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APPROVED BLD RESUB 1-BLD2024-1470+Architectural_Plan+12.12.2024_4.36.42_PM+4668062PROJECT NOTES PROJECT DESCRIPTION NEW PROPOSED DECK AND FENESTRATIONS OF DINING ROOM. REGULATORY 1. ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE FOLLOWING APPLICABLE CODES USED IN THE DESIGN: • 2021 INTERNATIONAL RESIDENTIAL CODE • 2021 UNIFORM PLUMBING CODE • 2021 INTERNATIONAL MECHANICAL CODE • 2021 WASHINGTON STATE ENERGY CODE • 2021 INTERNATIONAL FIRE CODE 2. A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, ELECTRICAL AND/OR MECHANICAL WORK AS APPLICABLE. 3. A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB SITE DURING CONSTRUCTION. ARCHITECTURAL 1. CONTRACTOR SHALL VERIFYALL DIMENSIONS AND CONDITIONS OF THE BUILDING AND SITE. IN EVENT OF ANY DISCREPANCY BETWEEN CONTRACT DOCUMENTS AND EXISTING CONDITIONS, OR BETWEEN CONTRACT DOCUMENTS THEMSELVES, THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER PRIOR TO PROCEEDING WITH WORK. 2. DIMENSIONS TO FACE OF CONCRETE, FRAMING OR AS NOTED. 3. IN THE EVENT OF FIELD ERRORS OR OMISSIONS, THE GENERAL CONTRACTOR SHALL NOTIFY DESIGNER AND MAKE NO REPAIRS WITHOUT APPROVAL. 4. DO NOT SCALE CONTRACT DOCUMENTS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, ITS COMPONENT EQUIPMENT, AND PARTS. 6. CONTRACTOR SHALL PROVIDE WORK AND WORKMANSHIP IN A WAY TO MEETALLAPPLICABLE CODES. 7. CONTRACTOR SHALL COORDINATE ALL TECHNICAL TRADES AND SUBCONTRACTORS TO VERIFY MEETING THEIR REQUIREMENTS AS PART OF THEIR CONTRACT. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 9. ALL WASTE AND REFUSE CAUSED IN CONNECTION WITH THE WORK SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. THE PREMISES SHALL BE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER. 10. CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION, AND SAFETY OF THE SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. CONTRACTOR TO TEST FOR LEAD IN PAINTAND ASBESTOS IN AREAS BEING WORKED ON AND REMOVE USING APPROPRIATE ABATEMENT METHODS IF NECESSARY. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PROJECT TEAM OWNER: Molly Jenkins 18914 94th Ave W. Edmonds, WA 98020 mollykaiserman@gmail.com DESIGNERIAPPLICANT: Alexandra Immel Residential Design, LLC 5306 Ballard Ave. NW, Ste. 225 Seattle, WA 98107 p: 206. 501.3038 Contact: Tracy Ronaldson admin@alexandraimmeldesign.com STRUCTURAL ENGINEER: Basri Basri B2 Engineers p: 425.318.7047 basri@b2engineers.com CONTRACTOR: Space � Craft Homes 2701 California Ave SW Seattle, WA 98116 p: 206.818.9653 Contact: Caleb Quick restoredremodel@gmail.com LIST OF DRAWINGS A- ARCHITECTURAL A0.0 COVERSHEET SURVEY A1.1 SITE PLAN A1.2 ENLARGED SITE PLAN A2.1 BASEMENT FLOOR PLAN A2.2 FIRST FLOOR PLAN/PARTIAL DEMO PLAN A2.3 ATTIC FLOOR PLAN A2.4 ROOF PLAN A3.1 ELEVATIONS A3.2 ELEVATIONS A4.1 SECTION &DETAILS A7.1 WINDOW &DOOR SCHEDULE/ INT. ELEVATION A8.1 LIGHTING PLAN S- STRUCTURAL S-0 GENERAL NOTES &SPECIFICATIONS S-1 FRAMING PLANS &DETAILS PLANS MUST BE ON JCS SITE LOT INFORMATION PARCEL : 00434600006403 ADDRESS: 18914 94TH AVE W , EDMONDS, WA 98020-2322 ZONING: Rs-12 OCCUPANCY: R-3 LEGAL DESCRIPTION: EDMONDS SEA VIEW TRACTS BLK 000 D-03 -BEG SE COR TR 64 TH N00*19 37E ALG ELN SD TR 110FT TH N89*15 23W 50FT TH S 78*28 37W 63.92FT TH S65*13 37W 84FT TH SO4*55 27W 60.39FT M/L TO PT ON S LN SD TR TH S89*15 23E ALG S LN SDTR 193.47FT TO SE COR SD TR THE POB PARCEL AREA: 0.41 ACREs MAX LOT COVERAGE: 35°�° OF PARCELAREA MAX HEIGHT: 25' BUILDING INFORMATION GROSS SF - EXISTING (E)UNHEATED NEW DEMO SINGLE FAMILY STRUCTURE: ATTIC 260 1ST FLOOR 1,536.34 BASEMENT 1,269.47 TOTAL HEATED - 2805.81 2805.81 ■ Hardware and fasteners in contact with I preservative -treated wood shall be of .hot -dipped zinc galvanized steel, I I stainless steel, silicon bronze or copper. • In the absence of manufacturer's I I recommendations aminimum of ASTM A 653 type G185 zinc -coated galvanized steel, or I I equivalent, shall be used. RC R317.3.1 IBC 2304.10.5.1 Cit Of Edmonds y Building Department Work REMODEL AND DECK Address 19814 94TH AVE W Owner JENKINS Approved Date . . � Building Official ; �� Permit Number BLD2024-1470 ENERGY CODES ENERGY CREDITS PER R406.2 & R406.3 NO ADDITIONAL SF ADDED REQUIRES 0 CREDITS BUILDING ENVELOPE COMPLIANCE TO FOLLOW PRESCRIPTIVE TABLE R402.1.1. WITH OPTION 1 MODIFICATIONS: INSULATION MINIMUM R-VALUE: WOOD FRAMED WALLS: 20+5 OR 13+10 HEADERS AT EXT. WALLS: 10 FLOORS OVER UNHEATED SPACE 30 CEILINGS: 60 VAULTED CEILINGS: 38 SLAB R-VALUE &DEPTH 10, 4 FT BELOW -GRADE WALL R-VALUE 10/15/21 INT + 5TB MAXIMUM U-VALUE: FENESTRATION: .30 SKYLIGHTS: .50 THE BUILDER SHALL COMPLETE AND POST AN "INSULATION CERTIFICATE FOR RESIDENTIAL CONSTRUCTION" WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. SEALED AIR BARRIER NO PROPOSED ADDITIONAL SF. MECHANICAL EXISTING GAS BOILER HEATING SYSTEM TO REMAIN. MECHANICAL VENTILATION: NO PROPOSED WORK REQUIRING NEW MECHANICAL VENTILATION WATER HEATER EXISTING WATER HEATER TO REMAIN. LIGHTING ALL PERMANENTLY INSTALLED LIGHTING FIXTURES, EXCLUDING KITCHEN APPLIANCE LIGHTING FIXTURES, SHALL CONTAIN ONLY HIGH -EFFICACY LIGHTING SOURCES, PER WSEC R404.1. VICINITY MAP 00434600007401 00434600007402 a' L 0 0 3 O n^�, N N \W O O p O O c 70317��'�" •Q � 00434600007so3 � � o o c o 0 0 v � 00434600007602 a e 0 N O A 0 0 o c 0 0043;000007/01 � e � e a o � 0 0 0 0 0 N O O b O v o `•� 0 00434600007801 0 N 19�tr' P� gW 0 50 100ft 00434600007901 00434600006201 00434600006503 00434600006500 O a '& v 00434600006401 00434600006 00434600006403 00434600006302 00434600006301 0 0 a � 00434600006304 . ...,��: 00434600004606 00434600004604 00434600004607 00434600004603 00434600004703 00434600004705 = 00434600004/07 � 00434600004706 01 O � 0 o .f o O 0 00434600004702 a � � v o a O c 190th St SW 00434600005004 00434600005002 U' � o'� 0 o �Oh 0 0 r'a p6� o a �O e o04.34600006202 lg�' o a 0 o A a � '� s/ 00434600006205 !� ABBREVIATIONS ADD'L ADDITIONAL DIM DIMENSION FIN FINISH FV FIELD VERIFY MAT'L MATERIAL PT PAINT ADJ ADJUSTABLE DN DOWN FL FLOOR GC GENERAL CONTRACTOR MAX MAXIMUM PTD PAINTED SS STAINLESS STEEL AFF ABOVE FLOOR FINISH DR DOOR FLR FLOOR GWB GYPSUM WALLBOARD MDF MEDIUM -DENSITY FIBERBOARD RCP REFLECTED CEILING PLAN STL STEEL APPROX APPROXIMATE DS DOWNSPOUT FLUOR FLUORESCENT HB HOSE BIB MECH MECHANICAL REF REFERENCE STRL STRUCTURAL BLDG BUILDING DWG DRAWING FO FACE OF HD HEAD MFR MANUFACTURER REFR REFRIGERATOR TBD TO BE DETERMINED B.O. BOTTOM OF (E) EXISTING FOC FACE OF CONCRETE HDWD HARDWOOD MIN MINIMUM REQ REQUIRED T.O. TOP OF CL CENTER LINE E EAST FOF FACE OF FRAMING HR HOUR MISC MISCELLANEOUS RM ROOM TYP TYPICAL CLG CEILING EA EACH FO FIN FACE OF FINISH HT HEIGHT MTL METAL RO ROUGH OPENING UNO UNLESS NOTED OTHERWISE CTR CENTER ELEC ELECTRICAL FDIC FURNISHED BY OWNER ID INTERIOR DESIGN (N) NEW S SOUTH VIF VERIFY IN FIELD CONC CONCRETE ELEV ELEVATION INSTALLED BY CONTRACTOR INCL INCLUDE N NORTH SD SMOKE DETECTOR W WEST or WIDTH CONT CONTINUOUS EP ELECTRICAL PANEL FO10 FURNISHED BY OWNER INSUL INSULATION N/A NOT APPLICABLE SF SQUARE FOOT OR FEET W/ WITH CPT CARPET EQ EQUAL INSTALLED BY OWNER IN INCHES NIU NOT IN USE SIM SIMILAR W/IN WITHIN (D) DEMOLISH EQUIP EQUIPMENT FRMG FRAMING INT INTERIOR OC ON CENTER SOG SLAB ON GRADE WD WOOD DESCR DESCRIPTION EXT EXTERIOR FT FOOT OR FEET JT JOINT � PROPERTY LINE SPEC SPECIFICATION WT WEIGHT DIA DIAMETER FD FLOOR DRAIN FTG FOOTING LTG LIGHTING PLYWD PLYWOOD SQ SQUARE 00588600000400 00588600000500 004346000048 o a O o o � 0 0 �� v O o c O � 190th St SW 004 00434600004903 Oy 0 oo`' 004� O� P1p ?� o° o� �Oy� 00434600004905 O� P° O� O 0043 \�MEL RES/�F z a x� c� c � z 0 R�TTCF WA • 2p6 �o��� t�a�a :� � RFc,tuTER�D Ar�CHlTECT L, �VI�o�'�--- TRACYL.RONALDSOM j STATE OFINASHlNGTON ��Yi Z 0 w 0 w v CV � O � � w � O � Q w m to w Z W o Q Z N w O Z u C � 0 � 2 Z Z � � a .J w _ 3J � � Q � LJJ w > w H W � w Z � O� w � 0 � w � V ZO PRINT DATE: 12/12/24 v DRAWING ISSUE: DATE: Z PRELIM. PRICING SET 10.02.24 Q PERMIT SET 11.06.24 Z PERMIT, CORR #1 12.12.24 O p DRAWN BY: TLR � REVIEWED BY: JCO �..�..� H LL � ��..�..� O W I�f O Q Z 0 O U RES U B Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A0.0 SYMBOLS � MONUMENT IN CASE O FOUND SURVEY MARKER AS NOTED CONIFER TREE DECIDUOUS TREE 0 DHA SURVEY CONTROL SHRUB/RHODODENDRON POWER/TELEPHONE JUNCTION BOX � GAS METER �j GAS VALUE CULVERT � YARD LIGHT ❑ STORM CATCH BASIN Q SANITARY SEWER MANHOLE ® WATER METER � POWER POLE CC�C1 ROCKERY 10' 5' 0 10' 20' SCALE IN FEET ABBREVIATIONS IN MAPLE TREE F FIR TREE C CEDAR TREE HEM HEMLOCK TREE B BIRCH TREE CH CHERRY TREE DEC DECIDUOUS TREE SSMH SANITARY SEWER MANHOLE CB STORM DRAIN CATCH BASIN IE INVERT ELEVATION BOT BOTTOM STRUCTURE P.A. PLANTED AREA x x ---- G---- G- ----OL ----SD----SD- ----SS----SS- ---- W---- W- A PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, SECTION 13, TOWNSHIP 27 N., RANGE 03 E, W.M., CITY OF EDMONDS, COUNT Y OF SNOHOM/SH , STATE OF WA SHINGTON. LINETYPES EDGE OF ASPHALT RIGHT OF WAY CENTERLINE RIGHT OF WAY BOUNDARY LINE FENCE LINE UNDERGROUND GAS LINE UNDERGROUND POWER LINE OVERHEAD POWER LINE UNDERGROUND COMMUNICATIONS LINE UNDERGROUND STORM LINE UNDERGROUND SEWER LINE Slopes Table Number Minimum Slope Maximum Slope Color 1 0.019' 39.99q 2 40.009' 400.009' UNDERGROUND WATER LINE Z FENGG � 5 GN p,IN� j / / 'NAG WIRE / / S�.D� i � ��' / i "E � � q0"F 65052//�� �� // N � �ENGE / � / , / / 6'WGO� / � � / / / � NoG WIRE / � � / � / / / / / / � � P.A. � / � � / � / / � i � � � �� / � �� / / / or / / / ROCK/BIj�CK PATH / / � ' � � / � / � � / �n l i �� � � _ J i � / / � -� / I � � / / / // / P / / / / / I � � � I / / / / � � � � � �/ chi I I I � I I I l CONC PAD o° I / � I GRASS DHA 3077-12 3 � � I I TACK IN HUB �o I N 305499.809 I I I l I I E 1265530.305 I ELEV 253.3T ��, � � � I � I I Z � � I � � � � INN» � 2M � I ( I I I I I �� � I I � I � �� � � � / / � � 4'CHAINLINK FENCE / FENCING 0.2' TO 0.4' NO OF PROPERTY LINE �. '`i�� �O i / // / � / / / / � � P� / � � i�0 / / �� / / /f / / // I / ' /� i / � .... .. j - - _ _ __ 3 / �- T W� � ASPHALT �--- �C I I o DRIVE JI I �- I-=- -I c Ia -- S -f--SS iQ--I .`i--�- / \- OHA 3077-4 -.L - - - � I � N I I I � DHA 3077-1 CONC MON W/BRASS DISC AND 'X" DOWN 0.5' IN CASE N 305, 988.576 E 1, 265, 692.389 � � ELEV=246.64 (TOP MOH) II I I I I I \! � i I� I N I I I j l 12" OUTFACE I I I i NOT LOCATED I I o I I `I � �� � 1 � I I I o I I I I I N I � c� I I I I I ti I CB 4-68 RlM 253.24 I� � N � � I I I I of ASPHALT DRIVE /E NW 250.9 (/2"GONG) ASPHALT I `� DRIVE l � � Q I I I I� I I I lE S 250.8 (12"GONG) No i � I I I I I BOT 25 .1 �I I SSMH 4-220 48" FENCING 0 W I I I Nn RlM 253.95 lE N 247.0 (8"GONG) 2' TO 0.4' 50.00 NORTH OF PROPERTY LINE i � I I I lE S 247.2 (6"GONG) N88 36'04 "W 5'CHA�SILINK FENCE cn I I o I I I lE E 247.4 (8"GONG) I � I � I � I � I I CHANNELED BOTTOM I � 1 cn 1 `� d" � I I I I I ASPHALT I P.A. N I I � �� I� I TACK IN HUB I N 305552.787 I/ I - - -I- � I � I I \ _ _ I c� I E 1265602.384 I �}' I - I ELEV 255.55' ASPHALT � I I I I I / N I N DHA 3077-2 DRIVE � I N � I I � MAG NAIL/ WASHER I i I II � N 305545.192 ♦f � E 1265694.061 cn I I <_ I ELEV 254.43' � I I I I I II Gam---- G---- G-- - � / Q I `� � -� G�---I- G---- I II �� I ---- G / ,� � � / o �, o I I I ct- �/ �o� �, I / --. I I � _ / O ,� r� I I � I I I CB 4-66 �f O p� I I RlM 254.50 a � � � � ��" 6"� � � Z ^� I I Q I � I lE N 249.5 (12"GONG) /� / 00 � I � I W I 3 0 l lE S 249.4 (12"GONG) DECK � f I c� � /�I \ I GARAGE Z I I � � I I I BOT 248.8 - - � _ J G/� � \ I FINISH FLOOR ELEV=254.5 ASPHALT I I U �o �' I I I I DR�VEALT / 36� I I Q �� I I !I I BRICK PLANTER � -- // �� I � I U � O � � I I I I I' �� HOSE BlB �� � � \ I I N I � � I /c, C� I N Q I I /-- �/ / � I � I I G \ I /-_�//// \ \ -� � � � I I I I / G / \ \ \ \ P.A. \ o I I lCV � � � � I � I I � i ��; �, � I I I i/ I 18914 �---- G � \ I I 94 TH AVENUE W. Q \ - �I - -1-- TWO-STORY HOUSE 3 0 BASEMENT FINISH FLOOR v GRASS I � � �� I ELEV=256.0' U I i \ \ o f � I I � I I I � � w� I � /� I I I l�� I \ I I � I � ���� � �� I � � :r � e I I I I / �' / � I � I I I I P.A. \ \ i I / I NO TELE AINT D TO �T � I l_ _ AVERS � RR I � _T I I I � W/TRELLIS -F T/E WALL I � - / - � - T -�- � I I C J I I \ V I I - S88 36'04 "E X f- � � _ _ - ` J I I I I � 193.47 6 WOOD FENCE - 36 "C ��� - -� I I FOUND IRON PIPE 20.00 I � I 0.1 iV X 0.6E l2"GONG SE CORNER TRACT 64 �� INTAKE I I I I lE 254.8 � � i I� DHA 3077-3 CONC MON W/BRASS DISC AND 'X" DOWN 0.4' IN CASE N 305, 327.2294 E 1, 265, 68 /. 0520 ELEV=253.88 LEGAL DESCR/P770N• (SNOHOMISH COUNTY ONLINE PROPERTY INFORMATION) A PORTION OF TRACT 64, EDMONDS SEA VIEW TRACTS BLOCK 000, DIVISION 03 DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF TRACT 64; THENCE NORTH 00'19'37" EAST, ALONG SAID TRACT l 10.00 FEET,• THENCE NORTH 89'15'23" WEST, 50 FEET,• THENCE SOUTH 78 28'37" WEST, 63.92 FEET,• THENCE SOUTH 6573'37" WEST, 84.00 FEET,• THENCE SOUTH 04 55'27" WEST, 60.39 FEET MORE OR LESS TO A POINT ON THE SOUTH LINE OF SAID TRACT,• THENCE SOUTH 89'15'23" EAST, ALONG THE SOUTH LINE OF SAID TRACT, 193.47 FEET TO THE SOUTHEAST CORNER OF SAID TRACT AND THE POINT OF BEGINNING. HORIZONTAL DATUM/BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE NAD83(2007), AS PRESCRIBED BY THE CITY OF EDMONDS VERTICAL DATUM: NAVD86, US FEET, AS PRESCRIBED BY THE CITY OF EDMONOS. CONTOUR INTERVAL: rwo (2) Foor coNrouRs TOPOGRAPHIC MAPPING: THE MAP SHOWN HEREON lS THE RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN &ASSOCIATES, INC. (DHA) COMPLETED ON JANUARY 28, 2021. DHA ASSUMES NO LIABILITY, BEYOND SAID DATE, FOR ANY FUTURE SURFACE FEATURE MODIFICATIONS OR CONSTRUCTION ACTIVITIES THAT MAY OCCUR WITHIN OR ADJOINING THE PERIMETER OF THIS SURVEY. CONTACT DHA (425/483-5355) FOR SITE UPDATES AND VERIFICATIONS. UTILITIES MAPPING: ALL EXISTING UTILITIES SHOWN HEREIN ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED BY RECORD LOCATION OR FIELD TIED AS A RESULT OF A UTILITY PAINT -OUT DURING THE COURSE OF THE FIELD SURVEY. DUANE HARTMAN 8c ASSOCIATES, INC. (DHA) ASSUMES NO LIABILITY FOR THE ACCURACY OF THE RECORD INFORMATION AND/OR THE UTILITY PAINT -OUT. FOR THE FINAL LOCATION OF THE EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION, CONTACT THE UTILITY OWNER/AGENCY AND UTILITIES UNDERGROUND CENTER (800/424-5555). NOTES: 1. ALL MONUMENTS VISITED DURING JANUARY 2021 UNLESS OTHERWISE NOTED. 2. EQUIPMENT.• THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY WAS A LEICA MS-60 ELECTRONIC TOTAL STA TION SN# 883508. 3. THIS SURVEY COMPLIES WITH ALL STANDARDS AND GUIDELINES OF THE SURVEY RECORDING ACT AS PER CHAPTER 58.09 RCW AND CHAPTER 332-130 WAG. 4. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT. THERE MAY BE EASEMENTS OR OTHER DOCUMENTS OF RECORD THAT EFFECT THIS PARCEL THAT WOULD BE DISCLOSED BY THE PROCUREMENT OF A CURRENT TITLE REPORT. 5. THIS SURVEY REPRESENTS THE EXlS77NG PLANIMETRIC FEATURES AS THEY EXISTED ON SITE AS OF JANUARY 28, 2021. 6. THIS SURVEY HAS DEPICTED EXISTING FENCE LINES AND OTHER OCCUPATIONAL LINES IN ACCORDANCE WITH THE WASHINGTON STATE ADMINISTRATIVE CODE (WAG 332-130). THESE OCCUPATIONAL INDICATORS MAY IMPLY A POTENTIAL FOR CLAIMS OF UNWRITTEN TITLE OWNERSHIP. THE LEGAL RESOLUTION OF OWNERSHIP BASED UPON UNWRITTEN TITLE CLAIMS HAS NOT BEEN RESOLVED BY THIS BOUNDARY SURVEY. 7. ALL DISTANCES SHOWN HEREON ARE IN FEET (US SURVEY FEET). 8. PROPERTY ADDRESS: 18914 94TH AVENUE W., EDMONOS, WASHINGTON 9. SNOHOMISH COUNTY ASSESSORS TAX PARCEL No. 00434600006403. '. � � ` � ��' l i 1 • � • � � •' l � � 1 � J l��\\��������������-viiiiniiinii�ill� �� DOUGLAS A. HARTMAN PROFESSIONAL LAND SURVEYOR CERTIFICATE No. 36798 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE N DUANE HARTMAN &ASSOCIATES, INC. Surveyors A 16928 WOODINVILLE-REDMOND ROAD, SUITE B-107 WOODINVILLE, WASHINGTON 98072 (425) 483-5355 FAX (425) 483-4650 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UKHWN tlT AAc UHIt o1.2s.21 JUtlIIILt TOPOGRAPHIC SURVEY LAST REVISION SYMBOL DATE CHECKED D RH 01.28.21 SHEET 1 OF 1 APPROVED BY DEPT. DATE E TITLE PARCEL 00434600006403 FORS IMMEL RESIDENTIAL DESIGN CITY OF EDMONDS WASHINGTON CHECKED JOB NO. 21-3077 APPROVED Dwc. No, 21-3077Topo.dwg APPROVED 0 N AREA OF STEEP SLOPE PER 23.80.020, SEE GEOTECH REPORT (E) 40" FIR TREE (E) CONC./BRICK PATH O (E) CONC. PATIO AND WALKWAYS 574.2 sq ft -0" =TBACK QE) 4" DECIDUOUS � TREE I� (E) 36" FIR TREE \ (E) 20" FIR TREE (E) 12" FIR TREE � o �o L - —ml o I W - / N N N � cV N N � N (E) 3-4" CHERRY � TREE A1.2 SITE PLAN ccni F• ��� _ �m (E) 4" DEC.TREE � (E) B�CK�TH 193' (E) 36" FIR TREE (E) 18" FIR TREE �; �.. s 50'-0" � � (E) 6" C.T (E) P 13.61 s ft ° q I � I �' � (E) ADDITION �zc � (E) WALKWAY 441.14 sq , (E) STOOP 32.15 sq ft � (E) ROOF ABOVE � _ 5�sq ft- 1 �5 i.3 fi �� — (E) P TIO _ r/' <v N � 0 RTY LINE N _ _ _ J(E) 36"CEDAR TREE (E) BUILDING ROOF OUTLINE 2(E)8'x16' PARKING SPACES ������� (E) GARAGE 505.61 Sq ft o i I _UNDERGROUND PDT �� N n N (E) 36" CEDAR s � TREE , � (E) 36" CEDAR TREE (E) 8" DECIDUOUS TF (E) 2-8"DECIDUOUS' (E) 2-4"DECIDUOUS TREE (E) RETAINING WALL I WATER METER �� n .. i i � �DATUM POINT FOR HEIGHT � _CALCULATIONS TOP OF SS MANHOLE J � rt SS ___ CATCH BASIN, TYP. APPROX. SEWER LINE SLOCATION, VERIFY �I� W �� �� � c�i� o wa � zip W � i �I� � CURB �� � I z �o� !' ? � z J \'V� J I o �POeo/ O a �� w IJ W � TELEPHONE 'F" w � LINE I�'o I� :: POWER JUNCTION, TYP. UTILITY POLE 0 10' 20' 40' LOT INFORMATION OWNERS: MOLLY JENKINS PARCEL: 00434600006403 ADDRESS: 18914 94TH AVE W , EDMONDS, WA 98020-2322 ZONING: RS-12 OCCUPANCY: R-3 LEGAL DESCRIPTION: EDMONDS SEA VIEW TRACTS BLK 000 D-03 -BEG SE COR TR 64 TH N00* 19 37E ALG ELN SD TR 110FT TH N89* 15 23W SOFT TH S 78*28 37W 63.92FT TH S65* 13 37W 84FT TH SO4*55 27W 60.39FT M/L TO PT ON S LN SD TR TH S89* 15 23E ALG S LN SDTR 193.47FT TO SE COR SD TR THE POB PARCEL AREA: 0.41 ACRES MAX LOT COVERAGE: 35% OF PARCEL AREA MAX HEIGHT: 25� SITE PLAN NOTES: 1. SEE ENLARGED SITE PLAN A1.2 FOR ALL BMP AND EROSION CONTROL NOTES. 2. HEIGHTAND LOT COVERAGE CALCULATIONS SHOWN ON ENLARGED SITE PLAN A1.2. 3. CITY OF EDMONDS MAP SHOWS A LARGE EXTENT OF LANDSLIDE HAZARD AREA WITHIN THE WEST &NORTHWEST PORTION OF THE PROPERTY. BASED UPON THE SURVEYOR'S DESIGNATED AREAS CONTAINING OVER 40%SLOPE AND CONFIRMATION BY ,THERE IS A SMALL AREA, CONFIRMED BY GEO GROUP NW, THAT FITS THE DESCRIPTION OF A LANDSLIDE HAZARD AREA CONTAINING A 40% OR STEEPER SLOPE THAT EXCEEDS A VERTICAL HEIGHT OF 10 FEET OVER A 25-FOOT HORIZONTAL RUN, SEE LEGEND AND CONFIRMED LOCATION. IMPERVIOUS SURFACE: EXISTING: SF (E) BUILDING ROOF OUTLINE 2014.89 (E) GARAGE 505.61 (E) DRIVEWAY 1,387.15 (E) DECK 171.4 (E) STAIR AT (E) DECK 52.23 (E) WALKWAYS AND PATIOS 1182.73 5314.01 (REPLACED: SF 0 NEW: SF (N) DECK 106.03 TOTAL NEW &REPLACED IMPERVIOUS SURFACE: 106.03 SEE SHEET A1.2 FOR LOT COVERAGE AND HEIGHT CALCULATIONS. �r'`MEL RES/�F � O k� �_ J � Q Z O R�TTCF WA - 2p6 �o��� 11R04 �� � REGISTERED ARCHITECT L.'�,�VUo.�L--� TRACYI.RONALDSON STATE OF WASHINGTON Z 0 w O w v CV O 0 � � w � � � Q w m w z W 0 0 ZN w O Z N ` � p � 2 Z � � 1 Q ♦ J W/ � J Lr O Q � � C w � `i w H W � W Z N W r p � W H� H Q t— ZO o Z Q Z 0 PRINT DATE: DRAWING ISSUE: PRELIM. PRICING SET PERMIT SET PERMIT, CORR #1 12/12/24 DATE: 10.02.24 11.06.24 12.12.24 p DRAWN BY: TLR ZO REVIEWED BY: JCO W H N �_ w o Z H 0 � V Q � W H 0 EXISTING CONSTRUCTION NEW CONSTRUCTION DRAIN ROCK R E S U B � PAVINGIWALKWAY AU 27 2024 9 STEEP SLOPE CITY OF EDMONDS DEVELOPMENT SERVICES FENCE DEPARTMENT SS SIDE SEWER G — GAS LINE '� TREE PROTECTIVE FENCING sF�� SILT FENCING TREE &VEGETATION PROTECTION TREE PROTECTION FEVCIt\G CANOPY DRIP UNE DEFlNES TREE & VEGETATION 1. MUST BE INSTALLED PRIOR TO DEMOLITION °ROTECTI�N AREA OR GROUND DISTURBANCE 2. KEPT IN PLACE FOR THE DURATION OF CONSTRUCTION 3. NO SOIL DISTURBANCE OR ACTIVITY ALLOWED WITHIN FENCED AREA, SUCH AS MATERIAL STORAGE/STOCKPILING, PARKING, EXCAVATION, DUMPING, OR WASHING 4. MODIFICATIONS OF THESE REQUIREMENTS I � BY APPROVAL OF DPD PLANNER ONLY 5. IF ROOTS GREATER THAN 2 INCH FOUND I 1 �� OUTSIDE OF FENCING, PROTECT BY HAND EXCAVATION AND, IF NECESSARY, CUT ORANGE MESH OR AN AN P M CLE LY D KEE OIST A N CHI LINK FENCE 6. USE 3 INCHES OR DEEPER WOOD CHIP o z MULCH OUTSIDE FENCED AREAS TO _� � PROTECT FEEDER ROOTS VEGETATION PROTECTION �} � � 1. MINIMIZE CONSTRUCTION ZONE � 2. PROTECT VEGETATION OUTSIDE CONSTRUCTION � ZONE WITH FENCING AS SHOWN � TREE &VEGETATION FENCING AROUND 3. USE 3 INCHES OR DEEPER WOOD CHIP ENTIRE DRIP LJNE ON PERMIT SITE. MULCH OUTSIDE FENCED AREAS TO ALTERNATIVE TREE PROTECTION, IF APPROVED PROTECT FEEDER ROOTS BY DPD, AS SHOWN ON SITE PLAN SILT FENCE �� FILTER FABRIC MATERIAL BACKFILL WITH NATIVE SOIL MATERIAL OR GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FENCE FABRIC ON THE SURFACE METAL FENCE POSTS FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE MIRAFI 700X OR PRE -APPROVED EQUAL 2" x 2" x 14GA WIRE FABRIC OR EQUAL MAY BE REQ'D DEPENDING ON SITE CONDITIONS BURY BOTTOM OF FILTER MATERIAL IN 8" x 12" TRENCH NOTE: ANGLE SILT FENCE BACK UP THE SLOPE AT THE END OF RUN. 5Q � 40'-3/4" � 8'-21 /2" 23'-81 /4" / (E) / / 52.2 sq ft � � (E) ROOF ABOVE � (E71D4 s K AB V / (E) FLOOR ABOVE �� •!��� �� / , ...,. . •: I 50.49 sq ft ,.. � PROPOSED o '. �''� �.:.'�:',�,,`;.`:',�:'�; � N DECK ABOVE-.l.•'.. � �. ��::r--::':��� •.:.:: BELOW DECK PROVIDE N DROUGHT O 106.03 sq ft � SF ` ` ,::::.. �: TOLERANT NATIVE VEGETATION PER get ,.....;�=.:5 . - ..... �.::�.:�.C��'::�:`.�.:.;'�..-�'�:':'�:`•���:��;.:�.. �� ,� 6,5 GEOTECHNICAL RECOMMENDATIONS IN REPORT DATED 10/1/2024 EIS E)-BRICK�LANTER i� ���� PROVIDE FILTER FABRIC � � � � � .L ��� I FENCING PER GEOTECHNICAL 5� , RECOMMENDATIONS IN � ' � ' REPORT DATED 10/1/2024 ' � I I (E) C NC. P TIO m -,�. , I 13.61 sq ft (E) CONC. PATIO I �. �. ������ . �` �-' . �. � 0„ AND WALKWAYS � �F I i (E) SINGLE FAMILY RESIDENCE /j � .:' -- -- '_7 1 /d" 52'-3" ENLARGED SITE PLAN (E) ROCKS, TYP. /O (E) YARD LIGHT, TYP. _^ L (E) HOSE BIB / /� v / _ �. (E) GAS METER c� v M (E) CONC. WALKWAY 441.14 sq ft :: ENLARGED SITE PLAN NOTES: 1. ALL TREE INFORMATION, ECA, IMPERVIOUS SURFACE CALCULATION AND GENERAL SITE INFORMATION SHOWN ON SITE PLANA1.1. TEMPORARY EROSION &SEDIMENT CONTROL: TEMPORARY AND PERMANENT BEST MANAGEMENT PRACTICES (BMPS) SHALL BE USED TO ACCOMPLISH THE FOLLOWING MINIMUM REQUIREMENTS. ADDITIONAL BMPS ARE REQUIRED WHEN MINIMUM CONTROLS ARE NOT SUFFICIENT TO PREVENT EROSION OR TRANSPORT OF SEDIMENT OR OTHER POLLUTANTS FROM THE SITE. 1. LIMIT SITE DISTURBANCE BY USING: - PROPOSED DEVELOPMENTAREASSHQULD BE STRIPPEDAND CLEARED OF SURFACE VEGETATION, ORGANIC SOILS (TOPSOIL) AND LOOSE SOILS. -USE TREE AND VEGETATION PROTECTION -SEE DETAIL. 2. CONTROL SEDIMENTAND FLOWS ON SITE BY: - STABILIZING THE CONSTRUCTION ENTRANCE -USING SILT FENCING AROUND AREAS DISTURBED BY CONSTRUCTION ACTIVITY -SEE DETAIL. 3. STABILIZE SOILS BY: - EXPOSED SOILS THAT ARE SUBJECT TO EROSION SHOULD BE COMPACTED AND COVERED WITH PLASTIC SHEETING. - STOCKPILED SOILS SHOULD BE COVERED WITH PLASTIC SHEETING IF WORK IS DONE DURING WET WEATHER IN ORDER TO MITIGATE OFF -SITE SEDIMENTATION RISKS. - MARK CLEARING LIMITS - RETAIN TOP LAYER AND NATIVE VEGETATION - ESTABLISH CONSTRUCTION ACCESS - PROTECT DOWNSTREAM PROPERTIES AND RECEIVING WATERS -PREVENT EROSION AND SEDIMENT TRANSPORT FROM THE SITE - STABILIZE SOILS -PROTECT SLOPES - PROTECT STORM DRAINS - STABILIZE CHANNELANDOUTLETS - CONTROL POLLUTANTS - CONTROL DEWATERING - MAINTAIN AND INSPECT BMPS -MINIMIZE OPEN TRENCHES REFER TO GEO GROUP NORTHWEST'S GEOTECHNICAL REPORT DATED 10/1124; SEE "SITE PREPARATION AND GENERAL EARTHWORK". COMPLETE CONSTRUCTION STORMWATER CONTROL BMP REQUIREMENTS ARE PROVIDED IN EDMONDS "STORMWATER MANAGEMENT", CHAPTER 18.30. LOT COVERAGE: REFER TO SHEET A1.1 FOR (E)GARAGE LOT AREA: 0.41 ACRES = 17,859.60 sq Ft (E) RESIDENCE 1,756.36 + 50.49 = 1,806.85 (E) GARAGE 505.61 (E) DECK 185.07 (E) STAIR AT (E) DECK 52.23 (E) ROOF AT ENTRY 45.25 (N) DECK 99.01 TOTAL LOT COVERAGE: 2,694.02 sq ft ALLOWABLE LOT COVERAGE: 35% PROPOSED LOT COVERAGE PERCENTAGE: 15.08% HEIGHT CALCULATION: A = 249.5' B = 258' C = 263.5' D = 254.5' 1,025.5 14 = AVERAGE GRADE = 256.375' MAX ALLOWABLE HT = 256.375' + 25' = 281.375' SCALE: 1" = 10' SITE LEGEND EXISTING CONSTRUCTION NEW CONSTRUCTION DRAIN ROCK PAVINGIWALKWAY STEEP SLOPE �� FENCE SS SIDE SEWER G - GAS LINE '� TREE PROTECTIVE FENCING sF�� SILT FENCING \�MEL RES/pF OAP � � �� w� � O� Q Z • 0 0 '9Tj,<FWA.2p65 �,� 11�0�3 �� � REGISTERED ARGHFFEGT L,'�,�VUo.�'�--� TRAGYL.RONALDSON STATE OF WASHING70N Z 0 W 0 W v CV 0 O W O � Q W CO N W � z W 0 Q Z cn W O Z � `` '' N � Y 0 � L � � i Q ♦ J W � J � O Q � w W w W W Z AA V` N W r H V H ZO PRINT DATE: 12/12/24 v DRAWING ISSUE: DATE: 0 Z PRELIM. PRICING SET 10.02.24 Q PERMIT SET 11.06.24 Z PERMIT, CORR #1 12.12.24 0 H p DRAWN BY: TLR 0 REVIEWED BY: JCO V w 7 H L N L�L J W t- 0 V J V v/ H O V NV 1..1� RES U B Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.2 2 P\�MEL RES/�F�T A3.1 �O� � �� <Q k� � �_ J � - - , Q • Z � I I sF�T �°�� I I T�F WA • 2p6 �p� I I � S 19R04 I �I 3�EGtlSTERED I � SS I � ARCHITECT I SS � � I L,��ql,—� (E)ROCKERY � � I TRACY 1. RONALDSON LINE OF SIDING SF � � SS I I STATE OFWASHINGTON ABOVE AT 1ST FL � SS UP I I �- LINE OF (N)DECK �� � SS � I I Z ABOVE '-61/4" ±3'-2 /4" � 23'-3112" I I (N)DECK �(E)CANTILEVER- S I I � ss _ ABOVE I I w 0 (E)CONC PATHWAY TO BE (J SLIGHTLY RELOCATED BASED / / I I I CV UPON (N)FOOTING LOCATIONS / _ ®E DS I `� I 0 O I / �L- - - I � � �� I � � PROVIDE (N)DROUGHT TOLERANT � 4'-7" -8" - - � Q\ NATIVE VEGETATION PER + / "' � 5'-9 3/4" w GEOTECHNICALRECOMMENDATIONSIN 5� i �-�\ ��- � � N REPORT DATED 10/1/2024 - - - 6'-4 3/4" CLG HT ] W V � w' 1 i I I; y� � � Q N c� I I I I (E)DEN (E)MUDROOM � � Z Z �' � � I I I /� III 7'-0 1/4" CLG HT o00 001 � O � � / � A: 313.02 sq ft A: 70.75 sq ft +I � w I I �� III V � � N PROVIDE FILTER FABRIC � � � I I ��I I I (E)DROPPED BEAMS ABOVE, TYP 0 � Z FENCING PER GEOTECHNICAL � z ,., RECOMMENDATIONS IN � � J I I I I I -::.; � � Q I I W REPORT DATED 10/1 /2024 � � � I � � � � � � _ �/ � _ � � '- -1 � � 6'-9" CLG HT � � Z J _ ,.. / � � �',� � I cn Q � T-3"CLG HT ? w � W I I I ° � > � ' I I o � Q L yy 1, LL 1 -- VERIFY (E)SEWER LINE 1 W � A3.2 LOCATION PRIOR TO I A3.1 � .......... CONSTRUCTION, CONFIRMING I ° (E)CRAWLSPACE Z NO CONFLICT WITH POST oos FOUNDATION LOCATIONS i 0 A: 138.88 sq ft N ( OILET � w � (E)DS I o (E)LAUNDRY p � (E)BATH A: 16.55 q ft 002 D 007 A: 87.77 sq ft w A: 101.E sq ft � � I � I � ° V I °: I 0 PRINT DATE: 12/12/24 EXISTING WALKWAY &PATIO I V DRAWING ISSUE: DATE: I � I (E)UTILITY o Z PRELIM. PRICING SET 10.02.24 I A:s3.ossgf ° :: e : Q PERMIT SET 11.06.24 ® � � � : � Z PERMIT, CORR #1 12.12.24 E HO$E (E)CLOSET � � � � � � � 0 ( ) 006 ° H B+B A: as.3s sq ft � ._o. � �� � LEGEND p DRAWN BY: TLR ® ��..�:. r-------- --- ---------- I ° � © CARBON MONOXIDE DETECTOR Z REVIEWED BY: JCO I SD SMOKE DETECTOR, SEE TYP. FLOOR NOTES #6 V z I EXHAUST FAN ON SWITCH, SEE TYP. w I 4 FLOOR NOTES #12. H EXISTING WALL N I � ^ � � NEW WALL � I..L ° . , . ,. ° NEW FLOOR AREA � L` (E)STUDIO � � O 005 I A: 142.73 sq ft ° (E)BEDROOM �; � O 004 ° A: 151.51 sq ft ° O J (E)DS o I V � ° � -------------- Z O z � W (E) ROOF ABOVE ,°. O (E)DS mow^ V J M� W 2 A3.2 RES U B Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES BASEMENT FLOOR DEPARTMENT �� 1 A3.2 PARTIAL FIRST FLOOR DEMO PLAN TYPICAL FLOOR PLAN NOTES: 1. ALL EXISTING DIMENSIONS ARE APPROXIMATE AND TO FACE OF EXISTING FINISH. TO BE VERIFIED IN FIELD. ALL NEW DIMENSIONS ARE TO FACE OF FRAMING, UNLESS NOTED OTHERWISE. 2. ALL NEW INTERIOR WALLS TO BE 2x4 @ 16" O.C. (U.N.0.) 3. ALL NEW EXTERIOR WALLS TO BE 2x6 @ 16" O.C. (U.N.0.) 4. NEW STAIRS: • MAX STAIR RISE IS 7 314", MIN RUN IS 10". MINIMUM TREAD IS 10" MEASURED AT RIGHT ANGLES TO THE TREAD'S LEADING EDGE. THE GREATESTTREAD DEPTH SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". • THERE SHALL BE A HANDRAIL ON ONE SIDE OF STAIRS WITH 4 OR MORE RISERS. HANDRAIL HEIGHT SHALL BE VERTICALLY 34-38"ABOVE THE STAIR NOSING. HANDRAIL DIAMETER SHALL BE 1 114-2", OR IF NOT CIRCULAR, AT LEAST 4", MAX 61/4" WITH A MAX CROSS SECTION OF 21/4". RETURN HANDRAILS TO THE WALL OR A NEWEL POST. HANDRAIL DISTANCE FROM WALL SHALL BEAT LEAST 1 1/2". • ALL EXTERIOR STAIRS SHALL BE PROVIDED ILLUMINATION (MIN 1 FC) IN THE IMMEDIATE VICINITY OF EACH LANDING. • ASPIRALSTAIRWAYSHALLHAVEA71/2"MINIMUM CLEAR TREAD DEPTH AT A POINT 12" FROM THE NARROW EDGE. THE RISERS SHALL BE SUFFICIENT TO PROVIDE A HEADROOM OF 78" MINIMUM, BUT RISER HEIGHT SHALL NOT BE MORE THAN 9 1/2".THE MINIMUM STAIRWAY CLEAR WIDTH ATAND BELOW THE HANDRAIL SHALL BE 26". 5. GUARDRAIL: PROVIDE A GUARDRAIL WHERE THERE IS A VERTICAL DROP IN FLOOR SURFACE GREATER THAN 30". THE MIN HEIGHT OF THE GUARD SHALL BE 36"ABOVE WALKING SURFACE. OPENINGS IN THE GUARD SHALL NOT ALLOW A SPHERE OF 4" TO PASS THROUGH (6" AT THE TRIANGULAR PORTION OF A STAIR). GUARDRAIL SYSTEM ELEMENTS AND SUPPORTING CONNECTIONS MUST BE ABLE TO RESISTA200 LB. CONCENTRATED LOAD APPLIED AT THE TOP OF THE GUARD. INFILL COMPONENTS MUST RESIST A 50 LB. LOAD APPLIED OVER A 12"X12"AREA. 6. SMOKE DETECTORS TO BE HARD WIRED W/ BATTERY BACK-UP PER R313. 7. INTERIOR WOOD TRIM: MATCH EXISTING AT REMODEL. 8. DOOR HARDWARE: NEW DOOR HARDWARE AT REMODELED SPACES. 9. LIGHTING: 100% OF LAMPS IN NEW LIGHT FIXTURES SHALL BE HIGH EFFICACY PER R404. SEE LIGHTING PLAN. 10. VENTILATION FAN: REFER TO ENERGY REQUIREMENTS ON A0.0. EXHAUST DIRECTLY TO THE OUTSIDE. THE POINT OF DISCHARGE OF EXHAUST AIR SHALL BE AT LEAST THREE FEET FROM ANY OPENING INTO THE BUILDING. EXISTING WALKWA PATIO BELOW SIDEYARD SETBACK LEGEND © CARBON MONOXIDE DETECTOR SD SMOKE DETECTOR, SEE TYP. FLOOR NOTES #6 EXHAUST FAN ON SWITCH, SEE TYP. 4 FLOOR NOTES #12. EXISTING WALL NEW WALL NEW FLOOR AREA (E) 2 A3.1 FIRST FLOOR PLAN V Z 0 W W V O W O W m �_ W V z W 0 z Q W W fY W H LL W �_ N W W V H Z O V 0 Q N Z O H 0 Z O V w H N �_ W O t— O t— Q H O V �r'`MEL RES/�F � O k� �_ J � Q Z O R�TTCF WA • 2p6 �o��� 11RU4 �� � REGtlSTERED ARCHITECT �,� TRACYI.RONALDSON STATE OF WASHtlNGTON 0 CV O 00 O� Y V W N Z Z W PRINT DATE 2 AAr V` r Z W J J O �; 12/12/24 DRAWING ISSUE: DATE: PRELIM. PRICING SET 10.02.24 PERMIT SET 11.06.24 PERMIT, CORR #1 12.12.24 DRAWN BY: TLR REVIEWED BY: JCO 1..1_ O O RES U B Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2.2 1 A3.2 2 P\�MEL RES/�F�T A3.1 �O� � �� <Q k� � �_ J � Q • Z O R�TTCF WA • 2p6 �o��� 2 A3.2 ATTIC FLOOR PLAN 1 A3.1 SEE SHEET A2.2 FOR TYPICAL FLOOR NOTES LEGEND © CARBON MONOXIDE DETECTOR SD SMOKE DETECTOR, SEE TYP. FLOOR NOTES EXHAUST FAN ON SWITCH, SEE TYP. 4 FLOOR NOTES #12. EXISTING WALL NEW WALL NEW FLOOR AREA 11RU4 �� � 3�EGtlSTERED ARCHITECT �,� TRACYI.RONALDSON STATE OF WASHtlNGTON V y Z 0 W 0 W v CV O 0 � 00 W O � Q W m W N z W 0 0 ZN W O Z N � � o � Z � � Q ♦ J W � J � O Q � w W fY W t` LL W � W Z N W r W tr � H V 0 PRINT DATE: v DRAWING ISSUE: 0 Z PRELIM. PRICING SET Q PERMIT SET Z PERMIT, CORR #1 O p DRAWN BY: 0 REVIEWED BY: V w H N �_ � J w > � O H 0 O Q O H J O � RES U B Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 12/12/24 DATE: 10.02.24 11.06.24 12.12.24 A2.3 TLR JCO 2 P\�MEL RES/�F�T A3.1 �O� � �� <o k� � �_ J � Q • Z O R�TTCF WA • 2p6 �o��� 11R�4 �� � REGtlSTERED ARCHITECT �,� TRACYI.RONALDSON STATE OF WASHtlNGTON TYPICAL ROOF NOTES: (' 1. FLASHING SHALL BE INSTALLED IN SUCH A Z MANNER AS TO PREVENT MOISTURE p ENTERING THE WALL AND ROOF THROUGH W (E) DS JOINTS, THROUGH MOISTURE PERMEABLE w 0 MATERIALS AND AT INTERSECTIONS WITH O (V PENETRATIONS THROUGH THE ROOF PLANE. � Q METAL FLASHING SHALL BE CORROSION � I I RESISTANT WITH ATHICKNESS OF NOT LESS W (E) GUTTER I THAN .0019". IRC 903.2. � 2. FOR ROOF VENTILATION (EXCLUDING I I AREAS WITH SPRAY FOAM INSULATION), � I PROVIDE A MIN. 1 SF VENT AREA PER 150 SF m EXTERIOR WALL BELOW w I OF ATTIC TO BE VENTED AND ALLOW A MIN. 1" o � (E)S � (E) I AIR GAP BETWEEN INSULATION AND ROOF W V � w +I '12 SKYLIGHT I SHEATHING. U (/� I Z W o 1 I I � Z (� A4.1 +1 �_ �� I � O Z V � � TYP EAVE OVERHANG, UNO I I N � Z I I p � I Z � � I �+ I Q � J I w � � O I ES� L� I w � w L I ±6:12 I \ E SLOPE I w �/ ±6:12 2 w �_ 1 I o � 1 � A3.2 I w � I A3.1 W I Z � o• I w L (' I o� � � I w �, w � I � O� I � 00 I � V (E)CHIMNEY (E) DS Z I II 0 PRINT DATE: 12/12/24 I E SLOPE E SLOPE o DRAWING ISSUE: DATE: I � - +�( 6.12 ±6:12 Q PRELIM. PRICING SET 10.02.24 SLOPE _ PERMIT SET 11.06.24 I 2:12 I I I Z PERMIT, CORR #1 12.12.24 I �" I O I `'��_ I H I p DRAWN BY: TLR I 0 REVIEWED BY: JCO w V � N W O � � a� I w� � I to oN I------� � w +I w SLOPE I LL N o � 2:12 I � w+ L__===__� � � O Z � ~ „� � (E)SLOPE (E)SLOPE I I � J �� +6� � O w +I (E) DS I � V I I (E) DS I o� I N � LL I �� I Z O w O O I 2 14" V n/ 2 A3.2 RES U B Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES ROOF PLAN DEPARTMENT +25'-4 1 /2" 281.38' MAX ROOF RIDGE HEIGHT SECOND FLOOR FIRST FLOOR + 0'-4 112" 256.38' AVERAGE GRADE ±0" 256.0' BASEMENT FLOOR EAST ELEVATION N CV +25'-4 1 /2" 281.38' MAX ROOF RIDGE HEIGHT B ROX. +22'-3 1 /2" 278.3 (E) OF RIDGE HEIGHT 272.36' SECOND FLOOR FIRST FLOOR FINISH FL. + 256.0' EMENT FLOOR NORTH ELEVATION �r'`MEL RES/�F � O k� �_ J � Q Z 0 R�TTCF WA • 2p6 �o��� 11RU4 �� � REGtlSTERED ARCHITECT �,� TRACYI.RONALDSON STATE OF WASHtlNGTON V y Z 0 W 0 W v CV O 0 � 00 W O � Q W m W N z W 0 0 Z W O � � � z w Q ♦ J W � J � O Q � w w w Q LL W � W z � o, W r 0 0• W V ZO PRINT DATE: v DRAWING ISSUE: 0 Z PRELIM. PRICING SET Q PERMIT SET Z PERMIT, CORR #1 O p DRAWN BY: 0 REVIEWED BY: V w H N �_ w / w > (�, Z � O O V H O �-�--� V J W Z W RES U B Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 12/12/24 DATE: 10.02.24 11.06.24 12.12.24 A3.1 TLR JCO �iv�i vvivuviiwvivi��i �i�vii�� 281.38' +25'-4 1 /2" MAX ROOF RIDGE HEIGHT 278.30' APPROX. +22'-3 1/2" (E) OOFRIDGEHEIGHT — — — — ——�—�—�—�—�—�—�—�—�—�—�—�—�—�—�—�—�—�—�— — — — — 1 272.36' +16'-41/4" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SECOND FLOOR E ' ` OSS LY` EPL E � � � � � � � �`� � � FIRST FLOOR iooi000io AVERAGE GRADE 256.0' +0�� — ——�—�—�—�—�—�—�—�—�—�—�—�——.—.—.—.—.—.—.—.—.—.—.—.—.—. .—.—.—.—.—.—.—.—.—. BASEMENT DOF RIDGE HEIGHT +��'-� 1l�" 278 Il4" 272.36' ID FLOOR 264.17' =LOOR FINISH FL. 256.38' TENT FLOOR WEST ELEVATION SOUTH ELEVATION \�MEL RES/�F � O k� �_ J � Q Z 0 R�TTCF WA • 2p6 �o��� 11R�4 �� � REGtlSTERED ARCHITECT �,� TRACYI.RONALDSON STATE OF WASHtlNGTON 0 W O W v CV O 0 � 00 W O � Q W m W � z W 0 0 ZN W O Z N � � o � Z � � Q ♦ J W � J � O Q � w W tl..tl..tl 2 Q\ W � W Z V Z N W r W H � H V 0 PRINT DATE: 12/12/24 v DRAWING ISSUE: DATE: 0 Z PRELIM. PRICING SET 10.02.24 Q PERMIT SET 11.06.24 Z PERMIT, CORR #1 12.12.24 O p DRAWN BY: TLR 0 REVIEWED BY: JCO V w H N �_ W / w > (�, Z � O O V H O �-�--� V J W RES U B Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3.2 AGS STAINLESS CABLE GUARDRAIL, SEE SPEC z_ 0 FASCIA TRIM, 514x10 CLEAR KEBONY DECKING (NOT PAINTED) ALL DECK POSTS, BEAMS, JOISTS, LEDGERS, BLOCKING & FASCIA TRIM TO BE PAINTED TO MATCH HOUSE COLOR ►► j�� � `��� (N)BEAM PER STRL � 0 w z 0 NEW DECK m KEBONY DECKING - o PT JOISTS PER STRL. � � M = � L) W 2 W fV O U PT BEAMS PER STRL PT POSTS PER STRL FOOTINGS PER STRL REPLACE (E) LLI___� O U SECTION @DINING ROOM DECK WATERPROO SC:AI F� ��� _ ��_n�� i i (E) DINING ROOM i ASSUMED 2x8 JOISTS - TO BE CONFIRMED (E) DEN UNKNOWN CONDITION @ EXISTING FOUNDATION .OEWEN PATIO DOOR PER )OOR SCHEDULE BACKANGLE FULL WIDTH OF OPENING TO FORM VERTICAL SUBSTRATE TO TURN MEMBRANE UPAND FORM SILL PAN DRAINING RIGID SILL PAN PROSOCO FAST FLASH UNDER SILL PAN & UP BACKANGLE TO FORM SEPARATE LIQUID SILL PAN. AT ENDS, WRAP BEYOND OPENING TO MAKE CORNERS WATERPROOF =XTEND PROSOCO AND TRANSITION TO SHEET MEMBRANE THAT FORMS FLAP TO LAP DVER WRB BELOW FING DETAIL REPLACE (E) 0 0 0 +$'-2" �F I RST EMENT FLOOR f- LINE OF AGS STAI POWDERC GUARDRAILABOV SPE DESCR (:(1NFIRAA INITH (11NNFR fll IRIN(� DECKING &GUARDRAIL LAYOUT PICTURE FRAME DECKING WITH MITERED CORNERS AT NORTH, SOUTH AND WEST ENDS OF DECK. CONFIRM WITH OWNER AT TIME OF INSTALL WHETHER EAST SIDE RECEIVED PICTURE FRAME. DECK COR SC:AI F� ��� _ �,_n�� NER DETAIL F.O. FASCIA \�MEL RES/pF OAP � � �� J� � OGl Q Z • 0 0 '9TT<F WA. 2p6 5 ,�� 11��^,4 �� REGISTERED ARCHITECT �,� TRACYI.RONALDSON STATE OF WASHINGTON Z 0 W O W v CV 0 0 �.�..� O �.�..� m N W � N z W 0 0 ZN W � z_ N o V� 2 z � � 1 Q ♦ J W � J � O Q � w w w 2 H W � W Z N W r W H � H V 0 PRINT DATE: 12/12/24 v DRAWING ISSUE: DATE: 0 Z PRELIM. PRICING SET 10.02.24 Q PERMIT SET 11.06.24 Z PERMIT, CORR #1 12.12.24 O H p DRAWN BY: TLR ZO REVIEWED BY: JCO V w H N �_ w 7 � O O t— Q U 0 w V RES U B Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4.1 DOOR SCHEDULE ID LOCATION TYPE DESCR. W HT THK MFR MATL GLZ TEMPERED MIN U-VAL SF NOTES \�MEL RES/�F w� � OG� C • Z O F�TTCF WA • 2p6 �o��� 11+��°4 �� €2EGtu75RED Ar�OHlTECT �,� TRACYL.RONALDSOM j STATE OF INASHl�lG70�1 V Z 0 W O W v CV O � � 00 w � O � Q D01 DINING ROOM DOUBLE SWING FRENCH DOOR 5'-3" 7'-3/4" 1 3/4" LOEWEN CLAD DOUBLE PANE LOW-E YES .30 37.08 SEE DOOR NOTES, ALL SIZE SHOWN ARE R.O.'S, CUSTOM SIZE, VIF. OUTSWING LRA (OX). w m DOOR SCHEDULE NOTES: N w 1. ALL GLAZING TO BE NRFC CERTIFIED. — (/� 2. CUSTOM DOOR HEIGHT TO BE CONFIRMED; INTERIOR HT OF JAMB TO MATCH ADJACENT (E)NORTH Z W 0 WINDOWS OR EXISTING OPENING AT WEST. FINAL HEIGHT TO BE CONFIRMED WITH OWNER. 3. DOOR FINISH TO MATCH WINDOWS. � Q Z N 4. FRENCH DOOR: NARROW STILES &SHORT BOTTOM RAIL. � O Z 5. DOOR HARDWARE: LEVER - VERONA IN OIL RUBBED BRONZE, HINGES: OIL RUBBED BRONZE. NOTE: � � PROVIDE LEVER AT SECONDARY DOOR. � � Z 0 DOOR SCHEDULE Z � w _ 3J o Q � W� w � W H W � w Z t/� w r 0 w 2 WINDOW SCHEDULE NOTES: ~ � 1. WINDOWS ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT. V 2. ALL GLAZING TO BE NRFC CERTIFIED. 3. ALL GLAZING WITHIN 18" OF FLOOR SHALL BE TEMPERED GLASS. 4. FORANY OPERABLE WINDOW LOCATED MORE THAN 6' ABOVE GRADE, THE BOTTOM OF THE OPENING MUST BE A MINIMUM OF Z PRINT DATE: 12/12/24 24" AFF. IF OPENING IS LOWER THAN 24", WINDOW WILL COMPLY IF IT DOES NOT OPEN MORE THAN 4" OR IF IT'S EQUIPPED WITH A O WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH ASTM F2090-10. V DRAWING ISSUE: DATE: 5. WINDOWS LESS THAN 10' ABOVE THE GROUND MUST HAVE LOCKS. 0 6. WINDOW FINISH: STEEL MATTE BRONZE AT EXTERIOR, PRIMEDAT INTERIOR. INTERIOR TO BE PAINTED TO MATCH EXTERIOR; Z PRELIM. PRICING SET 10.02.24 CONFIRM COLOR &SHEEN WITH OWNER. Q PERMIT SET 11.06.24 7. CASEMENT HARDWARE: "CONTEMPORARY" IN OIL RUBBED BRONZE FINISH. 8. SCREEN FOR WINDOWS W03 & W04 PULL -DOWN SCREENS, NOTE NO FLAT TRIM TO MATCH AT FIXED WINDOW. Z PERMIT, CORR #1 12.12.24 7. STICKING PROFILE TO BE SQUARE. O 8. WINDOW CASING AND SILL DETAILS TBD. H p DRAWN BY: TLR WINDOW SCHEDULE � REVIEWED BY: JCO W H L�L � OW ALIGN CASING. MATCH HT OF � O WINDOWS/CASING AS CLOSELY AS POSSIBLE TO HT OF WINDOWS AT � Q J NORTH WALL � O H Q (E)WD PANELING, BASE &CROWN V MOLDING TO REMAIN OR BE Q � W PRELACED IN KIND AS NEEDED � H O o U V � �^ z v, (E)LINE OF (E)WINDOW TO BE REPLACED BY �_ DOOR &SIDELITES 0 RESUB Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT _- � (E) DINING WINDOW SCHEDULE SIZE RO ID LOCATION TYPE MFR PRODUCT GLAZING U-VALUE TEMPERED EGRESS SQ. FT. NOTES WIDTH HEIGHT W01 3'-3/16" 6'-8 3116" DINING ROOM PICTURE/DIRECT SET LOEWEN CLAD PICTURE DOUBLE PANE LOW-E .30 YES 22.57 DOOR SIDELITES, MATCH DOOR HT. SEE WINDOW NOTES, TYP W02 3'-3116" 6'-8 3116" DINING ROOM PICTURE/DIRECT SET LOEWEN CLAD PICTURE DOUBLE PANE LOW-E .30 YES 22.57 DOOR SIDELITES, MATCH DOOR HT REPLACEMENT WINDOW, MATCH (E) DIMS, CUSTOM SIZE. CONTRACTOR TO CONFIRM (E) R.O. & W03 2'-0" 6'-0" DINING ROOM FIXED/CASEMENT LOEWEN CLAD PUSH OUT WINDOW DOUBLE PANE LOW-E .30 YES (FIXED) 15.31 EXACT HTS FOR DIVISION REPLACEMENT WINDOW, MATCH (E) DIMS, CUSTOM SIZE. CONTRACTOR TO CONFIRM (E) R.O. & W04 2'-0" 6'-0" DINING ROOM FIXED/CASEMENT LOEWEN CLAD PUSH OUT WINDOW DOUBLE PANE LOW-E .30 YES (FIXED) 15.31 EXACT HTS FOR DIVISION � W01 I I � I T I D01 0 � \ I MAIN OPENING � I � PANEL � / �\ I � � I '�/ \ / I I � � I � � I � � I L--- -- �- -� -- -----� � � 2 A3.1 LIGHTING LEGEND O W RECESSED DOWNLIGHT, DAMP LOCATION O RECESSED DOWNLIGHT �W WALL MOUNT FIXTURE, DAMP LOCATION �} WALL MOUNT FIXTURE PENDANT FIXTURE TRACK LIGHTING RECEPTACLE -DOUBLE RECEPTACLE -QUAD � SWITCH i 3� 3-WAY SWITCH 1 i D� SWITCH -DIMMABLE A4.1 CONFIRM (E)PENDANT � MECHANICANVENTILATION0.0 LOCATION CO CARBON MONOXIDE DETECTOR � '� Sp SMOKE DETECTOR, HARDWIRED W/ BATTERY � BACK -UPPER R313. I _ _ � OT PROGRAMMABLE THERMOSTAT � � � � � \ O � 3 GFCI W � LIGHTING NOTES: W ERPROOF�� � � � . 1. RECEPTACLE AND SWITCH LOCATIONS TO BE DETERMINED. CONTRACTOR TO REVIEW WITH OWNERS. A3.2 \ � A3.1 2. 100% OF LAMPS IN NEW LIGHT FIXTURES SHALL � � BE HIGH EFFICACY LAMPS PER R404. 2 A3.2 FIRST FLOOR LIGHTING PLAN \�MEL RES/�F �� � OO c z • 0 R�TTCF WA • 2p6 �o��� 11R�4 i� � REGtuTERED Ar�CHlTECT �,� TRACYL.RONALDSOM j STATE OFINASHlNGTON ��Y��:;� Z 0 W 0 W v CV O � w O � Q w co t/� w � Z W o Q Z W O t/� L o H o � w Z W 1 a .J w _ 3J o Q � W w W 2 H W � w Z t/� w r 0 W 2 H � H V ZO PRINT DATE: 12/12/24 v DRAWING ISSUE: DATE: 0 Z PRELIM. PRICING SET 10.02.24 Q PERMIT SET 11.06.24 Z PERMIT, CORR #1 12.12.24 O p DRAWN BY: TLR � REVIEWED BY: JCO V w �_ � z w / � GL O J � � n Q z Z O = J RES U B Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A8.1 INTERNATIONAL BUILDING CODE (IBC) 2021 LOADINGS ROOF SNOW LOAD ..................................................... 25 PSF RESIDENTIAL LIVE LOAD ...................................... 40 PSF DECK, BALCONY, PLATFORM LIVE LOAD ....................... 60 PSF RETAIL, CORRIDOR, LOBBY, WALKWAY LIVE LOAD ............. 100 PSF OFFICE LIVE LOAD......................................................................... 50 PSF PARKING LIVE LOAD .................................. 40 PSF & 3000# WHEEL LOAD WIND CRITERIA BUILDING CLASSIFICATION ............................... ll ULTIMATE WIND SPEED (3 SEC GUST) MPH...... 98 MPH WIND EXPOSURE ........................................... B TOPOGRAPHIC FACTOR, Kzt................. 1,p SEISMIC CRITERIA SEISMIC RISK CATEGORY ............................... II SPECTRAL RESPONSE COEFFICIENT, Ss .... 1.40 SPECTRAL RESPONSE COEFFICIENT, S1 .... 0.45 SEISMIC SITE CLASS ................................. D SEISMIC DESIGN CATEGORY ............................... D DUCTILITY (R) ............................... 1.5 METHOD AND BASE SHEAR ............................... ELF FOUNDATION DESIGN INFORMATION 1. STRUCTURAL DESIGN, DRAINAGE, SUBGRADE PREP. SHALL COMPLY WITH SOIL REPORT: GEO GROUP NORTHWEST REPORT NO. G-5362-1 DEEP FOUNDATION SYSTEM: NA FOOTING BEARING PRESSURE: 2000 PSF ACTIVE/PASSIVE EARTH PRESSURE: 35PCF 2. ADDITIONAL NOTES/ REQUIREMENTS: NA GENERAL CONDITIONS 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL ENGINEER IN WRITING OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. 2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE THE NOTES, DRAWINGS, AND/OR SPECIFICATIONS DIFFER, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 4. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. 5. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE DRAWINGS. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CONDITION THAT, IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE. 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 8. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS. 9. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS, METHODS, AND WORKMANSHIP ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY AND IN CONFORMANCE WITH THE PROVISIONS OF PREVAILING CODE EDITION OF THE "INTERNATIONAL BUILDING CODE" (IBC) AND STANDARDS REFERENCED THEREIN. 10. PIPES, DUCTS, SLEEVES, OPENINGS, POCKETS, CHASES, BLOCK -OUTS, ETC., SHALL NOT BE PLACED IN SLABS, FOUNDATIONS, ETC., NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR SUCH ITEMS, UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS. 11. STRUCTURAL ENGINEER WILL PERFORM PERIODIC STRUCTURAL OBSERVATION DURING CONSTRUCTION OF STRUCTURAL MEMBERS AND REVIEW OF REQUESTED SUBSTITUTIONS SHOP DRAWINGS AND SUBMITTALS: THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR INSTALL. CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR STRUCTURAL ENGINEER'S REVIEW: 1. SLAB CONDUIT LAYOUT 2. CONCRETE OR MASONRY MIX DESIGN 3. CONCRETE OR MASONRY REINFORCING 4. CONCRETE POST TENSIONING SYSTEM 4. FORMWORK 5. CONCRETE CURING PROCEDURE 6. STRUCTURAL STEEL 7. STUD RAILS AND HEADED ANCHOR EMBED PLATES 8. WOOD FRAMING/ LUMBER PACKAGE 9. SEISMIC HOEDOWN SYSTEM SUCH AS SIMPSON PRODUCTS DEFERRED SUBMITTALS: THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR INSTALL: 1. ANCHORAGE OF NONSTRUCTURAL COMPONENTS 2. CANOPIES AND BALCONIES 3. CURTAIN WALLS 4. EXTERIOR CLADDING 5. HANDRAIL AND GUARDRAIL ASSEMBLIES 6. HEAVY HUNG FIXTURES 7. MECHANICAL EQUIPMENT SUPPORT, SEISMIC ANCHORAGE OR RESTRAINING SYSTEM 8. STEEL STAIRS 9. WINDOW WASHING AND FALL PROTECTION SYSTEMS LUMBER, ANCHOR BOLTING AND NAILING SPECIFICATIONS 1. MEET REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR SOFTWOOD DIMENSIONAL LUMBER, BEARING STAMP OF WWPA. ALL EXPOSED LUMBER SHALL BE PRESSURE TREATED OR EXTERIOR GRADE 2. LUMBER GRADES TO BE (UNLESS NOTED OTHERWISE ON PLAN): WALL STUDS, 2X, 3 X........ HF STUD GRADE WALL PLATES, 2X, 3X........ HF STANDARD GRADE U.N.O JOISTS, 2 X 6:............. HF #2 JOISTS, 2 X 8 AND UP....... DF #2 BEAMS, HEADERS, 6X ........ DF #2 BEAMS, HEADERS, 4X......... DF #2, WWPA GRADING POSTS, 4X, 6X.............. DF #2 U.N.O LUMBER NOT NOTED HERE... DF #2 U.N.O GLULAM BEAMS WESTERN SPECIES 24F-V4 PSL/LVL BEAMS 2.0E OR HIGHER 3. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY THAT IS IN CONTACT WITH OR RESTING ON FOUNDATIONS SHALL BE PRESSURE -TREATED DOUGLAS FIR/ HEMFIR IN ACCORDANCE TO WITH AWPA U1 (PLANT/SHOP TREATMENT) AND M4 (FIELD TREATMENT) STANDARDS. ALL BEARING WALL PLATES SHALL HAVE 5/8" f1J x10" J-BOLTS PLACED AT MAXIMUM OF 9" FROM THE END OF A PLATE AND SPACED AT INTERVALS SHOWN ON THE SHEARWALL SCHEDULE (MAXIMUM 48" OC SPACING). PROVIDE BP/BPS PLATE WASHER AT ALL FOUNDATION SILL PLATE ANCHOR BOLTS. PROVIDE TWO ANCHOR BOLTS MINIMUM PER SECTION OF SILL. FOR NON-SHEARWALL, PLACE ANCHORS AT 48". BOLTS IN WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER. 4. NAILS: COMMON WIRE NAILS. NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1. 5. PRESSURE TREATED WOOD: ALL NAILS INTO PT WOOD SHALL BE HOT DIPPED GALVANIZED PER ASTM A153 OR STAINLESS STEEL. ALL METAL CONNECTORS IN CONTACT WITH PT WOOD SHALL BE HOT DIPPED GALVANIZED AND MEET ASTM A653 CLASS G185 (1.85 OZ OF ZINC PER SQ FT MINIMUM) OR TYPE 304 / 316 STAINLESS STEEL SIMPSON Z-MAX CONNECTORS MEET THIS REQUIREMENT. FASTENERS AND CONNECTORS USED TOGETHER SHALL BE OF THE SAME TYPE (E.G. HOT DIPPED NAILS WITH HOT DIPPED HANGERS) 6. ALL LUMBER WITH A LEAST DIMENSION OF 2" (NOMINAL) SHALL BE STAMPED "SURFACE -DRY" AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NO MORE THAN 19 PERCENT. LUMBER WITH A LEAST DIMENSION OF 4" (NOMINAL) OR GREATER SHALL BE STAMPED "SURFACE -GREEN" AND AIR-DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. 7. NOTCHING AND BORING OF BEAMS AND JOISTS IS NOT ALLOWED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. CONCRETE AND REINFORCING SPECIFICATIONS 1. CONCRETE SHALL CONFORM TO THE INDICATED REFERENCE CODES AND STANDARDS EXCEPT AS MODIFIED BELOW: ACI-301 - "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACI-318 - "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ACI-305R - "HOT WEATHER CONCRETING" ACI-306R - "COLD WEATHER CONCRETING" ACI-304 - "GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE" 2. CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS (PSI) LOCATION f'c AT 28 DAYS W/C RATIO AIR CONTENT ADMIXTURES REQUIREMENTS FOOTING 3000 PSI (DESIGN BASED ON 2500 PSI CONCRETE) SLAB ON GRADE 3000 PSI (DESIGN BASED ON 2500 PSI CONCRETE) FOUNDATION WALL 3000 PSI (DESIGN BASED ON 2500 PSI CONCRETE) COLUMN NA POST TENSIONED BLDG SLAB NA POST TENSIONED PARKING SLAB �►A TOPPING NA SHOTCRETE NA 3. PROVIDE GRADE 60 KSI (A615) FOR CONCRETE REINFORCING 4. TOTAL AIR CONTENT IS SPECIFIED IN THE TABLE ABOVE. AIR CONTENT TOLERANCE SHALL BE ± 1%AND SHALL BE MEASURED AT THE POINT OF PLACEMENT. ALL CONCRETE EXPOSED TO THE WEATHER SHALL HAVE 5% TOTAL AIR REQUIRED. STRUCTURAL STEEL, BOLTING AND WELDING SPECIFICATIONS 1. ALL EXPOSED STEEL MEMBERS, HARDWARE, FASTENERS SHALL BE HOT DIPPED GALVANIZED OR EPDXY PAINTED PER ARCHITECT REQUIREMENTS. ALL CUT, REPAIRED AND EXPOSED SURFACE SHALL BE PAINTED WITH (2) COAT OF 95% ZINC RICH PAINT PER ASTM A780. COLOR TO MATCH EXISTING. 2. STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: TUBE COLUMNS: ASTM A500, GRADE B (Fy = 46 KSI) WIDE FLANGE COLUMNS OR BEAMS: ASTM 572 GR50 STEEL PIPES: ASTM A53, TYPE E OR S, GRADE B (Fy = 35 KSI.) STEEL PLATES, ANGLES AND MISC: ASTM A36 (Fy = 36 KSI) OR ASTM A992 BEARING BOLTS: ASTM A325 SLIP CRITICAL BOLTS: ASTM A325 WITH LOCK WASHERS ANCHOR BOLTS: ASTM A307 (WOOD FRAMING) ANCHOR BOLTS: ASTM A325 (STEEL FRAMING) 3. ALL SLIP CRITICAL CONNECTIONS SHALL BE ASTM A325 BOLTS AND SHALL BE ENGINEER -APPROVED, SELF -LOAD INDICATING TYPES, AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 4. STRUCTURAL STEEL WELDING SHALL CONFORM TO THE AWS CODES D1.1 AND D1.3. ALL WELDING SHALL CONFORM TO THE AWS CODES AND STRUCTURAL DRAWINGS, AND SHALL BE PERFORMED BY CERTIFIED WELDERS USING DRY E70XX ELECTRODES WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. INCREASE WELD SIZE TO AWS MINIMUM SIZES, BASED ON PLATE THICKNESS. DRAWING LIST SHEET NUMBER SHEET NAME ISSUE DATE S-0 GENERAL NOTES AND SPECIFICATIONS 12-11-24 S-1 FRAMING PLANS &DETAILS 12-11-24 Grand total: 2 info@b2engineers.com 425-318-7047 (0) 425-318-0031 (C) REQUIRED? SPECIAL INSPECTIONS (PART 1) TYPE OF INSPECTION REQUIRED? SPECIAL INSPECTIONS (PART 2) TYPE OF INSPECTION ❑ 1704.2.5 INSPECTION OF FABRICATORS PERIODIC ❑ 1705.4 MASONRY CONSTRUCTION ���� - Eq �r ND Verif fabrication/ ualit control rocedures NO A Level A, B and C Qualit Assurance: �� P/°� w.a�s"���' Y q Y p O Y � �.. 1. Verify compliance with approved submittals P4 , � _�� oy NO 1705.1.1 SPECIAL CASES CONTINUOUS (B) Level B Quality Assurance: � �, � .- (work unusual in nature, including but not limited to alternative materials and systems, unusual 1. Verification of f'm and f'AAC prior to construction PERIODIC � design applications, materials and systems with special manufacturer's requirements) (C) Level C Quality Assurance: �,�`�:� �43`89 ��?�� 1. Verification of f'm and f'AAC prior to construction and for every 5,000 SF during construction PERIODIC ��°,oAT�Ra � EN����� � 2. Verification of proportions of materials in premixed or preblended mortar, prestressing grout, and CONTINUOUS ,�j S�oNAL E��~ NQ 1705.2 STEEL CONSTRUCTION grout other than self -consolidating grout, as delivered to the project site ►��_��s 1. Fabricator and erector documents (Verify reports and certificates as listed in AISC 360, chapter EACH SUBMITTAL 3. Verify placement of masonry units PERIODIC N, paragraph 3.2 for compliance with construction documents) (D) Levels B and C Quality Assurance: 2. Material verification of structural steel PERIODIC 1. Verification of Slump Flow and Visual Stability Index (VSI) of self -consolidating grout as delivered CONTINUOUS 3. Embedments (Verify diameter, grade, type, length, embedment. See 1705.3 for anchors) CONTINUOUS to the project 4. Verify member locations, braces, stiffeners, and application of joint details at each connection PERIODIC 2. Verify compliance with approved submittals PERIODIC comply with construction documents 3. Verify proportions of site -mixed mortar, grout and prestressing grout for bonded tendons P4 5. Structural steel welding: 4. Verify grade, type, and size of reinforcement and anchor bolts, and prestressing tendons and P4 a. Inspection tasks Prior to Welding (Observe, or perform for each welded joint or member, the QA OBSERVE OR PERFORM AS NOTED (4) anchorages tasks listed in AISC 360, Table N5.4-1) 5. Verify construction of mortar joints P4 b. Inspection tasks During Welding (Observe, or perform for each welded joint or member, the QA OBSERVE (4) 6. Verify placement of reinforcement, connectors, and prestressing tendons and anchorages LEVEL 8 - P4 tasks listed in AISC 360, Table N5.4-1) LEVEL C -CONTINUOUS c. Inspection tasks After Welding (Observe, or perform for each welded joint or member, the QA OBSERVE OR PERFORM AS NOTED (4) 7. Verify grout space prior to grouting LEVEL 8 - P4 tasks listed in AISC 360, Table N5.4-3) LEVEL C -CONTINUOUS d. Nondestructive testing (NDT) of welded joints: see Commentary 8. Verify placement of grout and prestressing grout for bonded tendons CONTINUOUS 1) Complete penetration groove welds 5/16" or greater in risk category III or IV PERIODIC 9. Verify size and location of structural masonry elements P4 J E N K I N S DEC K 2) Complete penetration groove welds 5/16" or greater in risk category II PERIODIC 10. Verify type, size, and location of anchors, including details of anchorage of masonry to structural LEVEL 8 -PERIODIC 3) Thermally cut surfaces of access holes when material t > 2" PERIODIC members, frames, or other construction. LEVEL C -CONTINUOUS AD D I T I 0 N 4) Welded joints subject to fatigue when required by AISC 360, Appendix 3, Table A-3.1 PERIODIC 11. Verify welding of reinforcement (see 1705.2.2) CONTINUOUS 5) Fabricator's NDT reports when fabricator performs NDT EACH SUBMITTAL (5) 12. Verify preparation, construction, and protestion of masonry during cold weather (temperature P4 6. Structural steel bolting: below 40 F) or hot weather (temperature above 90 F) a. Inspection tasks Prior to Bolting (Observe, or perform tasks for each bolted connection, in OBSERVE OR PERFORM AS NOTED (4) 13. Verify application and measurement of prestressing force CONTINUOUS accordance with QA tasks listed in AISC 360, Table N5.6-1) 14. Verify placement of AAC masonry units and construction of thin -bed mortar joints (first 5000 SF CONTINUOUS b.lnspection tasks During Bolting (Observe the QA tasks listed in AISC 360, Table N5.6-2) OBSERVE (4) of AAC masonry) 1)fre-tensioned and slip -critical joints 15. Verify placement of AAC masonry units and construction of thin -bed mortar joints (after the first LEVEL 8 -PERIODIC a) Turn -of -nut with matching markings PERIODIC 5000 SF of AAC masonry) LEVEL C -CONTINUOUS b) Direct tension indicator PERIODIC 16. Verify properties of thin -bed mortar for AAC masonry (first 5000 SF of AAC masonry) CONTINUOUS c) Twist -off type tension control bolt PERIODIC 17. Verify properties of thin -bed mortar forAAC masonry (after the first 5000 SF of AAC masonry) LEVEL 8 -PERIODIC d) Turn -of -nut without matching markings CONTINUOUS LEVEL C -CONTINUOUS e) Calibrated wrench CONTINUOUS 18. Prepare grout and mortar specimens LEVEL 8 - P4 18914 94TH AVE WEST. 2) Snug -tight joints PERIODIC LEVEL C -CONTINUOUS c. Inspection tasks After Bolting (Perform tasks for each bolted connection in accordance with QA PERFORM (4) 19. Observe preparation of prisms LEVEL 8 - P4 tasks listed in AISC 360, Table N5.6-3) LEVEL C -CONTINUOUS EDMON DS, WA 98020 7. Inspection of steel elements of composite construction prior to concrete placement in accordance OBSERVE OR PERFORM AS NOTED (4) NQ 1705.5 WOOD CONSTRUCTION with QA tasks listed in AISC 360, Table N6.1 1. Inspection of the fabrication process of wood structural elements and assemblies in accordance PERIODIC with Section 1704.2.5 NQ 1705.2.2 STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL 2. For high -load diaphragms, verify grade and thickness of structural panel sheathing agree with P5 1. Material verification of cold -formed steel deck: approved building plans a. Identification markings PERIODIC 3. For high -load diaphragms, verify nominal size of framing members at adjoining panel edges, nail P5 b. Manufacturer's certified test reports EACH SUBMITTAL or staple diameter and length, number of fastener lines, and that spacing between fasteners in each 2. Connection of cold -formed steel deck to supporting structure: line and at edge margins agree with approved building plans a. Welding PERIODIC 4. Metal -plate -connected wood trusses spanning 60 feet or greater: verify temporary and permanent PERIODIC b. Other fasteners (in accordance with AISC 360,Section N6) restraint/bracing are installed in accordance with the approved truss submittal package 1) Verify fasteners are in conformance with approved submittal PERIODIC 2) Verify fastener installation is in conformance with approved submittal and manufacturer's PERIODIC NQ 1705.E SOILS recommendations 1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity. PERIODIC 3. Reinforcing steel 2. Verify excavations are extended to proper depth and have reached proper material. PERIODIC a. Verification of weldability of steel other than ASTM A706 PERIODIC 3. Perform classification and testing of controlled fill materials. PERIODIC b. Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, CONTINUOUS 4. Verify use of proper materials, densities, and lift thicknesses during placement and compaction of CONTINUOUS boundary elements of special concrete structural walls and shear reinforcement controlled fill c. Shear reinforcement CONTINUOUS 5. Prior to placement of controlled fill, observe subgrade and verify that site has been prepared PERIODIC d. Other reinforcing steel PERIODIC properly 4. Cold -formed steel trusses spanning 60 feet or greater a. Verify temporary and permanent restraint/bracing are installed in accordance with the approved PERIODIC NQ 1705.7 DRIVEN PILE FOUNDATIONS truss submittal package 1. Verify element materials, sizes and lengths comply with requirements CONTINUOUS 2. Determine capacities of test elements and conduct additional load tests, as required CONTINUOUS NO 1705.3 CONCRETE CONSTRUCTION 3.Observe driving operations and maintain complete and accurate records for each element CONTINUOUS 1. Inspection of reinforcing steel installation (see 1705.2.2 for welding) P1 4. Verify placement locations and plumbness, confirm type and size of hammer, record number of CONTINUOUS DRAWING INFO 2. Inspection of prestressing steel installation PERIODIC blows per foot of penetration, determine required penetrations to achieve design capacity, record tip 3. Inspection of anchors cast in concrete where allowable loads have been increased per section CONTINUOUS and butt elevations and document any damage to foundation element 1908.5 or where strength design is used 5. For steel elements, perform additional inspections per Section 1705.2 SEE SECTION 1705.2 4. Verify use of approved design mix P1 6. For concrete elements and concrete -filled elements, perform additional inspections per Section SEE SECTION 1705.3 ISSUE DATE 12-11-24 5. Fresh concrete sampling, perform slump and air content tests and determine temperature of CONTINUOUS 1705.3 concrete 7. For specialty elements, perform additional inspections as determined by the registered design SEE CONST. DOCUMENTS 6. Inspection of concrete and shotcrete placement for proper application techniques CONTINUOUS professional in responsible charge ISSUED FOR PERMIT 7. Inspection for maintenance of specified curing temperature and techniques P4 8. Perform additional inspections and tests in accordance with the construction documents SEE CONST. DOCUMENTS 8. Inspection of prestressed concrete: a. Application of prestressing force CONTINUOUS NO 1705.8 CAST IN PLACE FOUNDATIONS PROJECT N0. 24260 b. Grouting of bonded prestressing tendons in the seismic -force -resisting system CONTINUOUS 1.Observe drilling operations and maintain complete and accurate records for each element CONTINUOUS 9. Erection of precast concrete members P4 2. Verify placement locations and plumbness, confirm element diameters, bell diameters (if CONTINUOUS a. Inspect in accordance with construction documents SEE CONST. DOCUMENTS applicable), lengths, embedment into bedrock (if applicable) and adequate end -bearing strata ENGINEER BB b. Perform inspections of welding and bolting in accordance with Section 1705.2 ACCORDING TO SECTION 1705.2 capacity. Record concrete or grout volumes 10. Verification of in -situ concrete strength, prior to stressing of tendons in post tensioned concrete P4 3. For concrete elements, perform additional inspections in accordance with Section 1705.3 SEE SECTION 1705.3 and prior to removal of shores and forms from beams and structural slabs 4. Perform additional inspections and tests in accordance with the construction documents SEE CONST. DOCUMENTS REVISION SCHEDULE 11. Inspection of formwork for shape, lines, location and dimensions P1 12. Concrete strength testing and verification of compliance with construction documents P4 NO 1705.9 HELICAL PILE FOUNDATIONS NO. DATE DESCRIPTION 1. Verify installation equipment, pile dimensions, tip elevations, final depth, final installation torque CONTINUOUS YE$ POST INSTALLED ANCHORS IN HARDENED CONCRETE and other data as required. Per research reports including verification of anchor type, anchor dimensions, hole dimensions, hole P2 OR AS REQUIRED 2. Perform additional inspections and tests in accordance with the construction documents SEE CONST. DOCUMENTS cleaning procedures, anchor spacing, edge distances, concrete minimum thickness, anchor BY THE APPROVED REPORT embedment and tightening torque NQ 1705.10.1 STRUCTURAL WOOD SPECIAL INSPECTIONS FOR WIND RESISTANCE CONTINUOUS 1. Inspection of field gluing operations of elements of the main windforce-resisting system P5 RES U B 2. Inspection of nailing, bolting, anchoring and other fastening of components within the main INSPECTION NOTES: windforce-resisting system (1). The inspection and testing agents) shall be engaged by the Owner or the Owner's Agent, and Aug 27 2024 not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of N� 1705.10.2 COLD FORMED STEEL INSPECTIONS FOR WIND RESISTANCE CITY OF EDMONDS interest must be disclosed to the Buildin Official rior to commencin work. The ualifications of ❑ 1.Ins ection durin weldin o erations of elements of the main windforce-resistin s stem PERIODIC DEVELOPMENT SERVICES g p g q p g g p g y PERIODIC DEPARTMENT the Special Inspectors) and/or testing agencies may be subject to the approval of the Building 2.Inspections for screw attachment, bolting, anchoring and other fastening of components within the Official and/or the Design Professional. main windforce-resisting system (2). The list of Special Inspectors may be submitted as a separate document, if noted so above. (3). Special Inspections as required by Section 1704.2.5 are not required where the fabricator is N� 1705.10.3 WIND RESISTANCE INSPECTIONS approved in accordance with IBC Section 1704.2.5.2 1. Roof cladding PERIODIC (4). Observe on a random basis, operations need not be delayed pending these inspections. 2. Wall cladding PERIODIC Perform these tasks for each welded joint, bolted connection, or steel element. (5). NDT of welds completed in an approved fabricator's shop may be performed by that fabricator N� 1705.11.1 STRUCTURAL STEEL SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE SEE AISC 341 GENERAL NOTE S when approved by the AHJ. Refer to AISC 360, N7. INSPECTION OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC 341 LEGEND: NQ 1705.11.2 STRUCTURAL WOOD SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE C CONTINUOUS INSPECTION 1. Inspection of field gluing operations of elements of the seismic -force resisting system CONTINUOUS AN D P1 PERIODIC INSPECTION PRIOR TO CONCRETE PLACEMENT 2. Inspection of nailing, bolting, anchoring and other fastening of components within the seismic- P5 P2 PERIODIC INSPECTION PRIOR TO INSTALLATION OF ELEMENT force -resisting system SPECIFICATION S P3 PERIODIC INSPECTION PRIOR TO USE ON PROJECT (ONCE ONLY) P4 PERIODIC INSPECTION AT LEAST ONCE ADAY NO 1705.11.3 COLD -FORMED STEEL LIGHT -FRAME CONSTRUCTION SPECIAL INSPECTIONS P5 PERIODIC INSPECTION AFTER ELEMENT /S IN PLACE FOR SEISMIC RESISTANCE S VERIFY WITH SOILS ENGINEER 1. Inspection during welding operations of elements of the seismic -force -resisting system PERIODIC � 0 T MATERIAL TEST REQUIRED 2. Inspections for screw attachment, bolting, anchoring and other fastening of components within the PERIODIC seismic -force -resisting system Copyright b2 Structural Engineers 2008 MAIN FLOOR ISOLATED FOOTING SCHEDULE ID TYPE WIDTH LENGTH THICKNESS COUNT REINFORCEMENT F-1 ROUND 21" 21" 18" 4 4-#5 VERTICAL REBARS & 2 - #3 ROUND TIE GUARDRAIL REQUIREMENTS: HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 200 LBS OR UNIFORM LOAD OF 50 PLF IN ACCORDANVE WITH IBC (SECTION 1607.8.1.1) I■ Hardware and fasteners in contact with I preservative -treated wood shall be of hot -dipped zinc galvanized steel, I I stainless steel, silicon bronze or copper. • In the absence of manufacturer's I I recommendations aminimum of ASTM A 653 type G185 zinc -coated galvanized steel, or I I equivalent, shall be used. IRC R317.3.1 IBC 2304.10.5.1 I Section 3 REMOVE EXISTING SIDING AND INSTALL PT LEDGER WITH 4.5" TIMBERLOK AT 16" (STAGGERED) /BLOCKING BETWEEN JOISTS ON TOP OF BEAMS TYP. � H2.5 TIE AT EACH JOIST AT BEAMS TYP. BEAM PER PLAN ECCQ POST CAP TYP CBSQ POST BASE TYP u �..�..�. SEISMIC NOTES: THE PROPOSED DECK IS LIGHT WEIGHT DUE TO ITS SIZE AND LATERALLY BRACED BY THE HOUSE ON TWO SIDES. THEREFORE, DECK BRACES ARE NOT REQUIRED 4X8 PT (CANTILEVER) 3 S-1 4X8 PT (LOW) NEW PT 2X8 AT 9" (CANTILEVER) 4X8 PT (CANTILEVER) UPPER FLOOR SHEATHING TO REMAIN I REMOVE SIDING AND INSTALL WATERPROOFING N � N V� V� VV vi 4-#5 VERTICAL REBARS 2-#4 ROUND TIES - I�� III III = U—_ -_ CV ��u�u�u�u�u�u�u�u�u�u�u�u (EXISTING 8X10 BEAM I � II II II II II II II II II I II II II II II II II II II I EXISTING 6X8 I II II II II II II II II II f---�r 4X10 HEADER MIN. AT II II OPENING (SEE DETAIL 4/S-1 I II II � II I� II II I II II �� EXISTING 2X8 JOISTS �—t I II II II II II II II II II I II II II II II II II II II (EXISTING 6X8 (FLAT)(( 4X8 HEADER f I II II II II II II II II II II II II II II II II II II I II II II II II II II II II 2x SILI �I REMOVE EXISTING SIDING AND INSTALL PT PROVIDE LEDGER AND 4.5" TIMBERLOK AT 16" (STAGGERED). PROVIDE WATERPROOFING BLOCKING UNDER POSTS TYP. WALL OPENING FRAMING DETAIL N.T.S. 2x4 TO MATCH AREA OF STUDS ABOVE 6d H END IIMMER AND 2 KING STUD NAILED .ETHER OR POST PER PLAN -UD/PLATE JECTION, PROVIDE TOENAIL OR d END NAIL IMPORTANT NOTES ON DRAWING REVIEW, FIELD VERIFICATION, TEMPORARY SHORING AND WATERPROOFING: 1. CONTRACTOR MUST REVIEW STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION & NOTIFY DESIGN TEAM/OWNER OF ANY DISCREPANCY IN COMPARISON WITH ARCHITECTURAL DOCUMENTS OR FIELD CONDITIONS. 2. IN REMODEL/RETROFIT PROJECTS, CONTRACTOR MUST FIELD VERIFY &NOTIFY DESIGN TEAM/OWNER OF EXISTING MECHANICAL, PLUMBING, AND ELECTRICAL LINES THAT MAY INTERFERE WITH STRUCTURAL WORK PRIOR TO CONSTRUCTION. STRUCTURAL DRAWINGS MAY NOT REFLECT ALL EXISTING FRAMING CONDITIONS DUE TO LIMITED AVAILABLE INFORMATION. 3. CONTRACTOR IS SOLELY RESPONSIBLE IN PROVIDING PROPER TEMPORARY SHORING PRIOR TO REMOVING ANY STRUCTURAL ELEMENTS. 4. ENGINEER IS NOT RESPONSIBLE FOR WATERPROOFING SYSTEM OR DETAILS. CONTRACTOR/OWNER SHALL CONSULT WITH QUALIFIED PROFESSIONALS AS REQUIRED IMPORTANT NOTES ON FOUNDATION AND FRAMING: 1. ALL FOOTINGS SHALL BEAR ON SUITABLE SOIL SUCH AS AT MIN. OF MEDIUM DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL TO AT LEAST 95% OF MAX. DRY DENSITY BASED ON ASTM D1557. GEOTECHNICAL ENGINEER MAY INSPECT TO VERIFY THAT THE FOUNDATION WILL BEAR ON SUITABLE MATERIAL. 2. FOR FRAMING LUMBER TYPES AND GRADES, AND CONCRETE MIX REQUIREMENTS PLEASE SEE S-0 3. FOR PLYWOOD/OSB SHEARWALL SCHEDULE &HOEDOWN ANCHOR SIZE AND EMBEDMENT, PLEASE SEE N.A 4. FOR COMMON HEADER FRAMING DETAIL AND HEADER SIZE, SEE 4/S-1 5. PROVIDE (2) 2X6 OR (3) 2X4 STUD POSTS AT EACH END OF BEAMS, UNLESS NOTED OTHERWISE ON PLAN 6. SLAB ON GRADE SHALL BE MIN. 4" THICK WITH #3 AT 18" EACH WAY (ATMID-DEPTH) ON 6" COMPACTED CRUSHED ROCK. SAWCUT JOINT (1" DEEP) AT 15 FT MAX. SPACING EACH WAY SHALL BE DONE WITHIN 4 TO 12 HOURS AFTER FINISHING, DEPENDING ON WEATHER. 7. FLOOR SHEATHING SHALL BE 3/4" PLYWOOD OR OSB WITH 10d AT 6" NAILING AT EDGES &BLOCKING AND AT 12" AT FIELD 8. ROOF SHEATHING SHALL BE 1/2" PLYWOOD OR OSB WITH 8d AT 6" NAILING AT EDGES & BLOCKING AND AT 12" AT FIELD IMPORTANT NOTES ON TRUSS AND LUMBER PACKAGE/LUMBER PACKAGE REVIEW: 1. TRUSS FRAMING LAYOUT SHOWN IS GENERAL CONCEPT ONLY. CONTRACTOR/ TRUSS SUPPLIER MUST SUBMIT TRUSS SHOP DRAWINGS INCLUDING TRUSS TEMPORARY/ PERMANENT BRACING PLANS FOR ENGINEER'S REVIEW 2. TRUSS FRAMING PROFILE/ LAYOUT SHOULD CONFORM TO BOTH STRUCTURAL AND ARCHITECTURAL DRAWINGS. ANY DEVIATIONS SHALL BE APPROVED BY ENGINEER/ ARCHITECT PRIOR TO TRUSS DESIGN WORK. 3. TRUSS DEFLECTION CRITERIAS: FLOOR/DECK TOTAL LOAD = L/480 ROOF TOTAL LOAD = L/240 FLOOR/DECK LIVE LOAD = L/600 ROOF SNOW LOAD = L/300 '* MAXIMUM TOTAL LOAD DEFLECTION SHOULD NOT EXCEED 1.0" IN ALL CASES 4. FLOOR/ROOF FRAMING LAYOUT AND CONNECTORS (SUCH AS LUMBER PACKAGE BY SUPPLIERS) MUST BE SUBMITTED FOR ENGINEER'S REVIEW PRIOR TO CONSTRUCTION FRAMING SYMBOLS: S 4 SIMPSON WSW WOOD �p� CONTINOUS � STRONG WALL (24" WIDE) POST � PLYWOOD P POST STOPS SW6 SHEARWALL � BELOW THIS FLOOR POST STARTS AT A SHEARWALL HOEDOWN P THIS FLOOR LEGEND AND NOTES info@ b2eng i neers. com 425-318-7047 (0) 425-318-0031 (C) ��� B � �. ,oF WAsy �s� �� ����� / i �' �� �� � 1 ,-� ; l \N� 6 � Q-/ �•p �G 43789 ����� ASS/ONAL EN`� JENKINS DECK ADDITION 18914 94TH AVE WEST. EDMONDS, WA 98020 DRAWING INFO ISSUE DATE ISSUED FOR PROJECT N0. 24260 ENGINEER BB REVISION SCHEDULE NO. DATE I L'3ESCRIPTION RESUB Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FRAMING PLANS & DETAILS S-1 Copyright b2 Structural Engineers 2008