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SEE REV1 APPROVED PLN BLD ENG FIR RESUB 1-Plan_Set+12.21.2021Property Information Project Type: New Construction Residence Owners: Kevin Keck & Heather Hathaway Owner Address: 538 Battery St Apt#508N Seattle WA 98121 Owner Phone: (775) 772-2630 Site Address: 15722 72nd Ave W Edmonds, WA 98026 Legal Description: Section 05 Township 27 Range 04 Quarter SW MEADOWDALE BEACH BILK 000 D-01 LOT 3 CITY ED SP NO PLN2014-0015 REC AFN 201612095001 BEING A PTN LOTS 25 & 26 EXST PLAT Assessor Parcel Number: #00513100002501 Zoning: RS-20 Setbacks: Side 35'-0" / 10'-0", Rear 25-0", Front 25'-0" Max. Allowable Building Elevation = 258.9' Proposed Building Elevation = 255.4' (See also Site Plan) Gross Floor Area Lower Level 1,690 SF Main Level 2,700 SF Total Conditioned Square Footage 4,390 SF Garage 863 SF Total Building Square Footage 5,253 SF Zoning / Land Use Calculations Lot Area: Building Pad Coverage for structures Allowable - 35% of Lot Area: Proposed House & Garage Proposed Decks & Patio Total Structural Lot Coverage: 5,310 sq ft < 10,961 sq ft Total Structural Lot Coverage: 5,310 / 31,316 = 17.0% Impervious Area Calculations 31,316 sq ft 2,946 sq ft 10,961 sq ft 3,929 sq ft 1,381 sq ft 5,310 sq ft Roof 4,861 sq ft Driveway 1,318 sq ft ROW Driveway 63 sq ft Patio & Walkways 1,021 sq ft Total Impervious Area 7,263 sq ft Total Impervious Area: 7,263 / 31,316 = 23.2% Project Team Architect Studio Zerbey 6522 9th Ave NW Seattle WA 98117 Phone: 206.930.5147 E-mail: kyle@studiozerbey.com Contact: Kyle Zerbey Structural Engineer Swenson Say Faget 2124 Third Avenue, Suite 100, Seattle, WA 98121 Phone: 206.443.6212 E-mail: bmozden@ssfengineers.com Contact: Brett Mozden, PE Landscape Architect Kenneth Philp Landscape Architects PS 2288 W Commodore Way #105, Seattle, WA 98199 Phone: 206.783.5840 E-mail: kstamm@kennethphilp.com Contact: Kwatee Stamm, PLA Civil Engineer CG Engineering 250 4th Ave S #200, Edmonds, WA 98020 Phone: 425.778.8500 E-mail: jaredu@cgengineering.com Contact: Jared Underbrink, PE Geotechnical Engineer Geotech Consultants, Inc. 2401 10th Avenue East, Seattle, WA 98102 Phone: 425.747.5618 E-mail: robw@geotechnw.com Contact: Robert Ward Arborist Lonnson Arbor Care 2616 169th St SE, Bothell, WA 98012 Phone: 425.891.1741 E-mail: lonnson@juno.com Contact: Lonnie Olson Surveyor LDC, Inc. 20210 142nd Ave NE, Woodinville, WA 98072 Phone: 425.892.9588 E-mail: vownsend@ldccorp.com Contact: Vince Townsend General Contractor TBD Vicinity Map _ 156th ST Wr A � w � a ■ > Q w N Z .44 O U) I L ING SITE LU (D , ■ ■ N Energy Compliance path: Prescriptive, 2018 Washing State Energy Code Envelope Components: Vertical Glazing: Weighted U-Factor = .26 SHGC = .24 Skylight: n/a Wood Framed Wall: R-23 Below -Grade Wall: R-33 + 10TB Ceiling: Flat Roof = R-56 Shed Roof = R-66 Floors: R-50 Concrete Slab: R-20 Ventilation Heat Recovery Ventilator integrated with Air Handler Heating & Fuel System Design Criteria: Heating: 52,200 BTU/hr Cooling: 41,200 BTU/hr Design Temp Heating: 24°F Design Temp Cooling: 82°F System Components Combination Boiler min. AFUE 90% with Storage Tanks for Hydronic Radiant Heat and Domestic Hot Water Heat Pump for Forced Air AC with Air Handler Heat Reovery Ventilator integrated with Air Handler ABBREVIATIONS This list is provided for reference. Not all are used in these drawings. ABV above ADH adhesive ADJ adjustable AGG aggregate A/C air conditioning ALT alternate ALUM aluminum ANC anchor, anchorage AB anchor bolt ANOD anodized APX approximate ARCH architect (ural) ASPH asphalt AUTO automatic AWN awning BD board BIB blown -in blanket (insul.) BLDG building BLK block BLKG blocking BLW below BM beam BO bottom of BOF bottom of footing BOT bottom BSMT basement BTW between BUR built up roofing BVL beveled CAB cabinet CRPT carpet (ed) CLK caulk (ing) CAS casement CB catch basin CLG ceiling CT ceramic tile CIR circle CLR clear (ance) COL column CONC concrete CMU concrete masonry unit CONT continuous or continue CJT control joint CORR corrugated CUFT cubic foot CUYD cubic yard DP dampproofing DTL detail DIA diameter DIM dimension DW dishwasher DIV division DR door DH double hung DS down spout DRWR drawer DT drain tile DWG drawing d nail size EW each way E east EL elevation EQ equal EQUP equipment EXCV excavate EXH exhaust EXIST existing EXT exterior FD floor drain FOC face of concrete FOF face of framing FOM face of masonry FOS face of studs FBD fiberboard FGL fiberglass FIN finish FFE finished floor elevation FA fire alarm FE fire extinguisher FPL fire place FLSH flashing FLR floor (ing) FLUOR fluorescent FT foot, feet FTG footing FND foundation FIRM frame (d), (ing) FBO furnished by others FUR furred (ing) Applicable Codes - 2018 International Building Code - 2018 International Residential Code - 2018 International Mechanical Code - 2018 International Fuel Gas Code -2018 International Fire Code - 2018 International Existing Building Code -2018 International Property Maintenance Code - 2018 ICC Performance Code - 2018 Washington State Energy Code - 2018 Uniform Plumbing Code - Edmonds Community Development Code Title 19 - WA State Amendments to ICC Codes as applicable Fire Protection Notes 1. Dwelling to be sprinklered with NFPA 13D approved System. 2. General Contractor to provide design build shop drawings for Architect review. 3. See Survey for Nearest Fire Hydrant at lower right hand corner of drawing 4. All Smoke and Carbon Monoxide detectors to be hard wired and interconnected with battery backup. Energy Credits Medium Dwelling Unit (6 credits required) Option # Description Credits 1 Fuel Normalization Credit 1.0 Dual Heat Pumps 1.3 Efficient Buildling Envelope 0.5 Vertical Fenestration U = .28 Floor R-38 Slab on grade min. R-10 perimeter and under entire slab 2.2 Air Leakage Control & Efficient Ventilation Oations 1.0 Reduce the tested air leakage to 2.0 air changes per hour maximum at 50 Pascals 3.5 High Efficiency HVAC Eguipment Options 1.5 Air -Source centrally ducted heat pump with minimum HSPF of 11.0 4.1 High Efficiency HVAC Distribution System Options 0.5 All mechanical equipment is located in conditioned space Duct leakage shall be limited to 3 cfm per 100 square feet of conditioned floor area 5.4 Efficient Water Heating Options 1.5 Electric heat pump water heater meeting the standards for Tier I of NEEA's advanced water heating specification 01-11-2021 Plan Review NOTE: Approved with Condition: 1. A residential fire sprinkler system is required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. Provide a minimum combination water service of one inch (1") meter and one and one half (11/2") service line, or show that domestic and fire protection needs can be met with a smaller service. (EMC 19.05.020 B 2) Deferred Submittal: 13D sprinkler DFM Burt Total Credits 6.0 Approved DFM chr- s gust South County Fire Date: 01 /11 /2022 Design Criteria Dead Load: 25 psf Typ. Live Load: 40 psf Typ. Snow Load: 25 psf Wind Speed (d) 100 mph Ultimate Wind Exposure C Seismic Category D1 Weathering Moderate Frost Line Depth 18" for Primary Structures 12" for Porches/Decks Termite Slight to Moderate Winter Design Temp 270F Mean Annual Temp 50OF Air Freezing Index (i) 175 Materials & Structural Specifications: See General Structural Notes S1.1 Geotechnical Report: Geotech Consultants Report JN 17557 dated October 16th, 2017 Site Class Type D (Stiff Soil Class) Soil Bearing Capacity = 3,000 psf Shop Drawing Reguirements After review and approval by the contractor, shop drawings shall be forwarded to the architect for supplemental review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. Architect will not accept shop drawings from sources other than the contractor. If the contractor fails to provide submittals as required by the instruments of service, the owner shall defend, indemnify and hold harmless the architect from any and all claims, loss, liabilities, costs, expenses or damage caused by, or arising out of errors or omissions in the instruments of service that would have or could have reasonably been discovered by the architect if the architect had performed the submittal review. Shop Drawings Required: Fire Sprinklers Structural Steel Metal Fabrications Exterior Windows and Doors Cabinets & Built-ins HVAC Systems Hydronic Radiant Heat Tube Layout General Notes 1. Scope: These drawings are of limited scope and do not cover all construction details, conditions, finisheds or practices. The contractor is asumed to use good judgment in the execution of these documents. Studio Zerbey, LLC shall not be responsible for any errors or omissions from the misinterpretation of these documents. 2. Contractor shall provide all work indicated on the drawings and described in the specifications. The work indicated on the drawings is to be governed by all relevant sections of the specifications through cross references may or may not be stated explicitly. The drawings and specifications are complementary to each other. What is described or indicated on one is binding as if called on in both. 3. All work shall conform to all applicable codes and ordinances. 4. Do not scale drawings: use calculated dimensions only. Verify existing "as -built" dimensions as req'd. 5. Dimensions measure to: Face of Stud (FOS), or Face of Furring (FOF), or Face of Concrete Masonry Unit (FOM), or Face of Concrete (FOC), or Grid Line, or Center Line, or Otherwise as indicated on the draw' n s SPECIAL INSPECTION REQUIRED: GA gage, gauge MFR manufacturer PT pressure treated preservative TEL telephone GAL gallon MO masonry opening PL property line TEMP tempered GALV galvanized MAX maximum PH toilet paper hanger T&G tongue & groove GL glass, glazing MAS masonry TO top of GLB glue laminated beam MECH mechanic (al) QTY quantity TOC top of concrete GT grout MC medicine cabinet QT quarry tile TOW top of wall GIRD grade grading MED medium TB towel bar GWB gypsum wall board MDO medium density overlay RAD radius T tread MBR member REF reference TS tubular steel HDW hardware MMB membrane RFL reflect (ed), (ive), (or) TYP typical HDR header MTL metal REFR refrigerator HTG heating MWK millwork REG register UL Underwriters Laboratories HVAC heating/ventilation- MIN minimum RE reinforced UNF unfinished MIR mirror RA return air UNO unless noted otherwise MISC miscellaneous REV revision (s), revised HT height air conditioning R riser VB vapor barrier HC hollow core NOM nominal RFG roofing VAR varnish HOR horizontal N north RM room VERT vertical HB hose bib NIC not in contact RO rough opening VG vertical grain NTS not to scale VIN vinyl sheet IF inside face (of) NO,# number S south VRN veneer IN inch INCL include (d), (ing) O non -operable window section SC solid core WL wall ID inside diameter OC obscure SCH schedule WC water closet INS insulate (d), (ion) Oon center SCN screen WH water heater INT interior OF outside face (of) SECT section WP water proofing INV invert OP opaque OPG SGD sliding glass door SHTH sheathing WR water resistant JNT joint opening OD outside diameter SHT sheet WWF welded wire fabric JST joist SH shelf, shelving WWM welded wire mesh SIM similar W west KID kiln dried PNT paint (ed) SKL skylight WIN window KIT kitchen PBD partical board SLB slab W/O without LB pound PRT partition (ing) SLID slider (ing) �// with LAM laminate (d) PVMT pavement SPEC specification WD wood LAV lavatoryPERF perforate (d) PLAS taster p SQ square X operable window section LH left hand STD standard LT light PLAM plastic laminate STV stove LF lineal feet PLT plate STL steel LL live load PCC precast concrete STIR structural LVR louver PCF pounds per cubic foot SA supply air PLF pounds per lineal foot SW shear wall PSF pounds per square foot SYS system PSI pounds per square inch PBF prefabricated PRF preformed 1) Soils 2) Installation and construction of pin piles 3) WABO certified welder 4) Anchor bolts 5) Structural Steel 6) Bolting 7) Epoxy CONSTRUCTION l� CONTINUOUS WOOD FRAMING WOOD BLOCKING U METAL FRAMING CONCRETE MASONRY UNIT COMMON MATERIALS CONCRETE COMPACTED GRAVEL INSULATIONBLOWN-IN ■■■■■■■■■■■■■ INSULATION - RIGID MMIFINISH ............. ............. ••. Sheet Index Cover Sheet & Site Information STUM0 ZED o EY Architecture + Design A001 Cover Sheet BT-01 Survey C1.1 Civil Cover Sheet & General Info REGISTERED 9844 C2.1 Temporary Erosion Control, Demo Plan, Details ARCHITECT C2.2 Temporary Erosion Control Details C3.1 Grading and Drainage Plan and Details K le J. Ze e--YY STAT OF WASHINGTON C3.2 Grading and Drainage Details, Underslab Drainage Plan C4.1 Water and Sewer Plan and Details C4.2 Water and Sewer Details JURISDICTION APPROVAL STAMPS F - - � A002 Tree Retention & Protection Plan A003 Vicinity Map I I I I Plans A100 Site Plan I I I A101 Foundation Plan I A102 Lower Level Plan I I A103 Main Level Plan I I I I A104 Clerestory Plan I I A105 Roof Plan I I Elevations I I A201 East/West Elevations I I A202 North Elevations .......... I -.-.-.-.-.-.-.-.-.-.-.-.-.-.-.I..-. .... = The following documentation shall be available n ' A203 South Elevations = site for thel building inspector: I ' Sections - ■ A301 Sections ■ COE P I ROVED ARCHITECTURAL PLAN SET I ' A302 Sections 0 COE APPROVED STRUCTURAL PLAN SET � A303 Sections COE REVIEWED CALCULATION PACKET Windows &Doors ENERGY CREDIT WORKSHEET A601 Window & Door Schedules ■ ITE PLAN Structural IVI PLAN ■I -I ■ S1.1 General Structural NotesEl ' S1.2 General Structural Notes t Pile Plan ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 Structural Foundation Plan S2.2 Main Floor Framing Plan APPROVED BY PLANNING S2.3 Lower Roof Framing Plan o S2.4 High Roof Framing Plan S3.1 Typical Concrete Details May 02 2022 S3.2 Foundation Details S3.3 Foundation Details S3.4 Foundation Details S4.1 Typical Wood Framing Details S4.2 Wood Framing Details S4.3 Wood Framing Details S4.4 Wood Framing Details S5.1 Typical Steel Details S5.2 Steel Details Landscape L2.0 Grading Plan L4.0 Planting Plan L4.1 Planting Schedule City Of Edmonds Building Department ------------------------ Work NEW SFR Address 15722 72ND AVE W Owner KECK Approved Date 2/15/2022 Building Official !7 W. X Permit Number BLD2021-0985 APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE RESUB Dec 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Puget Sound Residence VIEW MARKERS MISCELLANAEOUS 15722 72nd Ave W A301 SECTION CUT <ID> WINDOW / DOOR I.D. Edmonds, WA 98026 DIMENSION A2o2 ELEVATION e CHANGE MARKER PROJECT #: 2011 SHEET SIZE: 24" x 36" ELEVATION MARKER REVISIONS: 4 A401 2 INTERIOR ELEVATION Permit Set 07/09/2021 e Permit Corrections 12/15/2021 0 DIAMETER 3 303 DETAIL CUT SQUARE p@ AT GRID LINE CENTER LINE 4 EXHAUST FAN IS �� SMOKE & CARBON MONOXIDE DETECTOR HARD WIRED W/ BATTERY BACKUP & Cover Sheet INTERCONNECTED TO ALL SMOKE/CARBON AND HEAT DETECTORS HEAT DETECTOR A001 1H HARD WIRED W/ BATTERY BACKUP & INTERCONNECTED TO ALL SMOKE/CARBON AND HEAT DETECTORS Printed: 12/20/2021 © 2021 studio zerbey, Ilc II 1 G NO \ I \ I , PROPERTY ADDRESS: OWNERS: \`\ 15722 72ND AVE W. KEVIN KECK & - EDMONDS, WA 98026 HEATHER HATHAWAY \ \--- 272 0 5' 10, 20' FLOOR AREA LOWER LEVEL: 1,690 SF MAIN LEVEL: 2,700 SF TOTAL CONDITIONED: 4,390 SF GARAGE: 863 SF TOTAL HOUSE: 5,253 SF IMPERVIOUS SURFACES / HOUSE / GARAGE / YARD: 5,945 SF DRIVEWAY: 1,318 SF CATCH ,,`�; \\ ,'' TOTAL: 7,263 SF HEIGHT CALCS EXISTING GRADE AT PLANNED PROJECT RECTANGLE: A = 222.5' B = 227.25' C = 239.5' D = 246.25' TOTAL: 935.5' AVG GRADE = 233.9' (935.5 / 4) MAX. ALLOWABLE ELEV.= 258.9' PROPOSED ELEV.= 25s.' 257.0' (SEE ALSO ELEVATION DRAWINGS) .�, ------ \ \ STUM0 ZERBEY Architecture + Design 9844 REGISTERED ARCHITECT STATEIOF VIIASHINGTON JURISDICTION APPROVAL STAMPS r— I I I I I I I I I I I I I I I I I I I I I I I I BASIN (EXIST.) i \--- --- I I , IRRIGATION CONTROL / I /' STRUCTURAL COVERAGE2 I I VALVE TO BE RELOCATED % \\ 68 , \ I I I I ❑J (EXIST. / 10 LOT AREA: 31,316 SF L EXIST % % ;/ ; \\ ALLOWABLE COVERAGE: 35% I I C, NEW HOUSE & GARAGE: 3, 929 SF I I / i i / L———————— — — — — — N� / \ ICVo v ; NEW DECKS & PATIO: 1,381 SF it TOTAL: 5,310 SF '-_ 1 / ` \ ' I /� ' / / / \ I y T co PROPOSED COVERAGE: 5,310 / 31,316 = 17.0% APPROX. LOCATION OF 1997 -- \ ,LANDSLIDE REPAIRED \ 1 ` \ I I M / \ --- SEE GEOTECH REPORT: 246.25 / \\ "JN 13245 - GEOTECH CONSULTANTS" \� ` `\ `, `\\ .' �' I \\ �7 i y `,DATED OCTOBER 9, 2013 y SEWER PUMP `\ `.. �` T.O. WA L: 11 \I I S�/e \\.\GFESjATION \ ` I T \\ --' 242' 0" \ R \ / `\ \`� \ \ �,\-i, \ \ \ \ \ \ \ 2\ °Ia N \ 0 v v 00 `v \ °\° 24 \ \ RS 20Zone Comer - - Flag gT.O. WALL: - Cl\\ l - v v v tor, o v Setbacks: Required Actual Fo �A \\ \ w \\\\ \, 2s2 , 10/35 88 �• East - -- -- -- \ \ \ I I ---------- ------- SSCO 't17"� / / // / ��` V v 242 `v `v �(EXIST.)I II West 10/35 100+ ` I I -------- CID 244.43' ` I --North ' ' �✓ �IIII I I , 1� I I 1' vI \ o\J \� ` vv �� v \ � , ----- - -10/35 19.6 sD sTu ---------- .---- , ATUM BENCHMARK 10/35 15.645 F 241 (EXIST. POINT: RIM @ 260.08' .8SSMH 'SSMH •-----------lCAT H (EX7SSouth BA IN T.O. WAIL: --`-EEI�T�--------- 25 23.1 ST.)' \?46-0w CANTILEVERD DECK Height •-----------STRUCTURE 1,T , PROJECTION OVER SS T B \ o - - SETBACK; SEE A101 `.(EXIST.) FR ,--- ----__ II -' FOUNDATION PLAN \\ _ .O. WALK TEST PIT N v �� ` v v �v v vv ♦ v `vv� �v � M LOCATION � yti^ " a � v ` v �v �v v vvv v vv `vv vv vvv vv vv v N 147. C ,64' / \ o ° G :��;_ �� v WALLS; SEE ( ) RETAINING \ \ \ STRUCT. SITE STABILIZATION . . ` �� `v ,q_, ,-v ` ` v♦ v ` `♦ ` `v ` ` V -- — ----- \ PILES; SEE STRUCT. AI V ` ` y y ' v \ v v v v v v� 0 'rr )34" M T.O. SUBFL /_ V A / $�• v ` \ r — �i 241'-2 1/2"__ T.O. SLAB 3 TES4GMAESTv ER P. \ B R INr \ / 6- ELEC. ti, LOCATI \ \ \ � � � � 3 o I z - .. �. 199 \ CUTOFF DRAIN - 117.6" A A . METER �i; '"' 'SEE C3.1 `v ' \ � � V A •" _ > - ; -v� v Q ' `\ `\ i 1 ' gA14.7" M 24.7" M 13" i \ r\ \o \ 1 I I I II II 'I II II I I it �l N 23.4" A A V �� � I I I\ o V7 v Y'`w 22� QP�i :18.5" A k 1 II 5� —\ E II IIA� \ — - ,;_ v 1 , V i Il, 239. A V nM \ / I \ _ / 228'-1 3/4" t ' I I I ---- ' _— i A _-... - I �� �� 9 ` T.O. DECK , �` T.O. WALL _ :�i;'` - , \E \ I_ BELOW: 234 0 vy 01- 18" j - _:,yam sr t J� I� � �� ��33.4" Mvv o E � �� � r v ` 2Z6 � APPROX. LOCAT ON ' '' v`v ne'v f TBAC-1 , i 1 OF EXISTING CU O �/ - 1 E I N \ / I! l l l I r l I r r.' I I I I I I I v A - DRAIAL j l i i i i i i i i i i i i l i i i II it vA\ ------ V 0 \\ `\ \, \\ \ N l l l I I i i II I i vI vv vv ` ` V' --'- 5 --_�� �orO� TREES TO BE REMOVED, TYP. I 1 1 \ \ \ \ \-----`L _ o -----B cS! —SEE A002 TREE RETENTION & r 227.25 PROTECTION PLAN - � Via? ; I I 1 1 1 V v v v\ _228-- JQ' C603 / — � �47 .F05CANTILEVERED DECK27 I / I ----- I STRUCTURE PROJECTION \ OVER SETBACK AND PRIVATE V A V A A V A A \ \ V A V A ` V A A \ V A A ` \ V A ,.— — � _--- A •' / / / / I I I I I , I I / / �r ----__------ DRAINAGE EASEMENT; SEE A101 FOUNDATION PLAN ----------------- -- --_--___ 10' UTILITY EASEMENT (AF. NO. 201603295002) \ ` J CATCH BASIN \� CATCH (EXIST.) BEXS IN ❑TEL, (EXIST.) \ 0 11" M Cv vv I II (EXIST: 0,J El<❑ TEL 1 1 EXIST.) SEE CIVIL 8 M `\ \ ` PV CONSTRUCTION PLANS (EXIST. FOR SITE GRADING, \ UTILITY IMPROVEMENTS, AND ENGINEERING REQUIREMENTS. \----------- -- ENGINEERING DIVISION % APPROVED AS NOTED -------------------- � I / �/YyV1&-%5/06/2022.'' 1 260 REFER TO APPROVED CIVIL ; CONSTRUCTION PLANS FOR / I , � ENGINEERING REQUIREMENTS ----- FIRE HYDRANT (SEE SURVEY) _---262 _-- - Site Plan (__1� RESUB Dec 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 PROJECT #: 2011 SHEET SIZE: 24" x 36" REVISIONS: Permit Set 07/09/2021 0 Permit Corrections 12/15/2021 Site Plan Al 00 Printed: 12/20/2021 © 2021 studio zerbey, Ilc SCALE: 1" = 10' / / Q Q Q Q Q Q �� / Q // STUM0 ZER o EY N 11 I N I I co 1 Q�'/ 11 � \ N / N N N 1 O/ N 1 �� N \\ rn 1 d 2 N�� 2 Architecture + Design / 30 , N \ 303 303 / 30 N 4'- I ° 1 17'-10" \\ 13'-2" I \ 8+_6" 5' 0" 8'-0" i i /35'-6" �O 2" BOF \\ I BOF M 1 1 I 1 O 224'-9" 1 \ \ / d 22T-9" 1 \ \ OF / / 9844 / 1 BOF \\ BOF REGISTERED 229'-3" ` 232'-3" 1 BOF AR HITE T m / ° BOA 1 / / I 1 1 235' 3" / tv , 22T-9" 1 o OF ' i' i 1 i / / N �/ 1 4'-6° III I �� 11 / _ STATE OF WASHINGTON 4- ° d ° d d d ° ° Q 4 d ° T m 'I I 1 °p Q J I A ' I I 1 I I 1 \ 1 I \ I I I I BOF \ / I Bb , F227'-9„ I , L `\ \ II \ I II I I 1 1 Z 'I I I I I � II � ' ` ` \\ \\ `� \\ ° � ` � \ / 2430'-3" I \ 1 O \ \ / BOF 1 \ LL1 \ \ \ 1 ` 2 / of 224'-9" \ \ \ X \ S 1 / LL \ �LL' 1 I II LLI I I I, I \< BOF I / I w 1 v ` 1 235'-3" — — — — — — — — — — — — — — — — — — a — — — — — r U �, - r I 301 / 1 ` Z ` v 194' 31 I � , I I I I vv v 1 �v vv O U BOF I 11 1 \\\ \` ` � 238'-3" y in BOF ° O 224'-9" `/ ° I I 1 I I \ \ I 1 \ I I a Q I u 1 d \ / BOBO ------------- / 194'' / 1 d \ BOF 229'-3" / o0 M 1 a I � ; ° 1I `\ \ �\ ` ` \ \ \ \ \ I1 \ \ BOF ' 208'-0" 1 BOF 4 BOF I i L \\ `\ 235'-3" ° SITE STABILIZATION 8,431/4 ' PILES SEE STRUCT. \\ \ SLAB ON GRADE I \ 4 24 2\� \` 2 OF m Ic`\ — — \\ \\ I — — — — — — — — — — — — — — — — — — — — — — — \ — �\\+ — — — — 203 II III\ w 22g 0" \`\\ `\\ CONDITIONEQ 2BO6" \\ \� \\ o j p I N v r v / 1 vv V w CRAWL SPACE `v I 1 `v � v SEE SITE rn �`� / ] `\\ `\\ SLAB ON GRADE \\ �`� I 1 �`. PLAN 237'-6" v �v L — _ vvv GENERAL FOUNDATION NOTES I `v BOF v ` %\ �5�F \ 1. See S2.1 Structural Foundation Plan I `\ CA \ \ \ 232'-3" `\` 2. Grades shown are existing grade ° ° 241 v �` °I aj / `, j/ \`� \` \ �\�\ 3. Footings shall bear on solid undisturbed earth or compacted ° J A A A A V 1 V A A �I / ;i \\ \\J �� 1 \\ \� I � structural fill at least 18 below lowest adjacent finished grade. LL / , \ ° \\ Footing depths and elevations shown on plans (or in details) are ` O I 202 - - - - - - - - - / - 1 _ \`- _ \ _ _ _ ,— \aTT = _ — — — — minimum and -for -guidance ont_The actual elevations of#oOting - — — — — — — 202 -I EXISTING PRIVATE / ° must be established b the Contractor in the field. DRAINAGE / / j vv v��� ° `v �v BOF EASEMENT BOF 1 \ \ i 23T-6" / vv `� vv p I � APPR X. LOCATION / , 224'-3h' / , \ ` \ �BOF OF ISTING DRAIN-- / BOF OF �`� ° ° 229'-3" TRENCH \ / / 5' 225'-3" 2215'-3" BOF 229' 3" — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — Dor EXIS G CATCH / / F '6 �/ 1 BOF `� 1 237'-6" ° \ BASIN / / 01'-6" ° �T22 7'-6" \ ` 5 — — — — — — I / / / I 1 / ' BOF � d 2 8'-6" /BOF 224'-3" \ _I BOF \ ,' 194'-6" I BOF 1 \ / 225'-3" p T — I p d 'k BOF � 1 301 F D DECK ABOVE \ EO ' ---'' V ° BOF / \ 195'-07 I ,' / T BOF \ 224-6'- \ BOF io 195'-6 I \ d ° ` ° 14 ° r \IL i BOF \\ \\ BOF \\\ \\ `\ \ X 228'-6" 225'-3" BOF J Q / 225'-3" / L BOF BOF \ Z\` `\ \ BOF BOF BOF \\ it I 228'-6" \`\ 0 229'-3" 232'-3" 235'-3" 236'-9" \ BOF \ J a I \\\ ; 238'-0' `\ 226 3" — — 4 — — — — — — — — — — — — 1 — — — — — II� I 1i V 1 II I V v` L �\ \ \ \ 1 BOF BOF `\ `\ `\ \ `\ \ 238'-0" OF 229'-3" 2�9 -3 1\\ I \`\� \\• `\ \\\ \\\ \\ ° ` 2 \ > I a V v♦ vv v v A\ ` A\ / I °BOF` I i \\ 228' 6" 240 ` LOW CONC. 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TIGHT _ `�O / o >u = ARCHITECT LINE` RAINAGE. SEE CIVIL —- -�I' — — — —\ We it 30„ SOFFIT 1/2" STATE OF �' r7 We JZe 1 ASHINGYY ON JURISDICTION APPROVAL STAM A011 PS O/1 / d BEDROOM 3 e \ PATIO1 I _DROPPED 9'-3" x 8'-3" 6'-6" x 21'-4" CLG @ 8' 76 SF w /11 139 SF o v 0 2' 4' gI I >O i EGRESS PER - Q I I Qj/ i IRCR310.1 v 1 I I w ¢ EXCEPTION 2.2 � I - � - - > - - - - - - - d �\ co i ` d \ 301 w I I LU II I w I I LU d GUEST SUITE - - -MINo I I I I I I I I z ' , ° ° °'- s' DROP CLG. @ o BATH 3 / z 18'-8" x 1 9" I I 330 SF o DS \ U II I ° ° ° BATH & BEDRM o �'-0" x I I I � ° 3 —II — — — II— I— — — —II— — — —°I-°— — — — — — — — — — — — — — — — — —o0' ; — — — — — — — — — �� — — — — I— — — — — 2 — — — — A I I 45SFl (SIC) ; / p MEDIA WALL L -----------------1 1 ° FbRE-MANUF. 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I I I I I I I 9844 REGISTERED ARCHITECT ------------ ------ ------------- -- J) STATE OF WASHINGTON ----------�------1 - - - -- I - - - - - - - - - - - - - - - - - - - - -- O JURISDICTION APPROVAL STAMPS IF I I I I 0 2 4 8 I I I I I I - - - - 1 301 I I I I I I - - - - - - - - - - - - - - - I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — L — — — — — — - I I I I I I I I II I I I DECK, & SEE A104FOR COURTYARD FLAT ROOF I I I I I I I -- -I- -- --------+-- -- --� -- -- I I I I I I 202 I I I I I (2) SOFFIT VENTS TYP. @ OVERHANGS - TYP. SRED__r;U00F — — — — — -F — — — — — I — — — — T_ — — STANDING SEAM METAL ROOF � - DRAINAGE MAT ICE &WATER SHIELD HT 1/2" FLY. SHEATHING PER STRUCT. FRAMING PER STRUCT. i 4" SPY FOAM (VB) TO R-26 AT SHTH; - 10" BIB INSUL. TO R-40 BELOW I -3/4"W0OD T&G - ---- -- -- --- --- --- ---- --- - — --- --- --- - — -- -- --- --- --- ---- --- - — — - --- --- - — - - I I I I — — I I I I I � 141 I I I I I I I I I I I 2 303 I I I I I I I I I I I I I I I I I I I I I I I I I I I I , I I , I I I I I I , I I I I I I I I , I I , I N I I I I I — — I I II I I I I I , I I , I I , I I I I I I I I I — I I I I i I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I 5 1 35'-6' I 2'- ' I I I O. ' ---- --- --- --- --- --- ---- --- - I — --- --- --- --- ---- --- --- --- --- --- ---- --- --- --- --- --- ---- --- --- — — — --- --- --- ---- --- --- �a �a II II II II II O O RESUB Dec 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Puget Sound � Residence 15722 72nd Ave W Edmonds, WA 98026 PROJECT #: 2011 SHEET SIZE: 24" x 36" — 10 REVISIONS: Permit Set 07/09/2021 0 Permit Corrections 12/15/2021 C7 C1 iV� __ GUTTER & _ DOWNSPOUT � O 2 � A302 � Roof Plan Al 05 Roof SCALE:1/4" = V-0" A105 Printed: 12/20/2021 © 2021 studio zerbey, Ilc b T-6" b 3'-6" b 4'-0" b 9'-0" b 4'-6" b 4'-6" b 23'-6" b 5'-6" b 12'-0" b 2'-0" b 30, 202 203 A301 METAL CHIMNEY 2 58'-10 3/4" DY SOLAR READY ZONE, SEE DY — — — — — — — — — — — — — MAX. ALLOWABLE HEIGHT PROPOSED HT. - 1 'h 10 STANDING SEAM METAL ROOF - - TYP. @ALL SHED ROOFS NOTE: FLOOR & ---------- GREEN ROOF PLANTINGS W/ ROOF ELEVATIONS MEASURE TO --------- - R HOSE BIB @ GREEN ROOF W201 W202 GRAVEL PERIMETER @ FLAT T.O. SHEATHINGROOF T.O. SLAB METAL FASCIAS, GUTTERS AND 2" DIA. DOWNSPOUTS 19'-6 3/8" — - — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Flat Roof _ _ _ _ _ _ _ _ _ 18'-6" T.O. PLATE LGEMENTITIOUS PANEL I I SIDING - TYPE 1 I O HOSE I I BIB a I LU ° opal w H w ono W w a00 al 0 I I I 0 2' 4' 8' i COLUMN @ W102 D101 COURTYARD W101 rIOUS PANEL � 3 -TYPE 2 n II I I I II II WOOD II FENCE II II GATE III�� I I I II II v II II I I ` a I U II a I I I I I I I I SEE ALSO 2/A301 FOR ELEVATIONS AT COURTYARD I I I I I I I I I I I I I I I I I I I I — — — I I I I 301 03 02 301 I OPEN --RAIN CHAIN WOOD SIDING v I T.O. PLATE 10'-3 3/4" Main Level 233'-10 3/4" AVG.GRADE 0" 230'-8 1 /4") Lower Level East Elevation r 1 SCALE:1/4" = V-0" A201 � 258'-10 3/4" MAX. ALLOWABLE HEIGHT B 1/4") ✓el STUM0 ZERBEY Architecture + Design 9844 REGISTERED ARCHITECT Krle J. Ze e_a�rr STATE OF WASHINGTON JURISDICTION APPROVAL STAMPS r—� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L — — — J RESUB Dec 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 PROJECT #: 2011 SHEET SIZE: 24" x 36" REVISIONS: Permit Set 07/09/2021 0 Permit Corrections 12/15/2021 East/West Elevations A201 0 2' 4' 8' West Elevation r 2 SCALE:1/4" = V-0" �A201 Printed: 12/20/2021 © 2021 studio zerbey, Ilc STUM0 ZERBEY Architecture + Design T f b 35'-6" 8'-0" 5'-0" 8'-6" b 13'-2" 4'-6" b 5'-6" T-10" b 4'-8" b 2 2 1 1 302 A303 303 302 0 2' 4' 8' CEMENTITIOUS PANEL SIDING -TYPE 1 (2) SOFFIT VENTS TYP. @ OVERHANGS TYP. FLAT ROOF GREEN ROOF PLANTINGS W/ GRAVEL PERIM. PVC ROOF MEMBRANE COVER BOARD RIGID INSUL. TAPERED AT 1/4" : 12" SELF -ADHERED VAPOR BARRIER 1/2" PLY. SHEATHING PER STRUCT. FRAMING PER STRUCT. WITH: 4" SPRAY FOAM INSUL. (VB) TO R-26 @ SHTH; 8" BIB INSUL. TO R-30 BELOW FOAM 3/4" PLYWOOD 3/4" WOOD T&G TOTAL ROOF = R-56 W118 FRONT PORCH EXISTING GRADE -' COMPACTED -- STRUCTURAL --- BACKFILL TYP. FDN. WALL @ CONDITIONED SPACE FREE DRAINING FILL DRAINAGE MAT WATERPROOFING CONCRETE PER STRUCT. 2" CONT. RIGID INSUL. TO R-10 --- FRAMING PER STRUCT. WITH R-10 THERMAL BIB INSUL. TO R23 BREAK - TYP. @ VAPOR RETARDER EXT'R CONC. WALLS 1/2" GWB W/ 2 COATS VAPOR BARRIER PRIMER TOTAL WALL = R-33 ENTRY JOISTS BEAR ON FRAMED WALL; _TYP. @ CRAWLSPACE EASTAND MECH. RM. NORTH WALLS 1 I I 1 14" TJI 1 1 1 1 CRAWLSPACE (CONDITIONED) FOOTING DRAINS PER 6/C3.2 EXPOSED CONC. @ STAIF STAIR 9 1/2" TJI IV i i i i i o STORAGE ® UNDER STAR i i i i i i 00 GLU-L, M BEAM (UP -TURNED) :CES ED )LL SHADES Off ICE 1 GLU-LAV BEAM (UP-TU NED) +-+-�-�-e -F- I TYP. FLOOR raD CANTILEVER - LARGE FORMAT TILE - 3/4" ECOWARM RADIANT PANELS - 3/4" PLY. SUBFLOOR - FRAMING PER STRUCT. WITH: - BIB INSUL. TO R50 - 1/2" PLYWOOD - WRB - 3/4" WOOD T&G - TOTAL FLOOR = R-50 METAL FASCIAS, TYP. W209 _ _ _ _ _ _ _ _ _ _ _ 1 T.O.V'PLATE i i i ---STEEL GUARDRAIL D103 W108 STEEL BEAM T.O. PLATE C_0L_ 7258'-10WABLE HT. NOTE: FLOOR & ROOF ELEVATIONS MEASURE TO T.O. SHEATHING T.O. SLAB 19'-6 3/8" Flat Roof 10'-3 3/4" Main Level 0" 230'-8 1 /4") Lower Level North Elevation SCALE:1/4" = 1'-0" OPEN ------------------ o REMOVABLE ELEVATED WALK a T4. SLAB ASSEMBLY 'PCONCRETE W/ POLISHED - ' _ FINISH - FINAL GRADE ------- - VAPOR RETARDER - 4" RIGID INSUL. TO R-20 MIN 4" COMPACTED FILL -----____ TOTAL SLAB = R-20 --_ 19'-6 3/8" Flat Roof 10'-3 3/4" Main Level 0" 230'-8 1 /4" Lower Level 7REGISTERED ARCHITECT Krle J. Ze e_a�rr STATE OF WASHINGTON JURISDICTION APPROVAL STAMPS r— L — — — — — — — — J RESUB Dec 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 PROJECT #: 2011 SHEET SIZE: 24" x 36" REVISIONS: Permit Set 07/09/2021 e Permit Corrections 12/15/2021 North Elevations 0 2' 4' 8' Section Fac. South @ Entry 2 SCALE:1/4" = 1'-0" A202 A202 Printed: 12/20/2021 © 2021 studio zerbey, Ilc STUM0 ZERBEY Architecture + Design 0 2' 4' 8' WOOD GUARDRAIL BEYOND STEEL GUARDRAIL --- STEEL COL. AND BEAM I I I I I I I I I 4'-8" T-10" 5'-6" 4'-6" 13'-2" 8'-6" 5'-0" 8'-0" 1 1 2 302 A303 303 ru I I I I I I I I I 302 A303 303 TYP. FLAT ROOF - GREEN ROOF PLANTINGS W/ GRAVEL PERIM. CAPPED ROOF PENETRATION - PVC ROOF MEMBRANE 12 rSLEEV�, SEE A105 - COVER BOARD 01 - RIGID INSUL. TAPERED AT 1/4" : 12" ,/2 12 - SELF -ADHERED VAPOR BARRIER - 1/2" PLY. SHEATHING PER STRUCT. - FRAMING PER STRUCT. - = - 4" SPRAY FOAM INSUL. (VB) TO R-26 @ SHTH; -- - 8" BIB INSUL. TO R-30 BELOW FOAM W207 __ - 3/4" PLYWOOD W208 CEMENTITIOUS PANEL- T PEII- TOTAL T O ROOF = SIDINGR-56 STEEL BEAM OPEN W004 TYP. FLOOR (ED CANTILEVER LARGE FORMAT TILE 3/4" ECOWARM RADIANT PANELS 3/4" PLY. SUBFLOOR FRAMING PER STRUCT. W005 BIB INSUL. TO R50 Q - 1/2" PLYWOOD - WRB - 3/4" WOOD T&G REMOVABLE D D ELEVATED WALK D D D D D ------------------ 0 2' 4' 8' D-------------- 112 i JiF1 / 1 k! I�l,lrIl1r1 �1 14" TJI i i ` EXERCISE 9 d a a P56ri254r i TYP. SLAB ASSEMBLY 4" CONCRETE W/ POLISHED FINISH VAPOR RETARDER 4" RIGID INSUL. TO R-20 MIN 4" COMPACTED FILL TOTAL SLAB = R-20 35-6" i TYP. EXTERIOR WALL 18'-6" — — — — — - SIDING PER ELEVATIONS T.O. PLATE 1/2" P.T. PLY. VENTING RAINSCREEN @ 16" O.C. WRB 1/2" PLYWOOD SHEATHING PER STRUCT. FRAMING PER STRUCT. CEMENTITIOUS BIB INSUL. TO R-23 ENTRY PANEL SIDING - 1/2" GWB W/ 2 COATS VAPOR BARRIER PRIMER TYPE 2 TOTAL WALL = R-23 WOOD FENCE — — — — — — — — — — — — — —__ T.O. PLATE CRAWLSPACE_-- (CONDITIONED) COMPACTED EXISTING GRADE 1/2" GWB STRUCTURAL - BACKFILL __--' -"' FINAL GRADE a I-' __---' TYP. FDN. WALL Cal CONDITIONED SPACE _ - FREE DRAINING FILL - DRAINAGE MAT _ WATERPROOFING - CONCRETE PER STRUCT. - 2" CONT. RIGID INSUL. TO R-10 4" RIGID INSUL. - FRAMING PER STRUCT. TO R-20 BIB INSUL. TO R23 VAPOR RETARDER 1/2" GWB W/ 2 COATS VAPOR BARRIER PRIMER TOTAL WALL = R-33 ,---FOOTING DRAINS PER 6/C3.2 Section Fac. North NOTE: FLOOR & ROOF ELEVATIONS MEASURE TO T.O. SHEATHING T.O. SLAB 19'-6 3/8" Flat Roof 10'-3 3/4" Main Level 0" (230'-8 1 /4") Lower Level South Elevation r 1 SCALE:1/4" = 1'-0" A203 a CUTOFF DRAIN PER CIVIL 19'-6 3/8" Flat Roof )'-3 3/4" ain Level 0" (230'-8 1 /4") Lower Level Dining Room 2\ SCALE:1/4" = 1'-0" A203 9844 REGISTERED ARCHITECT K le J. Ze e--YY STAT OF WASHINGTON JURISDICTION APPROVAL STAMPS r--- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L — — — — — — — J RESUB Dec 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 PROJECT #: 2011 SHEET SIZE: 24" x 36" REVISIONS: Permit Set 07/09/2021 e Permit Corrections 12/15/2021 South Elevations A203 Printed: 12/20/2021 © 2021 studio zerbey, Ilc STUM0 ZERBEY Architecture + Design TYP. SHED ROOF STANDING SEAM METAL ROOF DRAINAGE MAT ICE & WATER SHIELD HT 1/2" PLY. SHEATHING PER STRUCT. FRAMING PER STRUCT. 4" SPRAY FOAM (VB) TO R-26 AT SHTH; 10" BIB INSUL. TO R-40 BELOW 3/4" PLYWOOD 3/4" WOOD T&G TOTAL ROOF = R-66 1 V-7 5/8" TO EDGE OF STL. BM. INTERNAL DRAIN 2x10 TYP. WATERPROOF DECK - LARGE FORMAT TILE PAVERS -BISON PAVER TRAYS PEDESTAL STANDOFFS PVC MEMBRANE COVER BOARD RIGID INSUL. TAPERED AT 1/4" : 12" FRAMING PER STRUCT. 1/2" PLYWOOD 3/4" WOOD T&G 0 2' 4' 8' I I I I I I I I I I b 4'-8" b T-10" b 5'-6" b 4'-6" b 13'-2" b 8'-6" b 5'-0" b 8'-0" b 35'-6" b 1 1 2 302 303 A303 SOLAR READY RECESSED ZONE, SEE A105 VALLEY DRAIN - -- o1I 'Y2 12--- �4"�TJI —� 2'-0" L7 w o LIVING ROOM 14" TJI r / 9 1/2" TJI ]- 1]- -f M RECESSED N R 50 ROLL SHADE GUEST SUITE I I TYP. FLOOR ASSEMBLY i - LARGE FORMAT TILE - 3/4" ECOWARM RADIANT i PANELS OPEN - 3/4" PLY. SUBFLOOR e - FRAMING PER STRUCT. WITH: `. -=* - ROCKWOOL INSULATION 14" TJ I rn uj aw KI CHEWIL U) L BEDROOM 3 --'' F-- (2) SOFFIT VENTS TYP. @ OVERHANGS — I I 11 7/8" TJI TYP. EXTERIOR WALL PANTRY - SIDING PER ELEVATIONS - 1/2" P.T. PLY. VENTING RAINSCREEN @ 16" O.C. - WRB �- 1/2" PLYWOOD SHEATHING PER STRUCT. - FRAMING PER STRUCT. WITH: - BIB INSUL. TO R-23 - 1/2" GWB W/ 2 COATS VAPOR BARRIER PRIMER i KX TYP. CONCRETE + FRAMED WALLS CRAWLSPACE FREE DRAINING FILL (CONDITIONED) DRAINAGE MAT a WATERPROOFING CONCRETE PER STRUCT. " RIGID INSUL. R-20 _FOOTING DRAINS PER 6/C3.2 ' ----- - 2" CONT. RIGID INSUL. TO R-10 FRAMING PER STRUCT. WITH: BIB INSUL. TO R23 VAPOR RETARDER 1/2" GWB W/ 2 COATS VAPOR BARRIER PRIMER TOTAL WALL = R-33 R-10 THERMAL -BREAK - TYP. @ EXT'R CONC. WALLS 18'-6" T.O. PLATE �' 9'-1" Y T.O. PLATE EXISTING GRADE FINAL GRADE COMPACTED STRUCTURAL FILL NOTE: FLOOR & ROOF ELEVATIONS MEASURE TO T.O. SHEATHING H T.O. SLAB 19'-6 3/8" Flat Roof 10'-3 3/4" Main Level CUTOFF DRAIN _ PER CIVIL 0" 230'-8 1 /4 Lower Level Section Fac. North @Great Room I I I I I I I I I I b 4'-8" b T-10" b 5'-6" b 4'-6" b 13'-2" b 8'-6" b 5'-0" b 8'-0" b 35'-6" b 1 1 2 2 302 A303 303 A302 TYP. FLAT ROOF GREEN ROOF PLANTINGS W/ GRAVEL PERIM. PVC ROOF MEMBRANE r.n\/F:p RnARr1 SCALE:1/4" = 1'-0" 19'-6 3/8" Flat Roof 10'-3 3/4" Main Level 0" (230'-7 3/4") Lower Level 9844 REGISTERED ARCHITECT Krle J. Ze e_a�rr STATE OF WASHINGTON JURISDICTION APPROVAL STAMPS F I L — — — — — — — — — — — J RESUB Dec 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 PROJECT #: 2011 SHEET SIZE: 24" x 36" REVISIONS: Permit Set 07/09/2021 0 Permit Corrections 12/15/2021 Sections A301 Section Fac. North @ Bedrooms SCALE:1/4" = V-0" Printed: 12/20/2021 © 2021 studio zerbey, Ilc T T STUM0 ZED o EY Architecture + Design TYP. EXTERIOR WALL SIDING PER ELEVATIONS 1/2" P.T. PLY. VENTING RAINSCREEI - WRB - 1/2" PLYWOOD SHEATHING PER STF - FRAMING PER STRUCT. - BIB INSUL. TO R-23 - 1/2" GWB W/ 2 COATS VAPOR BARRI GAS FIREPLACE MANUF:SPARK MODEL: FIRE RIBB( VENT SINGLE VU CHIMNEY: DURAVE DIRECTVENT PRI TYP. FDN. WALL td) CONDITIONED SPACE BELOW GRADE, ADD: FREE DRAINING FILL DRAINAGE MAT WATERPROOFING ABOVE GRADE, ONLY: CONCRETE PER STRUCT. 2" CONT. RIGID INSUL. TO R-10 FRAMING PER STRUCT. WITH BIB INSUL. TO R23 VAPOR RETARDER 1/2" GWB W/ 2 COATS VAPOR BARRIER PRIMER TOTAL WALL = R-33 0 2' 4' 8' CHIMNEY (BEHIND); MAINTAIN 2" CLEARANCE 301 TO COMBUSTIBLES ON - i ALL SIDES 0 2' 4' 8' TYP. SHED ROOF - STANDING SEAM METAL ROOF - DRAINAGE MAT - ICE & WATER SHIELD HT - 1/2" PLY. SHEATHING PER STRUCT. 2 A202 - � -I — I. � . -1 —1 - 4" RIGID INSUL. TO R-20 COMPACTED STRUCTURAL FILL - MIN 4" COMPACTED FILL _ TRENCH DRAIN PER 8/C3.2 19'-6 3/8" Flat Roof �10'-3 3/4" Main Level 0" (230'-8 1 /4") Lower Level Section Fac. East @ Great Room / Bed 1 A 10 11 1 91-01, 4,_0" 3'-6" T-6" 2 301 TYP. SHED ROOF STANDING SEAM METAL ROOF DRAINAGE MAT ICE & WATER SHIELD HT 1/2" PLY. SHEATHING PER STRUCT. FRAMING PER STRUCT. 4" SPRAY FOAM (VB) TO R-26 AT SHTH; 10" BIB INSUL. TO R-40 BELOW 3/4" PLYWOOD 3/4" WOOD T&G TOTAL ROOF = R-66 GARAGE TYP. CONC. SLAB - BROOM FINISH ----- COMPACTED STRUCTURAL FILL EXISTING GRADE i Section Fac. East SCALE:1/4" = 1'-0" x w J 0_ 0_ 0 0 19'-6 3/8' Flat Roof 1 A302 9844 REGISTERED ARCHITECT K le J. Ze e--YY STAT OF WASHINGTON JURISDICTION APPROVAL STAMPS r --� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — RESUB Dec 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Puget Sound Residence 15722 72nd Ave W 10'-3 3/4" I Edmonds, WA 98026 Main Level PROJECT #: 2011 SHEET SIZE: 24" x 36" REVISIONS: Permit Set 07/09/2021 e Permit Corrections 12/15/2021 0" (230'-8 1 /4") Lower Level @ Garage SCALE:1/4" = 1'-0" 2 A302 Sections A302 Printed: 12/20/2021 © 2021 studio zerbey, Ilc STUM0 ZER o EY Architecture + Design 0 2' 4' 8' I� 18'-6" _ T.O. PLATE TYP. EXTERIOR WALL SIDING PER ELEVATIONS 1/2" P.T. PLY. VENTING RAINSCREEN @ 16" O.C. WRB 1/2" PLYWOOD SHEATHING PER STRUCT. FRAMING PER STRUCT. BIB INSUL. TO R-23 1/2" GWB W/ 2 COATS VAPOR BARRIER PRIMER 9'-1" — — — T.O. PLATE OPEN TYP. FLAT ROOF 4" RIGID INSUL. TO R-20 MIN 4" COMPACTED FILL TOTAL SLAG = R-20 TYP. SHED ROOF - STANDING SEAM METAL ROOF - DRAINAGE MAT - ICE & WATER SHIELD HT - 1/2" PLY. SHEATHING PER STRUCT. IING PER STRUCT. RAY FOAM (VB) TO R-26 AT SHTH B INSUL. TO R-40 BELOW LYWOOD /OOD T&G TOTAL = R-66 NOTE: FLOOR & ROOF ELEVATIONS MEASURE TO T.O. SHEATHING H T.O. SLAB Flat Roof .00R ASSEMBLY FORMAT TILE :;OWARM RADIANT -S -Y. SUBFLOOR ING PER STRUCT. WOOL INSULATION YP. 'OOD T&G 10'-3 3/4" Main Level 0" (230'-8 1 /4") Lower Level Section Fac. West @ Stair SCALE:1/4" = 1'-0" T T t T T T T T 9'4" t 4'-6" 4'-6" 23'-6" 5'-6" t 12'-0" 2'-0" t, 2 2 2 1 301 202 203 301 II I I I I I I ROOF ACCESS HATCH I - \ \ LAIIJINDRY II II MU RM. v` oaoo oo.o I CV 0 o - - 0 80 , i MECH./ST9RAGE MECH. EQUIPMENT ENCLOSURE _ _6 ------------ ---- --- - -------I-- ---- I - Ell 11 ll 11 11 ■ 1 1.� H 19'-6 3/8" Flat Roof //n(2) SOFFIT VENTS �/' TYP. @ OVERHANGS WOOD SIDING , D101 I I W101 \ CEMENTITIOUS PANEL \ I SIDING -TYPE 2 I I \ \ \ p \ 10'-3 3/4" ------ Main Level a _ --- ----- EXISTING GRADE TYP. DECK ___----- FINAL GRADE -- 5/4" IPE WOOD DECKING ___--- - PT FRAMING PER STRUCT. _ ----- COMPACTED TYP. FDN. WALL Cd) CONDITIONED SPACE STRUCTYRAL FILL - FREE DRAINING FILL - DRAINAGE MAT - WATERPROOFING _ - CONCRETE PER STRUCT. - 2" CONT. RIGID INSUL. TO R-10 - FRAMING PER STRUCT. WITH: O" (230'-8 1/4") - BIB INSUL. TO R23 Lower Level 1/2" GWB W/ 2 COATS VAPOR BARRIER PRIMER TOTAL WALL = R-33 FOOTING DRAINS PER 6/C3.2 Section Fac. West @ Mudroom/Courtyard 2 SCALE:1/4" = 1'-0" A303 9844 REGISTERED ARCHITECT K le J. Ze e--YY STN OF WASHINGTON JURISDICTION APPROVAL STAMPS r � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L — — — — — J RESUB Dec 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Puget Sound Residence 15722 72nd Ave W Edmonds , WA 98026 PROJECT #: 2011 SHEET SIZE: 24" x 36" REVISIONS: Permit Set 07/09/2021 0 Permit Corrections 12/15/2021 Sections A303 Printed: 12/20/2021 © 2021 studio zerbey, Ilc Interior Door Schedule ID Room Operation Type Manufacturer Model Width (Unit) Height (Unit) Area (sq. ft.) Quantity D003 Lower Hall Inswing Door - - 3'-0" 7'-0" 21.00 1 D004 Office 2 Inswing Door - - 3'-0" 7'-0" 21.00 1 D005 Office 2 Inswing Door - - 2'-6" 7'-0" 17.50 1 D006 1/2 Bath Pocket Door - - 2'-8" 7'-0" 18.67 1 D007 Mechanical Inswing Door - - 3'-0" 7'-0" 21.00 1 D008 Storage Inswing Door - - 3'-0" 7'-0" 21.00 1 D009 Guest Suite Inswing Door - - 3'-0" 7'-0" 21.00 1 D010 1/2 Bath Pocket Door - - 2'-8" 7'-0" 18.67 1 D104 Entry Outswing Double Door - - 5'-0" 7'-0" 35.00 1 D105 Powder Room Pocket Door - - 2'-8" 7'-0" 18.67 1 D106 Office 1 Inswing Door - - 2'-8" 7'-0" 18.67 1 D107 Bedroom 1 Inswing Door - - 3'-0" 7'-0" 21.00 1 D108 Closet Pocket Door - - 2'-6" 7'-0" 17.50 1 D109 Closet Pocket Door - - 2'-6" 7'-0" 17.50 1 D 110 Bath 1 Pocket Door - - 2'-8" 7'-0" 18.67 1 D111 Bath 1 Pocket Door - - 2'-8" 7'-0" 18.67 1 D112 Bedroom 2 Inswing Door - - 2'-8" 7'-0" 18.67 1 D113 Bath 2 Pocket Door - - 2'-6" 7'-0" 17.50 1 D114 Mudroom Pocket Door - - 4'-0" 8'-0" 32.00 1 D115 Laundry Pocket Door - - 2'-8" 7'-0" 18.67 1 D116 Garage Inswing Door - - 3'-0" 7'-0" 21.00 1 21 Window Schedule ID Room Manufacturer Model Operation Type p yp Width (Unit) Height Unit ht g ( ) s . Area(q ' ft) QuantityEgress g Safety Glazing Roll Shades Bug Screen W001 Guest Suite Fleetwood 3800-T Direct Set 4'-8" 8'-11 5/8" 41.85 1 ❑ ® ❑ ❑ W002 Guest Suite Fleetwood 3800-T Direct Set 4'-8" 8'-11 5/8" 41.85 1 ❑ Z ® ❑ W003 Guest Suite Fleetwood 3800-T Direct Set 4'-811 8'-11 5/8" 41.85 1 ❑ Z ® ❑ W004 Guest Suite Fleetwood 3800-T Direct Set 4'-8" 8'-11 5/8" 41.85 1 ❑ Z ® ❑ W005 Guest Suite Fleetwood 3800-T Direct Set 4'-8" 8'-11 5/8" 41.85 1 ❑ Z ® ❑ W006 Exercise Room Fleetwood Edge Ifl Direct Set; Butt -Joint 23'-6" 9'-3 15/16" 219.26 1 ❑ Z ® ❑ W007 Office 2 Fleetwood 450-T Casement 4'-2" 6-01' 25.00 1 ❑ ❑ W008 Office 2 Fleetwood 450-T Direct Set 8'-6 1/4" 6-01' 51.13 1 ❑ ❑ ® ❑ W009 Office 2 Fleetwood 450-T Direct Set 3'-8" 6-01' 22.00 1 ❑ ❑ ® ❑ W101 Entry Fleetwood 450-T Direct Set 3'-8" 7'-0 1/4" 25.74 1 ❑ ® ❑ ❑ W102 Powder Room Fleetwood 450-T Awning 4'-8 1/2" 2'-0" 9.42 1 ❑ ❑ ❑ W103 Pantry Fleetwood 450-T Awning 5'-0" 2'-0" 10.00 1 ❑ ❑ ❑ W104 Great Room Fleetwood 3800-T Direct Set 4'-8" 9'-4 1/4" 43.65 1 ❑ ❑ ® ❑ W105 Great Room Fleetwood 3800-T Direct Set 4'-8" 9'-4 1/4" 43.65 1 ❑ Z ® ❑ W106 Great Room Fleetwood 3800-T Direct Set 4'-8" 9'-4 1/4" 43.65 1 ❑ Z ® ❑ W107 Dining Room Fleetwood Edge lfl Direct Set; Butt -Joint 23'-5 1/2" 5'-4 3/4" 126.58 1 ❑ ❑ ® ❑ W108 Bedroom 1 Fleetwood 3800-T Direct Set 4'-1 1/4" 8'-0" 32.83 1 ❑ ® ® ❑ W109 Bedroom 1 Fleetwood 3800-T Direct Set 4'-6 3/4" 8'-0" 36.50 1 ❑ ® ® ❑ W110 Bedroom 1 Fleetwood 3800-T Direct Set 7'-9" 8'-0" 62.00 1 ❑ Z ® ❑ W111 Bath 1 Fleetwood Edge lfl Direct Set 3'-2" 8'-1" 25.60 1 ❑ Z ❑ ❑ W112 Bath 1 Fleetwood 450-T Direct Set 6'-6" 2'-0" 13.00 1 ❑ ❑ ❑ ❑ W113 Bedroom 2 Fleetwood 450-T Casement 3'-0" 5'-0" 15.00 1 ® ❑ ❑ W114 Bedroom 2 Fleetwood 450-T Direct Set 5'-0" 5'-0" 25.00 1 ❑ ❑ ❑ ❑ W115 Laundry Fleetwood 450-T Direct Set 7'-8 1/2" 3'-0" 23.13 1 ❑ ❑ ❑ ❑ W116 Garage Fleetwood 450-T Direct Set 11'-6" 2'-0" 23.00 1 ❑ ❑ ❑ ❑ W117 Garage Fleetwood 450-T Awning 6'-0" 2'-0" 12.00 1 ❑ ❑ ❑ W118 Mudroom Fleetwood 450-T Direct Set 7'-7 3/8" 2'-0" 15.23 1 ❑ ❑ ❑ ❑ W201 Great Room Cler. Fleetwood 450-T Direct Set 7'-0 1/2" 2'-0" 14.08 1 ❑ ❑ ❑ ❑ W202 Great Room Cler. Fleetwood 450-T Direct Set 7'-0 1/2" 2'-0" 14.08 1 ❑ ❑ ❑ ❑ W203 Great Room Cler. Fleetwood 450-T Direct Set Trap. 9'-10 1/4" 2'-0" 19.71 1 ❑ ❑ ❑ ❑ W204 Great Room Cler. Fleetwood 450-T Direct Set Trap. 9'-10 1/4" 2'-5 13/16" 24.48 1 ❑ ❑ ❑ ❑ W205 Great Room Cler. Fleetwood 450-T Direct Set 4'-8" 3'-7 1/2" 16.92 1 ❑ ❑ ❑ ❑ W206 Great Room Cler. Fleetwood 450-T Direct Set 9'-4" 3'-7 1/2" 33.83 1 ❑ ❑ ❑ ❑ W207 Great Room Cler. Fleetwood 450-T Direct Set Trap. 9'-4" 3'-7 1/2" 33.83 1 ❑ ❑ ❑ ❑ W208 Great Room Cler. Fleetwood 450-T Direct Set Trap. 4'-8" 2'-10 1/2" 13.42 1 ❑ ❑ ❑ ❑ W209 Bedroom 1 Cler. Fleetwood 450-T Direct Set Trap. 7'-3 1/4" 3'-0" 21.81 1 ❑ ❑ ❑ ❑ W210 Bedroom 1 Cler. Fleetwood 450-T Direct Set 4'-6 3/4" 3'-0 1/4" 13.78 1 ❑ ❑ ❑ ❑ W211 Bedroom 1 Cler. Fleetwood 450-T Direct Set 7'-9" 3'-0 1/4" 23.41 1 ❑ ❑ ❑ ❑ 38 Exterior Door Schedule ID Room Operation Type Glazing Manufacturer Model Width (Unit) Height (Unit) Area (sq. ft.) Quantity Egress Safety Glazing Bug Screen Roll Shade D001 Guest Suite Inswing Door ❑ - - 3'-0" 7'-0" 21.00 1 ® ❑ ❑ ❑ D002 Lower Hall Inswing Door ❑ - - 3'-0" 7'-0" 21.00 1 ® ❑ ❑ ❑ D101 Entry Inswing Door + Sidelight ® - - 3'-6" 7'-0" 24.50 1 ® ® ❑ ❑ D102 Living Room Sliding Door ® Fleetwood Edge Isl Sliding Door 14'-0" 9'-6" 133.00 1 ® ® ❑ M D103 Bedroom 1 Outswing Door ® Fleetwood 3200-T 3'-2" 8'-0" 25.33 1 ® ® ❑ M D104 Garage Garage Door ❑ - - 8'-0" 8'-0" 64.00 1 ❑ ❑ ❑ ❑ D105 Garage Garage Door ❑ - - 18'-0" 8'-0" 144.00 1 ❑ ❑ ❑ ❑ 7 VERTICAL FENESTRATION AREA WEIGHTED PERFORMANCE (BOTH WINDOWS & DOORS): U-FACTOR = .26 SHGC = .24 WINDOW AND DOOR NOTES 1. CONTRACTOR TO VERIFY AS -BUILT MEASUREMENTS OF ALL ROUGH OPENINGS BEFORE ORDERING WINDOWS AND DOORS. ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO FABRICATION. DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS ONLY. a. EXTERIOR WINDOW AND DOOR DIMENSIONS GIVEN ARE NET FRAME, NOT ROUGH OPENING OR DOOR SLAB SIZE. b. DESIGN IS FOR 1/2" SHIM SPACE FOR ALL SIDES OF WINDOWS AND DOORS UNLESS NOTED OTHERWISE. THE SHIM SPACE SHALL BE SEALED. c. INTERIOR DOOR DIMENSIONS GIVEN ARE FOR DOOR SLABS, NOT FOR NET FRAME OR ROUGH OPENINGS. d. TRAPEZOID WINDOW HEIGHTS GIVEN ARE FOR THE TALLEST VERTICAL LEG. 2. ALL WINDOW AND GLASS DOORS TO BE NFRC CERTIFIED AND MEET ENERGY REQUIREMENTS OF: b. UP TO 15 SQUARE FEET (1.4 M2) OF GLAZED FENESTRATION PER DWELLING UNIT SHALL BE PERMITTED TO BE EXEMPT FROM U-FACTORAND SHGC REQUIREMENTS IN SECTION R402.3.3. THIS EXEMPTION SHALL NOT APPLYTO THE U- FACTOR ALTERNATIVE APPROACH IN SECTION R402.1.3 AND THE TOTAL UAALTERNATIVE IN SECTION R402.1.4. c. ONE SIDE -HINGED OPAQUE DOOR ASSEMBLY UP TO 24 SQUARE FEET IN AREA IS EXEMPTED FROM THE U-FACTOR REQUIREMENT IN SECTION R402.3.4. THIS EXEMPTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION R402.1.3 AND THE TOTAL UAALTERNATIVE IN SECTION R402.1.4. d. DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 2.0 AIR CHANGES PER. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR ATA PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). 3. REFER TO ELEVATIONS FOR WINDOW MULLION PATTERNS. 4. SEE BOTH FLOOR PLANS AND ELEVATIONS FOR DOOR SWINGS. 5. EGRESS WINDOWS ARE REQUIRED TO BE PROVIDED WITH 44-INCH MAXIMUM FROM THE FLOOR TO THE CLEAR OPENING. STUM0 ZERoEY Architecture + Design 9844 REGISTERED ARCHITECT K le J. Ze e--YY STAT OF WASHINGTON JURISDICTION APPROVAL STAMPS r � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L - - - - - J RESUB Dec 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 PROJECT #: 2011 SHEET SIZE: 24" x 36" REVISIONS: Permit Set 07/09/2021 0 Permit Corrections 12/15/2021 Window & Door Schedules A601 Printed: 12/20/2021 © 2021 studio zerbey, Ilc