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APPROVED BLD ENG PLN RESUB2 BLD2023-0102+SITE & Architectural_Plan+3.21.2023_3.31.08_PM+3434757GENERAL NOTES AND LEGEND PROJECT INFORMATION TYPICAL ARCHITECTURAL SYMBOLS 002 PLAN KEYNOTE X� STRUCTURAL GRID DATUM POINT BUILDING SECTION X Ax.x WALL SECTION X Ax.x DETAIL MARKER BEDROOM 001 88SF(8.2SM) /� C A9. 11 2 \ > WALL TYPE DOOR MARK WINDOW MARK AREA IDENTIFIER INTERIOR ELEVATION MARKER TOP LINE DESIGNATES FINISH MATERIAL ((E) INDICATES EXISTING FINISH MATERIAL) X/ ELEVATION KEYNOTE BOTTOM LINE DESIGNATES FINISH TREATMENT 4X REVISION CODE COMPLIANCE SUMMARY SHEET INDEX LAND USE CODE CONSTRUCTION DESIGNATION (PLAN) REFERENCED CODE EXISTING CONSTRUCTION TO REMAIN (SCREENED) ZONING TITLE 16 DEMOLISH EXISTING ZONE CONSTRUCTION (DASHED) USE NEW CONSTRUCTION LOT AREA (NON -RATED) DEVELOPMENT STANDARDS NEW CONSTRUCTION TREE PROTECTION (RATED ASSEMBLY, REFER TO CHAPTER 23.10 ASSEMBLY TYPE) TYPICAL WALL CONSTRUCTION (PLAN) CRITICAL AREAS CHAPTER 23.40, 23.80 = WOOD 777777777 METAL STORMWATER CHAPTER 18.30 MASONRY IMPERVIOUS AREA CONCRETE LAND DISTURBING ACTIVITY GLAZING GRADING 4' FLUORESCENT STRIP CHAPTER 18.40 8' FLUORESCENT STRIP WALL MOUNTED FLUORESCENT LIGHT FIXTURE SURFACE OR PENDANT FIXTURE -0 WALL MOUNTED FIXTURE WALL MOUNTED FIXTURE (LOW VOLTAGE) O RECESSED CAN LIGHT TRACK LIGHTING ❑F FAN /C SMOKE/CARBON MONOXIDE DETECTOR 1. ALL WORK SHALL CONFORM TO THE 2018 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE AND ALL OTHER GOVERNING LAWS, CODES, ORDINANCES AND REGULATIONS. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENT ONLY. NOTIFY THE ARCHITECT IMMEDIATELY IF CONFLICTS EXIST. DIMENSIONS ARE TO FACE OF STUD AND CONCRETE WALLS UNLESS NOTED OTHERWISE. 3. DOORS AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE 6 INCHES FROM FACE OF ADJACENT PARTITIONS OR CENTERED BETWEEN PARTITIONS. 4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO INITIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 7. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 8. THE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. 9. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, AND THE LIKE. ALL SUCH LINES SHALL BE CONCEALED, UNLESS NOTED AS EXPOSED CONSTRUCTION ON THE DRAWINGS. 10. THESE DRAWINGS COVER THE FURNISHING AND INSTALLATION OF ALL MATERIALS AND WORK AS CALLED FOR ON THE DRAWINGS OR IN THE SPECIFICATIONS WHICH ARE BOUND SEPARATELY AND ARE A PART OF THIS CONTRACT. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK THE DRAWINGS BEFORE THE INSTALLATION OF HIS WORK. ANY DISCREPENCY SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION BY WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE. 11. PROTECT ALL ADJACENT PROPERTIES AND IMPROVEMENTS FROM ALL DISTURBANCES AND DAMAGE. 12. EXCEPT WHERE NOTED OTHERWISE, MATERIALS BEING DEMOLISHED SHALL BE IMMEDIATELY REMOVED FROM THE SITE. 13. PROVIDE ALL MISCELLANEOUS CUTTING, DRILLING, AND DEMOLITION THAT IS REQUIRED THOUGH NOT SPECIFICALLY SHOWN. ALL CONSTRUCTION MATERIALS DAMAGED OR CUT DURING THE INSTALLATION OF THIS WORK MUST BE REPAIRED OR REPLACED WITH MATERIALS OF LIKE KIND AND QUALITY AS ORIGINAL MATERIALS BY SKILLED LABOR CERTIFIED IN THAT PARTICULAR BUILDING TRADE. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING LOCATIONS OF STRUCTURAL MEMBERS, MECHANICAL AND ELECTRICAL SYSTEMS, AND MISCELLANEOUS EQUIPMENT TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 15. CONTRACTOR MATERIALS AND ACTIVITIES SHALL NOT BLOCK ACCESS OR EGRESS FROM ANY BUILDING WHILE THE BUILDING IS OCCUPIED. THIS INCLUDES DEMOLITION WORK AND ALSO APPLIES TO NEIGHBORING BUILDINGS. l BUILDING CODE A0.1 PROJECT INFORMATION EDMONDS CITY CODE AND COMMUNITY DEVELOPMENT CODE A0.2 SITE PLAN AND CODE COMPLIANCE A0.3 ENERGY CODE COMPLIANCE A2.1 DEMOLITION PLANS ZONE DISTRICTS A2.2 ROOF DEMOLITION PLANS RS-12 A3.1 FLOOR PLANS PRIMARY RESIDENCE A3.2 ROOF PLANS 12,580 SF A4.1 BUILDING ELEVATIONS SEE LAND USE CODE REVIEW THIS SHEET A5.1 BUILDING SECTIONS A7.1 DETAILS A8.1 REFLECTED CEILING PLANS TREE RELATED REGULATIONS A9.1 INTERIOR ELEVATIONS NO TREE REMOVAL OR IMPACT PROPOSED A10.1 SCHEDULES S1.1 STRUCTURAL NOTES CITY OF EDMONDS GIS MAPPING INDICATES AREAS OF EROSION HAZARD 15%-40% S1.2 STRUCTURAL NOTES PROJECT IS NOT WITHIN, ADJACENT TO OR LIKELY TO IMPACT THOSE AREAS S3.1 FOUNDATION PLAN S3.2 ROOF FRAMING PLAN S7.1 STRUCTURAL DETAILS STORMWATER MANAGEMENT NEW AND REPLACED IMPERVIOUS AREA: 183 SF (LESS THAN 2000 SF) 0 SF (LESS THAN 7000 SF) NO NET CHANGE TO AREA OF HARD SURFACE REFER TO SHEET A0.2 PLAN FOR CONSTRUCTION STORMWATER CONTROL NO RETAINING WALLS OR ROCKERIES NO GRADE CHANGE GREATER THAN 4'-0" VERTICAL NO ON -SITE STOCKPILE REFERENCED CODE: 2018 INTERNATIONAL RESIDENTIAL CODE OCCUPANCY: R3 CONSTRUCTION TYPE: V-B NO STORIES: 1 FIRE PROTECTION: NONE BUILDING AREA: EXISTING DEMO NEW TOTAL 1 ST FLOOR 2171 SF 93 SF 183 SF 2261 SF LOFT 201 SF (EXISTING NO CHANGE) (NOTE THAT EXISTING LOFT IS ESTABLISHED AS NON -HABITABLE STORAGE PER PERMIT #760423, 1976) ENERGY CODE REFERENCED CODE COMPLIANCE PATH HEAT SYSTEM VICINITY MAP 2018 WASHINGTON STATE ENERGY CODE SEE SHEET A0.3 FOR ENERGY CODE COMPLIANCE PRESCRIPTIVE HEAT PUMP (EXISTING) LAND USE CODE REVIEW PROJECT DESCRIPTION INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE ADDRESS 17121 SEALAWN DRIVE, EDMONDS WA 98026 LEGAL DESCRIPTION SEA LAWN TERRACE DIV A BLK 000 D-00 - LOT 5 TAX PARCEL NUMBER 00566000000500 OWNER SUSAN AND KEN ARMSTRONG 17121 SEALAWN DRIVE, EDMONDS WA 98026 ABS POTS@COMCAST. NET, 206.450.5613 SM_ARMSTRONG@COMCAST.NET, 206.696.1405 PROJECT DIRECTORY OWNER SUSAN AND KEN ARMSTRONG 17121 SEALAWN DRIVE, EDMONDS WA 98026 ABS POTS@COMCAST. NET, 206.450.5613 SM_ARMSTRONG@COMCAST.NET, 206.696.1405 CONTRACTOR VICJOHNSON JOHNSON AND SONS CONSTRUCTION 425.308.2961 JASCONSTNW@GMAIL.COM ARCHITECT WILLIAM J SCALES, AIA DRYSTONE STUDIO PLLC WILL@DRYSTONESTUDIO.COM 206.795.0289 STRUCTURAL ENGINEER ANDY QUINN BYKONEN CARTER QUINN STRUCTURAL ENGINEERING 206.264.7784 AVQ@BCQ-SE.COM ADDRESS 17121 SEALAWN DRIVE, EDMONDS WA 98026 RS-12 ZONE OWNER SUSAN AND KEN ARMSTRONG(ABS POTS@COMCAST. NET/206.4505613) EDMONDS CITY CODE AND COMMUNITY DEVELOPMENT CODE TITLE 16 16.20.010 USE: SINGLE FAMILY DWELLING UNIT PERMITTED PRIMARY USE 16.20.030 TABLE OF SITE DEVELOPMENT STANDARDS LOT AREA MINIMUM 12,000 SF PROPOSED 12,580 SF EXISTING NO CHANGE DENSITY MAXIMUM 3.7 PROPOSED 1 EXISTING NO CHANGE LOT WIDTH MINIMUM 80'-011 PROPOSED EXISTING NO CHANGE SETBACKS STREET (FRONT) MIN 25' EXISTING: 31'-0" PROPOSED 31'-0" EXISTING NO CHANGE SIDE MIN 10' WEST: EXISTING: 16'-9" W PROPOSED: 16'-9" EXISTING NO CHANGE EAST: EXISTING: 12'-5" W PROPOSED: 12'-5" EXISTING NO CHANGE REAR MIN 25' EXISTING: 37'-10" PROPOSED 33'-3" HEIGHT LIMIT MAXIMUM HEIGHT 25' 20'-0" EXISTING HEIGHT PROPOSED HEIGHT 20'-0" (NO CHANGE TO MAX HEIGHT, SEE BUILDING HEIGHT DIAGRAM THIS SHEET 35% LOT COVERAGE MAX COVERAGE ALLOWABLE COVERAGE 4403 SF 2264 SF (18%) EXISTING COVERAGE PROPOSED COVERAGE 2354 SF (19%) PARKING NO CHANGE TO EXISTING REVISIONS J Building Department `'r Me,dowaaie ee,M o Mead owdale Middle School0 REV1 REV2 a : �'' REV3 �o` Sealawn Dr, P�. Housemates© _ 3 REV4 •17121 Edmonds, WA 98026 - _ Cofortand mQ 30mindrlve-home nzoe s,reel sw f '° f vz�e street sw REV5 Joy Longarm Quilting... as of Re s' nsa 1731tl $1 $w 1J3rd StSW o l Emily D. Austin, LMT Q Woodvale North 0 nvh sr sw o 3 Sr St SW 175th St SW » N n� F �d Saint The o More P n61h s sw 176th 51 SW 17611 PI SW ? 3 --. MeyhanE Affordable >em P, sw House Cleaning d < - - - IA SEPARATE PLUMBING PERMIT IS REQUIRED FOR Saeltenfuss,MSFT9 Olympic View © 0 0 a C°" l jTHIS PROJECT. PLEASE OBTAIN A PLUMBING PERMITI - Southwest - �$'--.- CoudtyPark Senwr Care t sRn FROM THE CITY OF EDMONDS_ Go'g1eh"sw 180ihS1SW - _ - _ - _ - _ - _ - - City Of Edmonds Building Department Work ADDITION/REMODEL Address 17121 SEALAWN DR : -------------------------------------------- Owner : ARMSTRONG ------------------------------------------------ �-------------------------------------- Approved Date 3/27/2023 ------------------------------------- Building Official VfKCZ[L --------------------- Permit Number FBLD2023-0102 APPROVED PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE Nib DRYSTONE S T U D 1 0 WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 93374T[ G�3[ D ITECT N ToONI W V Z Z WO _H >� (f) Q oc o 00 W 0) Z Q I.L Q Q J Cn J <a ZW Wz 0 a Cn 0 p CN Co FM W Cn W Q RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE REVISIONS: 02.28.23 PERMIT CORR. 03.21.23 PERMIT CORR. DECEMBER 21, 2022 PERMIT SET PROJECT INFORMATION AOml SITE PLAN SCALE: 1 /8" = 1'-0" 2" x 2" WOOD/STEEL \ - zi G/ (3 � G c9 E FILTER FABRIC SECURED _ TO 2" x 2" 14 GA D�w � ` n�AWN E) POWER A ±169' TEMPORARY EROSION AND WIRE FABRIC EQUAL UTILIV AN E POLE, NO CH4' \\ STORMWATER CONTROL _I 0 OPERL1N N \ TEMPORARY EROSION AND STORMWATER CONTROL: INSTALL AND \ c� A NY CATCHBASIN MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, 'r DOWNSTREAM OF \ \ ♦ CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES I CONSTRUCTION SITE SH LL \ ♦ \ THAT MAY BE REQUIRED DURING CONSTRUCTION ±169' \ I 0 BE PROTECTED BY FILT d 1 (E) PAVED SOCK PER CITY OF EDMONDS 1 DRIVEWAY STD DETAIL ER--02 \ \ X NATIVE BACKFILL MATERIAL 8, _ 1 I \ \ ♦ STORMWATER \ i ` CHAPTER 18.30 STORMWATER MANAGEMENT / IMPERVIOUS AREA NEW AND REPLACED IMPERVIOUS AREA: 183 SF (LESS THAN 2000 SF) (E) WA R METER I o / \ �� LAND DISTURBING ACTIVITY 0 SF (LESS THAN 7000 SF) AND U. .',SERVIC 1 (D d / , — I \ SET ACK ' '�q' \\ ♦ NO NET CHANGE TO AREA OF HARD SURFACE REFER TO SHEET A0.2 PLAN FOR CONSTRUCTION STORMWATER CONTROL FILTER FABRIC MATERIAL IN CO O A17S ROLLS USE STAPLES OR WIRE RINGS TO ATTACH LINE (U.G. GVC. LINE ARp APPROXIMATE), NO /� ♦ — — —\k0 \�O� FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS I — _ — _ _ HANGE I c� / --- -� 1 — — — — R F. ELE d — E) OVER AD _ _ _ — (E) OV RHEA — 17 . ' — — PQW-ER-AI D I __— I A, \ - dam\ ♦ �F \ ♦ RS-12 NFIagN Zone Corner wIRE MESH FENCE o TO SUPPORT FILTER -- - c� q METER, NO COIY}M, NO I _ — I CANGE +0 AN II 1 �'9,p II Setbacks: Required Actual N FABRIC / I I \ EXISTING DOWNSPOUT ], s�6'=__=' Front 25 ' :_ �x. — - I PRIM Y 170' �...--I-- I XISTING DOWNSPOUT I ENTRA E, N TO DRYWELL NO I 9�, \ CHANGE \ I \ ♦ ♦ ; Sides1-0__; :_ex. i i �i%i%i i , �� j j� j� �� j i�� 1 I i TO DRYWELL, NO I (EXISTY G, NO / \ 25—, CONSTRUCTI CHANGE I ) CHA I II \ Rear ,__e�c. BURY BOTTOM OF FILTER N 11Z1 `; \ MATERIAL 8" TO 12" 1 ACCESS AND — — ex. 1 STAGING ; — I \ \ __ ♦ er - -= == - ,------- ' 6' MAX I I INE OF EAV ,o ig 25 --ex. �PO,o ABOVE \ NOTES: I I \ ♦ 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER 1 \ �� EROSION CONTROL THROUGHOUT PROJECT. 1 I \ ♦'LF APPROVED BY PLANNINC �6' CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS 16'-gE GAS METER AND U.G. 1 1 ) 2171 SF SERVICE LINE (U.G. SVC. ' \ \ o ,,- Mar212o23 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. BEFORE OTHER WORK CAN BEGIN I LINE APPROXIMATE) NO ATCHED AREA INDICATES b_p" 1 I • CHANGE NEW KITCHEN ADDITION I \ _; \ ' FILTER FABRIC FENCE REVISION DATE I I: 6112 \\ ti• CITY OF EDMONDS JANUARY 2018 XISTING _--��" 1 II I; HEAT 11 2 6 ASHED LINE INDICATES , PERIMETER OF EXISTING I KITCHEN TO BE DEMOLISHED I I \ \ 168' PUBLIC WORKS DEPARTMENT FILTRATION SYSTEMS STANDARD ml I li PUMP NO I DETAIL rn I 11 CHANGE XISTING SIDE SEWER PER II \\ \ sf g9 APPROVED BY: R. ENGLISH — ------L I — PERMIT #3675 APRIL 22, 1970; I ; I�� NEW W — ► goI \� DOWNSPOUT TO _ - - INSTALL CLEANOUT WITHIN 24" / � APPROXIMATE AREA OF SPLASHBLOCK 183 S 1 LINE OF EAVE OF HOUSE �0 46---_______.� EROSION HAZARD PER XIS IN Ril P �I ' I `�EDMONDS GIS MAPPING ABOVE I FIEE ,-----1---------------. I 1 E) PAVE co co— — I _ LOCATETEMPORARY PATIO _ ' OCKPIL ON EXISTING PAVED _ ' — 1 I _ — XISTING DOWNSPOUT �- --- _- — TO DRYWELL, NO / NORTH O O F ' PATIO WI -HIN FILTER FENCE, ' - I, _- 170 \ ' VET ITH ' - t— — —COVER _ HCIIRS- (— CHANGE ___.�,._-___ _______ _ O O O _ _ ti 25' R AR YARD SETBACK F (E) GRASS _____ _________ __ co _• I �, NOTE: ALL D I UR -AREAS TO BE O O GRATE ---� +0 co FF � "' U) COMPOST AMENODEDI PER 14 ILTER FENCE PER CITY OF I \ \ ° _--' - 1 F SWMMWW BMP T.5.13 EDMONDS STD DETAIL ER-902 \ I \ ' ° . CO XIa�TING TREES, TYP, NO \\ ♦ `' OVERRFLOWKHOL S I \ N ANGE TO EXISTING TREES v ♦ \ (TYP) q FILTER SOCK WITH ; I__________ 168' I / --- / v v ��, � OVER FLOW HOLES = ' ��. °a. (TYP) \ \ 4 a . CATCH BASIN I \ <d a ±167.5' co ±167' ° 168' APPROXIMATE AREA OF PROPERTY LINE 151' XI STING SIDE SEWER 168' ., a e 8 EROSION HAZARD PER EDMONDS GIS MAPPING d e. BUILDING HEIGHT SCALE: 1116"=V-0" OWNER/CONTRACTOR IS RESPONSIBLE FOR Applicant shall repair/replace all damage to utilities or frontage EROSION CONTROL AND DRAINAGE HEIGHT CALCS A=+170 TOTAL= 680 ENGINEERING DIVISION NO STORMWATER MANAGEMENT SYSTEM NOTES: CATCH BASIN improvements in City right-of-way B=+170 AVG GRADE= 170 REQUIRED AT THIS TIME. IF NEW AND/OR 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN per city standards that is caused or (680/4) THIS APPLICATION AT ALL TIMES DURING occurs during the permitted project. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY C=+170 ACTUAL= 190 (E, NO CHANGE) REPLACED IMPERVIOUS SURFACE EQUALS _ 13/30/2022 2000SQFT OR GREATER, A STORMWATER CONSTRUCTION PERIOD. UTILITIES MAY REQUIRE A SEPERATE PERMIT. D=+170 MAXIMUM= 195' (AVG GRADE +25') MANAGMEMENT SYSTEM MAY BE REQUIRED 2. ANY SEDIMENT IN CATCH BASIN INSERT MAX BLDGHEIGHT 195.0' - _ - - - - - - - - - - - - - _ _ _ _ PER CITY CODES AND STANDARDS SHALL BE ONE-THIRD FULREMOVED WHEN INSERT IS EXISTING E RIDGE 190.0 Y ------------------------------ ----- ------------ EXISTING- -- - - - - -` A EXISTING 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. NEW NEW PROPOSED RIDGE 182.0' - -- — — —— — —————————— ------ ——— — — — — ——-------.—.—. -- -- ,--------—---— _ w ——.—.—.— ------ --- ---——— — — — — —— REVISION DATE o = 04 �0 CITY OF EDMONDS TEMPORARY SEDIMENT TRAP JANUARY 2018 TT Ed �� ., E GRADE/AVG GRADE 170.0' PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL NORTH ELEVATION WEST ELEVATION SOUTH ELEVATION FS E R - 9 02 APPROVED BY: R. ENGLISH t . 189� = 0 mm� DRYSTONE S T U D 1 0 WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 4�3�37 REGISTERE ARCHITECT WA J CaLES �TaTIE Oof� WQ�HIMGTCM W V Z Z w0 LU Q oc o 00 W � 0) Z Q Q Q J Cn J Qo Z Lu w z Cn 0 0 a _ 2 0 CN C� F M W Cn W Q RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING INGLE FAMILY RESIDENCE REVISIONS: 02.28.23 PERMIT CORR. 03.21.23 PERMIT CORR. DECEMBER 21, 2022 PERMIT SET SITE PLAN & DE COMPLIANCE ■ ENERGY CODE COMPLIANCE CHAPTER3 GENERAL R303.1 CLIMATE ZONE TABLE R301.1 SNOHOMISH 14C R302 DESIGN CONDITIONS INTERIOR DESIGN CONDITIONS: MAXIMUM 72 DEGREES F FOR HEATING AND MINIMUM 75 DEGREES F FOR COOLING EXTERIOR DESIGN CONDITIONS OUTDOOR DESIGN TEMP COOLING 82 TABLE C-1 OUTDOOR DESIGN TEMP HEATING EDMONDS 24 R303 MATERIALS, SYSTEMS AND EQUIPMENT INSTALLED MATERIAL R- AND U- VALUES SHALL BE IDENTIFIED OR CERTIFIED IN ACCORDANCE WITH R303. VALUES SHALL BE AS SPECIFIED HEREIN; WHERE NO SPECIFICATION IS MADE, DEFAULT VALUES IN TABLES R303.1.3(1-5) SHALL BE ASSUMED. CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY R401.2 COMPLIANCE: PROJECTS SHALL COMPLY WITH ONE OF THE FOLLOWING: R401-R404 BUILDING THERMAL ENVELOPE (AND 406 FOR DWELLING UNITS AND SLEEPING UNITS IN A RESIDENTIAL BUILDING) R405 SIMULATED PERFORMANCE (AND 406 FOR DWELLING UNITS AND SLEEPING UNITS IN A RESIDENTIAL BUILDING) R407 CERTIFIED PASSIVE HOUSE R401.3 A PERMANENT CERTIFICATE COMPLYING WITH THE REQUIREMENTS OF R401.3 SHALL BE COMPLETED BY THE BUILDER OR OTHER APPROVED PARTY AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION INSIDE THE BUILDING. R402.1 THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF R402.1.1 THROUGH R402.1.6. UNCONDITIONED PORTIONS OF THE BUILDING ARE EXEMPT FROM BUILDING THERMAL ENVELOPE PROVISIONS. SUCH AREAS ARE NOTED ON PLANS WHERE/IF APPLICABLE. R402.1.1 R402.1.4 R402.1.6 R402.2.1-10 TABLE 402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT CLIMATE ZONE 5 AND MARINE 4 PRESCRIPTIVE MIN PROPOSED COMPLIANCE NOTES FENESTRATION U-FACTOR U=0.30 U=0.24 SEE FENESTRATION SCHEDULE, SHEET Al0.1 SKYLIGHT U-FACTOR U=0.50 NO SKYLIGHTS NOT APPLICABLE CEILING R-VALUE R49 (R38 VAULTED) R38 SEE BUILDING SECTION, SHEET A5.1 WOOD FRAME WALL R-VALUE 21 INT 21 INT SEE BUILDING SECTION, SHEET A5.1 FLOOR R-VALUE 30 30 SEE BUILDING SECTION, SHEET A5.1 BELOW -GRADE WALL R-VALUE 10/15/21 INT + 5TB NO BELOW -GRADE WALL NOT APPLICABLE SLAB R-VALUE & DEPTH 10, 2FT NO NEW SLAB NOT APPLICABLE TOTAL UA ALTERNATIVE: NOT APPLICABLE WALL ASSEMBLIES IN THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH THE VAPOR RETARDER REQUIREMENTS SRC R702.7 (EXCEPTION: BASEMENT AND BELOW -GRADE WALLS). SPECIFIC INSULATION REQUIREMENTS SECTION COMPLIANCE NOTES R402.2.1 CEILINGS WITH ATTIC SPACES NOT APPLICABLE R402.2.3 EAVE BAFFLE NOT APPLICABLE R402.2.4 ACCESS DOORS AND HATCHES SEE BUILDING SECTION, SHEET A5.01 R402.2.5 MASS WALLS NOT APPLICABLE R402.2.6 STEEL FRAMING NOT APPLICABLE R402.2.7 FLOORS SEE BUILDING SECTION, SHEET A5.01 R402.2.8 BELOW -GRADE WALLS NOT APPLICABLE R402.2.9 SLAB -ON -GRADE FLOORS NOT APPLICABLE R402.2.10 MASONRY VENEER NOT APPLICABLE R402.3.1-5 AN AREA WEIGHTED AVERAGE OF FENESTRATION PRODUCTS SHALL BE PERMITTED TO SATISFY THE U-VALUE REQUIREMENTS, AND AN AREA -WEIGHTED AVERAGE OF FENESTRATION PRODUCTS MORE THAN 50% GLAED SHALL BE PERMITTED TO SATISFY SHGC REQUIREMENTS. UP TO 15SF OF GLAZED FENESTRATION AND ONE SIDE -HINGED OPAQUE DOOR ASSEMBLY UP TO 24SF SHALL BE ALLOWED TO BE EXEMPT FROM U-FACTOR AND SHGC REQUIREMENTS. R402.4 AIR LEAKAGE: THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF R402.4.1-R402.4.4. R402.4.1 AIR BARRIER AND INSULATION INSTALLATION SHALL COMPLY WITH TABLE 402.4.1.1 R402.4.1.1 INSTALL COMPONENTS IN ACCORDANCE WITH TABLE R402.4.1.1 R402.4.1.2 TESTING NOT REQUIRED: EXCEPTION #1 ADDITIONS LESS THAN 500 SF OF CONDITIONED AREA R402.4.2 FIREPLACES: NOT APPLICABLE R402.4.3 AIR LEAKAGE OF FENESTRATION SHALL BE IN COMPLIANCE WITH THIS SECTION. R402.4.4 COMBUSTION AIR OPENINGS SHALL BE IN COMPLIANCE WITH THIS SECTION. R403 SYSTEMS R403.1 PROGRAMMABLE T-STAT R403.3.3 DUCT TESTING: NEW DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH THIS SECTION R403.6 MECHANICAL VENTILATION: BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF THE IRC OR IMC R403.7 EQUIPMENT SIZING & EFFICACY RATING R404 ELECTRICAL POWER AND LIGHTING SYSTEMS: MINIMUM 90% OF INSTALLED LAMPS SHALL BE HIGH EFFICIENCY R405 SIMULATED PERFORMANCE ALTERNATIVE: NOT APPLICABLE R406 CHAPTER 5 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS PROJECT TYPE CREDITS ADDITION LESS THAN 500 SF 1.5 TABLE R406.2 FUEL NORMALIZATION CREDITS SYSTEM TYPE DESCRIPTION OF PRIMARY HEATING SOURCE CREDITS NOTES 1 HEAT PUMP PER C403.3.2(1)C 1.0 EXISTING HEAT PUMP TO REMAIN TABLE 406.3 ENERGY CREDITS OPTION DESCRIPTION CREDITS NOTES 1.1 VERTICAL FENESTRATION U = 0.24 0.5 SEE WINDOW SCHEDULE SHEET A10.01 TOTAL 11.5 EXISTING BUILDINGS R501 GENERAL ADDITIONS, ALTERATIONS OR REPAIRS TO AN EXISTING BUILDING, BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY WITH SECTIONS R502, R503 OR R504. UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING SUPPLY SYSTEMS SHALL NOT BE REQUIRED TO COMPLY WITH THIS CODE. R502 ADDITIONS R502.1.1.1 BUILDING ENVELOPE NEW BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ADDITION SHALL COMPLY WITH SECTIONS R402.1, R402.2, R402.3.1 THROUGH R402.3.5 AND R402.4 EXCEPTION: ENVELOPE OF NONCONDITIONED SPACE CONVERTED TO CONDITIONED SPACE SHALL COMPLY WITH EXISTING BUILDING UA R502.1.1.2 HEATING/COOLING SYSTEMS FOR ADDITION SHALL COMPLY WITH R403. EXCEPTION: ADDITIONS LESS THAN 750SF NEED NOT COMPLY WITH DUCT TESTING REQUIREMENTS OF R403.3.3. NEW SERVICE HOT WATER SYSTEMS THAT ARE PART OF THE ADDITION SHALL COMPLY WITH R403.5. NEW LIGHTING SYSTEMS THAT ARE PART OF THE ADDITION SHALL COMPLY WITH 404.1 R502.1.1.3 SERVICE HOT WATER SYSTEM SHALL COMPLY WITH 403.5 R502.1.1.4 LIGHTING SYSTEMS SHALL COMPLY WITH 404.1 R503 ALTERATIONS R503.1 GENERAL: ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING IS NO LESS CONFORMING THAN PRIOR TO THE ALTERATION R503.1.1 BUILDING ENVELOPE: BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION R402.1.1 OR R402.1.4, SECTIONS R402.2.1 THROUGH R402.2.1 1, R402.3.1, R402.3.2, R402.4.3 AND R402.4.4. EXISTING WALL CAVITIES EXPOSED DURING CONSTRUCTION SHALL BE INSULATED TO A MINIMUM OF R15 (2x4 FRAMING) OR R21 (2x6 FRAMING). R503.1.2 NEW HEATING, COOLING AND DUCT SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH R403. R503.1.3 NEW SERVICE HOT WATER SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH R403. R503.1.4 NEW LIGHTING SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH R404.1 R503.2 CHANGE IN SPACE CONDITIONING: ANY NONCONDITIONED OR LOW -ENERGY SPACE THAT IS ALTERED TO BECOME CONDITIONED SPACE SHALL BE REQUIRED TO BE BROUGHT INTO FULL COMPLIANCE WITH THIS CODE Alterations Worksheet - 2018 Washington State Energy Code Window, Skylight and Door Schedule Project Information Contact Information Project Information Contact Information ADDITION/INTERIOR REMODEL WILLIAM J SCALES AIA ADDITION/INTERIOR REMODEL WILLIAM J SCALES, AIA EDM SEALAWN DRIVE wILL@DRYSTONEsruolo.coM EDMONDS WA 981026 206.795.0289 17121 SEALAWN DRIVE WILL@DRYSTONESTUDIO.COM Width Height EDMONDS WA 98026 206.795.289 Ref. 1-1-factor Qt. Feet �°`n Feet �°`n Area UA The WSEC requirements for alterations are located in Chapter 5 of the code text. Alterations (remodels) do not need to obtain energy credits from Table R406.3 Additions must meet the requirements for new construction. This includes nonconditioned space being altered to become conditioned space. Will the wall cavities be exposed? Rl Yes ❑ No If yes: Exposed wall cavities must be insulated - 2 X 4 wall studs require R-15 insulation 2 X 6 wall studs require R-21 insulation Will the roof/ceiling framing cavities or attic be exposed? I] Yes ❑ No If yes: Exposed roof/ceiling assemblies must be insulated - Vaulted ceilings: Insulate to the full depth of the framing member while allowing for the minimum 1" ventilated space Flat ceilings: Install R-49 insulation or what the attic space can accommodate based on the roof pitch Will the floor framing cavities be exposed? ] Yes ❑ No If yes: Exposed floor cavities must be insulated to R-30 Are the windows and/or doors being replaced? ] Yes ❑ No (includes both window or door and frames) If yes: New windows and doors must have an area weighted average LI-factor of <_0.30 Will the heating or cooling system be replaced? ❑ Yes ] No If yes: New equipment must meet current requirements and ducts need to be tested Will the hot water system be altered? ❑ Yes l] No If yes: New water heating equipment must meet current code requirements Are more than 50% of the light fixtures being changed? ❑ Yes ] No If yes: 90% of all lamps must be high efficacy (LED or CFL) Exempt Swinging Door (24 sq. ft. max.) 1 Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Uescription Ret. U-tactor FIXED WINDOW A 0.24 CASEMENT WINDOW B 0.24 FIXED WINDOW C 0.24 SLIDER WINDOW D 0.24 SLIDER WINDOW E 0.24 SLIDER WINDOW F 0.24 SLIDER WINDOW G 0.24 1 13 10 16 e 20.0 0.00 I I I I I j 1 001 0.00 Width Height Area UA Sum of Vertical Fenestration Area and UA 1 150.21 36.05 Vertical Fenestration Area Weighted U = UA/Area 0.24 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet"`n Feet "`n Area UA 0.0 0.00 0.0 0.00 0.0 0.00 o.0 0.00 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and U.4 I a0l 0.00 Overhead Glazing Area Weighted U = UA/Are� 0.00 Total Sum of Fenestration Area and UA (tor heating system sizing calculations) 170.2 36.05 = 0 mm- DRYSTON S T U D 1 0 WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 9' 3377 REGISTERED ARCHITECT LLIA J LES STATE OF WASHINGToONI W V Z Z WO _H >� U) Q o� CD 00 W � 0) Z Q I.L Q Q i Cn J Q Q ZW WZ 00 C2O 0 0 04 o F M W Cn W RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE REVISIONS: 02.28.23 PERMIT CORR. 03.21.23 PERMIT CORR. DECEMBER 21, 2022 PERMIT SET ENERGY CODE COMPLIANCE AOm3 n n 015 —Fln- -------------��------------�— I II II II I II II �I I P (4) n n 015 Fl d�-------�F II 001 II 012 II I II II II I u L6 L 1 LOFT DEMOLITION PLAN 2 MAIN FLOOR DEMOLITION PLAN A2.1 SCALE: 1/4" = V-0" A2.1 SCALE: 1/4" = V-0" DEMOLITION PLAN KEY NOTES 007 DEMOLISH EXISTING CABINETS, FIXTURES AND APPLIANCES, TYP 014 DEMOLISH EXISTING SLATE FLOOR TILE 001 DEMOLISH PORTION OF EXISTING WALL 008 SALVAGE EXISTING REFRIGERATOR 015 CUT EXISTING BEAM EXTENSIONS BACK FLUSH WITH ROOF, TYP 002 DEMOLISH EXISTING WINDOW 009 DEMOLISH EXISTING ENGINEERED HARDWOOD FLOORING 016 DEMOLISH EXISTING GWB ABOVE EXISTING WOOD WAINSCOT, WAINSCOT TO REMAIN AT NORTH, SOUTH, EAST WALLS 003 DEMOLISH EXISTING DOOR 010 DEMOLISH EXISTING WALLPAPER 017 DEMOLISH EXISTING WOOD FLOORING AND 1/4" ROUND, EXISTING 004 DEMOLISH EXISTING VANITY, CAP & LEAVE PLUMBING 011 DEMOLISH EXISTING STOPPED -IN GLAZING, VERTICAL 2x6 STUDS, WALL BASE TO REMAIN INFILL FRAMING, GWB AND WOOD PANELING AT WEST WALL 005 DEMOLISH EXISTING FRONT DOOR INCLUDING FRAME, STORM DOOF AND SIDELITE 012 DEMOLISH EXISTING EXTERIOR SIDING AND WEATHER BARRIER, PREPARE FOR RE -SIDING 006 DEMOLISH EXISTING LIGHT FIXTURE 013 DEMOLISH EXISTING AIR CONDITIONER -- 0 - DRYSTDNE S T U D 1 D WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 9337 REGII�TERE ARCHITECT LUA JJ CaLES STATE OF WASHINGTON W V Z Z WO _H >� o W �0) 0 zQ a a� J cn J Qo ZW Wz OD cl)O 04 O �a � W cn W Q RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE REVISIONS: 02.28.23 PERMIT CORR. 03.21.23 PERMIT CORR. DECEMBER 21, 2022 PERMIT SET DEMOLITION PLANS A2ml C 005 n n II II II II u u 1 LOFT ROOF DEMOLITION PLAN 2.2 SCALE: 1/4" = 1'-0" n II 2 ROOF DEMOLITION PLAN A2.2 SCALE: 1/4" = V-0" ROOF DEMOLITION KEY NOTES 001 DEMOLISH PORTION OF EXISTING ROOF AS SHOWN 002 DEMOLISH EXISTING STOPPED -IN GLAZING 003 DEMOLISH EXISTING ROOFING, 1" RIGID INSULATION AND WRB, EXISTING 2x DECKING TO REMAIN 004 CUT EXISTING BEAM EXTENSIONS BACK FLUSH WITH ROOFLINE, TYP n II 005 CUT EXISTING RAFTER EXTENSIONS BACK FLUSH WITH EXISTING ROOFLINE, TYP 006 DEMOLISH EXISTING ROOFING AT FUTURE OVERFRAMING II II II u u 004 -- 0 - DRYSTDNE S T U D 1 D WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 9337 REGII�TERE ARCHITECT LUA JJ CaLES STATE OF WASHINGTON Lu V Z Z w0 Lu Fm (f)00 Q oc o W �0) 0 zQ a a� J cn J Qo Z Lu w z 00 cl)O 04 0 �a F� �W cn w oc Q RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE REVISIONS: 02.28.23 PERMIT CORR. 03.21.23 PERMIT CORR. DECEMBER 21, 2022 PERMIT SET ROOF DEMO PLANS A2m2 1 LOFT FLOOR PLAN A3.1 SCALE: 1/4" = 1'-0" GENERAL NOTES ROOF VENTILATION 1 VENTILATED ROOF ASSEMBLIES SHALL PROVIDE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF VENTED SPACE 2 UNVENTED ATTIC AND RAFTER SPACES SHALL COMPLY WITH R806.5 CRAWLSPACE 1 PROVIDE 1SF CRAWLSPACE VENTILATION FOR EVERY 300SF CRAWLSPACE, SPACED TO ALLOW CROSS -VENTILATION. 2 CONFIRM EXISTING CRAWLSPACE ACCESS MIN 16"x24" 2 MAIN FLOOR PLAN A3.1 SCALE: 1/4" = V-0" FLOOR PLAN KEY NOTES 001 NEW DOOR IN EXISTING ROUGH OPENING 002 NEW LAP SIDING 003 NEW WALL 004 NEW CHANNEL SIDING 005 FURNITURE UNIT BY OWNER 006 NOT USED 007 NEW WINDOW IN EXISTING OPENING 008 REPLACE FLOORING 009 PATCH/SKIMCOAT GWB AT AND REPAINT, TYP 010 INFILL WALL AT DEMOLISHED WINDOW WALL, INSTALL NEW WINDOWS 011 REINSTALL EXISTING FRIDGE 012 SOLATUBE SKYLIGHT ABOVE 013 EXISTING SHELVING TO REMAIN 014 NEW WINDOW 015 REPLACE AIR CONDITIONER IN KIND 016 INSTALL NEW FLOORING PER SCHEDULE AND 1/4 ROUND 017 NEW WOOD WAINSCOT, MATCH EXISTING 018 MUD & TAPE ONLY AT WALL, SUBFLOOR ONLY AT FLOOR IN MUDROOM 019 FUTURE BARN DOOR BY OWNER 020 REFINISH EXISTING GWB TO MATCH TEXTURE 021 EXISTING ATTIC ACCESS TO REMAIN (ABOVE) 022 EXISTING CRAWLSPACE ACCESS TO REMAIN (BELOW) 023 EXISTING GUTTER AND DOWNSPOUT TO DRYWELL TO REMAIN, NO CHANGE 024 NEW GUTTER AND DOWNSPOUT TO SPLASHBLOCK 025 KITCHEN EXHAUST FAN MIN 100CFM, SEE SCHEDULE 026 RE-ROUTE DRYER EXHAUST AS REQ'D -- 0 - DRYSTDNE S T U D 1 0 WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 9337 REGII�TERE ARCHITECT LUA JJ CaLES STATE OF WASHINGTON Lu V Z Z w0 _H >� (f)00 Q oc o W �0) 0 zQ a a� J cn J Qo Z Lu w z 00 cl)O 04 0 �a F� �W cn w oc Q RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE REVISIONS: 02.28.23 PERMIT CORR. 03.21.23 PERMIT CORR. DECEMBER 21, 2022 PERMIT SET FLOOR PLANS A3ml 1 LOFT ROOF PLAN A3.2 SCALE: 1/4" = 1'-0" 2 MAIN FLOOR ROOF PLAN A3.2 SCALE: 1/4" = 1'-0" ROOF PLAN KEY NOTES 001 ASPHALT SHINGLE ROOF, MATCH EXISTING 002 OVERFRAMING AT EXISTING 003 ROOF INFILL AT DEMOLISHED WINDOW WALL 004 CRICKET, TYP 005 SOLATUBE SKYLIGHT 006 NOT USED 007 NOT USED 008 GUTTER TO DOWNSPOUT WITH SPLASHBLOCK 009 EXISTING GUTTER WITH DOWNSPOUT TO EXISTING DRYWELL TO REMAIN, NO CHANGE -- 0 - DRYSTDNE S T U D 1 0 WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 9337 REGII�TERE ARCHITECT LUA JJ CaLES STATE OF WASHINGTON Lu V Z Z w0 _H >� (f)00 Q oc o W �0) 0 zQ a a� J cn J <a Z Lu w z 00 cl)O 04 0 �a F� �W cn w oc Q RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE REVISIONS: 02.28.23 PERMIT CORR. 03.21.23 PERMIT CORR. DECEMBER 21, 2022 PERMIT SET ROOF PLANS A3m2 _ MAX BLDG HEIGHT 195.0' BUILDING ELEVATION NOTES 001 NEW CEMENT BOARD LAP SIDING, TYP 002 NEW WINDOW AT EXISTING OPENING T.O. RIDGE E 190.0' 003 ROOF INFILL AND NEW ROOFING 004 EXISTING DOOR TO REMAIN 001 005 NEW DOOR 007 006 NEW STAINED FIR CHANNEL SIDING, SEE OIL T.O. RIDGE E DETAIL 8/A7.1 T.O. RIDGE N 182.0' Ll 007 EXISTING WINDOW TO REMAIN o 0 00 008 NEW WINDOW AT NEW OPENING fV CV 009 NOT USED I L `4 010 REPLACE AIR CONDITIONER UNIT N 001 01 013 004 07 EGRESOJ 011 EXISTING CHIMNEY TO REMAIN 001 012 NEW GUTTER AND DOWNSPOUT T.O. SUBFLOOR T.O. SUBFLOOR 013 EXISTING GUTTER AND DOWNSPOUT EXISTING GRADE/AVERAGE GRADE 012 001 008 013 008 014 EXISTING ROOFING 170.0' NEW ADDITION 015 NEW ROOFING 1 SOUTH ELEVATION A4.1 SCALE: 1/4" = 1'-0" L 003 I - 014 08 09 008 001 - 002 — — C � 014 015 C � 05 008 o N 02 06 LLL 001 001 NEW ADDITION 2 WEST ELEVATION A4.1 SCALE: 1/4" = 1'-0" 007 014 001 010 a o �, DE]z CV 7 007 01 011 04 F::9 001 005 006 002 004 3 NORTH ELEVATION A4.1 SCALE: 1/4" = 1'-0" -- 0 — DRYSTDNE S T U D 1 0 WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 9337 REGII�TERE ARCHITECT L oa J CALES STATE OF WASHINGTON W V Z Z Lu 0 0 - W CD W �0) 0 zQ a a� J cn J Qo ZW Wz 00 c)O O cN T F M T W cn W Q RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE REVISIONS: 02.28.23 PERMIT CORR. 03.21.23 PERMIT CORR. DECEMBER 21, 2022 PERMIT SET BUILDING ELEVATIONS A4ml ^--— — — — — — — I F717 � 1 i 1"�A f 023 001 I I 2 A7.1 - �) 002 f� 1 \ \ A7.1 \ 003 C? U) w Of 9 f 1 6 008 L9 A7.1 l I 1 ' T.O. SUBFLOOR a I 0'-0" (VIF) - 4 � 006 j a I 005 - fi b 007 11 ------------------------------ ------- ---------------- 1 BUILDING SECTION A5.1 SCALE: 1/2" = 1'-0" BUILDING SECTION NOTES 008 NEW FLOOR ASSEMBLY PER SCHEDULE 016 INSULATE EXISTING STUD CAVITIES AND INSTALL NEW GWB 1'-0" 017 - (VIF) 001 OVERFRAME NEW GABLE ROOF AT KITCHEN ADDITION 009 NEW ROOF ASSEMBLY PER SCHEDULE 017 DEMOLISH EXISTING ROOFING, 1" RIGID INSUL & WRB, INFILL 2x 022 DECKING WHERE REQUIRED, INSTALL NEW WRB AND ROOFING, 1'-0" 002 NEW BEAM 010 NEW WINDOW PER SCHEDULE INSULATE RAFTER BAYS AND INSTALL GWB 022 'J 003 LINE OF FORMER KITCHEN EXTERIOR WALL 011 EXISTING CONCRETE PATIO 018 EXISTING ASSEMBLY 004 NEW WALL ASSEMBLY PER SCHEDULE 012 SCAB ON NEW RAFTERS TO CREATE EAVES WHERE REQUIRED 019 FRAMED CRICKET 012 � 013 005 NEW FOUNDATION PER STRUCTURAL 013 NEW WINDOW PER SCHEDULE 020 EXISTING WALL, INFILL FORMER WINDOW WHERE REQ'D 00 013 016 Lo 006 CRAWLSPACE 014 INFILL WALL FRAMING WITH INSULATION AND GWB 021 NEW WALL PER PLAN 018 00 007 EXISTING FLOOR ASSEMBLY 015 NEW FLOORING PER SCHEDULE 022 CUT EXISTING RAFTER EXTENSIONS BACK FLUSH WITH ROOF M co -1 B - 014 � R-1 Q 015 i : \ 8 T.O. E SUBFLOOR \ 9'-9" (E, VIF) , w 2'-6 CH ( f o w / N �'' 018 3 — q AT `V T.O. E PLATE OgL T.O. PLATE ' T-5" (VIF) 7' 8-1/2" (E, VIF) 2 I A7.1 I I cv M 10 A7.1 020 Ln 6 f N ti 021 A7.1 004 �1 ------------- T.O. SUBFLOOR OgL T.O. E SUBFLOOR OgL�� 0'-0" (E, VIF) LL w I ao All - b A7.1 SIM I ° IIIIIIIIII 2 BUILDING SECTION 3 BUILDING SECTION A5.1 SCALE: 1/2" = 1'-0" A5.1 SCALE: 1/2" = V-0" DRYSTONE S T U D 1 D WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 9337 REGII�TERE ARCHITECT LUA JJ CaLES STATE OF WASHINGTON W V z z ui 0 0LU o W �� 0 zQ a a� J cn J Qo zW Wz OD �o 04 Cl O 04 � Cl � W cn W Q RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE REVISIONS: 02.28.23 PERMIT CORR. 03.21.23 PERMIT CORR. DECEMBER 21, 2022 PERMIT SET BUILDING SECTIONS ROOF ASSEMBLY PER------------ SCHEDULE PER PLAN PAINTED CEMENT - - PAINTED CEMENT BOARD LAP SIDING BOARD LAP SIDING R38 CLOSED CELL SPRAY- - -STAINLESS STEEL I I FOAM INSULATION DRIP EDGE WEATHER BARRIER - I WEATHER BARRIER - PAINTED WOOD TRIM - 5/4 PAINTED WOOD FASCIA FLEXIBLE FLASHING - -- 1/2" GWB FLEXIBLE FLASHING - 1/2" GWB PER�PLA ,. -" UNDERLAYMENT METAL FLASHING - METAL FLASHING I I PAINTED BEADBOAR 1 OR SIMILAR AT EXPOSE PAINTED WOOD TRIM I PAINTED WOOD TRIM I I EAVES -'''---"""--' CAI I I N I I FLASHING- -- ---- ----- ---- ---------------------------------- 5/4 PAINTED -- WOOD FASCIA -''-- GUTTER 1 - - � � - SEALANT SEALANT 1 1 1 � I WINDOW 0 - WINDOW 1 1 1 1 PER PER ; PAINTED BEADBOARD--_ SCHEDULE SCHEDULE ; ; OR SIMILAR AT 1 EXPOSED EAVE 1 PAINTED WOOD TRIM — VAPOR BARRIER ; ; 1 1 WALL PER 1 WALL ASSEMBLY PER 1 SCHEDULE 1 WINDOW HEAD DETAIL 2 WINDOW HEAD DETAIL 3 EAVE DETAIL 4 RAKE DETAIL 7. SCALE: 6" = 1'-0" A7.1 SCALE: 6" = 1'-0" A7 1 SCALE: 3" = V-0" A7.1 SCALE: 3" = V-0" --OPERATOR OPERATOR WINDOW PER WHERE WINDOW PER WHERE SCHEDULE OCCURS SCHEDULE OCCURS --SEALANT 0 SEALANT ;---HARDI-LAP SIDING W/ 4" EXPOSURE PAINTED - PAINTED SEALANT WOOD SILL SEALANT WOOD SILL 1 1 1 1 I I I I N II _ N � N I CV I I I I 1 1 1 1 1 1 I I I I I I II N II II PAINTED WOOD TRIM 11 II PAINTED WOOD TRIM I I I 1 1 II FLEXIBLE FLASHING,- - �I PAINTED II FLEXIBLE FLASHING,-- �I PAINTED LAP OVER NAILING WOOD LAP OVER NAILING WOOD CLEAR STAINED FIR CHANNEL SIDING, FLANGE AND I STOOL FLANGE AND STOOL 3-1/2" EXPOSURE W/ 1/2" REVEAL WEATHER BARRIER I WEATHER BARRIER I VERTICAL CLEAR STAINED 1xl FIR AT INSIDE —1 /2" GWB I -112" GWB CORNERS OR TRANSITIONS IN PLANE WEATHER BARRIER -- I WEATHER BARRIER I I PAINTED CEMENT - -___ I PAINTED CEMENT BOARD LAP SIDING BOARD LAP SIDING 5 WINDOW SILL DETAIL 6 WINDOW SILL DETAIL s SIDING DETAIL • SCALE: 6" = 1'-0" A7.1 SCALE: 6" = 1'-0" A7.1 SCALE: 3" = 1'-0" I VERIFY WALL WALL ASSEMBLY PER PLAN PAINTED CEMENT -- PAINTED CEMENT - I AND FLOOR BOARD LAP SIDING I BOARD LAP SIDING I FINISH WEATHER BARRIER -- I WEATHER BARRIER -- I --FLOOR z PT SILL PLATE SHEATHING FLEXIBLE FLASHING - �� 1/2 GWB FLEXIBLE FLASHING - 1/2" GWB 11J w < SILL SEAL/CAPILLARY PER STR'L METAL FLASHING 1 I w BREAK coo --- --°- , —FLOOR PAINTED WOOD TRIM PAINTED WOOD TRIM I u SLOPE GRADE AWAY o FRAMING PER C.1 I I CAI 1 1 Q z FROM BUILDING w Q a STR'L W/ R30 BATT a INSULATION o CONCRETE ------------ 00 FOUNDATION PER STR'L SEALANT -- SEALANT -PT LEDGER a :---------------,-6 PER STR'L -- -WINDOW 0 WINDO w ` ° MIL BLACK PER PER e ' POLYETHYLENE SCHEDULE SCHEDULE ° ° a a �� MOISTURE SILL - SILL ° ° L-------------- BARRIER W/ 12" BELOW BELOW FLUID -APPLIED-- LAPPED SEAMS ELASTOMERIC WATERPROOF MEMBRANE s WINDOW JAMB DETAIL 10 WINDOW JAMB DETAIL 11 FOUNDATION DETAIL A7.1 SCALE: 6" = V-0" A7.1 SCALE: 6" = V-0" A7.1 SCALE: 1-1 /2" = V-0" DRYSTONE S T U D 1 D WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 93377 REGISTERED ARCHITECT L oa J CQLES STATE OF WASHINGTON W V Z z WO 0Lu (n 00 o� o Z Q I.L Q Q i cn J Qo Z Lu w z OD �o O cN T F M TLU cn Lu Q RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE REVISIONS: 02.28.23 PERMIT CORR. 03.21.23 PERMIT CORR. DECEMBER 21, 2022 PERMIT SET DETAILS A7ml - - DOME LIGHT TRACKER-- - - SHOCK INNER DOME (OPTIONAL) REFLECTOR 1'4" O . DOME RING DETAIL A O LOCATE ALL FASTENERS DOME RING SEAL ---- - WITHIN" OF THE EDGE OF THE O FLASHING SPACER 2 1 /2 [6 a FLASHING FASTENER - TUBE CLIP ROOF RAFTER- --- DETAIL B - DOME EDGE PROTECTION BAND TOP TUBE ANGLE ; ADAPTER 0-30 ( LEAK BARRIER 016 3/4 [422] `--------- O DETAIL A EXPANSION JOINT OPENING CUT SHINGLES TO FIT AROUND SEAL FLASHING TO LEAVE Aj" CHANNEL EXTENSION TUBE --- LEAD JACK OR PRE -FLASHED PLUMBING VENT FLASHING - -- --- FLASHING BOTTOM TUBE ANGLE �--------------TUBE SCREW ADAPTER 0-30 CEILING JOIST -- SEALANT DETAIL C� - ROOFING MATERIAL �'�---- ---`� s NOTES: i 1.) INSTALL 24" WEATHER' ®O STORMGUARD®LEAK BARRIER TARGET SHEET. CEILING 2.) DO NOT FACE NAIL E PL MB G VENT FLASHING. 1'-213/16" ------_% V-73/16" 3 PIPE PENETRATION DETAIL FASTENER A7.2 NOT TO SCALE DETAIL B ASPHALT SHINGLE ROOFING ------- EXISTING RIDGE -- ; LAP ROOFING MEMBRANE 6" O/ ---- VALLEY FLASHING FASTENER-- ® ! ---ROOFING UNDERLAYMENT, VALLEY FLASHING- -CEILING RING EXTEND 6" OVER VALLEY !! FASTENING CLAMP FLASHING EPDM ROOFING- � r _ - VALLEY FLASHING, EXTEND ' ' FRAMED CRICKET ♦ ♦- -- EFFECT LENS '\' 12" FROM VALLEY I - �♦ ®--°Po.°.-s -FRAMED CRICKET, MIN DRESS RING l SLOPE 1/4":12" W/ EPDM ` -♦-- 2 - ROOFING SOLATUBE 290 DS (14 I N / 350 MM) TOP VIEW ' � .---- - -- --------------- --------------------------- ''''''''' PITCHED SELF -FLASHING HARD CEILING W /TIER DROP - ---- -- - --------------� - ,,, NOTES: CEILING _ DETAIL 1. STRUCTURAL ELEMENTS (PLYWOOD, RAFTERS, DRYWALL ETC. BY OTHERS & SHOWN FOR REFERENCE ONLY. TEMPERED GLASS TRIM RINGS 2. ALL TUBE JOINTS & SEAMS TAPED WITH 2" FOIL TAPE (NOT SHOWN). - TEMPERED GLASS LENS 3. DIMENSIONS IN BRACKETS ARE METRIC UNLESS OTHERWISE SPECIFIED. GUTTER - -LENS FASTENER 4. 6" MIN CLEARANCE SHOULD BE MAINTAINED FROM ALL SOLATUBE COMPONENTS AND OTHER PLENUM COMPONENTS. 5 SOLATUBE DETAILS 6 SOLATUBE DETAILS 7 CRICKET DETAIL r8 CRICKET DETAIL • SCALE: 1" = 1'-0" A7.2 SCALE: 6" = V-0" A7.2 NOT TO SCALE A7.2 SCALE: 3" = V-0" 3/4" 3/4" 314" v WALL BASE WALL BASE 12 WALL BASE DETAILS A7.2 SCALE: 3" = V-0" -- 0 - DRYSTDNE S T U D 1 D WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 43377 REGISTERED ARCHITECT LLOA i CaLES STATE OF WASHIINGTON W V Z Z Lu 0 _H >� o 00 W � � Z Q I.L Q Q J cn J ao ZW Wz 00 cl)O p �o F E W cn W Q RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE REVISIONS: 02.28.23 PERMIT CORR. 03.21.23 PERMIT CORR. DECEMBER 21, 2022 PERMIT SET DETAILS A7m2 r-------------------------- I I I I I I I II I II I I I I I I I I I I I I I I I I I I I I I F_ -1 I I I I I I I I I Ll - *SF-2 004 Ll SF-3 009 008 SF-2 0011 002 I I I I 004 o 1 3 — — — — — I I SF-1 SF-1 DZ 005I 003 I I I I I I @ RC-2 010 ' -- PF 1 PF-1 PF-1 005 SF-1 ° RC-1 006 i ° RC-1 - 3 U- 007 C-1 011 ° RC-1 ° RC- ° 1 ° RC-1 1 004 I 1 LOFT REFLECTED CEILING PLAN 2 MAIN FLOOR REFLECTED CEILING PLAN A8.1 SCALE: 1/4" = 1'-0" A8.1 SCALE: 1/4" = 1'-0" REFLECTED CEILING PLANS KEY NOTES 006 SOLATUBE SKYLIGHT 001 EXISTING TRACK TO REMAIN, REPLACE HEADS 007 EXPOSED BEAM 002 DEMOLISH EXISTING LIGHT FIXTURES AT EAST 008 RELOCATE AND REPLACE FIXTURE WALL 009 REPLACE FIXTURE, VERIFY LOCATION AND 003 RECONFIGURE ELECTRICAL RECEPTACLES, CIRCUITING IN FIELD COORDINATE WITH OWNER 010 LAUNDRY FAN, MIN 50CFM. RE-ROUTE EXISTING 004 REFINISH EXISTING GWB CEILING DRYER VENT AS REQUIRED TO EXTERIOR 005 DEMOLISH FIXTURE, BOX TO REMAIN, 011 EXHAUST FAN AT MICROWAVE, MIN 100CFM RE -CIRCUIT AND REPLACE FIXTURE -- 0 - DRYSTDNE S T U D 1 D WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 9337 REGIISTERE ARCHITECT LUA JJ CaLES STATE OF WASHINGTON W V Z Z WLU o 00 W � � 0 Z Q Q Q i cn J Qo ZW Wz OD cl)O O 04 04Cl F E W cn W RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE REVISIONS: 02.28.23 PERMIT CORR. 03.21.23 PERMIT CORR. DECEMBER 21, 2022 PERMIT SET REFLECTED CEILING PLANS A8ml 01 01 01 GWB 7.01 GWB P-1 P-1 02 P-1 j F Ll AL \ / 00 ILL. LL/ > > \ o r- 03 OPEN TO DINING ROOM C / co 03 ti �0 DI I II I 1 KITCHEN - NORTH 2 KITCHEN - EAST 3 KITCHEN - SOUTH • SCALE: 3/8" = 1'-0" A9.1 SCALE: 3/8" = 1'-0" A91 SCALE: 3/8" = V-0" INTERIOR ELEVATION NOTES 01 01 EXPOSED BEAM GWB P-1 02 PENDANT LIGHT FIXTURE, TYP / 03 BACKSPLASH: 4" HIGH, SAME MATERIAL AS COUNTERTOP NOTE: CABINET ELEVATIONS ARE FOR REFERENCE ONLY, REFER TO SHOP DRAWINGS 4 KITCHEN -WEST A9.1 SCALE: 3/8" = 1'-0" DRYSTONE S T U D 1 0 WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 9337 REGMTERE ARCH IIT'CT LUA JJ CaLES STATE OF WASHINCToON W V Z Z wLu o W �00 0 zQ a a� i cn J Qo ZW wz OD cl)O O T� F � T w cn W Q RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE REVISIONS: 02.28.23 PERMIT CORR. 03.21.23 PERMIT CORR. DECEMBER 21, 2022 PERMIT SET INTERIOR ELEVATIONS A9ml WINDOW SCHEDULE OPENING WINDOW SIZE NFRC DETAIL NOTES MARK I ROOM NAME U-VALUE TYPE MATERIAL FINISH HEAD JAMB SILL MAIN FLOOR 01 KITCHEN 4'-5" x 5'-0" 0.24 A VINYL NA 2/A7.1 6/A7.1 10/A7.1 02 KITCHEN 2'-6" x T-0" 0.24 B VINYL NA 2/A7.1 6/A7.1 10/A7.1 03 NOT USED 04 LIVING ROOM 8'-0" x 4'-10" 0.24 C VINYL NA 1/A7.1 5/A7.1 9/A7.1 INTEGRAL BLINDS WITHIN GLAZING PANES 05 GARAGE 6-0" x T-0" 0.24 D VINYL NA 1/A7.1 5/A7.1 9/A7.1 06 OFFICE 3'-0" x 3'-6" 0.24 E VINYL NA 1/A7.1 5/A7.1 9/A7.1 07 OFFICE T-10" x 3'-6" 0.24 G VINYL I NA 11/A7.1 5/A7.1 9/A7.1 IEGRESS LOFT 08 LOFT T-10" x 2'4' 0.24 F VINYL NA 1/A7.1 5/A7.1 9/A7.1 09 LOFT T-10" x 2'4' 0.24 F VINYL NA 1/A7.1 5/A7.1 9/A7.1 10 LOFT T-10" x 3'-6" 0.24 G VINYL NA 1/A7.1 5/A7.1 9/A7.1 11 LOFT T-10" x 3'-6" 0.24 G VINYL NA 1/A7.1 5/A7.1 9/A7.1 DOOR SCHEDULE OPENING DOOR MARK I ROOM NAME SIZE W x H x T MAIN FLOOR FRAME TYPE I MATERIAL IRATING IFINISH MAT NFRC DETAIL FIN U-VALUE HEAD JAMB I SILL HDWR I NOTES 01 ENTRY T-0" x 6'-8" A WD N/A TBD WD - EXEMPT (R402.3.1-5) - - - HW-1 02 GARAGE 2'-8" x 6'-8" B STEEL 20 MIN PT WD - 0.30 HW-2 SELF -CLOSING DEVICE WINDOW AND DOOR SCHEDULE NOTES 1) ALL WINDOW AND DOOR MARKS CORRESPOND TO SIMILAR MARKS ON FLOOR PLANS AND ELEVATIONS. 2) EACH MARK CORRESPONDS TO ONE WINDOW ONLY, U.N.O. 3) CASEMENT WINDOWS USED FOR EGRESS MUST BE ABLE TO OPEN 90° AND WHEN FULLY OPEN MUST NOT REDUCE THE REQUIRED CLEAR OPENING WIDTH 4) ROUGH OPENING SIZES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ORDERING DOORS OR WINDOWS 5) SAFETY GLAZING SHALL BE PROVIDED ON ALL GLASS DOORS AND ON WINDOWS WITH A SILL LOWER THAN 18" A.F.F. 6) FENESTRATION U-FACTORS SHALL BE LISTED & NFRC CERTIFIED IN ACCORDANCE WITH NFRC 100 7) WINDOWS WITH SILLS BELOW 24" ABOVE FLOOR AND GREATER THAN 72" FROM GRADE SHALL BE LIMITED TO 4" OPENING OR EQUIPPED WITH OPENING CONTROL OR FALL PROTECTION HARDWARE SCHEDULE MARK GENERIC DESCRIPTION MANUFACTURER PRODUCT NOTES HW-1 EXTERIOR DOOR TBD TBD HW-2 INTERIOR DOOR - GARAGE TBD TBD FINISH SCHEDULE RM. ROOM NAME FLOOR WALL CEILING NOTES MATERIAL FINISH BASE NORTH EAST SOUTH WEST HEIGHT MATERIAL FINISH MATERIAL I FINISH MATERIAL I FINISH MATERIAL I FINISH MATERIAL I FINISH MAIN FLOOR 001 KITCHEN HDWD-1 TBD WD-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 VARIES GWB PT-2 002 LAUNDRY HDWD-1 TBD WD-1 GWB (E) PT-1 GWB (E) PT-1 GWB (E) PT-1 GWB PT-1 7'-7" GWB (E) PT-2 003 DINING HDWD-1 TBD WD-1 GWB (E) PT-1 GWB (E) PT-1 GWB (E) PT-1 GWB (E) PT-1 T-7" GWB (E) PT-2 REMOVE WALLPAPER 004 FAMILY ROOM (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) 005 MUDROOM NONE NONE INONE GWB NONE GWB NONE GWB NONE JGWB NONE T-7" GWB NONE I MUD/TAPE ONLY, OWNER TO FIN I%( 006 GARAGE (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) 007 OFFICE (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) PT-2 008 BEDROOM (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) 009 BATHROOM (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) 010 BATHROOM (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) 011 BEDROOM (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) 012 LIVING (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) 013 HALL HDWD-1 TBD WD-1 GWB (E) PT-1 GWB (E) PT-1 GWB (E) PT-1 GWB PT-1 7'-7" GWB (E) PT-2 014 ENTRY I HDWD-1 TBD I WD-1 I GWB (E) PT-1 GWB (E) I PT-1 I GWB (E) PT-1 GWB I PT-1 7'-7" GWB (E) I PT-2 LOFT 201 1 LOFT HDWD-2 I TBD I WD-1 I GWB I PT-1 I GWB I PT-1 I GWB PT-1 I GWB I PT-1 I VARIES I GWB I PT-2 RO-1 ROOFING TBD TBD TBD ASPHALT SHINGLE, MATCH EXISTING SI-1 SIDING HARDI-PLANK LAP SIDING, REVEAL, TEXTURE TBD, PAINTED METAL TRIM @ CORNERS EQUIPMENT SCHEDULE MARK GENERIC DESCRIPTION MANUFACTURER PRODUCT NOTES W/D WASHER/DRYER N/A N/A REINSTALL EXISTING RA-1 RANGE FRIGIDAIRE FGIH3047VF 30" SLIDE -IN INDUCTION RANGE, FURNISHED BY OWNER, INSTALLED BY VENDOR REF-1 REFRIGERATOR - - REINSTALL EXISTING DW-1 DISHWASHER BOSCH SHXM4AY55N 24", FURNISHED BY OWNER, INSTALLED BY VENDOR MW-1 MICROWAVE WHIRLPOOL WMH53521HZ 30" OVER RANGE, EXHAUST FAN, FURNISHED BY OWNER, INSTALLED BY CONTRACTOR DS-1 DISPOSAL MOEN TBD CONTINUOUS FEED, FURNISHED BY OWNER, INSTALLED BY CONTRACTOR Ar_1 AlD rnNInlTInNICD TDn TDn C?CDI ArC CYICTINI('- I MIT IM LIINIn DOOR TYPES 3 -0 � 21-811 A B WD/GL STEEL EXTERIOR GARAGE 20 MIN = 0 mm� , , W WALL ASSEMBLIES 7 3/4" - --LAP SIDING WRB ---1/2" PLY SHEATHING -2x6 STUD FRAMING @ 16" OC -R21 BATT INSULATION VAPOR BARRIER 1/2" GWB NOTE: VERIFY INTERIOR FINISH WINDOW TYPES 4'-5" co O 0 M " 3'-10 8'-0" - 3'-10" I. 'ce) C-4 l�Jrl Im II CV Ln 0 CV - A � B C D E F T G VINYL VINYL VINYL VINYL VINYL VINYL VINYL FIXED CASEMENT FIXED SLIDER SLIDER SLIDER SLIDER U=0.24 U=0.24 U=0.24 U=0.24 U=0.24 U=0.24 U=0.24 5 3/4" LAP SIDING x -WRB -PLY SHEATHING PER STR'L (E) 2x4 STUD FRAMING (E) INSULATION `�(E) VAPOR BARRIER (E) 1/2" GWB NOTE: VERIFY INTERIOR FINISH EA EXTERIOR WALL W1-B EXTERIOR WALL ROOF ASSEMBLIES ---ASPHALT SHINGLE ----ASPHALT SHINGLE ROOFING ROOFING WRB --WRB 00, 1/2" PLY SHEATHING ---(E) 2x DECKING --ROOF FRAMING --(E) ROOF FRAMING, PER STR'L FILL CAVITY W/ -R38 CLOSED CELL CLOSED CELL SPRAY FOAM SPRAY FOAM INSULATION INSULATION -1/2" GWB 8PITCHED ROOF -1/2" GWB R 2 PITCHED ROOF 4 1/2" ==--1 /2" GWB --2x4 STUD FRAMING @ 16" OC NOTE: VERIFY INTERIOR FINISH W-2A INTERIOR PARTITION FLOOR ASSEMBLIES -FINISH FLOOR PER SCHEDULE 3/4" PLY - SUBFLOOR �Y_2x10 @ - 16" OC `R30 BATT INSULATION 8 FRAMED FLOOR FIXTURE SCHEDULE MARK I GENERIC DESCRIPTION I MANUFACTURER IPRODUCT INOTES PLUMBING -1 SINK TBD STAINLESS STEEL, DOUBLE BOWL, DISPOSAL FAUCET TBD H LIGHTING RC-1 RECESSED CAN TBD RC-2 RECESSED CAN TBD PF-1 PENDANT LIGHT FIXTURE TBD SF-1 SURFACE -MOUNT FIXTURE TBD SF-2 SURFACE -MOUNT FIXTURE TBD SF-3 SURFACE -MOUNT FIXTURE TBD UC-1 UNDERCABINET LIGHT TBD FINISH LEGEND NOTE: ALL NEW GWB FINISH TO MATCH TEXTURE AT EXISTING MAIN FLOOR MARK I GENERIC DESCRIPTION MANUFACTURER IPRODUCT I SIZE / TYPE I NOTES PAINT AND COATING P-1 PAINT TBD TBD SATIN FINISH WALL PAINT P-2 PAINT TBD TBD MATTE FINISH CEILING PAINT P-3 PAINT TBD TBD SEMI -GLOSS FINISH TRIM PAINT P-4 PAINT TBD TBD TBD EXTERIOR SIDING PAINT P-5 PAINT TBD TBD TBD EXTERIOR TRIM PAINT P-6 PAINT TBD TBD TBD INTEROR ACCENT PAINT SOLID SURFACE CTR-1 TCULTURED STONE TBD TBD TBD KITCHEN COUNTERTOP AND BACKSPLASH FLOORING HDWD-1 RED OAK NA TBD TBD SATIN FINISH, SELECT OR BETTER OR COMMON GRADE 1 PENDING SOURCE/CO HDWD-2 ENGINEERED HARDWOOD TBD TBD TBD WOOD WD-1 CASING AND TRIM NA POPLAR OR MDF NOMINAL 1x MATERIAL EXTERIOR RO-1 ROOFING TBD TBD TBD ASPHALT SHINGLE, MATCH EXISTING Ski SIDING HARDI-PLANK LAP SIDING, REVEAL, TEXTURE TBD, PAINTED METAL TRIM @ CORNERS DRYSTONE S T U D I O WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 9'3377 REGISTERED aG3CHOTC�CC� LLOQ J �qLES STATE OF WaSHoNGTo W V Z Z w0 (f Q oc o W �� Z Q Q Q J ao ZW wz OD �o O � � W cn W DC Q RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE REVISIONS: 02.28.23 PERMIT CORR. 03.21.23 PERMIT CORR. DECEMBER 21, 2022 PERMIT SET SCHEDULES 100011 GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) 15. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND WALLS, AREAS SHOWING WATER STAINS, AND ALL WOOD MEMBERS IN BASEMENT AND CRAWL SPACES. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER. 16. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL BRING ALL CONFLICTS AND DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. CRITERIA 1. ALL MATERIALS WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2018 INTERNATIONAL BUILDING CODE (IBC) INCLUDING WASHINGTON STATE MODIFICATIONS. 2. DESIGN LOADING CRITERIA SNOW LOAD FLOOR LIVE LOAD (RESIDENTIAL) WIND (MAIN WIND FORCE RESISTING SYSTEM) ALLOWABLE STRESS DESIGN WIND SPEED = 75 MPH EARTHQUAKE (EQUIVALENT LATERAL FORCE PROCEDURE) GROUND SNOW LOAD, Pf = 25 PSF 40 PSF BASIC WIND SPEED = 97 MPH IMPORTANCE FACTOR, Iw= 1.0 RISK CATEGORY = II TOPOGRAPHIC FACTOR, K t = 1.0 EXPOSURE CATEGORY = 6 INTERNAL PRESSURE COEFFICIENT, (GC pi)= 0.18/-0.18 Ss= 1.314 Sds = 1.051 S1= 0.488 S = NULL IIPORTANCE FACTOR, le= 1.0 SITE CLASS D SEISMIC DESIGN CATEGORY= D RISK CATEGORY = II R = 6.5 FOR WOOD STRUCTURAL PANEL SHEAR WALLS OVER STRENGTH FACTOR, Do = 3.0 DEFLECTION AMPLIFICATION FACTOR, Cd = 4.0 REDUNDANCY FACTOR = 1.0 SEISMIC RESPONSE COEFFICIENT, Cs = 0.162 SEISMIC BASE SHEAR = 0.86 KIPS (ADDITION ONLY) 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED FOR REFERENCE ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. SUBMITTAL REVIEW PERIOD: SUBMITTALS SHALL BE MADE IN TIME TO ALLOW MINIMUM OF TWO WEEKS FOR REVIEW BY THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. 10. GENERAL CONTRACTOR'S PRIOR REVIEW OF SUBMITTALS: PRIOR TO SUBMISSION TO THE ARCHITECT/ENGINEER THE CONTRACTOR SHALL REVIEW THE SUBMITTAL FOR COMPLETENESS. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER AND THEREFORE MUST BE VERIFIED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY DIMENSIONAL INFORMATION REQUESTED BY THE DETAILER AND SHALL PROVIDE THE GENERAL CONTRACTOR'S REVIEW STAMP AND SIGNATURE PRIOR TO FORWARDING THE SUBMITTAL TO THE ARCHITECT/ENGINEER. 11. SHOP DRAWINGS FOR: A. REINFORCING STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. CONTRACTOR SHALL ALSO SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT AS REQUIRED. 12. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE, MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL, THERETO. SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. POST INSTALLED ANCHORS: PERIODIC SPECIAL INSPECTION IN ACCORDANCE WITH THE PRODUCTS APPROVED ICC-ES REPORT. GEOTECHNICAL 13. FOUNDATION NOTES: ALLOWABLE BEARING PRESSURE AND COEFFICIENT OF FRICTION HAVE BEEN ASSUMED PER IBC TABLE 1806.2. LATERAL EARTH PRESSURES HAVE BEEN ASSUMED PER IBC TABLE 1610.1. IT HAS BEEN ASSUMED THAT EXISTING SOILS ARE A COMBINATION OF SAND, SILTY SAND, AND POORLY GRADED SAND-SILT/SAND GRAVEL MIXES. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE, UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 2,000 PSF LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 60 PCF/45 PCF LATERAL EARTH PRESSURE (SEISMIC) 8H (ULTIMATE LOAD) PASSIVE EARTH PRESSURE (INCLUDES FACTOR OF SAFETY = 1.5) 150 PCF COEFFICIENT OF FRICTION (INCLUDES FACTOR OF SAFETY = 1.5) 0.25 RENOVATION 14. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED, AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. a. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. OVERCUTTING AT CORNERS SHALL NOT BE PERMITTED. b. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. d. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, THREADED BARS INTO THREADED EXPANSION INSERTS IN EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. CONCRETE 17. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH ACI 318-14 AND ACI 301-16. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH (f'c) OF 3500 PSI BASED ON EXPOSURE CLASS F1, SHALL CONTAIN NO LESS THAN 5-1/2 SACKS OF CEMENT, HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.45, MAXIMUM AGGREGATE OF 3/4-INCH, AND A SLUMP OF 5 INCHES OR LESS. CONCRETE HAS BEEN DESIGNED BASED ON A CONCRETE STRENGTH (f'c) OF 2500 PSI PER INTERNATIONAL BUILDING CODE SECTION 1705.3 EXCEPTION 2.3 TO AVOID SPECIAL INSPECTIONS AND MATERIAL TESTING. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494M, AND C618. UNLESS OTHERWISE NOTED THE TOTAL AIR CONTENT SHALL BE 5%. AIR CONTENT SHALL BE SAMPLED IN ACCORDANCE WITH ASTM C172 AND AIR CONTENT MEASURED IN ACCORDANCE WITH ASTM C231 OR C173. 18. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENTS S1), GRADE 60, Fy = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 19. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI SP-66-04 AND ACI 318-14 CHAPTER 25. LAP ALL REINFORCEMENTS AS FOLLOWS: BAR SIZE MINIMUM LAP LENGTH #3 24-INCHES #4 31-INCHES #5 39-INCHES MINIMUM HOOK EMBEDMENT 6-INCHES 8-INCHES 11-INCHES PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. FIELD BENDING OF GRADE 60 REINFORCEMENT SHALL NOT BE ALLOWED. 20. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" ALL OTHER CASES 1-1/2" 21. SLABS -ON -GRADE: UNLESS NOTED OTHERWISE SHALL BE 4" CONCRETE, REINFORCED WITH 6X6 W1.4XW1.4 WELDED WIRE FABRIC CENTERED IN SLAB. UNLESS OTHERWISE DIRECTED BY SOILS REPORT PROVIDE MINIMUM 10 MIL VAPOR BARRIER OVER 4" OF COMPACTED SAND OR GRAVEL. 22. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. TOLERANCES FOR ALL STRUCTURAL CONCRETE AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 117-10 AND ACI 117AR-14. 23. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). POST INSTALLED ANCHORS 24. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REINFORCEMENT. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND ICC-ES REPORT. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER -OF -RECORD ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE INTERNATIONAL BUILDING CODE. SUBSTITUTIONS SHALL HAVE CURRENT ICC-ES APPROVAL. A. CONCRETE ANCHORS 1. MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193. PRE -APPROVED MECHANICAL ANCHORS INCLUDE: a. SIMPSON STRONG -TIE 'TITEN-HD" (ICC-ES ESR-2713) 2. ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: a. SIMPSON STRONG -TIE 'SET-3G" (ICC-ES ESR-4057) b. SIMPSON STRONG -TIE "AT-XP" (IAPMO UES ER-263) WOOD 25. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS. JOISTS: HEM -FIR NO. 2 (2X, 3X, AND 4X MEMBERS) BEAM AND STRINGERS: (4 X AND LARGER MEMBERS) POSTS AND TIMBERS: (6 X AND LARGER MEMBERS) STUDS PLATES & MISCELLANEOUS LIGHT FRAMING MINIMUM BASE VALUE, Fb = 850 PSI DOUGLAS FIR LARCH N0. 1 MINIMUM BASIC DESIGN STRESS, Fb = 1,350 PSI DOUGLAS FIR LARCH NO. 1 MINIMUM BASIC DESIGN STRESS, Fb = 1,200 PSI, FC = 1,000 PSI DOUGLAS FIR LARCH OR HEM-FIR'NO. 2, 26. LAMINATED STRAND LUMBER (LSL�. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, PRODUCT DESIGNATION OR TYPE, THE PRODUCTION DATE, SPECIES OR SPECIES GROUP DESIGNATION, AND THE QUALITY CONTROL AGENCY. MEMBERS SHALL BE GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. STRUCTURAL CAPACITIES SHALL BE ESTABLISHED IN ACCORDANCE WITH ASTM D5456 AND PRODUCT SHALL HAVE AN APPROVED ICC-ES EVALUATION REPORT. MEMBERS SHALL BE TRANSPORTED AND STORED PER MANUFACTURERS RECOMMENDATIONS AND SHALL NOT BE EXPOSED TO PROLONGED MOISTURE. MINIMUM REQUIRED DESIGN PROPERTIES: Fb = 2325 PSI, Fv = 310 PSI, E = 1,550,000 PSI, LSL RIM JOISTS SHALL CONFORM TO ANSI/APA PRR 410 AND SHALL BE MARKED IN ACCORDANCE WITH THE STANDARD. DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY WEYERHAEUSER. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. 27. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1-09 OR PS 2-18 AND AMERICAN PLYWOOD ASSOCIATION PERFORMANCE STANDARD PRP-108. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. EACH PANEL SHALL BE IDENTIFIED FOR GRADE AND GLUE TYPE BY THE TRADEMARKS OF AN APPROVED TESTING AND GRADING AGENCY. DRYSTONE S T U D 1 0 WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 vANc� WA `�SIDNAL � 12-22-22 W V Z Z WLU _ O O Q 00 W 0 z °' Q Q Q i cn J Qo ZW Wz O0 c)0 p CN FMM W cn W RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE REVISIONS: DECEMBER 21, 2022 PERMIT SET STRUCTURAL NOTES Simi 28. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE —TREATED WITH AN APPROVED PRESERVATIVE, PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC. AND CONCRETE OR MASONRY. PRESSURE TREATED LUMBER SHALL COMPLY WITH THE AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) STANDARD U1, COMMODITY SPECIFICATION A AS INDICATED BELOW OR HAVE EQUIVALENT ICC—ES APPROVAL. UNLESS OTHERWISE NOTED ON THE PLANS, APA RATED ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND ATTACHED WITH 10d NAILS ©6" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE —AND —GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS @ 12" O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND FASTEN SHEATHING TO FRAMING/BLOCKING AS SPECIFIED. PROPOSED USE AWPA USE CATEGORY RESIDENTIAL DECKS DECKING 3B JOISTS ABOVE GROUND 3B JOISTS IN CONTACT WITH GROUND 4A POSTS 4A RAILING 3B LEDGERS 3B SAWN LUMBER ABOVE GROUND 3B GROUND CONTACT 4A PLYWOOD DAMP ABOVE GROUND 2 EXTERIOR ABOVE GROUND 3B GROUND CONTACT 4A POLES ROUND 4B SAWN 3B FENCING PICKETS, SLATS, AND TRIM 3B SAWN POSTS 4A ROUND POSTS 4A RAILS 3B SILL PLATES IN CONTACT WITH CONCRETE OR MASONRY 2 INTERIOR LEDGERS IN CONTACT WITH CONCRETE OR MASONRY 2 ALL TREATED LUMBER SHALL BEAR THE QUALITY MARK OF AN ACCREDITED INSPECTION AGENCY. THE QUALITY MARK SHALL INCLUDE: A. IDENTIFICATION OF TREATING MANUFACTURER B. TYPE OF PRESERVATIVE USED C. MINIMUM PRESERVATIVE RETENTION (PCF) D. END USE FOR WHICH THE PRODUCT IS TREATED E. IDENTITY OF THE ACCREDITED INSPECTION AGENCY F. STANDARD TO WHICH THE PRODUCT IS TREATED 29. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG —TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C—C-2021. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC—ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER TO ACHIEVE THE MAXIMUM PUBLISHED ALLOWABLE LOAD. ALL CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE—HALF OF THE NAILS OR BOLTS IN EACH MEMBER. SHIMS, WHERE REQUIRED, SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL LAG SCREWS SHALL BE INSTALLED IN PRE —DRILLED HOLES. UNLESS NOTED OTHERWISE ALL SAWN LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS AND ALL PREFABRICATED PLYWOOD WEB JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "IUS" SERIES JOIST HANGERS. ALL CONNECTIONS/FASTENERS IN CONTACT WITH PRESERVATIVE —TREATED OR FIRE —RETARDANT —TREATED WOOD, SHALL BE OF HOT DIPPED ZINC —COATED GALVANIZED STEEL OR STAINLESS STEEL. HOT DIPPED GALVANIZED FASTENERS SHOULD CONFORM TO ASTM STANDARD 153, AND HOT DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM STANDARD A653 (CLASS G-185). STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OR 316. NOTE: ELECTROPLATED GALVANIZED FASTENERS AND CONNECTORS ARE NOT TO BE USED WITH PRESSURE TREATED WOOD. SIMPSON PRODUCT FINISHES CORRESPONDING TO THE ABOVE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST300 (STAINLESS STEEL). STAINLESS STEEL HARDWARE AND FASTENERS SHALL NOT BE COMBINED WITH UNTREATED OR GALVANIZED MATERIAL. 30. WOOD FASTENERS: A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2" 0.113" 8d 2-1/2" 0.131 " 10d 3" 0.148" 12d 3-1 /4" 0.148" 16d 3-1/2' 0.162" DESIGN IS BASED ON COMMON STEEL WIRE NAILS MEETING THE REQUIREMENTS OF ASTM F1667. USE OF ALTERNATE FASTENERS MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO THE START OF CONSTRUCTION. B. NAILS — PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 31. WOOD FRAMING NOTES — THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE AS SPECIFIED ABOVE. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF BOLTS AND LAG SCREWS SHALL CONFORM TO SECTIONS 12.1.3 AND 12.1.4 OF THE 2018 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. NATURALLY DURABLE OR PRESSURE TREATED WOOD SHALL BE PROVIDED WHERE REQUIRED BY SECTION 2304.12 OF THE INTERNATIONAL BUILDING CODE. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X6 AT 16" O.C. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 x 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED AND SHALL BEAR FULLY ON A MINIMUM OF TWO STUDS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE SOLID BLOCKING BETWEEN STUDS AT MID —HEIGHT OF ALL STUD WALLS OVER 10' IN HEIGHT. STUDS MAY BE NOTCHED, CUT, OR PENETRATED WITH ROUND BORED HOLES AS FOLLOWS: STUD SIZE 2X4 2X6 MAXIMUM NOTCH / CUT 7/8„ 1-3/8" MAXIMUM BORED HOLE 1-3/8" 2-1/8" BORED HOLES SHALL NOT BE LOCATED WITH 5/8" FROM THE EDGE OF THE STUD OR AT THE SAME LOCATION AS A NOTCH OR CUT. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d AT 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS AT 4" O.C. EACH SIDE OF JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) @ 4'-0" O.C. UNLESS INDICATED OTHERWISE. PROVIDE 3"xS' x1/4" HOT —DIPPED GALVANIZED PLATE WASHERS AT ALL ANCHOR BOLTS. INDIVIDUAL MEMBERS OF BUILT—UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d NAILS @ 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE 5d COOLER NAILS FOR 1/2" GWB AND 6d COOLER NAILS FOR 5/8" GWB. PROVIDE 15/32" APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 8d NAILS @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH NAILS © 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. NOTCHES AT THE END OF JOISTS AND RAFTERS SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. NOTCHES IN THE TOP OR BOTTOM SHALL NOT EXCEED 1/6 THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED WITHIN THE MIDDLE 1/3 OF THE SPAN. THE DIAMETER OF ROUND HOLES BORED IN JOISTS AND RAFTERS SHALL NOT EXCEED 1/3 OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED WITHIN 2" FROM THE TOP OR BOTTOM EDGE. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI —JOIST BEAMS TOGETHER WITH TWO ROWS OF 16d @ 12" O.C. ATTACH RAFTERS AND ROOF TRUSSES AT BEARING LINES WITH H2.5 @ 24" O.C. UNLESS OTHER METAL CONNECTIONS ARE INDICATED. 13ottiam IRiIale Attachment Mark Sheathing Bi ck'g PiDnel Attach went Naill irlt i to tup pldlC , i Nails Shall be Bd box. Nailing applies to all panel edger) (block all unsupported panel edges), top & bottom plates and blocking_ Mail to intermediate framing members W/ 8d �D 1.2"oc. (Note: where stud spacing is 24"oc, nail to intermediate framing members with 8d-36"oc} 3 NOT USED 3 Clip shall be either A3S or LTP4 with long edge parallel to ring joist 4 R0W5 must be offeet at lea5t 1/2" and Staggered, 5 Nails shall be 16d box (0.14803r3-1�4") or 10d common (C.14$0:c3-1/4" Screws shall be Simpson SDWS2240OD8 (0.220"M4"min) s Provide 3'X_'3":r,0,229' plate washer at all anchor bolts. Anchor- Molts shall be positioned such tl-._1t plate edge of plate washer ir. with 1/2" of th-a edge of the bottom plate. (Flate Yvashers may be diagonally slotted with a width of up to 13116" and a length not to exceed 1W) 7 Alternate plate washers to provide 112' dimension on each side fo the shearwall 0,1Qid TOEMLS Edo SEE OF STL'I) W R W'JOSTS PER PLAN 016d Edo END OR 01W TOEMLS BLCOCNG SEE NOTE °" 5d WIN -Vµl CAI adTOEMILS *LI CFIM.E TYP SEE NOTE 2 NDTES- 1. FEADERS PER PLAN 2 PRI NOE (1) 2[ "R PPLE STI,IDS WNMJNI TYPICAd 410N. 3. SEE A19DF8MLRL DRAY kCS FOR OPEN PC SMAN1O LOCATIDFIS k 2% SM BLOMNG REWM AT MLNG LNE ALL PANEL E11GE& ANDO Er-ft UkK. Ty*d Well OpeNng Framing Elevation 01 i6d g 4,m STAGDEFED AT EACH SIDE OF SPLICE Trf EHF34D SALE ,7flaLE a !�'L�4 REEF. REWFI®1 WAX I'. `i M14ti 'r+;• N1dU� � DOUBLF STLDS A: -� boo LCr� W MORETHMITWQ d.SFJI! R SWIG I SUCCES51ti'E STLUS M I, JAY BE BOPFa Ni N AhY W7GH V_; -:jl S-J+ S O(GEEDIKIS AIM DEAL E 0.:;. APPH'NAL FOR TO STUDS "TLQIS POSE BE REIhFOR�%`_. a RENEW] S PRE f1 130 SIWILARI I&E.- SMLtiR aR1LLNG'hOT�lr'S UE: WT 5FU9.L NOT =R Ih W NE TFANO S:ICCEL 'E SM AkwEdThra1 Studs Allowable Natches I n Study F15 ,1 &[r MR ffi1 llEEh SPLCES SPLICE TO OCWR AT OF'1'EFIT. 5U -TY'P.I 1Ed @ 12,x 157, ELWLE77 Typical Top Plate Spice - Side Mim DRYSTONE S T U D 1 0 WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 s vANc� g WA z vd �. 36615UC ssf�NAL 12-22-22 W V Z Z WLU (f)00 W Z � � 0 Q Q Q J Cn J Qo ZW Wz O0 Cl)0 p 04 04o FMM W Cn W RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE REVISIONS: DECEMBER 21, 2022 PERMIT SET STRUCTURAL NOTES Slm2 TYPICAL ROOF RAMING PLAN NOTES 1. FLOOR SHEATHING SHALL BE 23/32" APA RATED STRUCTURAL SHEATHING WITH A PANEL INDEX OF 40/20. NAIL TO FRAMING WITH 10d COMMON NAILS AT 6" OC AT PANEL EDGES AND 12" OC IN FIELD UNLESS NOTED OTHERWISE ON THE PLANS. WHERE NOTED ON PLAN PROVIDE 2x BLOCKING AT ALL UNSUPPORTED PANEL EDGES. 2. ALL HEADERS AND BEAMS SHALL BE (2) 2x8 MINIMUM, UNO. REFER TO NOTE 3 FOR SUPPORT REQUIREMENTS. F 3. ALL COLUMNS/STUD STACKS SHALL BE DOUBLE STUD MINIMUM, UNO, WITH THE BEAM OR HEADER BEARING FULLY ON BOTH STUDS. WHERE LARGER STUD STACKS ARE REQUIRED ON PLAN THE BEAM OR COLUMN SHALL BEAR FULLY ON ALL F- STUDS. INDIVIDUAL STUDS SHALL BE NAILED TOGETHER PER THE GENERAL STRUCTURAL NOTES 4. EXTERIOR WALL SHEATHING SHALL BE 15/32" APA RATED SHEATHING WITH A PANEL INDEX OF 32/16 (IF APPROVED BY ARCHITECT, ORIENTED STRAND BOARD OR EQUIVALENT THICKNESS, EXPOSURE RATING, AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD AT CONTRACTOR'S OPTION). UNLESS OTHERWISE NOTED SHEATHING SHALL BE ATTACHED TO Ll FRAMING WITH 8d NAILS AT 6" OC AT PANEL EDGES AND 12" OC IN THE FIELD. I I I I TYPICAL FOUNDATION PLAN NOTES I I I I 1. ALL SLABS -ON -GRADE SHALL BE 4" REINFORCED WITH WWF 6x6xW1.4xW1.4 UNO. PROVIDE MINIMUM 10-MIL VISQUEEN VAPOR BARRIER UNDER ALL SLABS. SLABS SHALL BE SUPPORTED ON A MINIMUM 4-INCHES OF FREE DRAINING MATERIAL PLACED OVER COMPACTED STRUCTURAL FILL. 2. HOLD DOWNS SHALL BE ATTACHED TO THE CONCRETE FOUNDATION WALLS AS FOLLOWS: HOLD DOWN STUD STACK/COLUMN ANCHOR BOLT HDU-2 (2)2x SSTB16 NOTE: INDIVIDUAL STUDS SHALL BE ATTACHED WITH 10d COMMON NAILS STAGGERED AT 6" OC OVER THE FULL HEIGHT OF THE STUD STACK. ALL ROD FOR EPDXY GROUTED CONNECTIONS SHALL BE ASTM A36 MATERIAL WITH MINIMUM YIELD 3. (Fy) OF 36 ksi. ALL ANCHOR BOLTS SHALL BE CAST -IN -PLACE UNLESS NOTED OTHERWISE. USE OF EPDXY ANCHORS MUST BE\,---(E) SLAB ON GRADE SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. EXISTING FRAMING IS SHOWN FOR REFRENCE ONLY. ALL EXISTING CONDITIONS SHALL BE VERIRIED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. ANY CONDITIONS THAT VARY FROM THOSE SHOWN SHALL BE I I I I REPORTED TO THE STRUCTURAL ENGINEER FOR REVIEW I I I I I I I �I I I /El1 /El1 I I I I I I El El1 I I I I I I - I I I I I I I II II I I I I I /El1 /El1 /El1 / 1 /El1 /El1 / 1 /El1 I I I I I I I I I I / coEl cn El El El El I I I I w I I I I I I I 3 I I I (E) FOUNDATION57.1 L — — — — — — — — — — — — — — — (FIELD VERIFY) — — — — v El El El El El L-------------------- --I- ,I ------- -- __- I I I I I I SHEATHING PER I I I HOLD DOWNS @ (6) PLAN NOTES LOCATIONS L o II I 4 S7.1 o N S7.1 57.1E I I I El El El I I I L - — — — — — -------- E)FOUNDATION - (FIELD VERIFY) L-- - - - - - - - - - -----------I I I I I I I I I I I I I I -- --- I I J 1 FOUNDATION PLAN S3.1 SCALE: 1/4" = V-0" = - 0 mm� DRYSTONE S T U D 1 D WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 VANC� WA - z 36615 uc `�SIDNAL 12-22-22 W Z Z Lu 0 0 — _H Lu to (f Q oc o Wco 0 Z Q a a� J Qo Z Lu w z OD O o C F M W W a RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE REVISIONS: DECEMBER 21, 2022 PERMIT SET FOUNDATION PLAN S3ml TYPICAL ROOF FRAMING PLAN NOTES 1. ROOF SHEATHING SHALL BE 32" APA RATED STRUCTURAL SHTEAHING WITH A PANEL INDEX OF 32/16. NAIL TO FRAMING WITH 8d COMMON NAILS AT 6" OC AT PANEL EDGES AND 12" OC IN FIELD UNLESS NOTED OTHERWISE ON PLANS. WHERE NOTED ON PLAN PROVIDE 2X BLOCING AT ALL UNSUPPORTED PANEL EDGES. 2. ALL HEADERS AND BEAMS SHALL BE (2) 2X8 MINIMUM UNO. REFER TO NOTE 3 FOR SUPPORT REQUIREMENTS. 3. ALL COLUMNS/STUD STACKS SHALL BE DOUBLE STUD MINIMU, UNO, WITH THE BEAM OR HEADER BEARING FULLY ON BOTH STTUDS. WHERE LARGER STUD STACKS ARE QUIRED ON PLAN THE BEAM OR COLUMN SHALL BEAR FULLY ON ALL STUDS. INDIVIDUAL STUDS SHALL BE NAILED TOGETHER PER THE GENERAL STRUCTURAL NOTES 4. EXTERIOR WALL SHEATHING SHALL BE 15/32" APA RATED SHEATHING WITH A PNEL INDEX OF L2 (*IF APPROVED BY ARCHITECT, ORIENTED STRAND BOARD OR EQUIVALENT 16 THICKNESS, EXPOSURE RATING, AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD AT CONTRACTOR'S OPTION). UNLESS OTHERWISE NOTED SHEATHING SHALL BE ATTACHED TO FRAMING WITH 8d NAILS AT 6" OC AT PANEL EDGES AND 12" OC IN THE FIELD. F- - - - - - - -�- - - - - -- -1 I I (E) BEAM , 1 ROOF FRAMING PLAN S3.2 SCALE: 1/4" = 1'-0" (E) HEADER CONTINUOUS 2x6-7- SISTERED JOISTS, EXTEND AT OVERHANG SHEATHING PER PLAN NOTES w . O 00 X I SW-1 JLY. ALL EXISTING CONDITIONS SHALL E RIRIED IN THE FIELD PRIOR TO THE ST/ = CONSTRUCTION. ANY CONDITIONS TH) \RY FROM THOSE SHOWN SHALL BE PORTED TO THE STRUCTURAL ENGINE (E) HEADER (E 2x6 SISTERED JOISTS (E) -- 0 - DRYSTDNE S T U D 1 0 WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 vANc� WA o, vc `�SIDNAL 12-22-22 Lu V Z Z WO _H >� (f) Q oc o 00 W �0) 0 zQ a a� i cn J Qo Z Lu w z OD cl)O 04 O �a F� �W cn w RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE REVISIONS: DECEMBER 21, 2022 PERMIT SET ROOF FRAMING PLAN S3m2 SHEAR WALL PER PLAN ANCHOR BOLTS PER- SHEAR WALL ANCHOR BOLTS PER- NEW CONSTRUCTION EXISTING NEW CONSTRUCTION EXISTING 2xl0 PT LEDGER W/ 5/8 x 8" SHEAR WALL SCHEDULE PER PLAN SHEAR WALL SCHEDULETITEN HD CONC SCREWS @ 10d NAILS @ 6" OC- 10d NAILS @ 6" OC NAILS PER SHEAR -2x PT NAILS PER SHEAR 48" OC MAX SHEATHING PER PLAN 2x PT LEDGER W/ 5/8 x 8" TITEN WALL SCHEDULE BLOCKING WALL SCHEDULE SHEATHING PER PLAN HD CONC SCREWS @ 48" OC (2) #4 CONT/Z-SHEATHING (2) #4 CONT-- JOIST PER PLAN MAX PER PLAN #4@12"OC HORIZ---- #4@12"OC HORIZ- #4xL@12"OC VERT e ° ° -JOIST PER #4xL@l2"OC VERT e (ALT HOOKS) a PLAN (ALT HOOKS) a - FINISHED GRADE ADE FINISHED GR w 48 PT LEDGER W ° _ — °°° JOIST PER PLAN A35 @ 16" OC--- ° `° --2x PT BLOCKING � 171 ° ° \ ° --2x PT BLOCKING 5/8"x8" TITEN HD ° 4 as e a CONC SCREWS @ ° -2x BLOCKING @ 32" OC 4x8 PT LEDGER W/ 5/8 x 8"-- -- _ FIELD VERIFY 6" MIN Q JOIST PER 16" OC ATTACHED TO SHEATHI G TITEN HD CONC SCREWS a PLAN a $ a e a W/ (4) 10d NAILS STAGGERED @ 16" OC a a 2x BLOCKING @ - CONT e° a -(2)#4 CONT e° a 32" OC ATTACH a 4-(2)#4 v 4 T/ SHEATHING s _ g a° -FINISHED � _ g a° ° FINISHED GRADE Of FINISHED GRADE g a° ° ° W/ (4) 10d NAILS 0 s w GRADE 0 m w e w a (E) GRADE (E) GRADE --- e-- -- a --- e-- -- a e o a° FINISHED GRADE- w 6" 6" 6" 6" 6" 6" 1 FOUNDATION DETAIL 2 FOUNDATION DETAIL 3 FOUNDATION DETAIL 4 FOUNDATION DETAIL 7. SCALE: 1-1/2"= 1 -0 " S7.1 SCALE: 1-1/2" = V-0" S7 1 SCALE: 1-1/2" = V-0" S7.1 SCALE: 1-1/2" = 1'-0" SHEATHING PER PLAN- 2x RIDGE BOARD NEW < EXISTING CONSTRUCTION CONTINUOUS 2x6 SISTERED- , CONSTRUCTION (VERIFY) JOISTS @ 24" OC --A35 TYP BEVELED SHIM @ 2x6-- - SHEATHING PER PLAN FOR FULL BEARING 10d NAILS STAGGERED @ 6" OC 10d NAILS 2" MAX (E) 2x BLOCKING STAGGERED @ 6" OC (FIELD VERIFY) O 0 0 2x BLOCKING —BEAM PER CONTINUOUS 2x6- PLAN SISTERED JOIST @24" OC -PROVIDE PLYWOOD SHIM AS NECESSARY AT 2x8 JOIST PER PLAN. 2x8 JOIST PER PLAN (E) BLOCKING TO ALIGN NOTCH AS NECESSARY W/ WALL SHEATHING AT BEAM. LUS28 HANGER- ' BELOW --NEW 2x BLOCKING 2x8 LEDGER. ATTACH TO (E)-- BLOCKING/PLATES W/ (2) ROWS SDWS2250ODB @ 12" OC 5 RIDGE DETAIL 7 VALLEY DETAIL S7.1 SCALE: 1-1/2" = V-0" S7.1 SCALE: 1-1/2" = V-0" 10d NAILS --A35 PER STAGGERED @ 8d NAILS @ SHEAR WALL 6" OC 6" OC SCHEDULE 2x BLOCKING @ 24" OC-- - 2x BLOCKING- ATTACH TO SHEATHING 8d NAILS @ 6" SHEATHING- W/ (4) 8d NAILS OC PER PLAN o O SHEATHING 0 PER PLAN z -CONT 2x6 SISTERED IQ JOIST @ 24' OC w co = o co0-A35 -SQUASH BLOCK @ SISTERED JOIST PER PLAN - PER SHEAR- 2x6 2 24" OC__ 0 o w [--- JOIST FOR FULL BEARING WALL SCHEDULE BLOCKING w NAIL PER SHEAR- WALL SCHEDULE BEAM PER PLAN CONTINUOUS - - SHEAR WALL PER OVER TOP OF WALL PLAN LSTA18 @ 16" OC --- SHEAR WALL PER PLAN PER ARCH (2'-6" MAX) PER ARCH (2'-6" MAX s EAVE DETAIL 11 EAVE DETAIL S7.1 SCALE: 1-1/2" = V-0" S7.1 SCALE: 1-1/2" = V-0" = 0 mm— DRYSTON S T U D I D WILLIAM J. SCALES, AIA WILL@DRYSTONESTUDIO.COM 206.795.0289 VANCL, WA - z , 36615 o uc `�sI4NAL D' 12-22-22 W V Z Z Lu 0 0Lu o 00 W Z � 0)0 Q Q Q J J cn <a ZW WZ OD '_ m �o O T� F M T W cn W Q RESUB Mar 21 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT DESCRIPTION: INTERIOR REMODEL AND ADDITION AT AN EXISTING SINGLE FAMILY RESIDENCE REVISIONS: DECEMBER 21, 2022 PERMIT SET STRUCTURAL DETAILS S7ml