3T 2K+3T 20 K+1 T si 20 2 T U o HD HD S30 Column S301 HD Column �� Q o x z n Level - - - - - - - - - - - Main Level L m° 08'-8" n d ° 308'-8" p o � U Sarage - 9 1 /22" Garage 306' - 9 1 /2" "7- 6 5 4 3 2 1 at 'L East 1/4" = 1'-0" South 1/4" = 1'-0" N aD C0 o A B C D E F LU z rr,Ln O Oo00 �(3) oa o ■ 'rN > �. - - - - - - - - - - - - - - - - Top Parapets 0 0 0 329 - 9 V (n Q Roof PL -�- -�- - 327'-4" 4x6 Header 4x61 Header 5 1/4 x 11 7/8 PSL 2.2E Header 4x6 Header p 2K+1T 2`<+1T K+1T m 1' - 0" Typ 20 'CSHP18' Typ Shim beneath 'CSHP18' Wrap strap 5 1/4 x 14 PSL under header 3" c Upper Flr ( C � o a� I � Q U 6x8 Header 1/4 x 9 1/2 PSL 2.2 6x Header Header K+1 K+1 _- K+2 I � 10 S301 Main Level zo - � - - 308' - 8�1 ♦■■0 Garage . HD HD HD 306' - 9 1/2" � SHEET TITLE L ExteriorWallRELEIVED Apr 05 2022 o ° CITY OF EDMONDS DEVELOPMENT SERVICES I ° 1 1- I � DEPARTMENT OSCALE: CHECKED BY: I i --■i 1/4" = 1'-0" Checker Finish Grade '— DATE: PROJ. No: 22-0325 21-061 SHEET No: North U) 1/4" = 1'-0" CORNER BARS TO MATCH EXTERIOR HORIZ REINF CORNER BARS TO MATCH CROSS WALL HORIZ REINF (ALT HOOKS) SINGLE CURTAIN CORNER BARS TO CORNER BARS TO MATCH MATCH EXTERIOR CROSS WALL HORIZ REINF HORIZ REINF (ALT HOOKS) mY Q= j i J C m-_ H p J DOUBLE CURTAIN Wall and Footing Corner Bars 3/4" = 1'-0" MINIMUM STRAIGHT DEVELOPMENT LENGTH (Ld ) f'c = 3000 psi f'c = 4000 to 5000 psi Bar Size Top Bars Other Bars Top Bars Other Bars # 3 16" 13" 14" 12" # 4 22" 17" 19" 15" # 5 27" 2111 23" 18" # 6 35" 27" 3111 24" MINIMUM LAP SPLICE LENGTHS (Ls) (Class B) f'c = 3000 psi f'c = 4000 to 5000 psi Bar Size Top Bars Other Bars Top Bars Other Bars # 3 2111 16" 18" 16" # 4 28" 22" 24" 19" # 5 35" 27" 30" 23" # 6 46" 35" 40" 3111 "Top bars" are horizontal bars with more than 12" depth of concrete cast below them. If clear concrete cover is less than 2x the diameter of the bar or the center -to -center spacing is less than (4) bar diameters, then values shall be increased by 43%. MINIMUM EMBEDMENT LENGTHS (Ldh ) FOR STANDARD END HOOKS III A. For general uses: Bar Size f'c = 3000 psi f'c = 4000 to 5000 psi # 3 6" 6" # 4 8" 7" # 5 10" 9" # 6 12" 10" 1. Side cover must be equal to or greater than 2 1/2". 2. End cover for 90' hooks must be equal to or greater than 2". Concrete Reinforcing Splice & Development n Length Schedule U 3/4" = 1'-0" EX( ALL THI Footing Step at Pipes and Trenches 3/4" = 1'-0" 4 �1 t KEY DETAIL Ls LAP PER SEE KEY rADI C II CONSTRUCTION JOINT Slab -On -Grade Joints 3/4" = 1'-0" 3'-0" M I N cn (1)#5 DIAGONAL W w ADD'L @ CONCRETE CONIC WALL �, a WALLS ONLY Z (n Q cn cn U 0 g N p H Q C) cY) p cM o p M CD p PIPE SLEEVES 2'-0" MIN AS REQUIRED NORMAL FOOTING REINFORCING 4 Typical Stepped Footing 3/4" = V-0" KEY SCHEDULE SLAB THK KEY w t 4" 1 1/2" 3/4" 5" 1 3/4" 3/4" 6" 2" 3/4" SEE PLAN FOR SLAB THICKNESS AND REINF., TYPICAL J NOTE: 1. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS ON GRADE TO BREAK SLAB INTO RECTANGULAR AREAS WITH A MAXIMUM ASPECT RATIO OF 1.5:1 AND NO ACUTE ANGLES. 2. AT CONTRACTOR'S OPTION, SUBMIT ALTERNATE KEY DETAIL FOR APPROVAL. 1/8" SAWCUT TO 1/4 OF SLAB THICKNESS. CUT JOINTS AS SOON AS CONCRETE HAS HARDENED SUFFICIENTLY TO AVOID RAVELING. COMPACTED, FREE -DRAINING GRAVEL PER PLASTIC VAPOR BARRIER SOILS REPORT. CONTROL JOINT WHERE OCCURS. SEE PLAN FBI CONIC OR CMU WALL FMI`7 NORMAL•• ADD BARS TO MATCH NORMAL REINFORCING LINE OF EXCAVATION I I I I I I (4) # x L Inside face d d HID4 (3) #5 x LOutside face ° #4 ((JyJII 10" oc #4 x'j@ 10" oc 300 a ae HD I I Wall and reinforcing per other foundation details 6 5 Garage Pier Plan View 1 1 /2" = V-0" -Shear Transfer'A' - a° °` - - - - - - 308' - 8'� d- S300 Ties per 10/S300 ;° ` - �; °_ a #4 @110" oc Horizontal. See 10/S300 #5 x L See 1 O/S300 q ° Slab -on -grade Driveway by others 0/ Garage a 306' - 9 1 /2" ° 9 d a'. (4) #4 Ea way bottom ad a; _ d - Section Through Garage Pier 1 1 /2" = V-0" o c C) o 00 L r� - N F � o Z a N 0 U O W U n , �V D 0 o 0� U �a Lo � C) \ LU C? co C) I-- N 0 Z n' W S O 00 -0 OWN- o . — � W U)W �W O Cn prE W a VJ Cn EC / U Uj I-_ C) a 0 a ICU Cf) ULQ o d o x 0 L O Ir in D_ O 0- U Cl) �Q) C0 o cn � z V v �0� (3)V� U-) °' �+ o oN Q' T' o c � � a U) c O C '5; O U U) N p O Z TLE L SConE re eHET l and RECEIVE Apr 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT In SCALE: CHECKED BY: �--+ As indicated JGS EDATE: PROJ. No: 22-0325 21-061 SHEET No: U) S300 C F G. s �tt1111 o W o ° ti 19 0 tt z 111 z Shear Wall Shear Wall 28168 ,� w F ShearTransfer'A' `S 0 EN Shear Transfer'C' Floor Sheathing ANAL E ` 22-0325 s.1 ~ 1 _ _ Main Level _ _ _ EN _ _ Main Level A 308' - 8° V Added #4 at top of wall a /- Slab -on -grade BN V 308' - 8" ° Structural wall °- /N z 0 a _ Z a" N LSL Rim O Anchor bolt per 20/S600 ' ° _ - A _ Garage d " - - g 00 b #4 18" OC - - - - - • = °� _ _ '-b° • ° 306' - 9 1/2"� Shear Transfer'B' ^, � W o 6" Retaining wall w Added #4 at top of wall , 4, �?o o o o o o ?o' D o o o o o EN U o LU �D , DR o Q a, o 0 0 0 0 0 0 0 0 0 0 0 0 I -Joist o 0 ° - #4 x J _@ 18" oc alternate hooks 0 Q 6 Stem wall d_ Shear Wall rn o ° ° d Slab -on -grade _ Shear Transfer'A' > d : a #4 18" oc HorizontalLi w @ Gara e - - - ° - -- - - Garage ^^,, 306 9 1/2" d ° - - - - - - EN - - - - - 306 - 9 1 /2 W 0 0 0 0 0 0 0 "° a 0 0 0 0 0 oc as °b° _ Added #4 at top of wall b_d a W a ° 9 ° #4 J 8 oc alternate hooks F x @ 1 Uj d ° ° • °_ = y , }� U Q 6" Stem wall U ° Finish grade Footing ..b n Q' Elevation Varies e - Q - ° Finish grade d d " oo Elevation Varies .. � _ cn ° o a -d. d III II (2) #4 Continuous _ °' Q ., #4 x @ 18" oc a °, o nish grade 6" CD ° Elevation ton Varies ° z - & ----- (3) #4 Continuous ° a ° T d ' d e a � op an Bottom _ - - -a- -•, •�_.-.`„- III - - \•-+°--°- lii II Continuous Footing 1' - 0" 6" 1' - 6" #4 @ 18" oc 3' - 0" Footing 6" 6" 6" n Section Through Garage Storage Wall n Garage Footing n Joists Perpendicular to Pony Wall 11 /2" = 1'-0" N C0 o 4 w � z �0� Ln Shear Wall }� 0 oN ■ ' > �. Shear Wall Shear Transfer'A' Shear Transfer'C' ,—I Shear Wall Shear Transfer'C' Floor Sheathing Shear Transfer'A' ,—I p C Shear Transfer'C EN CD O 0 EN Floor Sheathing 2x Flat blocking @ 2'-0" oc Floor Sheathingfl- EN BN Main Level BN Main Levu BN Main Level 308' - 81, - - - - - - - - - - 308' - $�� r Ripped PT - - - 308' - 8° m PT Plate Plate M LSL Rim Added #4 at top of wall - - - - - Added #4 at top of wall ------------ Shear Transfer'B' ° Q -Joist Finish grade � _ • ° g . `_•- : -°, Finish grade e °• 3CWe-v@rtion varies ° m o � I -Joist PT Plate a - ' '° ° I -Joist 7110 -Joist Blkg ° - Shear Transfer'A' d °a ° #4 @ 18" oc - ITS' Hanger Added #4 at top of wall #4 x J _ @ 18" oc alternate hooks ° - #4 x J _@ 18" oc alternate hooks c 6" Stem wall n 6" Stem wall 6" Stem wall #4 x J _ @ 18" oc alternate hooks ° Finish grade #4 @ 18" oc #4 @ 18" oc Q Elevation Varies ° 2 - - - - - - Garage - - - - - - - - - - - - - - - Garage L - - - - - _ a - - - - - Gara_ge 306' - 9 1 /2" 306' - 9 1 /2" V 306' - 9 1/2" 0 2 -- -14 b-° Finish grade b- d Elevation Varies - b • Finish grade Finish grade 4 4 Elevation varies Q d` _ _ _ _ _ c ° ° z 41 00 v ° , 4` ", - � °•' - d - - O #4 Continuous ° d g--- 8- O 4 Contrnuous ° d O 4 d a d - 2 ,, d .q d T 2 # d d ° e 2 # Continuous SHEET TITLE 10I- d" `° L Foundation DRE C E I V E D LL j4_ I � Apr 05 2022 7L CITY OF EDMONDS DEVELOPMENT SERVICES Footing 6" 6" 6" Footing 6" 6" 6" Footing 6" 6' 6 L. DEPARTMENT 1'-6" 1'- 6" 1'- 6" O SCALE: CHECKED BY: Ir �--i 1 1/2" = 1'-0" Checker DATE: PROJ. No: 22-0325 21-061 SHEET No: n J0ists Parallel to Foundation Wall With Rim n Joists Parallel to Foundation Wall osts eIcu ar to Foundation a 1 1/2" - 1'-0" 1 1/2" - 1'-0" n 1 1/2" V-0" S301 (n Shear Wall Schedule - Doug -Fir (1) (2) Nailing (3) Lumber Shear Transfer Mark Sheathing Capacity Min Stud & Rim or Blkg 'A' 'B' 'C' 'D' (8) To I(6) Edge Field Blkg @ Panel PL PL's Thickness Below Sill PL to Blkg to Sill PL to Shear Wall Edges (4) (5) Shearwall Conc.(10) Top PL Rim/Joist/Blkg Intersections (7) P1-6 15/32" APA Rated sheathing, one side 0.148 x 2 1/2 @ 6" 0.148 x 2 1/2 @ 12" 2x 2x (2) 2x 1 1/2" 5/8" @ 36" A35 @ 24" or LTP4 @ 24 (1) Row 0.148 x 3 1/4 @ 4 0 148x3 1/4 @ 8" 310 PLF P1-4 15/32" APA Rated sheathing, one side 0.148 x 2 1 /2 @ 4" 0.148 x 2 1 /2 @ 12" 3x 2x (2) 2x 1 1 /2" 5/8" @ 32" A35 LTP4 4 @ 16" or (2) Rows 0.148 x 3 1/4 @ 4 0. 148x3 1/4 @ 8" 460 PLF 3x 2x A35 @ 12" or LTP4 @ 12 (2) Rows 0.148 x 3 1/4 @ 4 P1-3 15/32" APA Rated sheathing, one side 0.148 x 2 1/2 @ 3" 0.148 x 2 1/2 @ 12" (2) 2x 1 1/2" 5/8" @ 24„ 0 148x3 1/4 @ 8" 600 PLF P1-2 15/32" APA Rated sheathing, one side 0.148 x 2 1/2 @ 2" 0.148 x 2 1/2 @ 12" 3x 2x (2) 2x 1 1/2" 5/8" @ 20" A35 @ 10" or LTP4 @ 10 (2) Rows 0.148 x 3 1/4 @ 4 (2) 0 148x3 1/4 @ 8" 770 PLF P24 15/32" APA Rated sheathing, two sides 0.148 x 2 1/2 @ 4" 0.148 x 2 1/2 @ 12" 3x 2x (2) 2x 3 1/2" 5/8" @ 16" A35 @ 8" or LTP4 @8 (3) Rows 0.148x31/4@4 (2) 0 148x3 1/4 @ 8" 920 PLF P2-3 15/32" APA Rated sheathing, two sides 0.148 x 2 1/2 @ 3" 0.148 x 2 1/2 @ 12" 3x 2x (2) 2x 3 1/2" 5/8" @ 12" A35 @ 12" & LTP4 @ 12 (3) Rows 0.148 x 3 1/4 @ 4 (2) 0 148x3 1/4 @ 8" 1200 PLF P2-2 15/32" APA Rated sheathing, two sides 0.148 x 2 1/2 @ 2" 0.148 x 2 1/2 @ 12" 3x 2x (2) 2x 3 1/2" 5/8" @ 8" A35 @ 10" & LTP4 @ 10 (4) Rows 0.148 x 3 1/4 @ 4" (2) 0 148x3 1/4 @ 8" 1540 PLF Shear Wall Framina Notes: 1. In addition to the typical wall framing requirements of 20/S601, provide framing at shear walls as indicated. Install sheathing on side of wall that Px-x mark is shown. 2. See general structural notes for Doug -Fir lumber grade required for studs and plate material. See schedule for sheathing and nailing required. Stagger panel joints each side of wall where sheathing is required both sides of wall. 3. Drive all nails flush w/ face of plywood. Tolerance is +1/16" to -0". Stagger nailing where necessary to prevent splitting of lumber. 4. All framing members receiving edge nailing from abutting panels shall not be less than sizes indicated. 5. Block all panel edges. 6. Plates on concrete shall be treated. See general structural notes. Sill plates to wood may Shea 17 be 2x material. 17 EN transfer 'C .z- E N 7. Connect sheathing & studs at shear wall intersections as indicated in wall intersection details. 8. Capacity based on seismic load. 9. See structural plans and elevations for locations of vertical and horizontal straps at wall openings. n Typical Wood Shearwall Framing11-011 TVDical Wall Framina Notes: 1. Provide typical wall framing indicated, except where noted otherwise. 2. See architectural drawings for fireblocking and backing for finishes and furnishings. 3. Use double sill plates at all window openings over 5-feet-wide, and at all openings where CMSTC type straps are required. Header End Nailing Nominal Depth 4 End Attachment (4) 0.148 x 3 1/4 6 (6) 0.148 x 3 1/4 8 (8) 0.148 x 3 1/4 10 (10) 0.148 x 3 1/4 12 (12) 0.148 x 3 1/4 14 (14) 0.148 x 3 1/4 16 (16) 0.148 x 3 1/4 18 (18) 0.148 x 3 1/4 EN Shear vvai, sheathing Rough Window Sill Horiz. Number Of End Rough Sills Required Attachment Ref. Opening 0 To 6' 1 (2) 0.148 x 3 1/4 20/S600 End Nail (2) 0.148 x 3 1/4 > 6' 2 End nail, + A35 ea 20/S600 end at ea sill VI IGaI• transfer 'Li Typical shear wall intersections c6 a (2) rows of 0.148 x 3 1/4 Q @ 24" oc staggered. a a� 0 Section Through Header LIV tJ11U0I Llansfer'D' 0.131 x 3" at 12" oc into joist, rim joist, or blocking Floor sheathing see framing plan for nailing (2) 2x Wall plates, UON Toenail rim joist to wall plates w/ 0.131 x 3" at 6" oc typ UON anuar IIan5ler f\ 0/0 Embedded 7" Use galvanized nails at treated plates I 1 II CQUCU I UU VV/ I IUL `W UULLUI 1 I. Embed xx" into stem wall or 3" from bottom of footing. G. 8168 AL 'Or VAL E� Note 5. ,Sheathing panels per shear wall ,schedule r1aLe wa5ner QC_V shear wall anchor bolts, typ. Joist, rim joist or blocking. See 10/S600 for size at shear walls Use 1 1/4" LSL Rim at non -shear wall UON. Edge nailing or Fill solid boundary nailing, typ. w/ studs or blocks, typ stud, typ. Stud size spacing and per plan Joint at CL of 4' - 0" Splice UON (2) nails ea Header size per plan Rows side of of (6) 0.131 x 3" (3) 0.131 upper joint at End splice typ UON Typ each Header end nailing see schedule 0.131 x 3" nails @ 12" oc Typ @ all kings and trimmers King studs see plan - A 35 Where required see schedule (3) 0.131 End Typ each x 3" nails. stud 0.131 x 3" at 12" oc Plate nailing away from splice, typ Header size per plan rM e Add studs for eqL or greater width where multiple sti or post above, tyl 0.131 x 3" at 12" oc. Typ at multiple studs x 3" nails. stud 11 c a ` \ Window 17- Rough windowsill see schedule Trimmers see plan Door Number of trimmer and king studs per plan 5/8" Dia AB at 48" oc and 9" from ends of plate. Embed 7" or slab thickness minus 1" / 2x Treated plate, UON - Top of concrete OWN > R ads I- 22-0325 E L O 4- N U N U) 0 E w co W U r y Q tsa 0 0 LO 00 r` r` N N LO 0 0 0 N 0 00 rn v� c 0 w C6 U w U Q 0 fl� co �o LO d 0 0 x 0 o in T OD- 0 n U N � (D C0 o cn z 0 V v � 0T 0 M lc� U-) 3 CD °' -W o oN .� > „ T' o 0 m 0 0 z Typical pi alTITLE W od RECFAIWE Framing Apr 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: CHECKED BY: 3/4" = V-0" JGS DATE: PROJ. No: 22-0325 21-061 typical Wood Wall Frami 3/4" = 1'-0" SHEET No: S600 Elevation Framing Notes: 1. xK+xT indicates the number of Kings and Trimmers 2. See framing plans for shear wall call outs. 6 cJ 3. See main floor framing plan for shear wall concrete HD call outs. D E F Top of 329apeet Roof PL n h �i 327' - 4" 0" Typ 'CSHP18' Typ Upper Fir 318'-22" Shear Wal EN Br LSL Rir ng Upper Fir� 318'-2" Shear Transfer 'B' EN .--tL-:-- Upper FI 318'-2" C rKl o c o 6 �n - 00 L r` r� - L N F � o Z a N 0 0 O LLJ U 0 � O ° � a U �� Q om oz N ° oZ 00 OWN< �o ■ > w �; LU U)�f of Ip�er Fir W O U' �I0 318' - 2" n/ E E� W a F U E w H cO 2 Q0 a _Main Level LSL BLKG EN I -Joist I -Joist � I -Joist I - co U 308 - 8 = o Q o Garage o Ir - 306' - 9 1 /2' V in a Structural Wall /L� ° n Grid 3 Elevation n Section Through Garage Head n Joists at Interior Wall n Joists Perpendicular to Interior Wall 1/4" = 1'-0" 1 1 /2" = 1'-0" 1 1 /2" = 1'-0" 1 1 /2" = 1'-0" N �(D C0 o 6 5 4 �Ccz � 0� F i O (3) +., cQo �■■� o oN ■ '> �. 1-10 0 CD 0 I -Joist Upper Fir 0111111L 318'-22" PSL Framing 2 1/2" Nail )f Joist n Section Through Entry �" 1 1/2" = 1'-0" Shear Shear Transfer LSLI Shear Transf Shear Shear V Shear Transfer'C thing �p�er Flr - - - - EN 318'-2" 1 BN Nail LSL Rim Shear Transfer 'E EN Shear Joists Perpendicular to Exterior Wall n Joists Parallel to Exterior Wall 1 1 /2" = 1'-0" 1 1 /2" = 1'-0" 2" >, block m Sheathing ►peer_Flr� 18'-2" U) c O > O N }' ry .2- 0 U) I -Joist ) oc ail O Z 4_0 •E SHEET TITLE L Wood Details RECEIVED Apr 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT OSCALE: CHECKED BY: �--i As indicated Checker �EDATE: PROJI. No: 22-0325 21-061 SHEET No: U) S601 E i B Ripped 4x rirr Shear Transfer' EI Shear V n Section Through Deck - Looking North U 1 1 /2" = 1'-0" Upper Flr 318'-2" Lumber Joist ?p 2'-0" oc toe nails Q io G. o c o 6 u7 - 0 a f� c r` - u7 L N F � o O '� Z a N Z 'LUS' Hanger O a o ULo Q om F- Field install 2x4 high and low to 2x10 Structural fascia N z 00 match truss tails �'�•• „� rn 2 (n Q o Truss blocking panel to be designed by the truss manufacturer per the elevation below ^, O70 U) C: `) VJ O = E Shear Transfer'B' Roof PL L W Q Structural Fascia 327' - 4" Uj No. C6 per 10/S602 EN F Roof truss E Uj w A34' Each truss a 0 Shear Wall Cn Truss manufacturer to deisgn the — U o truss blocking panel for 300 plf ASD Roof �= = LID Q o earthquake force applied at roof and resisted at the roof plate line XO 0 L inIr o Truss blocking panel Truss Blockina Panel Elevation Roof CornerFraming n Trusses at Wall 1 1 /2 = 1 -0, 1 1 /2 = 1 -0 1 Shear Wall EN Upper Flr - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Ripped 2x - - - �J 318'-2" Floor Sheathing—\ BN 12" Ripped 4x rim 'v M Shear Transfer'B' EN Shear W Section Through Deck - Looking East 1 1 /2" = 1'-0" (2) 0.131 x 3" toe nails Joist ripped from 2x12 Shear Transfer 'C' loor Sheathing BN LSL Rim Shear Transfer'B' EN ___ I -Joist Shear Wall N �Q) C0 o � cn � z O v 0 00 M^ V� U-) goo . _ , °' �oC: ��Q M m O Z 4_0 •E SHEET TITLE L Wood Details RECEIVED Apr 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT OSCALE: CHECKED BY: �--i 1 1/2" = 1'-0" JIGS �EDATE: PROJ. No: 22-0325 21-061 SHEET No: U) S602