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APPROVED PLN BLD2021-0622 -RESUB 2-Architectural+Structural_Plansa- 00 N O N O N O ABBREVIATIONS & AND @ AT ADJ ADJACENT AESS ARCHITECTURAL EXPOSED STRUCTURALSTEEL AFF ABOVE FINISH FLOOR ALUM ALUMINUM APPROX APPROXIMATELY ARCH ARCHITECTURAL BD BOARD BLDG BUILDING B.O. BOTTOM OF (L CENTERLINE CF/01 CONTRACTOR FURNISHED / OWNER INSTALLED CJ CONTROL JOINT CLG CEILING CLR CLEAR CG CORNER GUARD CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS COORD COORDINATE CUH CABINET UNIT HEATER DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DWG DRAWING EA EACH EL ELEVATION ELEC ELECTRICAL EJ EXPANSION JOINT ELEV ELEVATOR EQ EQUAL EQUIP EQUIPMENT EXIST EXISTING EXT EXTERIOR FD FLOOR DRAIN FIE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FHC FIRE HOSE CABINET FIN FINISH FLR FLOOR F.O. FACE OF FT FEET/FOOT GA GAUGE GALV GALVANIZED GL GLAZING GYP GYPSUM HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT MATERIALS SYMBOLS JT JOINT WOOD SHIM NORTH ARROW LAV LAVATORY � CONTINUOUS WOOD BLOCKING MAX MAXIMUM WOOD, FINISH OR TRIM MECH MECHANICAL MFR MANUFACTURER PLYWOOD GRAPHIC SCALE MIN MINIMUM MISC MISCELLANEOUS EXTERIOR SHEATHING MO MASONRY OPENING 0' 1' 2' 4' MTD MOUNTED MTL METAL HARDBOARD DRAWING TITLE NIC NOT IN CONTRACT GYPSUM WALLBOARD DRAWING IDENTIFICATION NO NUMBER K'i DRAWING TITLE NOM NOMINAL CONCRETE, PRECAST A2.01. 1/8" = 1'-0" NTS NOT TO SCALE SHEET IDENTIFICATION CONCRETE, MASONRY OC ON CENTER EXTERIOR ELEVATION OD OVERFLOW DRAIN CONCRETE, POURED OF/CI OWNER FURNISHED / DIRECTION VIEWED CONTRACTOR INSTALLED 1 1 DRAWING IDENTIFICATION POROUS SHEET IDENTIFICATION OF/01 OWNER FURNISHED / OWNER °°°°°°°°°°°° 2.01 3.01 INSTALLED OH OVERHEAD RUBBER OPP OPPOSITE SECTION REFERENCE SAND DIRECTION VIEWED PTD PAINTED DRAWING IDENTIFICATION STONE -SLAB 1 R RADIUS 3.11 BUILDING SHEET IDENTIFICATION RCP REFLECTED CEILING PLAN EARTH SECTION RD ROOF DRAIN = DIRECTION VIEWED REINF REINFORCING INSULATION, MINERAL ROCK WOOL 1 DRAWING IDENTIFICATION REQD REQUIRED RM ROOM 3.21 WALL SHEET IDENTIFICATION RO ROUGH OPENING INSULATION, FIBERGLASS BATT SECTION SCHED SCHEDULE ® INSULATION, EXPANDED POLYSTYRENE SF SQUARE FOOT DETAIL REFERENCE SIM SIMILAR INSULATION, POLYISOCYANURATE SPEC SPECIFICATIONS 1 SIM 1 DRAWING IDENTIFICATION SQ SQUARE STEEL A4.01 A4.01 SHEET IDENTIFICATION SS STAINLESS STEEL STL STEEL ALUMINUM STRUCT STRUCTURAL INTERIOR ELEVATION T.O. TOP OF SHEET METAL 1 DIRECTION VIEWED WITH TYP TYPICAL DRAWING HOLLOW METAL 4 A7.01 2 IDENTIFICATION UNO UNLESS NOTED OTHERWISE SHEET IDENTIFICATION UL UNDERWRITERS LABORATORIES ALUMINUM 3 VERT VERTICAL GLAZING GRID REFERENCE VIF VERIFY IN FIELD W/ WITH CARPET GRID/COLUMN LINE W/0 WITHOUT WD WOOD LEVEL DATUM _ LEVEL IDENTIFICATION LEVEL ELEVATION ROOM TAG NAME' ROOM NAME IDENTIFICATION 101- ROOM NUMBER IDENTIFICATION PARTITION TAG PARTITION CONFIGURATION FA 14 - FRAMING SIZE FIRE -RATING/ DESIGNATION PARTITION HEIGHT DESIGNATION SEE SHEET A8.01 INCL INCLUDED INSUL INSULATION INT INTERIOR PROPERTY LIN SIDE SETBACK' 4 CO BL 135 i DOOR TAG RELITE TAG R-X 0 SEE SHEET A8.01 FOR DOOR SCHEDULE WINDOW TYPE TAG O REVISION TAG 0 �-DIMENSION TO FACE OF: Cl - PARTITION ASSEMBLY - EDGE OF DOOR OPENING - EDGE OF OTHER ASSEMBLY - WORK POINT INDICATED ON DETAILS -CENTERLINE AS SHOWN AND/OR WHERE NOTED -GLASS SPOT ELEVATION REFERENCE p - ELEVATION SLAB ELEVATION DIFFERENCE EL +100'-4" EL +100'-0� DIMENSIONING STANDARDS 1. DO NOT SCALE DRAWINGS FOR DIMENSIONAL INFORMATION; ALL ELEMENTS ON THE DRAWINGS MAY NOT BE TO THE EXACT SCALE. ALL DIMENSIONS REQUIRED ARE SHOWN OR MAY BE DERIVED FROM THOSE SHOWN ON THE FLOOR PLANS, DETAIL PLANS, ELEVATIONS, SECTIONS, DETAILS, SCHEDULES AND SPECIFICATIONS. 2. FOR ADDITIONAL DIMENSIONAL INFORMATION TO ARCHITECTURAL DOCUMENTS, SEE STRUCTURAL DOCUMENTS 3. REFER TO SYMBOLS ON THIS SHEET FOR ILLUSTRATIONS USED TO INDICATE "FACE OF" OR "CENTERLINE" DIMENSIONS. GENERAL NOTES SHEET DESIGNATION LEGEND A0001 SHEET NUMBER DRAWING GROUP DISCIPLINE POINTS FROM SURVEY CAD FILE i APPROVED BY PLANNING Feb 08 2022 HEIGHT CALCULATIOj EA POINT A = 358.10' POINT B = 368.50' HiE POINT C = 370.10' POINT D = 360.50' TOTAL = 1,457.20' AVERAGE GRADE =1 1 36 MAXIMUM HEIGHT L — — — — - ----- ACTUAL HEIGHT = Ra TA/nl/ INI i F-An «� PLAN, AVERAGE GRADE & BUILDING HEIGHT Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB 10/21 /21 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I r.] 101 ral I Iffl 0.1a5016YA SYMBOLS AND ABBREVIATIONS AO,002 @.02 l 1 /16" = V-0" Carrier® Infinity® - 3 Ton 24 SEER Residential Variable Speed Heat Pump Condensing Unit Item:25VNA436AO03 MFR:25VNA436AO03 Specifications Weight 324 Pounds (Ibs) Length 35 Inches (In) Width 35 Inches (In) Height 47.1875 Inches (In) Country of Origin USA Brand Carrier CFM 4100 Circuit Breaker - Max Amps 30 Circuit Breaker - Min Amps 18 Color Gray Compressor Variable Speed Rotary Condenser Motor HP 1/3 HP Condenser Motor RPM 200-800 Condenser Motor Speeds Variable Condenser Motor Type Direct Drive Cooling Capacity 300-1100 Cycle/Hertz 60 Hz EER 13.5 Energy Star Rated Yes ETL Listed No Fins per Inch 20 Full Load Amps 0.88 Heating Capacity 300-1500 HSPF 11 Inverter Yes Liquid Line Fitting Sweat or Braze Liquid Line Size (OD) 3/8" Locked Rotor Amps 43.7 Maximum Piping Length 250' Phase Single Product Family 25VNA4 Prop 65 Yes Rated Load Amps 13.7 Refrigerant R-410a SEER 23 Sound Level (dBA) 54-71 Stage Variable Suction Line Fitting Sweat or Braze Suction Line Size (OD) 7/8" Tonnage 3 UL Listed Yes Voltage 208-230 VAC Warranty Offered No a- N O N O N O BUILDING CODE SUMMARY 13. RECESSED LIGHT FIXTURES IN THERMAL ENVELOPE TO BE IC RATED, AIR TIGHT, APPLICABLE CODES: 2018 INTERNATIONAL RESIDENTIAL CODE AND SEALED TO THE FINISH SURFACE 2018 WASHINGTON STATE AMENDMENTS TO ICC CODES 14. AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL AND COMMUNICATION 2018 WASHINGTON STATE RESIDENTIAL ENERGY CODE BOXES OR AIR SEALED BOXES SHALL BE INSTALLED 15. BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING AND PLUMBING CITY OF EDMONDS COMMUNITY DEVELOPMENT CODE TITLE 19 IN EXTERIOR WALLS. THERE SHALL BE NO VOIDS OR GAPS OR COMPRESSION WHERE CUT TO FIT. INSULATION THAT ON INSTALLATION READILY CONFORMS CONSTRUCTION TYPE: VA TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING. TESTING PER R402.4.1.2: EXEMPT PER EXCEPTION 1. AMENDED CONSTRUCTION DOCUMENTS: Per R106.4 Amended construction documents. Work shall be installed in accordance with the approved construction documents, and any changes made during R406.3 ADDTIONAL ENERGY EFFICIENCY REQUIREMENTS: ADDITION IS LESS THAN 500 SF, construction that are not in compliance with the approved construction documents shall be resubmitted for THEREFORE 1.5 CREDITS FROM TABLE R406.2 AND R406.3 ARE REQUIRED. approval as an amended set of construction documents. TABLE R406.2 - FUEL NORMALIZATION CREDIT 1. COMBUSTION HEATING EQUIPMENT MEETING MINIMUM FEDERAL EFFICIENCY STANDARDS FOR THE EQUIPMENT LISTED IN TABLE C403.3.2(4) OR C403.3.2(5). 2018 INTERNATIONAL RESIDENTIAL CODE 0 CREDITS TABLE R406.3 - ENERGY CREDITS R306.2 DWELLING -GARAGE FIRE SEPARATION: NOT LESS THAN 1/2" GYPSUM BOARD OR 3.5 AIR -SOURCE, CENTRALLY DUCTED HEAT PUMP WITH MINIMUM HSPF OF 11.0 EQUIVALENT APPLIED TO THE GARAGE SIDE. 1.5 CREDITS CARRIER 25VNA436AO03 HEAT PUMP, HSPF = 11.0 R314 SMOKE ALARMS AND HEAT DETECTION: EXISTING DWELLING FULLY COMPLIES WITH SMOKE ALARM REQUIREMENTS. HEAT DETECTOR TO BE INSTALLED IN GARAGE AND INTERCONNECTED TO EXISTING FIRE ALARM SYSTEM. R315 CARBON MONOXIDE ALARMS: EXISTING DWELLING FULLY COMPLIES WITH CARBON MONOXIDE ALARM REQUIREMENTS. R702.3.5 APPLICATION OF GYPSUM BOARD: TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS THICKNESS OF GYPSUM ORIENTATION OF MAXIMUM MAXIMUM SPACING GYPSUM BOARD OR SPACING OF OF SIZE OF NAILS FOR BOARD OR APPLICATION GYPSUM PANEL FRAMING FASTENERS (inches) APPLICATION GYPSUM PANEL PRODUCTS TO MEMBERS TO WOOD FRAMING° PRODUCTS Nails' Screwsb (inches) FRAMING (inches o.c.) Ceiling Either direction 16 7 12 13 gage, 13/6" long, 19/64" head; 0.098' diameter, 11/4" long, annular- Ceilingd Perpendicular 24 7 12 ringed; 5d cooler nail, 0.086" /z diameter, 15/8" long, t5/64" head; or Wall Either direction 24 8 12 gypsum board nail, 0.086" diameter. Wall Either direction 16 8 16 1 5/e long, 9/32" head. 2018 WA STATE RESIDENTIAL ENERGY CODE: CLIMATE ZONE: 4C OUTDOOR DESIGN TEMP (TABLE RC-1): HEATING: 21 COOLING: 81 R303.1 IDENTIFICATION: 1. R-VALUE ID MARK APPLIED TO ALL THERMAL ENVELOPE INSULATION 121, OR MORE IN WIDTH, READILY OBSERVABLE UPON INSPECTION 2. BLOWN -IN ROOF/CEILING INSULATION R-VALUE TO BE WRITTEN ON MARKERS PLACED AT LEAST ONE FOR EVERY 300 SF OF ATTIC SPACE, AFFIXED TO TRUSSES OR JOISTS WITH INSTALLED THICKNESS INDICATED WITH NUMBERS MIN. 1" IN HEIGHT 3. FENESTRATION TO BE DETERMINED IN ACCORDANCE WITH NFRC 100 DEFAULT OPAQUE DOOR U-VALUE PER TABLE 303.1.3(2): 1. NO FENESTRATION, WOOD SLAB IN WOOD FRAME. 0.46 2. 25% GLAZED FENESTRATION, WOOD SLAB IN WOOD FRAME, DOUBLE GLAZING, 1/2 ARGON FILLED SPACE: 0.42 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT (TABLE R402.1.1): FENESTRATION U-FACTOR: 0.30 CEILING R-VALUE: 49 WOOD FRAME WALL R-VALUE: 21 FLOOR R-VALUE: 30 BELOW -GRADE WALL R-VALUE: 10/15/21 + 5TB SLAB R-VALUE AND DEPTH: 10, 2 FT. AIR LEAKAGE PER R402.4 AIR BARRIER AND INSULATION INSTALLATION PER TABLE R402.4.1.1 1. CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE EXTERIOR THERMAL BUILDING ENVELOPE 2. ALL CAVITIES IN THERMAL ENVELOPE SHALL BE FILLED WITH INSULATION A. INSULATION DENSITY PER MANUFACTURER'S RECOMMEDATIONS B. DENSITY SHALL BE MAINTAINED FOR ENTIRE VOLUME OF EACH CAVITY C. NO VOIDS OR GAPS ALLOWED D. INSTALL INSULATION FOR FULL DEPTH OF CAVITY, ADJUSTING FOR OBSTRUCTIONS WHERE THEY OCCUR E. PLACE LOOSE FILL INSULATION TO FILL VOIDS FULLY F. STAPLE TABS OF FACED INSULATION TO FACE OF STUDS WITHOUT COMPRESSING INSULATION 3. AIR BARRIER AT CEILINGS AND SOFFITS SHALL BE ALIGNED WITH INSULATION AND ALL GAPS SHALL BE SEALED 4. BATT INSULATION AT ATTIC ROOF ASSEMBLIES MAY BE COMPRESSED AT EXTERIOR WALL TO ALLOW FOR REQUIRED ATTIC VENTILATION 5. SEAL JUNCTIONS AT FOUNDATION AND SILL PLATE AND TOP PLATE AND TOP OF EXTERIOR WALL 6. INSULATE CAVITIES WITHIN CORNER AND HEADERS OF FRAMED WALL FULLY WITH MINIMUM R-3 INSULATION 7. SEAL SPACE BETWEEN WINDOW AND DOOR JAMBS AND FRAMING 8. PROVIDE INSULATION AND AIR BARRIER AT RIM JOISTS 9. INSTALL FLOOR FRAMING CAVITY INSULATION TO MAINTAIN PERMANENT CONTACT WITH UNDERSIDE OF SUBFLOOR DECKING 10. PROVIDE AIR BARRIER AT ANY EXPOSED EDGE OF FLOOR INSULATION 11. CUT BATTS TO FIT NARROW CAVITIES WITH CORRECT DENSITY AND WITHOUT VOIDS, GAPS, OR COMPRESSION 12. PROVIDE AIR SEAL BETWEEN GARAGE AND CONDITIONED SPACES ZONING CODE SUMMARY ZONE: RS-10 MAXIMUM HEIGHT: 25 FEET MINIMUM SETBACKS: FRONT YARD 25 FEET BACK YARD 20 FEET SIDE YARDS 10 FEET 16.20.040 SITE DEVELOPMENT EXCEPTIONS: C. Porches and Decks. Uncovered and unenclosed porches, steps, patios, and decks may project into a required setback not more than one-third of the required setback, or four feet, whichever is less; provided, that they are no more than 30 inches above ground level at any point. MAX. LOT COVERAGE: 35% MIN. PARKING SPACES: 2 PLAN, PLOT 1 " = 40'-0" PROJECT DATA OWNERS: TODD AND SARAH STINE OWNER ADDRESS: 21702 98TH AVENUE WEST Stine Residence EDMONDS, WA 98020 Garage Addition PROJECT ADDRESS: 21702 98TH AVENUE WEST EDMONDS, WA 98020 21702 98th Avenue West Edmonds, WA 98020 LEGAL DESCRIPTION: Section 25 Township 27 Range 03 Quarter NE - TH PTN OF SW1/4 NE1/4 DAF: BEG AT NE COR SD SW1/4 NE1/4 TH S00*35 56W 331.74FT TH N88*52 55W 683.98FT TO TPB TH S00*33 15W 82.96FT TH N88*53 09W296.95FT TH N00*31 59E 82.98FT TH S88 *52 55E 296.99FT TO TPB AKA N1/2 OF TR 35 ONAVU PARK DIV NO 2 UNREC PLAT PARCEL NUMBER: 27032500109900 PROPERTY SIZE: 0.56 ACRES 24,394 SQUARE FEET AREA PLAN, BASEMENT 1 /16" = V-0" LOT COVERAGE CALCULATION FRONT PORCH: 79 SF HOUSE: 1,883 SF SITTING ROOM: 59 SF GARAGE: 571 SF DECK: 163 SF STAIR NO. 1: 11 SF STAIR NO. 2: 79 SF TOTAL: 2,845 SF LOT COVERAGE: 11.66% red FRO CH I EXISTING MAIN FLOOR 1883 SF PAD G loom 9 SF AREA PLAN, MAIN FLOOR a a. RESUB 10/21 /21 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 111111.1101 ral I Iffl 0.1a5016YA CODE SUMMARY AO,003 1 /16" = V-0" 215'" PL SW I I I I 337x4 359x5 35M 3Fjx9 ,33�'x7 338x3 HOUSE FND. TACK IN LEAD 362x2i i \ARBOR`\ ; DECK #21630 PLUG 5' OFFS34lETS I 337\,�0 337x H JD - --' --1 ' _ / I 41 S 88'5249 E\ / / i x—x—k—x X I 01 , , I » �s 33 i� X—X—x _ — xx= x=xx xx- rx—x x— x =� _ _ x x x x—x / , 367x0 i 8 1 3 / / , �x x Y x xL 33 I --- �` / / \\ 3 OxFa ��� 297.01' I. i i * x SHD \ T x ��'^ _ - 335x4 �` " 10» \ , I I 364x5 `\357x0 , 35px1 1 ,' S BUSHES 12 i 1-6 0x�}1 1 1 1 \ I 3� 1 / ,� / II 16" \ 1 1 1 \ ` 3 2 / I / 1 \ r EAVES ,------- \ PLANTER 1 I \ `\ i 1 1 I 1363x8 /�.05 317.2 1 I / 1 I \ \ \ , I I 1 1 1 . 369x3 \ n 0 1 \ \ \ / I 1 2ND FLR. , I ,, in I4�1 336x2 336x6 \ 338, p R 1 CANTILEVERED I oN0334x1 336x8 / I 4 _� / 60 I 1 `\ `� `\ \. / / / / I / / / ;V z� \ , / / / / / ► \ . / / I / n / 1 I / FF=372.88 �. , \ � , / , / , I I \ . / / 1 I I I , HOUSE GRASS 0 \ \ \ / / / / / , / `n / 1 357x? I I , 0 I 3T / \ \ i �' 3S9x3 / 343x2 / ^� i `: O ` / / ; I , #21702 I Z / 335x5 20'8x2 , / , ^� ► / SPLIT ENTRY w w OND 3 / / i /' / , // I 1 \ / I I 13 o-4 1 3 3x� o CONC. ELKS. , 4' ; i '� ; ' 3�8x5 » ; ; I , i i FF=369.69 U 1\ \\ 14 35 2 I 3,$6x2 1 \\ i I ; I I DECK ABV. 1 ,/ 369x9 io M 334x5 \`� _ /,' ,' ,' ,' 339x6 ,' ,' i 3r44x7 ' / 1 ^� / ' / PATIO FF=372.88 rn I 0 337x6 ��' GRASS ,' �/ 34,&4 // // ,� / 347x5 �, 5 2 i GRASS i 357x# ; i I i ' C4 I Z I J(36x5 . '.1 / / / / 34(j,l / , 335,3 / /' / B ,' �� .1 ' ' / 1 / �' \ 12 i 3b8x4j 3A1x4/ / F=372.84 If 370 ,`S4, 344x7 45x4/�a- �� ; 339x 341x'1 �� SDMH RIM 356.46 1 I / / , FF=372.79 �'36x6 '� \ i' ' .�� \\ I / //,' 1 11 CONC. BLKS. 1 i361}x4 FF=364.58 19. �3 - I 335x3 33 ' 356x3 I / �64yr2 345i—' i'__ ' ; 35 '� / i ..' 35 I / / I / 1 d �' ]� 357x5 , 1 i �7/ , CAR PORT _�41R2 __— — 350 '3 �i'//�'/ %3��'i' "3`i7N�''' �» Q�.uQ / 1 364,s3 65x9/ / 1 .x 33T)1T - --- - ' 340 -- - _ �- ---- �' ,' x 368x61 - _ 296.98�''---' ' ' 364x7 36 ,// ; /�F� 365.16 GRASS 345_'FBec`� 355 = _ " W 369x7 -N 88'S259 -- --- 34�._--349ic6--3,�}__ - _ _- 357x% 'f59Xg 360 1 ROCKS CONC. ' T 4.97 362x1 ,' .' DECK = HOUSE 56x3 �� .' ABV. #21708 35 1 // 35y-x2 / '358,�5 /' PATIO 31;4.3 LAND SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF TODD STINE IN MARCH, 2019. CERTIFICATE NO. 29539 REVISIONS GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 INCH = 20 FT. -e CONC. _ I I 4 MAIL BOXES 0 3618 I �f w ' o / o z N o ' z 0 m o N �I 00 1 mI_ 0) 1 � (n 37.4 1� / / / / / / 371 3) / ' I LEGAL DESCRIPTION APN: 27032500109900 THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE SOUTH 0'35'56" WEST 331.74 FEET; THENCE NORTH 88'52'55" WEST 683.98 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 0*33'15" WEST 82.96 FEET; THENCE NORTH 88'53'09" WEST 296.95 FEET; THENCE NORTH 0'31'59" EAST 82.98 FEET; THENCE SOUTH 88'52'55" EAST 296.99 FEET TO THE TRUE POINT OF BEGINNING. (ALSO KNOWN AS NORTH HALF OF TRACT 35, ONAVU PARK DIVISION NO. 2, UNRECORDED PLAT THEREOF). SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS, RESERVATIONS, AND RIGHTS OF RECORD IF ANY. EQUIPMENT AND PROCEDURES WAC 332-130-100 ALL MEASUREMENTS WERE MADE WITH AN ELECTRONIC THEODOLITE WITH A ONE SECOND HORIZONTAL AND VERTICAL DISPLAY AND MANUFACTURES STANDARD POINTING DEVIATION OF THREE SECONDS AND AN ELECTRONIC DISTANCE MEASUREMENT DEVICE WITH A STANDARD DEVIATION OF 3MMf 3PPM, AND CHC X900 RTK GPS. ALL MEASUREMENTS ARE GROUND DISTANCES. GPS ONLY USED AS A BENCHMARK. FIELD TRAVERSE METHOD EXCEEDS W.A.C.'S 332-130-070, 332-130-090 & (GPS) 332-130-080. ALL POINTS INDICATED FOUND WERE VISITED IN 9-2019 UNLESS OTHERWISE NOTED. LEGEND , N OTES: O MONUMENT IN CASE IE INVERT ELEVATION REFERENCE SURVEYS SEE RECORDERS -AUDITORS FILE NUMBERS 201412125006 • FOUND 1 2" REBAR WITH CAP LSA / MEAS. MEASURED 1, CONTOUR INTERVAL, ACCURACY EXCEEDS 1 /2 CONTOUR INTERVAL. xt SET BRASS SCREW W/WASHER LS 29539 OHP OVERHEAD POWER ® ELECTRIC METER / VAULT P PLAT ALL UTILITIES WHERE PLACED WITH HELP OF CITY SEWER CARD INFO WATER LINES WITH S SEWER VALVES AND METERS, GAS LINES MAPS FROM PUGET SOUND ENERGY. FIRE HYDRANT 0 GAS METER SHD SHED O SPRING WITH FLOWING WATER W WATER o SAN. SEWER CLEAN OUT 0 SAN. SEWER MANHOLE x CONIFEROUS TREE © WATER DISSIPATES @ STORM DRAIN MANHOLE TRUE EXTENT OF CANOPY NOT SHOWN NlW— -7 NE RESUB ZONING RS-10 DECIDUOUS OR ORNAMENTAL EVERGREEN TREE 11 -0- UTILITY POLE TRUE EXTENT OF CANOPY NOT SHOWN 1 25 10/21/21 1 UTILITY POLE WITH LIGHT & DROP 200.0 SPOT ELEVATION IS LOCATED AT THE DECIMAL POINT m VALVE OF ELEVATION UNLESS NOTED WITH LEADER OR X SW- - SE CITY OF EDMONDS DEVELOPMENT ® WATER METER NOTE: THIS TOPOGRAPHIC SURVEY DRAWING REPRESENTS SERVICES DEPARTMENT ASPH ASPHALT T BUILDING LINE SURFACE FEATURES LOCATED ON THE SITE. ANY UNDERGROUND CHAINLINK FENCE UTILITIES SHOWN ARE BASED SOLELY UPON INFORMATION DW DRIVEWAY CENTER LINE SECTION INDEX PROVIDED BY OTHERS EXCEPT AS MEASURED. GREENE LAND E ELECTRICAL POWER S 25, T 27 N, R 03 E, W.M., SURVEYING DOES NOT ACCEPT RESPONSIBILITY OR ASSUME DITCH LINES SNOHOMISH COUNTY, WASHINGTON. LIABILITY FOR UNDERGROUND UTILITY ACCURACY OR COMPLETENESS. G GAS --------- EASEMENTS PROPERTY LINE SURVEY CDC=:)� ROCKERY Ao,, 12 DESIGNED BY RG DRAWN BY DATE PRINTED 3/27/2019 3:36:34 PM SCALE 1 " = 20$ F.B. N0. DATA-C GENERAL NOTES HORIZONTAL DATUM: NORTH 01'06'23" EAST ALONG THE EAST LINE OF THE SOUTH EAST 1/4 SECTION 19 TOWNSHIP 25 NORTH, RANGE 5 EAST. VERTICAL DATUM: NAVD 1988 PER OPUS SOLUTION FILE: 7GPS079A0.190 OP1553187864771 WITH A STANDARD DEVIATION OF f0.07' GREENE LAND SURVEYING 7408 164TH ST SW LYNNWOOD, WA. 98087 PHONE (206) 498-0979 JOB NO. BOUNDARY AND TOPOGRAPHIC SURVEY 2019.14 OF DRAWING NO. HOUSE #21702 98TH AVE W EDMONDS 19-14STINE FOR TODD STINE SHEET OF 75 a rn N CV 0 N 0 N 0 REMOVE EXIST I I I I I I I 7 EXISTING EAST FACADE All NTS 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 _---------------------------- -------_+----------------------------------------------------- --------+--------- 7 - I I All �J I t < I I iy �lai� Ltv. -.!I - __ I 1 , ��. 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_L- " 18 OCTOBER 2021 ' - ii-- ---- - ------------------ GE __ --- -- - SECTIONS, - = SITE -IT SECTION, SITE - UPPER RETAINING WALLS Al .21 1 /16" = l'-0" 1 /16" = l'-0" 75 a- 0 N O N O N O WEATHERED STEEL CLADDING MAXIMUM HEIGHT 89' - 3,71 AL RIDGE EVATION� 384' - 8" OOR TOP PLATE 80' - 7 1 /2" IN FLOOR 2'-101" IN ENTRY 69' - 8 1 /2" gSEMEl T' 364' - 7 ;E GRADE OL 64' - 0 1 /2" - — - - - — - — - — - - - - - - - - - - - - - - - - - - - - - - - - - - - — - — - — - - - - — - — - - - - — - — - — - - - - - - - ------CISTERN 359' - 0" SECTION - SOUTH STEPS & PLANTERS 1 /2" = 1'-0" Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT IE:Z3Zs]re7:3a 016YA SECTIONS, SITE A 1.42 9 In 1 i.2 co O 00 w N O N C) O N O 1 1.4 .NA G1 p 4 d 4 d p d p 4 4 � 4 I 4 ad d p p III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III II 14--,1.1 I° d ��I I II Ir 1 l� LEI°I I �I L1 — I QI — — 6 4 4 ° p _ ZI � l' IIII III III I I o — a Gad ° p a Q d d d zl p ppa d 4 - � I � .7 p zi ° d d p Q p p 4 a d d= a d 4 ° p— p a ad p a ° a Q a d Q p 81 l — 41 4' -<21 /2" a 4' - � ad ° 4' -21 /2'' d a a d d 4 a L ! — - a a A.8 n 2- 3:46 p � ° z G V 4 p d 10" 2' - 6' FLOORMAYCI ABOVE Q-3 O Q\ a /I _ q -- -° ° ad d° d Q a ° d� a d 4 2' 0" A S ° p Q d° - d d° ° L. Q. p p d A, p d 4° 41 a ° a 13'-1 „ a° p d p13�-11" � -0" d d ol 41 41 p p d p d a. I J d d p 4 d p 4 G.1 1 PLAN, CISTERN A2.10 1 /4" = l'-0" 32' - 4" Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT dp d d p. Z c 18 OCTOBER 2021 KA PLAN, CISTERN A2,0 10 LO 0 N O N C) N O 2 G1 l I 3'-11" �Aff1l G2 27' 10. Y 4'-6" '-6"I1'-67, 12'-6" 13' -11" 3 ilaml 3 3 1 2 5.31 STUDY B06 NEW DOWNSPOUT CD m CL. B08 co m B06 m CL. B07 FAMILY ROOM B10 CL. B05 BATH B04 0 m CL HALL B01 CD 0 CO 1 ;.45 B03A B03 B02 f7 C BEDROOM B03 2 WORKSHOP I I I I I 0 3 B11 ( I I I I I I I IE p - v 4 -- NEW DOWNSPOUT VEGETABLE ° p a 4 4° ° 4 4 p WASH STATION ° ° ° a. 1 101 1 1 1 1 A I 1 I I 3 I I 13 1 I 1 — a a` 1 2 1 3 d 4. .°. .. �d .. - M 111 44 d I 4 p ° ° 1/2" p INSULATED WATER PIPE a ° � 4 � d 41� GYPSUM BOARD EACH SIDE ° ' - 4 m B10A d PER IRC R306.2 ON 2X6 WOOD STUDS a ° g a d CONNECTION TO WORKSHOPa WITH d R-19 BATT INSULATION d 364sa d ° 4 .. d d ... � � ° ��,� � ° p. d p .. .GAS °B14 ad Id.. a ° d A.8 ° ao a a °� 4. p . —a d ad a — o Z 1 i a a ° a as _ ° 4 � 44 , z LU ° a zo . , MUD RM. TOPPING SLAB WITH ELECTRIC RADIANT 3.21 ,d. ° Q - °. B13 _ HEATING SYSTEM OVER SLAB ON GRADE ON Q. .d a a.4 4 ° ° gyp _ p. TOP OF MIN. R-10 CONTINUOUS RIGID C a. ° ° a 4 a INSULATION PER WA ENERGY CODE R402.2.9.1 ° 4 4L — —a----d--'.—° — p a p d d n a — ---�— - —_°DN_ ° ELECTRIC VEHICLE 4 4 p °d CHARGING STATION . _408' --- 44 p --- NEW CONCRETE STEM WALL a 4 ° d ° d 4 d 4 p p d Q / __ p `F . ca" B11A TO MATCH EXISTING m m a a d 3.46 " 614 J Q ° d m 00 ° d a ° aG a� CL. NEW WOOD STUD INFILL - a B12 TO MATCH EXISTING a p d vvvvm _+ p d d d p d - ° 4°� a ll�1 .� 4.O 4 O p - Q ° a. . ° d 11 .° d ° 4. 4p 4 ° d 4 d 4 °, _ p - d 4 , p Q - Q 4.p Q 4 ° - d pa. ° a 4 - 6"a 8' - 6" 2' p 0" 8' - '°p ap 6" d. p a Q Q' p d - 4 p 4 .Q ° ao 28' �_ p 4 d ° d p 5, �11,� a,- - .' 3" 2' - 7" 6' -1Q0 3/4" p 4' -°6� a T- 9 4 /4" p d ° .. Q _ d / 4 p Q _ 4 _ .. 4 4 4 _p d Q Q ° Q d 4° d -. a 4 p d p - 1 11 - ° - p d °. d 4 4 ° p - 4' _ 4 4° d _ . � - ° _ ° a -d - p p _ 4 4 ° Q 4 p 4 4 ° p - p d d p - d d d p Q d' Q - Q Q ° `' a °- °d... .4 d 4 - p Q ° _.. Q 4 ° 4 Q p ° 4 ° - - p ° d. .. ° d d d ° 4 d d d - p - 4 4. -' dd Q p Q- d ..� 4 '. p - °- 4 - d d 4 Q - d- d .. 4 -° d°.- 4° ° °- 4- 4- 4. p 44 d 4 p d - 2 qq d- .d p'. _ d _ ° Q Q p Q 4 d '° p - 4 4. -4 d _ ° p .4 4 _ p4 p _ - d4 p ° .4 4 d .: p d p1 -. ° ° 4 _ °. .3.� d. p�4'°4.' p p .d 4 p :d .. d ° .. _ °.4 ° _ Q _ _ .. - 4 d 14 p � .. ° - � 4 � d p - ° . d° 4 - .. 4 - 4 - °.. d' - - 9 d p 4 4 ° - p d . 4 4 - p - p Q_ d ° - `' d 4 A 4 n. ° 4 p d ° .� d. d 4 ° n 4 4. Q ° 4 p 'n _ p ° . .: p d n ° ° 1 PLAN, BASEMENT A2.11 1 /4" = 1'-0" Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 18 OCTOBER 2021 PLAN, BASEMENT A2,0 I 1 i 1 � 1 ► 1 1 , / ► 1 1 1 I , � / y , , / , / `s' , , / , 75 LO 00 CV O 04 0 CV O GARAGE ROOF 372' - 10 1 /2" I , / 2 � ; I / 1 / 1 1 1 / I / 1 1 I / I / a Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 18 OCTOBER 2021 PLAN, GARAGE ROOF A2,6 12 a- O N O N 0 N O 1:1 2 1.1 1 1.4 73'- G2 N 62" I 3'-11 //2" 0 Is 6 15 TREADS a l'-0" EACH N T r 5' -14 7/8" KURT BEDROOM a, 108 I, 0 0 CL. CL. 109 107 LIVING ROOM 110 NORTH BATH 106 HALL 103 DINING ROOM 1 A ' DWNSPOUT 1 i — - I lw ° �3.21 1 II 1 4 . 4 ° ° 3 3M LL7 ° 4. a CL. CL. 122 121 121 4 I� CL. PANTRY LAUNDRY � I co 117 116 116 113 ° I 0 yyym 113 EXISTING DOWNSPOUT d EQ EQ 118 TO REMAIN 1 A.8 <312 A.8 NEW GYPSUM 1 BOARD o 3.21 ' 3.45 C L. CANOPY BELOW -,%T-TNGRM— - `V C� MASTER 114 114 °° 124 o1 BEDROOM MASTER BATH 123 118 III �ll� h H T h i I HIM I I Mll I Hh, i I \K- U 1 4 ° HALL 1 NEW DOWNSPOUT 115 4 TOILET NEW DOWNSPOUT ° - 119 119 ,A Aw 31 11 4 Ii 1 OII 4 370 /6< .} . °- 1.4_ 11 n ° °°1/2 ° a 4 ° 4 d °436.66'� 4 61 4 ° 4 ° a a 1 4 4 4 .. ° ° 4 .° ° ° a1 3663' ° .4 4 ° ° 1 ° d° d. a 4 4 a a a d a 4% 1.31 ° d ° � ° ° ° ° f�l _ ^11 �4 p ° d ° 4 d 4° Q ° a d ° ° d 4 4 v L} 4 V d ° d ° ° 4 zv.4 4 a ° 2Y 2 4°44 ° 4 4 ° d ° 4 a° .. 4 d _ 4 ° V, a 4 ° Q. 4 3-.31°_Q ° 4 a a ° ° 4 4. a ° ° a ° ° °. 4 4 a ° d °. 4 ° 4 d a C� d 3a ° ° d ° 4 ° 4 4 4 a n c Ll a 1 PLAN, MAIN FLOOR A2.13 1 /4" = 1'-0" Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 18 OCTOBER 2021 PLAN, MAIN FLOOR A2,0 13 a CO O O N O N O N O 1 1.4 G1 /1 3 3.1 3.2 A.7 2 1.41 G2 2 /3.33 2 2 3.11 PHOTOVOLTAIC SOLAR PANELS WILL BE SUBMITTED UNDER A SEPARATE PERMIT ALIGN STANDING SEAMS AT VALLEY - EACH SIDE 1 3 / NEW STANDING SEAM ROOF TO MATCH EXISTING - RIDGE VENT Q ° 4 Q p 2 Q.. 4 d a a °Q mlmll® 1 3.11 0 3 3,21 kWhill p 4 p Q I I ° d Q 4 - A.8 1I h, 1 N _ N 3. 1 RIDGE VENT 3.45 3.21 a kill 11 W i�� IHIH T Ildhil h Wid ad dd I I I Q 4 < �8 3 3.46 hhhIll �1� Ild INH I Im hilhildh mmid a —I A.9 p ° d ° p 4 GFI Q d @ d a Q 1.4 ° Q d 4 4 - 4 Q d _ Q _ Q °a 41 4 .d 4° Q d d - - -p 4 _ _ Q _ ° 1. d - _dQ- d ° Q 4. pQ 4 4 d 4 Q° 4 d p Q 4' d 4 ° 1:31 Q a a d d Q p d 4 d NEW STANDING SEAM ROOF a ® d Qffi 4 Q g a Q 4 4 Q d a 4 a 4 TO MATCH EXISTING ° Q - ° 4 Q - NEW GLASS44 4 Q 4 4 4 4 Q - Q.° CANOPY BELOW 4 4... d 4 4 Q °- d. ° 4 ,_ Q. G. � - Q .. 4 � 4 p° _ Q__- ° r7"� P4L�►N,R a -�.4 .4 A°. Q.. 4 _ .4 9 4. d 4 - Q° ` �_d_ .Q 4 ^ a a Q d.. _Q. A2.14 J 1 /4" = V-0" Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 18 OCTOBER 2021 PLAN, ROOF A2.14 CO O N O N a N O Stine --—————--------- —-----——————--------- —-------———————————— — —— — MAXIMUMHEIGHT Residence 389 - 3 112 B Garage Addition REMOVE EXISTING FASCIA REMOVE EXSITING FASCIA ACTUAL RIDGE --—————--------- — -----— — — — — —— —------- — — — — — — ——————— — — — — —— — — — —— ELEVATION 21702 98th Avenue West 384' - 8" Edmonds, WA 98020 REMOVE EXISTING CARPORT IN ITS ENTIRETY �� II MAIN FLOOR TOP --— — — — — —— --------——----— — — — — — —— PLATE 380' - 7 1 /2" ilt J] REMOVE EXISTING—; PARTIAL HEIGHT WALL e II I REMOE II II — _ _ _ _ — _ —L _ ___I__ _ — — WOODVDECK3TINc _ — _ _ _ _MAIN FLOOR J 372' -10 1 /2" II II —_—_—_-----I I_J�J1L��J�L JJIJ11J1JJJJJJJJ —_ — _ _ _ _ MAIN ENTRY _ _—_—_—_—_ — — t — Q ° 369' - 8 1 /2" 171 as ° Q BASEMENT — - — - — - — - — - — - -----� _ —¢-- —a - ° a-- _ — �� — --- °— —�— ----° ---------° ------------- EMEN�� — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — ----- —�— --------------------- ----- Q ° - . ° a a In Q ° ° a a. a ° Q . ° AVERAGE GRADE °a ° a Q Q ° ° a a Q 364' - 0 1 /2" ELEVATION, EXTERIOR - EAST DEMOLITION 1 /4" = 1'-0" REMOVE EXISTING CARPORT IN ITS ENTIRETY II II II II ----------I-- — -----I -- — — — — — II II — — — — — — — — — — — — — - 1 � J ELEVATION, EXTERIOR - NORTH DEMOLITION 1 /4" = 1'-0" MAXIMUM HEIGHT 389' - 3 1 /2" A.A,JL -k-i ACTUAL RIDGE _—_—_—_—_—_—_—_ ELEVATION 384' - 8" MAIN FLOOR TOP —---------------_ PLATE 380' - 7 1 /2" n REMOVE EXISTING III DECK IN ITS ENTIRETY IIIIIIIIIIIII III II III II IIIIIIIIIIIII III II II II _iLu_tLu_Lu_Lu_iLu — — — — — — — — — — — MAIN FLOOR ----� 372'-101/2" MAIN ENTRY OL -----7F ---- — — — — — — — — — -81/2" _ _ — — — — — —— BASEMENT — ----- ---—364'-7" AVERAGE GRADE 364' - 0 1 /2" RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I r.] 101411 Iffl 0.1a5016YA ELEVATIONS, EXTERIOR - DEMOLITION A3,001 a- 0 N O N O N O MAXIMUM HEIGHT - ----- - - ---------------------------------- -------- --- ------ 389'-31/2" REMOVE EXISTING DECK BJL IN ITS ENTIRETY REMOVE EXISTING FASCIA ACTUAL RIDGE ON$ ----- - - - — - — - - - - — - — - --------------------- — - — - — - -- — - — - — - - - EM -- RbVEEXI TINS LIDINN�D0� -- _ -- _ ELEVATI— 384'-g�� REMOVE EXISTING DOWNSPOUT REMOVE EXISTING CARPORT MAIN FLOOR TOP IN ITS ENTIRETY - - ---- - ---- ------—-—-—-—-—-—-—- — - — - -- PLATE 380' - 7 1 /2" LL II II II ----__ ---_� a II III --------- — _ J IIII II IIII I I F F � jl��rn �n ��r��rntir� rnl TT rrn mUrn rr m F1]—TF 7rn7rn� F1]-7F mrmrmrl]7rn7rnTr� rrn�r �n�n�r 11 rn mar FM r r r� rn In rrn � 1 11111I III IIII I II I I I111 1U�I IIIIII 1111 11 II II IIII I I I II II II II 1111 �I I I III I I I II II I II III IIIIIII 1 111 IIII I III IIII II II III I� 111111I �1II hII h'�If`111I fII1�I��ih Ma��-4-r 1 rI- HIHH; � HHHH HHHHHH IHH� r1hI II 11�111111 111111I I1 I1 I1 II 1hI 11�1I111 �1 I� 1 h�I H � hI I III 111 11111 11111111111111111 II 11 11111111N1 I1 � 1�1I11 1I�' I 1 11IJL4.- a �Iuu�u1� ��u� ��uuuU W I�u1��Uu I� Ilu u II11II I IIII-IIII,I1I1II DWI uLlu IN WuuWIIIIIII 111II I II II IIIIII II IIII IIIIII II IIlluWl ulu 1 I���I��I� ���uuuull �� ���� ����������LLL I�T�I� �I�� I����I 11 ILL ""' u ' � MAIN FLOOR -------------- ---------------- ------------ �—=—=__—___— r---- 1 I I -------------- 372-101/2 II III --——L-------------- MAIN ENTRY - - - -- a - - - - - — --- - a - 369'-81/2� I I I I I I I,I o II' II NEIMSOENTIREXISTING ETY GDOOR IIII I� IIII a I I °Ti a a ° a �:����� II I�zI II a a a a a. a --------- - - - - -- BASEMENT$ =-- ---- _ _--- --- -------- - —---- — - — - — - — - — - — - — - — - — - — - — - — - — - A347" VERAGRADE as 340 1/2" REMOVE EXISTING CONCRETE REMOVE EXISTING WINDOW PATIO IN ITS ENTIRETY & SAVE FOR REINSTALLATION ELEVATION, EXTERIOR - WEST DEMOLITION 1 /4" = 1'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 72 ri ) - - - — - —- - - REMOVE EXISTING DECK I I� � I r�7rn7rn7r�7rn7rn7rn�r ' I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I II II II II II II II II II II II II II II II I I l IIII II II II II II II II II II II II II II II II II I I l u� i� REMOVE EXISTING PATIO F MAXIMUM HEIGHT -389'-31/2" ACTUAL RIDGE ----- -------- - - - - - - ----- - - - - - ELEVATION 384' - 8" REMOVE EXISTING WALL SCONCE & REMOVE EXISTING CARPORT J-BOX - SAVE FIXTURE FOR MAIN FLOOR TOP - - REINSTALLATION - - - — - - - - — - - PLATE - 380' - 7 1 /2" I II II I II II n REMOVE EXISTING II CARPORT LIGHTING CONDUIT BACK TO -FLf-f----- — - — - — - ----- MAIN FLOOR 372' -101 /2" — - — - MAIN ENTRY a \1 a a 369' - 81 /2" a a I II REMOVE EXISTING STEPS 71 7 I I 4 4 a8 � °� 1111��'llll a Ill�ulll ILA ---- -------- ----------------BASEMENT$ ------ - — --- - --- - - - - - - --------------------- 364'-7 AVERAGE GRADE 364' - 0 1 /2" ELEVATION, EXTERIOR - SOUTH DEMOLITION 1 /4" = 1'-0" REMOVE EXISTING DOOR Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT IE:Z0Z41rffl 0.1a50[Ift ELEVATIONS, EXTERIOR - DEMOLITION A3,002 co N CD 0 N O 1 /4" = 1'-011 MAXIMUM HEIGHT — — 389' - 3 1 /2" ACTUAL RIDGE _—_—_—_—_—_—_—_—_ ELEVATIONS 384' - 8" MAIN FLOOR TOP —-----------_ PLATE 380' - 7 11/2" _—_ _ _—_—_—_—__ MAIN FLOOR 372' -10 1 /2 MAIN ENTRY oanl 0 � i,)ll III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III- _—_—_ MAXI MU T ACTUAL IDGE _______ ELEV TION 3 4' - 8" MAIN FL00� TOP — -----— —+ A Il111ATE !1 A 111 L J II III III III III III III III III III III III III III III III I �E I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I II I I-1 I I-1 I II I II II III-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I -1 I I-1 I I-1 I -1 I I-1 11= — III III III III III III III III III III III III III III III III III III III III III III III III III I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —I I —1 I I —III —I I —III —III —III —III —III —I 1I— �..I1� �I—ITS 11�11� _ 111 _�11�J 1�TI—IT 1LI1� _ 111 _111_J.J 1�TI—la L11LIl�___!11___�11�1 L�TI—la L1 ILI ICI TI—la L 1 ILI�1.111 _�I�I1 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-1 I I-1 I I-1 I I-1 I-1 I I —III —III —III —III —III —III —III —III —III —III —III —III —III —III —I I —III —III —I I —III —III —III —III —III —I 1I— III III III III III III III III III III III III III III III III III III III III III III III III III III: I -II I II I IIII I II I I IIII I I III I I II I II I II I II I II I II I II I II IIII IIIIIIIIIIIIIIIIIIIIII I III I II I II_I I I_I I II_I I III I I III III III III III: ELEVATION, EXTERIOR - NORTH 1 /4" = 1'-011 _—_—_—_ MAIN ENTRY 369' - 8 1 /2 BASEMENT �a�� � CISTERN HOSE BIBB Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I .Z•Z41r•7.1a5016YA ELEVATIONS, EXTERIOR - EAST AND NORTH A3,0 I 1 75 N 66 L!j a7 N O N O N a ---------- - ----- - - - - - ---------- -------- - ----- ---------------------------------------- MAXIMUM HEIGHT 389' - 31 /2' 2 ELEVATION, EXTERIOR - SOUTH A3.12 J 1 /4" = l'-0" PHOTOVOLTAIC SOLAR PANELS TO BE UNDER SEPARATE PERMIT ACTUAL RIDGE ELEVATION �I------------------------- 384'-8„ MAIN FLOOR TOP _ ELATE TEMPERED GLASS GUARDRAIL TEMPERED GLASS CANOPY _—_—_—_—_—_—_—_—_—_—_—_ MAIN FLOOR - PAINTED WOOD SHINGLES 372' -10 1/2" MAIN ENTRY 369' - 8 1 /2" BASEMENT 364' - 7" AGE GRADE 364' - 0 1 /2" �— CISTERN 359 - 0 1 HEIGHT 39' -- 31 /2" 'k 'Ll kL RIDGE EVATION$ 384' - 8" DOR TOP PLATE$ ff -- 7 1 /2" N FLOOR N ENTRY$ i9' - 81 /2" LSEMENT$ 364' - 7" E GRADE i4' - 0 1 /2" CISTERN$ 359' - 0" Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT IE:Z0Z41r*]:1a5016YA ELEVATIONS, EXTERIOR - WEST AND SOUTH A3,0 12 — - — - — - — - — - — --------------------------- ---- ----- ----------------- - ----- ---------------------------- MAXIMUM HEIGHT Stine r � 389' - 3- 31 /2" -' DECK CONSTRUCTION TO ONSIST OF APPROVED 2 Residence ; WOODS OF NATURAL RESISTANCE TO DECAY OR I 3.3 TREATED WOOD AND LABELED ACCORDINGLY. !BE ■ IRC R317.1 & R317.2 ACTUAL RIDGE �.�------------------------------- ----------------- ------------------------------------ Garage Addition 2 ELEVATION 384' - 8" 3.2 3.31 21702 98th Avenue West ■ Hardware and fasteners in contact with Edmonds, WA 98020 preservative -treated wood shall be of . MAIN FLOOR TOP ■ hot -dipped zinc galvanized steel, stainless steel, silicon bronze or copper. _____________ ___________ PLATE OgL In the absence of manufacturer's I --+------------ -- — --- FEE`=11 380'-71/2" recommendations a minimum of ASTM A 653 ■ type G185 zinc -coated galvanized steel, or equivalent, shall be used. Lt ■ IRC R317.3.1 IBC 2304.10.5.1 L3 � ..................... TEMPERED GLASS GUARDRAIL _ ° PAINTED STEEL CANOPY FRAMING ------------ VEGETABLE WASHING STATION BEYOND MODULAR UNIT RETAINING WALL 75 a LO N O N O N O --- -------------------------------- -- ------------------------_--------- I I i�i�i���������i�i�i�i�i�i�iill:�:� _ ■ — �■ . Ili 1 ■ ACTUAL RIDGE _ELEVATION$ 384' - 8" FLOOR TOP PLATE 380' - 71 /2" MAIN FLOOR 372' -10 1 /2" _ — _ MAIN ENTRY 369' - 8 1 /2" _ a BASEMENT$ 364' - 7" AGE GRADE 364' - 01 /2" 1J) J/O IJIM. A V L. J 1 HIIVLCOJ STEEL EXPANSION ANCHORS MODULAR UNIT RETAINING WALLS CISTERN - ------ - --- ----- 359'-0" - -III III III III III_ AIN ENTR 369' - 8 1/2" —------ - BASEMENT OL AGE GRADE Ji 364' - 01 /2" Ea ISTERN 359 - 0 III III III III III III III III III III III III III III -----------��---- n\ ��1-------���L I -� �--- ---G-----� MAXIM HEIGHT 389 SECTION, BUILDING - EAST -WEST AT STAIR ( 2 � SECTION, BUILDING - EAST -WEST AT DECK RAMP ACTUAL RIDGE —ELEVATION 384' - 8" FLOOR TOP PLATES 380' - 71 /2" MAIN FLOOR$ 372' - 10 1 /2" BASEMEN$ 364' - 7" I,GE GRADE 364' - 01 /2" --- CISTERN -- -- 359'-0" RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 18 OCTOBER 2021 SECTIONS, BUILDING A3,021 1 /411 = 1'-011 1 /4" = 1'-011 75 a co 66 a; N O N O N O � SECTION, BUILDING -NORTH-SOUTH AT STAIR LANDING 1 /4" = 1'-0" NEW LIGHT FIXTURE a -- _QO O a a aQ a rr - - - - ------ G a a4 ���tl---�--�- - - -------------- - ------ -- I III III III III III III III III III III SECTION, BUILDING - EAST -WEST AT MAIN ENTRY MAXIMUM_HEIGHT. 389' - 3 1 /2" ACTUAL RIDGE ELEVATIONS 384' - 8" MAIN FLOOR TOP _ PLATE � 380' - 7 1 /2" _ MAIN FLOOR 372' -10 1 /2" 364' - 0 1 /2 _ _ — _ CISTERN 359' - 0 MAXIMUM HEIGHT - 389' - 31 /2" ACTUAL RIDGE ELEVATION 384' - 8" MAIN FLOOR TOP —_—_— PLATE 380' - 7 1 /2" TEMPERED GLASS RAILING i MAIN FLOOR 372' - 10 1 /2" MAIN ENTRY 369' - 81 /2" WEATHERED STEEL CLADDING BASEMENT 364' - 7" _ CISTERN 359 - 0 I III III - Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT IE:Z0Z41r67.1a5016YA SECTIONS, BUILDING A3,022 1 /4" = 1'-0" -- ---------- --------------------------------------------------------------- MAXIMUM HEIGHT — - - 389' - 31 /2" n_JLA.7 nA8 nA9 _Lq 4 4 4 4 4 � a 75 a. co 66 m N O N O N O SECTION, WALL - AT BEDROOM EXTENSION 1 /2" = 1'-0" \ OPEN TO BEYOND / C? \/ n �0 i \ 4 4 4 ACTUAL RIDGE _—_—_—_ ELEVATION 384' - 8" MAIN FLOOR TOP PLATE 380' - 7 1 /2" MAIN FLOOR 372' -10 1 /2" JU`F - U I//- CISTERN 359' - 0" Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT IE:Z0Z41re7:3a 016YA SECTIONS, WALL A3,0 3 1 a co m N O N C) 0 N O It 0 — - — - — - — - — - — - — - — - - ----- - - ---------------------------------------------- MAXIMUM HEIGHT — — 389' - 3 1 %2" SECTION, WALL - AT NORTH ALCOVE 1 /2" = 1'-0" ACTUAL RIDGE - - - - - - — - — - — - — - - - - -- ELEVATION 384' - 8" STAINED 5/4X4 C STAINED 5/4XE EDGE DECKIN STAINED 1X6 6X6 F „1 11 „1 11 „1 I Ju'+ -v IIL 47_ _CISTERN 359 -0 --- SECTION, WALL - AT DECK 1 /2" = 1'-0" Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 18 OCTOBER 2021 SECTIONS, WALL A3,0 3 2 SECTION, WALL - AT DECK RAMP SECTION, WALL - AT DECK RAMP LANDING A3.33 1 /2" = 1'-0" 75 a; Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I r.Z0Z411IN: a5016YA SECTIONS, WALL (V O N C) O (V O A3,0 N N O N O N O PLAN, BASEMENT - REFLECTED CEILING Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLAN, BASEMENT - REFLECTED CEILING PLAN A9,001 1 /4" = 1'-0" DESIGN LOADS ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION, AS AMENDED BY THE CITY OF EDMONDS. LIVE LOADS IN ADDITION TO THE DEAD LOADS, THE FOLLOWING FLOOR LIVE LOADS WERE USED FOR DESIGN. LIVE LOAD REDUCTION IS PER IBC SECTION 1607.10. REDUCIBLE UNREDUCIBLE RESIDENTIAL FLOOR 40 PSF X EXTERIOR BALCONIES, DECKS 60 PSF X REFER TO TABLE 1607.1 IN THE IBC FOR RELEVANT CONCENTRATED LIVE LOADS ROOF SNOW LOAD THE ROOF SNOW LOAD IS DETERMINED USING CHAPTER 7 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION 1608 AND WITH THE FOLLOWING FACTORS: MINIMUM DESIGN LOAD 25 PSF WITHOUT DRIFT Pg = 20 PSF Ce = 1.0 Is= 1.0 Ct= 1.0 Pr = 14 PSF SEISMIC LOADS THE SEISMIC FORCE -RESISTING SYSTEM (SFRS) USED TO RESIST EARTHQUAKE AND WIND LOADS IS COMPRISED OF WOOD -FRAMED SHEAR WALLS. EARTHQUAKE DESIGN IS BASED ON THE EQUIVALENT LATERAL FORCE PROCEDURE IN ASCE 7 SECTION 12.8 WITH THE FOLLOWING FACTORS: SITE CLASS D RISK CATEGORY II SEISMIC DESIGN CATEGORY D Ss = 1.28 g le = 1.0 St = 0.45g R = 6.5 SIDS = 0.85 g CS = 0.130 SDI = 0.56 g WIND LOADS WIND LOAD IS DETERMINED USING CHAPTERS 26-31 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION 1609 WITH THE FOLLOWING FACTORS: RISK CATEGORY II Kt = 1.0 EXPOSURE CATEGORY B Gcpi = ±0.18 Vult = 97 MPH SOIL LOADS ALLOWABLE SOIL -BEARING PRESSURE 2000 PSF DL + ILL 2667 PSF DL + ILL + SEISMIC/WIND RETAINING WALLS 45 PCF (EQUIVALENT FLUID PRESSURE) UNRESTRAINED 60 PCF (EQUIVALENT FLUID PRESSURE) RESTRAINED SOILS THE SOIL BEARING CAPACITY AND RETAINING WALL EARTH PRESSURE DESIGN VALUES ARE PRESUMPTIVE CODE VALUES. FOUNDATIONS SHALL BE CONSTRUCTED ON COMPETENT BEARING SOIL THAT IS EVALUATED BY BUILDING INSPECTOR OR QUALIFIED PROFESSIONAL PRIOR TO PLACING CONCRETE. BACKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE THE WALLS AND SUPPORTING SLABS ACHIEVE 28 DAY CONCRETE STRENGTH OR THE WALLS ARE TEMPORARILY BRACED. ALL TOPSOIL ORGANICS AND LOOSE SURFACE SOILS HALL BE REMOVED FROM BENEATH FILL SUPPORTING CONCRETE SLABS OR PAVING. CONCRETE CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF IBC CHAPTER 19 CONCRETE MIXES CONCRETE SHALL BE f'c = 2,500 psi WITH A MINIMUM OF 5 SACKS OF CEMENT PER CY. AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C 260 SHALL BE USED IN ALL CONCRETE MIXES FOR FLATWORK WHICH IS EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 5 PERCENT ± 1 1/2 PERCENT BY VOLUME. THE AMOUNT OF ENTRAINED AIR SHALL BE MEASURED IN THE FIELD AT THE DISCHARGE FROM THE TRUCK. REINFORCING STEEL DEFORMED BARS ASTM A 615, GRADE 60 REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS, UNLESS NOTED OTHERWISE: USE COVER NONSTRUCTURAL SLAB -ON -GRADE MID -DEPTH WALL BARS: INTERIOR FACES 3/4" EXPOSED TO EARTH OR WEATHER 1 1/2" (#5 AND SMALLER) FOOTING BOTTOM BARS 3" (CAST AGAINST EARTH) TOP BARS 1 1/2" SIDE BARS 2" 7. L0 O N M N N O N M 00 STRUCTURAL NOTES STRUCTURAL STEEL REFERENCE SPECIFICATIONS STRUCTURAL STEEL AISC 360 - SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS WELDING AWS D1.1, TYPICAL AWS D1.3 FOR STEEL DECK AND COLD -FORMED FRAMING STEEL DECKING STEEL DECK INSTITUTE PUBLICATION NO. FDDM STEEL DECK INSTITUTE PUBLICATION NO. RDDM STEEL MATERIALS WIDE FLANGE SHAPES (W AND WT) PLATES (PL), BARS ANGLES (L), CHANNELS (C AND MC) STRUCTURAL TUBES (HSS) STRUCTURAL BOLTS ANCHOR RODS THREADED RODS WELDING ELECTRODES ASTM A 992 ASTM A 36 TYPICAL ASTM A 36 ASTM A 500, GRADE C ASTM A 307 ASTM A 307 ASTM A 36 OR ASTM A 307 70 KSI, LOW HYDROGEN, TYPICAL 60 KSI, MINIMUM, STEEL DECK WELDING ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS, AND SHALL BE PERFORMED BY AWS-WABO-CERTIFIED WELDERS. ONLY WELDS THAT ARE PREQUALIFIED, AS DEFINED BY AWS, OR QUALIFIED BY TESTING SHALL BE USED. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. WELDS SHOWN ON THE DRAWINGS ARE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES BASED ON THICKNESS. MINIMUM WELD SIZE SHALL BE 3/16-INCH, UNLESS NOTED OTHERWISE. THE WELDS SHOWN ARE FOR THE FINAL CONNECTIONS. FIELD WELD SYMBOLS ARE SHOWN WHERE FIELD WELDS ARE REQUIRED BY THE STRUCTURAL DESIGN. WHERE FIELD WELD IS NOT INDICATED, THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD -WELDED IN ORDER TO FACILITATE THE STRUCTURAL STEEL ERECTION. STEEL DECK STEEL DECK SHALL CONFORM TO ASTM A 653. WHERE THE DECK IS LEFT PERMANENTLY EXPOSED, GALVANIZED COATING SHALL CONFORM TO ASTM A 924, G90. IN OTHER AREAS, GALVANIZED COATING SHALL CONFORM TO ASTM A 924, G60. STEEL DECK SHALL CONFORM TO THE FOLLOWING: f PSI USE 40,000 MINIMUM COMPOSITE FLOOR/ROOF SLAB DECK kyAll kill VLLTiIIIIIII]_xi]:(rLL�leLyel:7�y:[i���I�[i]���Ie1� DECK WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3, "STRUCTURAL WELDING CODE - SHEET STEEL." WELDERS SHALL BE QUALIFIED BY WABO SHEET STEEL WELDER CERTIFICATION PROGRAM. ARC SPOT WELD SIZES NOTED ARE BASED ON THE NOMINAL (VISIBLE) DIAMETER. CONTRACTOR SHALL PROVIDE CLOSURE PLATES, FLASHING, AND ALL MISCELLANEOUS COLD -FORMED FRAMING NECESSARY TO COMPLETE THE WORK. THE MINIMUM BEARING SHALL BE 2 INCHES. WOOD WOOD CONSTRUCTION SHALL CONFORM TO ALL REQUIREMENTS OF IBC CHAPTER 23. SAWN LUMBER SAWN LUMBER SHALL CONFORM TO THE LATEST EDITION OF "GRADING AND DRESSING RULES" BY WCLIB OR "WESTERN LUMBER GRADING RULES" BY WWPA. LUMBER SHALL BE SEASONED DRY AND BE THE SPECIES AND GRADE SPECIFIED BELOW. USE GRADE Fb (PSI) (SINGLE USE) WALL STUDS 2" TO 4" THICK, 2" AND WIDER DOUGLAS FIR -LARCH STUD GRADE 700 PLANKING & PLATES 2" TO 4" THICK, 2" AND WIDER DOUGLAS FIR -LARCH NO. 2 900 JOISTS & RAFTERS 2" TO 4" THICK, 2" AND WIDER DOUGLAS FIR -LARCH NO. 2 900 BEAMS & STRINGERS 5"x5" AND LARGER DOUGLAS FIR -LARCH NO. 1 1,350 POSTS 5"x5" AND LARGER DOUGLAS FIR -LARCH NO. 1 1,200 4"X4" DOUGLAS FIR -LARCH NO. 1 1,000 STRUCTURAL COMPOSITE LUMBER STRUCTURAL COMPOSITE LUMBER PRODUCTS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND MANUFACTURED BY TRUS JOIST OR APPROVED EQUAL. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES: MODULUS OF ALLOWABLE TYPE ELASTICITY (PSI) FLEXURAL STRESS (PSI) PSL (COL) 1,800,000 2,400 PSL (BEAM) 2,000,000 2,900 LVL 2,000,000 2,600 LSL 1,300,000 1,700 LSL 1,550,000 2,325 WOOD I -JOISTS WOOD I -JOISTS SHALL BE MANUFACTURED BY TRUS JOIST OR APPROVED EQUAL. JOISTS SHALL BE OF THE SIZE AND PROFILE SHOWN ON THE DRAWINGS. JOISTS SHALL BE COMPATIBLE WITH THE LOAD, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF THE PROJECT. JOISTS SHALL BE SUPPLIED WITH THE PROPER END CONNECTIONS, WEB STIFFENERS, BRIDGING, AND BRACING TO PROVIDE LATERAL STABILITY OF ALL JOISTS. HANGERS SHALL BE PROVIDED BY THE JOIST SUPPLIER WHERE SUPPORT CONDITIONS REQUIRE THEM. WELDABLE HANGERS SHALL BE PROVIDED WHERE HANGERS ATTACH TO STEEL MEMBERS. WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF DOC PS 1 OR DOC PS 2. SHEATHING SHALL BE AS FOLLOWS: ROOF SHEATHING 19/32 CATEGORY APA RATED SHEATHING, 40/20, EXPOSURE 1 SUBFLOORING SHEATHING (TONGUE AND GROOVE) 23/32 CATEGORY APA RATED SHEATHING, 48/24, EXPOSURE 1 SHEAR WALL SHEATHING 15/32 CATEGORY APA RATED SHEATHING, 32/16, EXPOSURE 1 ALL ROOF SHEATHING AND SUBFLOORING SHALL BE INSTALLED WITH THE LONG DIMENSION PERPENDICULAR TO SUPPORTS, UNLESS NOTED OTHERWISE, AND WITH THE PANELS CONTINUOUS OVER TWO OR MORE SUPPORTS. INSTALL WITH 1/8" GAP BETWEEN PANELS. FLOOR DIAPHRAGM AND SHEAR WALL NAILS SHALL BE DRIVEN FLUSH, BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. TIMBER FASTENERS AND CONNECTORS WOOD CONNECTORS SHALL BE SIMPSON STRONG -TIE AS SPECIFIED IN CATALOG NO. C- C-2019, OR APPROVED EQUAL. INSTALL CONNECTORS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WITH NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE FASTENERS IN EACH MEMBERS. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A 307. PROVIDE STANDARD WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL SHIMS SHALL BE SEASONED DRY AND BE THE SAME GRADE (MIN) AS THE MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH LU SERIES JOIST HANGERS, UNLESS NOTED OTHERWISE. ALL DOUBLE AND TRIPLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH U SERIES HANGERS, UNLESS NOTED OTHERWISE. ALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE THE SIZE AND NUMBER INDICATED ON THE DRAWINGS. NAILING NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.9.1 OF THE IBC. POWER -DRIVEN NAILS MAY BE SUBSTITUTED FOR COMMON NAILS AT SPACING AS FOLLOWS: ALTERNATE NAILING SCHEDULE FASTENER TYPE SHANK DIAMETER LENGTH SPACING 8d COMMON 0.131" 2 1/2" 16" 12" 8" 6" 4" 3" 2" 16d SHORT 0.131 " 3 1 /4" 16" 12" 8" 6" 4" 3" 2" 10d COMMON 0.148" 3" 16" 12" 8" 6" 4" 3" 2" 16d SHORT 0.131 " 3 1 /4" 12" 10" 6" 4" 3" 2 1/2" 1 1/2" 16d COMMON 0.162" 3 1/2" 16" 12" 1 8" 1 6" 1 4" 3" - 16d SHORT 0.131 " 3 1 /4" 10" 8" 1 5" 1 4" 12 1/2" 1 2" i - ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE -TREATED LUMBER SHALL BE GALVANIZED WITH A MINIMUM COATING OF 1.85 OUNCES/SQUARE FOOT. IDENTIFICATION ALL SAWN LUMBER AND PREFABRICATED WOOD PRODUCTS SHALL BE IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY. GLUED FLOOR AND ROOF SYSTEM ALL HORIZONTAL SHEATHING SHALL BE GLUED TO FLOOR JOISTS, ROOF TRUSSES, ROOF JOISTS, RIM BOARDS, AND BLOCKING. THE FIELD -GLUED SYSTEM SHALL BE INSTALLED ACCORDING TO THE RECOMMENDATIONS OF THE APA. GLUE SHALL BE APPLIED TO THE SUPPORTING FRAMING AND TO THE GROOVE IN THE EDGE OF THE T&G PANELS. GLUE SHALL MEET THE REQUIREMENTS OF THE APA ADHESIVE SPECIFICATION AFG-01 AND SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. PRESERVATIVE -TREATED WOOD WOOD SHALL BE PROTECTED FROM DECAY AND TERMITES IN ACCORDANCE WITH IBC 2304.12. PRESERVATIVE -TREATMENTS SHALL CONFORM TO THE APPROPRIATE STANDARDS OF THE AWPA FOR SAWN LUMBER, GLUED -LAMINATED TIMBER, ROUND POLES, PILES, AND MARINE PILES AND SHALL BEAR A TREATMENT IDENTIFICATION MARK BY THE CERTIFYING AGENCY. ALL LUMBER IN CONTACT WITH CONCRETE OR GROUND SURFACES SHALL BE PRESERVATIVE -TREATED. PRESERVATIVE TREATMENT SHALL NOT REDUCE ALLOWABLE DESIGN STRESSES. DRAWING LIST S0.01 STRUCTURAL NOTES AND DRAWING LIST S0.02 STRUCTURAL ABBREVIATIONS AND SYMBOLS S2.10 FOUNDATION AND VAULT PLAN S2.11 GARAGE AND BASEMENT FRAMING PLAN S2.12 GARAGE ROOF FRAMING PLAN S2.14 ROOF FRAMING PLAN S3.12 ELEVATIONS S4.00 CONCRETE DETAILS S5.00 TYPICAL WOOD DETAILS S5.02 WOOD DETAILS S5.05 WOOD SHEAR WALL SCHEDULE & DETAILS S6.00 CANOPY DETAILS SETBACK MODULAR UNITS H 2 0 w J J LEVELING PAD, 3/4" CLEAN SRUSHED STONE, 6" MIN THICK REINFORCED SOIL ZONE I I 1 FINISHED GRADE LOW PERMEABILITY SOIL ' RETAINED SOIL ZONE y GEOSYNTHETIC / FILL IN REINFORCED ZONE REINFORCEMENT SHALL BE SAND/GRAVEL _ PER SCHEDULE COMPACTED TO A MINIMUM OF 92% OF MODIFIED zllr::!: I PROCTOR DENSITY � LIMIT OF EXCAVATION UNIT DRAINAGE FILL, 3/4" CLEAN CRUSHED STONE 4"0 PERFORATED 18" MIN DRAINAGE COLLECTION PIPE NOTES: 1. MODULAR UNITS SHALL BE KEYSTONE BROADSTONE 8" STRAIGHT, OR APPROVED EQUIVALENT MECHANICALLY STABILIZED EARTH WALL DETAIL H = 2'-8" MAX H = 2'-8" TO 4'-4" H = 4'-4" TO T-0" (NO GEOGRIDS REQ'D) SYMBOL INDICATES LOCATION AND LEGEND: 4' LENGTH OF GEOGRID MEASURED FROM FRONT OF WALL TO END OF GEOGRID GEOGRID SCHEDULE Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 08/03/21 STRUCTURAL NOTES AND DRAWING LIST S0001 2 r 0 N M N N 0 N M 00 STRUCTURAL ABBREVIATIONS AB ANCHOR BOLT IF INSIDE FACE ADD'L ADDITIONAL IN INCH ADH ADHESIVE INFO INFORMATION ADJ ADJUSTABLE INT INTERIOR AESS ARCHITECTURALLY EXPOSED JST JOIST STRUCTURAL STEEL JT JOINT AFF ABOVE FINISH FLOOR K KIP (1,000 LBS.) AGG AGGREGATE KSF KIPS PER SQUARE FOOT ANCH ANCHOR LF LINEAL FOOT ARCH ARCHITECTURAL LFH LONG FACE HORIZONTAL ARID ADHESIVE REINFORCING DOWEL LLH LONG LEG HORIZONTAL B/ BOTTOM OF LLV LONG LEG VERTICAL BLDG BUILDING LNGT LONGITUDINAL BLKG BLOCKING LP LOW POINT BM BEAM LSL LAMINATED STRAND LUMBER BN DIAPHRAGM BOUNDARY NAILING LVL LAMINATED VENEER LUMBER BOT BOTTOM MAX MAXIMUM BRG BEARING MECH MECHANICAL BSMT BASEMENT MFR MANUFACTURER BTWN BETWEEN MIN MINIMUM BUR BUILT-UP ROOF MISC MISCELLANEOUS C CAMBER MOM MOMENT CAP CAPACITY NIC NOT IN CONTRACT CC CENTER TO CENTER NO NUMBER CDF CONTROLLED DENSITY FILL NOM NOMINAL CFS COLD -FORMED STEEL NS NEAR SIDE CIP CAST -IN -PLACE NS NONSHRINK CJ CONSTRUCTION OR CONTROL JOINT NTS NOT TO SCALE CJP COMPLETE JOINT PENETRATION OC ON CENTER CL CENTERLINE OD OUTSIDE DIAMETER CLG CEILING OF OUTSIDE FACE CLR CLEAR OPNG OPENING CMU CONCRETE MASONRY UNIT OPP OPPOSITE COL COLUMN P POST CONIC CONCRETE PAF POWER ACTUATED FASTENER CONN CONNECTION PC PIECE CONST CONSTRUCTION PC PILE CAP CONT CONTINUOUS PEN PENETRATION CONTR CONTRACTOR PJP PARTIAL JOINT PENETRATION CONTY CONTINUITY PL PROPERTY LINE COORD COORDINATE PL PLATE CTR CENTER PLWD PLYWOOD CY CUBIC YARD PNL PANEL DB DIVIDER BEAM PSF POUNDS PER SQUARE FOOT DBA DEFORMED BAR ANCHOR PSI POUNDS PER SQUARE INCH DBL DOUBLE PT POST -TENSIONED DCW DEMAND CRITICAL WELD PT PRESERVATIVE -TREATED DEMO DEMOLISH PWT PREFABRICATED WOOD TRUSS DET DETAIL R RADIUS DF DOUGLAS FIR RD ROOF DRAIN DIA DIAMETER REINF REINFORCING DIAG DIAGONAL REM REMAIN(DER) DKG DECKING REQ'D REQUIRED DIN DOWN RND ROUND DO DITTO RO ROUGH OPENING DWF DEFORMED WIRE FABRIC RTN RETURN DWG DRAWING Sc SLIP CRITICAL DWL DOWEL SCHED SCHEDULE EA EACH SDCI SEATTLE DEPARTMENT OF EF EACH FACE CONSTRUCTION AND INSPECTIONS EL ELEVATION SDQ SPECIAL DUCTILE QUALITY ELECT ELECTRICAL SECT SECTION ELEV ELEVATOR SFRS SEISMIC FORCE -RESISTING SYSTEM EN PANEL EDGE NAILING SHT SHEET EQ EQUAL SHTG SHEATHING EQUIP EQUIPMENT SIM SIMILAR ES EACH SIDE SOG SLAB -ON -GRADE EW EACH WAY Sp SPACE EX EXISTING SPEC SPECIFICATION EXP EXPANSION SQ SQUARE EXT EXTERIOR SST STAINLESS STEEL F FAHRENHEIT ST SUSTAINED TENSION ANCHOR FD FLOOR DRAIN STD STANDARD FDN FOUNDATION STIFF STIFFENER FF FINISH FLOOR STIRR STIRRUP FIN FINISH STL STEEL FLG FLANGE STRUCT STRUCTURAL FLR FLOOR SUPP SUPPORT FOB FACE OF BUILDING SYM SYMMETRICAL FS FAR SIDE T&B TOP AND BOTTOM FT FEET T&G TONGUE AND GROOVE FTG FOOTING T/ TOP OF GA GAUGE TB TABLE GALV GALVANIZED THK THICK(NESS) GB GRADE BEAM THRU THROUGH GEN GENERAL TRANS TRANSVERSE GL GLUED LAMINATED TIMBER TYP TYPICAL GOVT GOVERNMENT UNO UNLESS NOTED OTHERWISE GR GRADE UT ULTRASONIC TESTING GWB GYPSUM WALL BOARD VERT VERTICAL HF HEM -FIR VIF VERIFY IN FIELD HGR HANGER W W-SHAPE HK HOOK W/ WITH HORIZ HORIZONTAL W/O WITHOUT HP HIGH POINT WD WOOD HSS HOLLOW STRUCTURAL SECTION WHS WELDED HEADED STUD IBC INTERNATIONAL BUILDING CODE WL WATER LINE ID INSIDE DIAMETER WP WORK POINT IE INVERT ELEVATION STRUCTURAL DRAWING SYMBOLS CONCRETE SYMBOLS STEPPED FOOTING LOW SIDE CONCRETE WALL ABOVE OR PASSING THRU LEVEL PARTIAL HEIGHT CONCRETE WALL CONCRETE IN CROSS SECTION STEEL SYMBOLS I110STEEL COLUMN ABOVE OR PASSING THRU THIS LEVEL STEEL COLUMN BELOW THIS LEVEL STEEL IN CROSS SECTION TOP OF STEEL CAMBER AT MID -SPAN ELEVATION DEVIATION FROM NUMBER OF STUDS TYPICAL BEAM SIZE SPECIAL MOMENT RESISTING FRAME COLUMN ` CONNECTION BELOW -- W24x55 [20] C 3/4" (-10") FULL HEIGHT PLATE MOMENT OR TENSION RESISTING U CONNECTION CONNECTION ----------- � BEAM PENETRATION FH U � r MEMBER OF THE �, 04 < N SEISMIC FORCE - SPECIAL STUD co Lo � ao N RESISTING SYSTEM SPACING FOR IWIL6 X N co GIRDERS CO N BRACED It FRAME x ABOVE Y BRACED FRAME BELOW NUMBER OF BOLTS IN SPECIAL CONNECTIONS - NUMBER OF BOLTS IN CONNECTION IF DIFFERENT FROM TYPICAL SCHEDULE �(1011 IILO BOT FLANGE BEAM BRACE SHOP WELDED CANTILEVER S 77 7/777/7 PLAN NORTH i i L 1 S3.1 100'-0" T/SLAB LEVEL 01 GENERAL SYMBOLS Lei0-11Q1 111 1 11 SURFACE - SLOPE UP SURFACE -STEPPED SURFACE - SLOPE DOWN SURFACE - SLOPE TWO WAYS UNDISTURBED SOIL, COMPACTED SOIL, BACKFILL, OR ANY PREPARED SUBGRADE. SEE SPECIFICATIONS FOR TYPE OF MATERIAL AND PREPARATION METHOD. STANDARD SECTION CUTS ELEVATION OF WALL OR FRAME SPOT ELEVATION TOP OF PLYWOOD TOP OF CONCRETE TOP OF STEEL TOP OF CONCRETE ELEVATION TOP OF STEEL ELEVATION REFERENCE ELEVATION. REFER TO PLAN UNLESS NOTED OTHERWISE. ELEVATION OF LEVEL DIRECTION OF DOWNWARD SLOPE DIRECTION OF SPAN EXISTING FRAMING WOOD SYMBOLS ENGINEERED LUMBER SECTION (PSL, LSL, LVL) SOLID WOOD SECTION SOLID WOOD BLOCKING SECTION 0 BUNDLED STUDS, WOOD POST BEAM / GIRDER / JOIST WALL ABOVE THIS LEVEL WITH HEADER BELOW E — — — — — — — — :I WALL BELOW THIS LEVEL WITH HEADER BELOW WALL ABOVE THIS LEVEL E — — — — — — — — �] WALL BELOW THIS LEVEL Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 08/03/21 STRUCTURAL ABBREVIATION AND SYMBOLS S0002 rl- N M N N O N Cl) 00 00 O N M N N O N Cl) 00 7 r N N LO CD N N co co U U U GARAGE ROOF FRAMING PLAN 1/4" = 1'-0" PLAN NOTES: FERENCE DRAWINGS: SO.OX - STRUCTURAL NOTES, ABBREVIATIONS AND SYMBOLS S4.OX - TYPICAL CONCRETE DETAILS S5.OX - TYPICAL WOOD DETAILS ON PLAN NOTES: qB-OWGRADE SHALL BE 4" THICK WITH #4 @ 18" OC EW, O. BASE FOR SLAB -ON -GRADE SHALL CONSIST OF VAPOR TARDER OVER COMPETENT COMPACTED SOIL FREE OF GANICS. qB SHALL BE 4" CONCRETE OVER 3"-20 GAUGE TYPE W ,MPOSITE STEEL DECK WITH #4 @ 18" OC EW CENTERED IN ,NCRETE. ADD #5 BOT CONT IN EACH DECK FLUTE. 4MING PLAN NOTES: E THE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND R NON -BEARING WALL LOCATIONS. WALL STUDS SHALL BE i @ 16" OC, UNO. E ARCHITECTURAL DRAWINGS FOR FLOOR AND PLATE VATIONS. ,OR AND WINDOW HEADERS SHALL BE LSL 3-1/2x7-1/4, UNO. ,OF CONSTRUCTION SHALL BE 23/32 CATEGORY TONGUE AND OOVE RATED SHEATHING. DIAPHRAGM NAILING SHALL ,NSIST OF 10d @ 6" EDGE NAILING AND 10d @ 12" OC FIELD ILING, TYP UNO. INDICATES WOOD COLUMN ABOVE. PLACE EXISTING WINDOW HEADER WITH (2) 1.75x7.25 LVL ADER TO ALLOW 6'-8" CLEAR. RIP LVL'S TO MAXIMIZE PTH OF HEADER (6" MIN) TO PROVIDE 6'-8" CLEAR HEIGHT THE OPENING. ADD (1) KING STUD AND (2) TRIMMERS AT CH SIDE OF HEADER. SHORE EXISTING FLOOR FRAMING AS QUIRED. TYPICAL HANGER SCHEDULE MEMBER SIZE FACE TOP FLANGE 2x6 LUS26 J B26 2x8 LUS28 J B28 2x10 U210 JB21OA 9-1/2" TJI 210 IUS2.06/9.5 ITS2.06/9.5 (2) 9-1/2" TJI 210 MIU4.28/9 MIT4.28/9.5 3-1/2x9-1/2 LSL HU410 (MAX) LBV3.56/9.5 Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 08/03/21 GARAGE ROOF FRAMING PLAN S2012 a M O O (V O N LO N 00 ROOF FRAMING PLAN 1/4" = V-0" T T OTES: 3E DRAWINGS: STRUCTURAL NOTES, ABBREVIATIONS AND SYMBOLS TYPICAL CONCRETE DETAILS TYPICAL WOOD DETAILS 'LAN NOTES: ,RCHITECTURAL DRAWINGS FOR FLOOR AND PLATE VS. ) WINDOW HEADERS SHALL BE LSL 3-1/2x7-1/4, UNO. JSTRUCTION SHALL BE 19/32 CX PLYWOOD. �M NAILING SHALL CONSIST OF 10d @ 6" EDGE ND 10d @ 12" OC FIELD NAILING, TYP UNO. Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 08/03/21 ROOF FRAMING PLAN S2014 N M N N O N Cl) 00 4" @ 12" OC VERT, CENTERED IN WALL #4 @ 12" OC HORIZ T/GRADE (FIN SURFACE PER ARCH) CONC PER F 0 I o z T 75 #4@12"OCBOT (3) #4 CONT, LAP 30" MIN WALL SECTION 3/4" = 1'-0" SUMP SECTION 3/4" = V-0" c C c FOOTING CL POST, FOOTING 1 CO POST PER PLAN CBSQ44-SDS2 POST BASE T/FTG 0 B/FTG (3) #4 EW BOT T/WALL B/FTG f VV I IIVV JTEP PER 10/S4.00 E■ T/SLAB PER ARCH NOTES: 1. SEE 8/S4.00 FOR INFORMATION NOT SHOWN. GARAGE OPENING SECTION 3/4" = 1'-0" CL POST, FOOTING ADD 4" WIDE GROUT BI AS REQ'D AT COL (NO SOIL NEXT TO WOOD) 6/S4.00 FOOTING 3/4" = 1'-0" POST PER PLAN CBSQ44-SDS2 POST BASE T/GRADE (FIN SURFACE PER ARCH) z C°2iT/FTG 0 B/FTG (3) #4 EW BOT STEP SYMBOL / LOW SIDE ON PLAN OF STEP Trl RAAT('LJ C(1(1TIAIl- r3r1T MCIAIC MIN MIN TYP STEPPED FOOTING DETAIL � U U_ _ B/FTG B/BEAM PER ARCH CONIC ON METAL DECK PER PLAN T/SLAB PER ARCH (2) #5 TOP #4@8"OC #4 (2) #5 BOT 8" CONCRETE BEAM SECTION 3/4" = 1'-0" 5/8"0 ANCHOR BOLTS W/ 7" MIN EMBED W/ GALV WASHER PL1/4x3x0'-3" @ 24" OC MAX, TYP 2VJMS 5/4" DECKING PER ARCH T/WALL JOISTS PER PLAN 00 B/FTG (3) #4 CONT, LAP 30" MIN V-6" i NOTES: 1. SEE 8/S4.00 FOR REINFORCEMENT NOT SHOWN STEM WALL - EAST ENTRY 3/4" = 1'-0" Lbt CORNER BAR Lbt FJ 180' HOOKS STD HOOK INTERSECTIOP BAR UP TO 2'-0" TO 4'-0" 2'-0" #3 @ 8" OC TYP WALL STEEL HOOK W/ 180' HOOKS BARS W/ 180' HOOKS PLAN VIEW TYP CONCRETE WALL DETAILS CONC Cr" ft ACTAI DECK P CONCRETE SECTION 3/4" = 1'-0" 5/8"0 ANCHOR BOLTS W/ 7" MIN EMBED W/ GALV WASHER PL1/4x3x0'-3" @ 48" OC MAX, TYP SLAB ON GRADE PER PLAN #4 @ 12" OC BOT (3) #4 CONT, LAP 30" MIN CI Ao ON GRADE PLAN T/SLAB PER ARCH WALL PLAN PT2x6 T/STEM WALL z C° T/GRADE (2) #4 TOP z 6" g _ #4 @ 12" OC HORIZ — o I #4 @ 12" OC VERT, CENTERED IN WALL 2'-0" TYP STEM WALL 3/4" = V-0" i� #4 @ 1; CENTE #4 @ 1; 0 B/FTG T/SLAB MAT REINF PER PLAN T/MAT FDN PER PLAN NOTES: 1. 8"0 OPENINGS ARE ALLOWED IN THE CONCRETE WALL WITHOUT ADDITIONAL REINFORCING FOR PIPE PENETRATIONS. PROVIDE 24" MINIMUM SPACING BETWEEN PENETRATIONS. SECTION AT DETENTION VAULT Stine Residence Garage Addition 21702 98th Avenue West Edmonds, WA 98020 RESUB Oct 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 08/03/21 CONCRETE DETAILS S4000 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = V-0" M N M N N O N Cl) 00 N Cl) N N O N Cl) 00 M N Cl) N N O N Cl) 00 N M N N O N Cl) 00