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APPROVED FIR PLN BLD RESUB2 BLD2022-0670+Architectural_or_Building_Floor_Plans+6.22.2023_9.34.49_AM+3624044PROJECT INFORMATION GENERAL NOTES THESE DRAWINGS ARE THE PROPERTY OF H2D, LLC. ANY REPRODUCTIONS MUST BE AUTHORIZED BY THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT. © COPYRIGHT 202313Y H2D, LLC. THESE DRAWINGS ARE PROTECTED 13Y FEDERAL AND STATE COPYRIGHT LAWS. 1. CODES/REGULATIONS: -CONSTRUCTION TO CONFORM TO THE 2018 INTERNATIONAL 13UiLPING CODE (113C), WASHINGTON STATE LAWS AND REGULATIONS, CURRENT WASHINGTON STATE ENERGY CODE AND VARIOUS CODES IMPOSED BY LOCAL AUTHORITIES. -A SEPARATE PERMIT MAY 13E REQUIRED FOR PLUMBING, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLICABLE. -A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB SiTE DURING CONSTRUCTION. 2. CONTRACTOR'S RESPONSIBILITY: -PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES. -DO NOT SCALE CONTRACT DOCUMENTS. -iF ANY DISCREPANCIES iN THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO BE NOTIFIED IMMEDIATELY. -ALL CHANGES MADE BY THE CONTRACTOR SHALL 13E SUBMITTED iN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. -THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RE5PONSI13LE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR OMISSIONS OR PERFORMANCE OF THE CONTRACTOR. -CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, iT5 COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL 5E 5UPERViSED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION iN ACCORDANCE WiTH INSTRUCTIONS PREPARED BY THE SUPPLER. -ALL WORK MUST FOLLOW CURRENT RRF RULES AND REQUIREMENTS AS DEFINED BY THE EPA AND THE STATE OF WASHINGTON. -ALL WASTE AND REFUSE CAUSED iN CONNECTION WiTH THE WORK SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF DY THE CONTRACTOR. THE PREMISES SHALL BE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER. -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. 3. SOILS: -NO GROUND WORK PROPOSED -1F REQUIRED: FOUNDATION DESIGN BASED ON AN ASSUMED AVERAGE SOiL BEARING OF 2,000 FSF OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL BE CAST ON UNDISTURBED FiRM NATURAL SOIL OR COMPACTED SOiL OF 2,000 PSF BEARING CAPACITY AT LEAST 1'-6" BELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL BE FREE OF LOOSE SOiLS, DEBRIS, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RESPONSIBILITY iN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS. 4. VENTILATION: -EVERY OCCUPIED SPACE SHALL BE VENTILATED BY NATURAL MEANS iN ACCORDANCE WiTH iMC SECTION 402 OR BY MECHANICAL MEANS 1N ACCORDANCE WiTH iMC SECTION 403. -THE AiR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED OUTDOORS AT A POINT WHERE iT WILL NOT CAUSE A PUBLIC NUISANCE AND NOT LESS THAN THE DISTANCES SPECIFIED iN iMC SECTION 501.5.1. THE AiR SHALL BE DISCHARGED TO A LOCATION FROM WHICH IT CANNOT AGAIN BE READILY DRAWN iN BY A VENTILATING SYSTEM. AiR SHALL NOT BE EXHAUSTED INTO AN ATTIC, CRAWL SPACE, OR BE DIRECTED ONTO WALKWAYS. -EXHAUST VENTILATION SYSTEMS SHALL COMPLY WiTH iMC SECTION 502 -COMMERCIAL KITCHEN HOOD, VENTILATION SYSTEM DUCTS, AND EXHAUST EQUIPMENT TO COMPLY WiTH 1MC SECTIONS 506 & 507. AS BUILT PLANS SCALE:1/8" = 1'-O" REVISIONS DATE PAGES CHANGES REV1 REV2 REV3 REV4 REV5 5. GLAZING: -TO 13E iN COMPLIANCE WiTH iBC CHAPTER 24 AND WASHINGTON STATE SAFETY GLASS LAW -GLAZING iN LOCATIONS SUBJECT TO HUMAN IMPACT INCLUDING MIRRORS AND GLAZING iN HAZARDOUS LOCATIONS AS DEFINED iN SEC 2406.4 SHALL COMPLY WiHT SECTION 2406.1.1 THROUGH SECTION 2406.1.4. -SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS. -ALL EXTERIOR WALL GLAZING SHALL 13E DOUBLE GLAZED, UNLESS NOTED OTHERWISE, AND COMPLY WiTH STATE OF WASHINGTON ENERGY CODE. 6. ENERGY: -ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO iBC REQUIREMENTS AND THE WASHINGTON STATE ENERGY CODE, LATEST EDITION. VERIFY ALL CONDITIONS BEFORE PROCEEDING WiTH WORK. -APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR 13ARRiER5 SHALL COMPLY WiTH STATE OF WASHINGTON THERMAL INSULATION STANDARDS. -CONTRACTOR TO PERFORM 5UILDING AiR LEAKAGE TESTING AND DUCT LEAKAGE TESTING AS REQUIRED BY THE WASHINGTON STATE ENERGY CODE, LATEST EDITION. 7. EXIT SIGNS: -TO BE iN COMPLIANCE WiTH iBC CHAPTER 10, SECTION 1013 -EXITS AND EXiT ACCE55 DOOR5 SHALL BE MARKED BY AN APPROVED EXiT SiGN V15113LE FROM ANY DIRECTION OF EGRE55 PATH OF TRAVEL TO EXITS AND WiTHiN EXITS SHALL BE MARKED BY READILY ViSi13LE EXiT SiGN TO INDICATE DIRECTION OF EGRESS TRAVEL. 8. STAIRS: -MiNiMUM HEADROOM 6-8" MEASURED VERTICALLY FROM A LiNE CONNECTING THE EDGE OF THE N051NG5 iN ACCORDANCE WiTH SECTION 1011.3; MiNiMUM TREAD 11"; MAXIMUM RISER 7" -HANDRAIL: UNLESS SPECIFICALLY EXEMPT, STAIRWAYS SHALL HAVE HANDRAILS ON EACH SiPE AND SHALL COMPLY WiTH i13C SECTION 1014. -HANDRAIL HEIGHT SHALL BE UNIFORM, NOT LESS THAN 34" AND NOT MORE THAN 38" -HANDRAIL MUST COMPLY WiTH SECTION 1014. 9. INSULATION: -INSULATION TO MEET THE CURRENT WASHiNGTON STATE ENERGY CODE REQ'TS FOR TABLE C402.1.3 AND SECTION C402. -WALLS TO BE INSULATED WiTH MiNiMUM R-21 INSULATION. BELOW GRADE WALLS TO BE INSULATED WiTH MiNiMUM R-21 INSULATION, ALLOW FOR THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. -ROOF AND CEILING INSULATED WiTH R-380 ENTIRELY ABOVE DECK AND R-49 AT ATTIC AND OTHER PER TABLE C402.1.3.. -ROOF: ALLOW FOR A MiNiMUM 1" CLEAR BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING FOR VENTING. -VENTING 15 REQUIRED iN EACH JOIST SPACE. WHERE CONTINUOUS VENTING WiTH A JOIST SPACE 151NTERRUPTED BY A HEADER (FOR EXAMPLE AT A SKYLIGHT OR HiP), PROVIDE (2)1 1/2" VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUOUS THRU-VENTING INTO THE NEXT JOIST SPACE. -FLOORS: INSULATED WiTH R-30 GATT INSULATION OVER UNHEATED SPACE UNLE55 NOTED OTHERWISE. -SLAB-ON-GRADE: PROVIDE EXTRUDED RiGiD CLOSED CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL BREAK BETWEEN SLAB AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAB AND FOOTING TOGETHER. Plumbing and Mechanical permits are not included. Please apply for all applicable permits via MyBuildingPermit.com City Of Edmonds Building Department Work CHANGE OF USE, RES TO COMM ---------------------------------------------- Address: 7328 21OTH ST SW ----------------------------------------------------- --------------------------------------------------- Owner AVID LANDSCAPING Approved Date 07/17/2023 -------------- Building Official:: ErI& C+A•-fer BLD2022-0670 Permit Number; OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES N ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE 10. VAPOR BARRIERS:- -AN APPROVED VAPOR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, 13ELOW ENCLOSED JOIST SPACES WHERE CEILING FINISHES ARE DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE INSULATION. THiS VAPOR BARRIER MAY BE A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. 11. EGRESS: -BUILDINGS OR PORTIONS THEREOF SHALL BE PROVIDED WiTH A MEANS OF EGRESS SYSTEM A5 REQUIRED BY 15C CHAPTER 10. 12. FIRE SAFETY: -FIRE PROTECTION SYSTEMS TO MEET i13C CHAPTER 9 REQUIREMENTS -EXISTING FiRE SPRINKLER SYSTEM TO REMAIN; REVISE AS REQUIRED. 13. FIRE BARRIERS: -TO 13E INCOMPLIANCE WiTH iBC CHAPTER 7, SECTION 707. -FIRE DARRiERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY TO 13ELOW THE UNDERSIDE OF THE FLOOR OR ROOF SHETHiNG, 5LAB OR DECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO. -JOINTS MADE iN OR BETWEEN FiFE BARRIERS AND JOINTS MADE AT THE INTERSECTION OF FiFE BARRIERS WiTH UNDERSIDE OF A FiRE- RESI5TANCE-RATED FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE, AND THE EXTERIOR VERTICAL WALL INTERSECTION SHALL COMPLY WiTH SECTION 715. -VOIDS CREATED AT THE INTERSECTION OF A FiRE BARRIER AND NONFiRE-RESISTANCE-RATED ROOF ASSEMBLY OF A NONFiRE- RE5ISTANCE RATED EXTERIOR WALL A55EMBLY SHALL 5E FILLED. 14. PORTABLE FIRE EXTINGUISHERS: -TO BE iN COMPLIANCE WiTH 113C CHAPTER 9, SECTION 906 AND NFPA 10. -SIZE AND PISTRiBUTiON OF PORTABLE FiRE EXTINGUISHERS SHALL BE iN COMPLIANCE WiTH SECTIONS 906.3.1 THROUGH 906.3.4 -MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHERS: 75 FEET 14. PANIC HARDWARE: -TO COMPLY WiTH iBC 2015 CHAPTER 10, SECTION 1010 -SHALL BE LISTED iN ACCORDANCE WiTH UL 305 -THE ACTUATING PORTION OF THE RELEASING DEVICE SHALL EXTEND NOT LESS THAN ONE-HALF OF THE DOOR LEAF WIDTH -THE MAXIMUM UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS 15. EXISTING DRAWINGS: -ANY ORIGINAL CONSTRUCTION DRAWINGS INCLUDED WiTH THIS SUBMITTAL ARE FOR INFORMATIONAL PURPOSES ONLY. H2D, LLC CANNOT GUARANTEE THE ACCURACY OF ANY ORIGINAL 5UILDING DOCUMENTS INCLUDED WiTH TH15 SUBMITTAL. 16. SEPARATE SUBMITTALS: -HVAC, FLUMBiNG, RACKS, ELECTRICAL AND FiRE ALARM/SUPPRESSION SYSTEMS ARE UNDER SEPARATE PERMITS AS BIDDER DESIGN ITEMS. -PROVIDE OR MODIFY AS NEEDED SPRINKLER, ALARM AND SMOKE DETECTION SYSTEM PER APPLICABLE CODES, INCLUDING IF NECESSARY FiRE HORNS, STROBE LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDO V15UAL ALARMS. SUBMIT SHOP DRAWING TO THE FiRE MARSHALL AND ARCHITECT FOR APPROVAL OR AS REQUIRED PER LOCAL JURISDICTION. APPROVED Approved DFM C41&Burt South County Fire Date: 10/25/2023 10-25-2023 RESUB 2 PLAN REVIEW NOTES: APPROVED NO COMMENTS. DFM BURT Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. PLANS MUST BE ON JOB SITE SHEET INDEX PROJECT OWNER: WiLL BAILEY AND ROB BOYKER 7328 210TH 5T SW/21019 74TH AVE W EDMONDS WA 98026 PR1CiPAL ARCHITECT: HEiDi HELGE50N PROJECT ARCHITECT: SARAH THOMPSON H21) ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 GEOTECHNiCAL JOHNNY CHEN ENGINEER: PANGEO 5213 EASTLAKE AVE E. SUITE B SEATTLE, WA 98102 425-205-8633 CIVIL ENGINEER: JARED UNDERBRiNK CG ENGINEERING 250 4TH AVE 5, #200 EDMONDS, WA 98020 425-778-8500 PROJECT DESCRIPTION: CONVERT EXISTING SINGLE FAMILY RESIDENCE TO OFFICE SPACE. CONVERT EX15TiNG DETACHED GARAGE TO OFFICE SPACE. PROJECT ADDRESS: 7328 210TH 5T 5W/21019 74TH AVE W TAX LOT NUMBER: 00566900501001 & 00566900500901 LEGAL DESCRIPTION: FOR PARCEL NO.00566900501001 (PER QUiT CLAIM DEED RECORDING# 200311060676) BEING THE WEST 80 FEET OF LOT 10, BLOCK 5, SEATTLE HEIGHTS, DIVISION FOUR, ACCORDING TO THE FLAT THEREOF RECORDED 1N VOLUME 9 OF FLATS, PAGE 11, RECORDS OF SNOHOMiSH COUNTY WASHINGTON FOR PARCEL NO.00566900500901 (PER DEED OF TRUST RECORDING# 200303201357) THE WEST 120 FEET OF THE NORTH HALF OF LOT(5) 9, BLOCK 5, SEATTLE HEIGHTS DIVISION 4, ACCORDING TO THE PLAT THEREOF RECORDED iN VOLUME 9 OF FLATS, PAGE(S)11, RECORDS OF SNOHOMiSH COUNTY, WASHINGTON. LAND USE CODE COMPLIANCE STATISTICS ZONE: CG REQ'D SETBACKS: STREET SETBACK: 10, REAR/SIDE SETBACK: O' FOR P.L. ABUTTING CG ZONED PROPERTIES BUILDING HEIGHT BUILDING HEIGHT LIMiT = 75' INFORMATION: NO CHANGE PROPOSED TO EXISTING HEIGHT REFER TO SHEET A2.0 AND A2.1 FOR DETAILED HEIGHT INFORMATION OCCUPANCY: EXISTING: 1.7328 210TH ST SW: GROUP R/GROUP 5 2.21019 74TH AVE W: GROUP R PROPOSED: 1.7328 210TH ST 5W: GROUP B BU51NE55 2.21019 74TH AVE W: GROUP B BU51NE55 TOTAL OCCUPANT LOAD =11 SEE SHEET A1.1 FOR OCCUPANT LOAD CALCULATIONS DESCRIPTION EXISTING S.F.R. TO OFFICE SPACE FOR LANDSCAPE MANAGEMENT COMPA OF 5USiNESS: EXISTING DETACHED GARAGE TO OFFICE SPACE FOR LANDSCAPE MANAGEMENT COMPANY EX15TiNG BUILDING EXISTING S.F.R.: TYPE VB NON -SPRINKLED CONSTRUCTION TYPE: EXISTING DETACHED GARAGE: TYPE VB NON -SPRINKLED APPROVED BY PLANNING EXISTING FiRE NEITHER BUILDING 15 CURRENTLY SPRiNKLERED. PER PROTECTION: 2018 WA STATE EBC, CH. 10 SEC.1004 CHANGE OF aOCCUPANCY REFERS TO SEC.1011.2.1, WHICH iN TURN `�l� REFERS TO CH. 9 OF THE WA STATE 0C. PER 2018 WA STATE i13C SEC. 903 AUTOMATIC SPRINKLER Oct 18 2023 SYSTEMS, GROUP B OCCUPANCIES DO NOT REQUIRE A SPRINKLER SYSTEM. ADDITIONALLY, EXiT ACCE55 TRAVEL DISTANCES DO NOT EXCEED THE MiN. ALLOWED WITHOUT A SPRINKLER SYSTEM. SEE SHEET A1.1 FOR MORE INFORMATION. 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS 02 SiTE PLAN, LAND USE STATISTICS SURV SURVEY C1.1 COVER SHEET & GENERAL NOTES C1.2 EXISTING SiTE PLAN & NEW SiTE PLAN C2.1 ENLARGED TEMPORARY EROSION CONTROL PLAN C2.2 ENLARGED TEMPORARY EROSION CONTROL PLAN C2.3 ENLARGED TEMPORARY EROSION CONTROL & DEMO DETAILS C3.1 ENLARGED GRADING & UTILITY PLAN C3.2 ENLARGED GRADING & UTILITY PLAN C3.3 GRADING & DRAINAGE DETAILS C3.4 GRADING & DRAINAGE DETAILS C4.1 ENLARGED SiTE IMPROVEMENT PLAN C4.2 ENLARGED SiTE IMPROVEMENT PLAN C4.3 SiTE IMPROVEMENT DETAILS C4.4 TRAFFIC CONTROL PLAN & DETAILS A1.0 DEMOLITION PLANS A1.1 EGRESS PLANS AND DETAILS A1.2 FLOOR PLANS, DOOR & WINDOW SCHEDULES A2.0 EXTERIOR ELEVATIONS, BUILDING SECTIONS AND DETAILS 51.1 GENERAL STRUCTURAL NOTES 52.1 FOUNDATION PLAN 52.2 ROOF FRAMING PLAN 54.1 WOOD FRAMING DETAILS E1.0 ELECTRICAL PLANS L-1 PLANTING DESIGN L-2 PLANTING LEGEND EFFICIENCY PACKAGE INFORMATION "REFER TO SHEET A1.2 & E1.0 FOR 2018 WSEC EFFICIENCY PACKAGE CREDITS NOTES PRESCRIPTIVE REQUIREMENTS- ALL CLIMATE ZONES LOCATION R-VALUE U-FACTOR FENESTRATION U-FACTOR N/A 0.38 SKYLIGHT U-FACTOR N/A 0.50 GLAZED FENESTRATION SHGC N/A N/A CEILING 49 0.026 WOOD FRAME WALL 21 iNT 0.056 MA55 WALL R-VALUE 21/21 0.056 FLOOR 30/38 0.029 5ELOW GRADE WALL 10/15/211NT + TD 0.042 SLAB R-VALUE AND DEFTH 10, 2 FT N/A EXISTING LOT AREA: 7328 210TH 5T 5W 21019 74TH AVE W 7,239.1 5F 7,239.7 SF EXISTING FLOOR MAXIMUM FLOOR AREA ALLOWED: NO MAXIMUM AREAS: 7328 210TH ST SW MAiN BUILDING HEATED: 987.0 SF MAiN BUILDING UNHEATED: 227.0 SF MAiN BUILDING TOTAL: 1,214.97 SF DETACHED GARAGE: 471.1 5F (NO CHANGES PROPOSED TO EXISTING FLOOR AREAS) 21019 74TH AVE W NO EXISTING BUILDINGS ON LOT (REFER TO DEMO PERMIT #1302023-0171 FOR MORE INFO) "REFER TO 02 SHEET FOR ADDITIONAL LAND USE CODE COMPLIANCE STATISTICS . .. � LYNNWOOD MUNiGi1'Ak� �� _ � GOLF COURSE �> w 208TH 5T 5W -:__`..."..............."..................".:.:.i Q 210TH ST SW w w Q w Q > "' zz = o 212TH ST SW SiTE w � Q (DCN c ^W OF) O rn O Q U w N j Q Cn o z F- U) O C G J T_ 0 Q O \ /< N ONO C'M 9716 REGISTERED ARCHITECT 1�17.� HEIDI MICHELLE HELGESON STATE OF WASHINGTON rM_r0"% a I H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 6/17/2022 REV 1: 3/10/2023 REV 2: 6/22/2023 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS RESUB Jun 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT VICINITY MAP (NTS N 01 ---- I----i- - - - - -- --- ST SW ---,55MH ------- ---------------------- 210T 1 0 SiTE TBM ��' cn i 8"PVC(N.)=391.3O'(. . TREE LEGEND I o SET PK NAIL W/ / RELO WM IN 1E 8"CONC(E./W.)=391.30'(C.C.) NOTE: REFER TO ARBORiST REPORT BY ARBOR INFO LLC, DATED 1/10/2023, I ?a RED WASHER / / PL iNG AREA AND LANDSCAPE PLANS BY AViD LANDSCAPE FOR ADDITIONAL I cn 55MH `b o ELEV=405.74' R CiTY REQ'S EX 5PD LiMT 25MPH SIGN INFORMATION ON EXISTING TREES, TREES TO BE REMOVED, REPLACEMENT RiM=409. / (REFER TO CIVIL TREES, AND TREES TO BE PLANTED iN R.O.W. PER ECDC REQUIREMENTS. iE 8"GONG( E./5./W.) / FRONTAGE PLANS) I-591.64(C.. / IMPROVEMENTS PER 27"F TREE DIAMETER, SPECIES, AND TAG SS , SS SS SS ECDC 16.60.020.C, TYP. SS SS ) SS S SS — SS — [25] PER ARBORiST'S REPORT \ NEW CURB U.N.O. (REFER TO CiViL I " RAMP/PER DEMO EX PLANS) CiViL )'LAN5 ASPHALT — — - _ r" EX. TREE TO REMAIN W/ CRITICAL ROOT D_ ----} I� cn 1 z y n P P ' O ZONE INDICATED PER ARBORiST'S REPORT G \ �/ •� ——.—.—.— — —.—.—. ;� I EX. TREE TO BE REMOVED \ N 89-1731E 60.02' 17" FiR [1] REFER TO CiViL PLANS EX STOP I o I FOR TRANSITION FROM -- P I cn SiGN I x y O I20" FiR 2/ NEW SIDEWALK TO \ I - rn - � = O - EXISTING TREE DESIGNATED BY ARBORiST AS DEAD, P I I\ o �` \ I DYING, INJURED, OR DISEASED (TO BE REMOVED) WV TOP i \ { IR DEMO EX I o / O EX. OFF -SITE TREE TO REMAIN \ a CONC. DRIVE \Q51 � - —_ ---------_ --- rl 7L , P11'-21/2" cn `n NEW I EX OOR EX SiDE YARD DEMO EXROC STEPS � LL/ DOOR • II EX WOOD NEW TREE I I NEW FRONT WA EX CONC LAND'G I I1Z FENCE O I I AND DOOR LAND G TO REMAIN 9 EX I DEMO EX 1'-3/4" DOOR PLANTER, TYP. ' I I I EX 51 E 7328 210TH ST I i YARD EDMONDS, WA 9802 I 86_ I QA TREE REPLACEMENT REQ'S PER ECDC 23.10.080 DEMO EX cn I CONVERT FROM EX. ROOF EL=420.9' I I I rn • ' GRAVEL, TYP. i I - I I MIN. 30% OF EXiSTiNG VIABLE SiGNiFiCANT TREES MUST BE MAINTAINED. I RES. TO OFFICE FF EL=407.9 +/-10' 1/8" 10'-O" c FOR THOSE TO BE REMOVED: P.L. T CUR I STREET I 713 FRONTAGE ; I SETBACK A ESSiBLE I I �' 6" -10" DiA. = 1 REPLACEMENT TREE IMPROVEMENTS 5'-0" ' 5'-01, SiG GE I I O 10.1" -14" - 2 REPLACEMENT TREES NEW ACCE55113LE I I pal 14" - LESS THAN 24" = 3 REPLACEMENT TREES PER ECDC MIN. ; MIN. I 4 3/4"Es (SEE N ) I ( ) 16.60.020.C, LN(R I WALK EX 51D ENTRANCE/EXIT _ _ I NEW EV CHARGING 24" AND GREATER = SEE NOTES BELOW I TYP. U.N.O. YARD 3------- �; , STATION EQUIP. I ' - (REFER TO CiViL J r -7 I I (SEE ALSO REPLACEMENT NOT REQUIRED iF: PLANS) EX CON I L V - TREE 15 HAZARDOUS, DEAD, DISEASED, INJURED, OR DECLINING COND. (TO CURB ' !A E55 ACCE1 I BE VERIFIED BY AR130Ri5T) EX 3'-0" GATE; I - ---- -- ' I SPAS SPACE I = I I L AiSL I EX BLOCK - EXISTING TREE CAN BE MOVED TO A SUITABLE PLANTING SiTE ��= EX CONC FLIP SWING eb 6'6 8'6X1�' 8'6X16'6 � I I WALL TOWARD r (EVI i (EV I FEES IN LiEU: - ---- _CAPABLE) 1N5TALLEPy I PROPERTY ; NEW ACC. RAMPS ;-------- NEW CONC. FOR PARKING iF REPLACEMENT ON SiTE 15 INFEASIBLE (AND THiS MUST BE VERIFIED I M I DEMO EX PAVER 36 1/2" / SPACES &ACCESS WiTH AN ARBORIST'S REPORT), THEN FEES MUST BE PAiD INSTEAD: $1,000 I s cn EX CHAIN I 1_ - EX D YARD AiSLE; SEE ADDITIONAL PER REMOVED VIABLE TREE ` cf' LINK FENCE ; I NEW A CE55iB--= LE ; / NOTES, THiS SHEET, AND � 5' 0 14' 0" ENTRANCE/EXIT FF EL- I I ; CiViL PLANS FOR MORE TREES 24" PIA. OR GREATER TO BE REMOVED CANNOT BE REPLACED AND I REDUCED MIN. M N. I 408L I DEMO EX PAVERS INFORMATION MUST BE MITIGATED BY FEES. FEE WiLL BE THE ASSESSED VALUE OF LNTR W LK I 1 1/4" EX. �VERLAY I I TREE (CODE SAYS A55ESSMENT DONE BY CiTY, BUT DEB POWERS SAYS FRONTAGE ROOF EL=420.4' PREFER TO CIVIL PLANS FOR AN AR13OR15T MAY A55ESS VALUE). IMPROVEMENTS I X GARAGE ' x SPECiFiCAT10N5 ON ALL FRONTAGE I WHERE EX. PET. I I CONVERT FROM j - EX ROOF & P05TS I IMPROVEMENTS AND SiTE HANDSCAPE EXCEPTIONS: GARAGE N I STOR. TO OFFICE I I TO REMAIN I713 INCLUDING ELEVATIONS, GRADING, iF AT LEAST 50% OF EXISTING VIABLE SIGNIFICANT TREES ARE BEING IOVERLAYS P.L. I 10'-0" j I EX 13LO WALL I DRAINAGE, AND DETAILS MAINTAINED, THEN FEES iN LIEU - INCLUDING ASSESSED VALUES OF N cn (REFER TO CiViL ST. SETBACK EX I ' LARGER TREES - MAY BE WAIVED. HOWEVER, REPLACEMENT 15 ALWAYS O I PLANS) �, DOOR I I GRAVEL ICI I I *PROJECTS ON BOTH LOTS (7328 210TH THE FIRST OPTION. - I EX. OVERLA OF P.L. TO REMAIN I - ------ I I ST SW & 21019 74TH AVE W) WiLL BE GENERAL TREE NOTES I J •I CONSTRUCTED SIMULTANEOUSLY WITHOUT L PHASING AND SHALL BE TREATED A5 ONE 1. REMOVAL, RETENTION, PROTECTION, AND REPLANTING OF TREES SHALL BE Z I EX DRVWY I I FOR STORMWATER THRESHOLDS. PER ECDC CHAPTER 23.10. ' O :z 2. NO PROTECTED TREES ARE PROPOSED TO BE REMOVED. VERIFY STATUS I CURB CUT TO REMAIN O I - • I \ OF ALL TREES ADJACENT TO AREA OF CONSTRUCTION PRIOR TO PROJECT N I \ START. ::E O ` \ I I 1 EX W00 3. REFER TO AR13ORI5T REPORT FOR NUMBER OF REPLACEMENT TREES Q I EX 16-0" WiDE CONC. 26" I FENCE EX TR E5 TO BE REMOVED REQUIRED BY CODE. SiZE, SPECIES, AND PLANTING LOCATION OF DRIVEWAY TO REMAIN FiR 4] • I LEAV STUMPS ;SEE REPLACEMENT TREES PER LANDSCAPE PLANS PROVIDED BY AViD 30'-0" R.O.W. TYP. - I x I ( ) LANDSCAPE SHALL BE VERIFIED BY ARBORiST PRIOR TO PLANTING. EX 16'-0" WiDE MANUAL -------- -- I I ARBO 1ST REPT & ORTREE VEHICULAR ROLLING I BETE iON/PROTECTION PLAN MiN. 3'-0' GATE TO REMAIN -----� I�' I I j> cnCLR FOR � ` '� '' I FOU IRON PiPE cn ROLLING �_ I EX GgAV I .1 ' OF INE m GATE ---- / 21" Fi I N FROM Y I I (2) D. P KiNG [5] �I I R CORNER I I 0 I I \ SP ES 0 EX. I \ EX A ALT I I Q. EX CHAIN I S D STD / 5 7 i LiNK FENCE / 5P CE (SPACE I cn DEMO EX / GRAVEL, / I ' DEMO E� WOOD ' I ', FENCE P.L. • I EX CURB RB - - ----------- -- G � / / � \ I / / / � c" TYP / G R AGE ROVEMENT ER ECDC 16.60.020.C, TYP. U.N.O. (REFER TOCIV PLANS) / / i - 5 0 5-0 MiN. 1N. LNtR A S _ ---�- +/-111/4" 0' P.L.T CURB 21. FiR X_,' 19", I - i_0 5 FiR N 89`1 �� E 60.OP/ 10" ASH '/'/'/'/'�'/'/'/'/'/ /'/'/'/ '/'/'/'//'/'/'/'/'/'20 , o)/ [8] /�/ /�/ /�/ /�/ k�/�/�/�/ / /�/ �/ /�/ /��/ /� Ex wooD / — —r// / 1 // / ///// r////////// i FENCE / (; ,7 r�/ r�/� /� r�/ r�/�/�/�/ r�/ /�/�/ /�/� ; i I REMA1 O 1 / x / / n / / / / / / / / / / / / l �/INSTALL NEW CHAIN /r/ x / /r/r/ // r // /r/r///r/ /r/ /r/r/// ; i I N / / I 0 —I— LiNK FENCE (STYLE, I / '/'HEIGHT &SETBACK TO ,'/'r'/ '/'/'/ /'r'/'/'//r/ rr rr/r/r/r/ ,' I 28. O I I I I m 10-0 \','MATCH EX TO NORTH /'/'/'/ /'/'/'/'/'/ /'/'/'/' '/'/'/' �/' ,�' -< SETBACK ) I FIR ] I I i / / / / / / / / / / / / / / / / / / / / / / / /!`/ / I EX WOOD I I CAPUTiL1 1E & / / / / / / / / / r / / / / r / / / r / r / / / / r /CE TO — I / 6 IZ J / / / / / / / / / / / / / / / / / T / L T / / / / / RELOCATii M 1N /r/ /r/ / / / / / / / / / / / / T / /�/ f/ /i / /'r ' ' ' ' Al'I REMAIN _ REFER TO DEMO PERMIT i i i i LL(HATCHED AREA)PLANTING AREA /I [1 c PER CiTYtQ'S /'/'/' #BLD2023-0171 & CLEARING/ ,�,�, ,� ,/ LAY OUT NEW GRAVEL FOR I I Ion GRADING PERMIT #BLD2023-0312 '/'/'/'/ /'/'/',EQUIP. STAGING AREA, TYP. Op FOR MORE INFORMATION ON SCOPE ,3,110.5 5q ft / OF WORK ATTHIS LOT: / / r 21019 74TH AVE W EDMONDS, WA 96026 ONTAINNEW GRAVEL 36"FiR I aTHiNPREVIOUS 13LPG cn / / / ,FDN AREA 9 WEST EDGE P OP. LINE /////////// ///////// ///////////// // ///// J I WR�17] REFER TO BLPG PERMIT #BLD2022-0670 x� n c 7 LANDSLIDE & STEEP SLOPE HAZARD AREA - REFER TO GEOTECH REPORT FOR COMBINED SCOPE OF WORK AT ONC. SLAB REFER TO CIVIL /� /r/r /rrrr/r/ / / / ADJACENT LOT TO NORTH: / / / / / / / I I I z PLANS FOR I 7328 210TH ST SW " " " " / TRANSITION FROM / I ',',',' ',',',', ,' ' ' cV I I z / / / / EDMONDS WA 98026 / / / m NEW SIDEWALK / P / / / 34" TO EXISTING I 89*18'5241Z0.04' = J/ ---- _�--.. —. yam. �\ — /\ _ —_ ��_ // cn _ — N — 490 — U cn —j - A- - - _ 8- \ P I U /ll x W 0 iFiR LDv 1/� __- I _== I ''4 _--3 21"OAK / o O - - - - = EX CHAIN LiNK FE E EX ROC ERY - - [20] EX CURB - - EX WOOD WALL TO RE iN / SITE PLAN LAND USE CODE COMPLIANCE STATISTICS ZONE: CG PARKING REQUIRED: PER ECDC 16.60.030.13.1.a (SITE DEV/PARKING iN CG ZONE) 1 SPACE PER 500 S.F. LEASABLE BUILDING SPACE INCL. MiN. (1) ACCESSIBLE VAN SPACE AREA OF BUILDINGS (MEAS. TO OUTSIDE FACE OF EXTERIOR WALLS): MAiN BUILDING 1213.97 SF DETACHED GARAGE 471.10 SF TOTAL: 1,685.07 SF / 500 = 3.37 = 4 PARKING SPACES REQ'D EV PARKING REQUIRED: PER ECDC TABLE 17.115.040 NONRESIDENTIAL USES - MiN. 40% EV CAPABLE SPACES,10% EV INSTALLED SPACES (2 EV CAPABLE/1 EV INSTALLED) ACCESSIBLE PARKING NOTES PER 2009 iCC A117.1 SEC. 502: 1) VAN PARKING SPACES SHALL BE 96" MINIMUM- IF ADJACENT ACCESS AISLE 15 MiN. 96" iN WIDTH (ALT: PARKING SPACE 15 MIN.132" WiTH ADJACENT MiN. 60" WiPE ACCESS AiSLE). *MiN. PARKING STALL WIDTH SHALL EXCEED THiS DIMENSION AS REQUIRED BY ECDC. 2) ACCESSIBLE PARKING SPACES SHALL BE MARKED TO DEFINE THEIR WIDTH. MiN. STALL DIMENSIONS SHALL BE TO CENTERLINE OF MARKINGS. 3) ACCESS AISLES SHALL ADJOIN AN ACCE551BLE ROUTE, SHALL NOT EXTEND INTO THE VEHICULAR WAY, SHALL BE THE SAME DEPTH AS REQUIRED FOR PARKING STALLS, AND SHALL BE MARKED TO DISCOURAGE PARKING. 4) PARKING STALL AND ACCESS AISLE SHALL HAVE A MAX. SLOPE OF 1:481N ANY DIRECTION; SHALL HAVE A FiN15H THAT 15 STABLE, FiRM, AND SLiP RESISTANT; SHALL BE FLUSH WiTH EACH OTHER; AND SHALL HAVE MiN. 98" VERT. CLEARANCE (FOR VAN PARKING). 5) ACCESSIBLE PARKING SHALL BE IDENTIFIED BY SIGNAGE INCLUDING THE INTERNATIONAL SYMBOL OF ACCES51131L1TY AND, WHERE APPLICABLE, THE WORDS "VAN ACCESSIBLE". SIGNAGE SHALL BE WALL- OR POST -MOUNTED AND BE MiN. 60" ABOVE FLOOR OF PARKING SPACE. FRONTAGE IMPROVEMENTS 0 BOTH PROPERTIES: PER ECDC 16.60.020.0 - MiN. 5'-0" WiPE "STREETSCAPE ZONE' ADJACENT TO STREET - MiN. 5'-0" WiDE (U.N.O.) "PEDESTRIAN ZONE" ADJACENT TO STREET5CAPE ZONE - "ACTIVITY ZONE": NOT REQUIRED iN THiS CASE REFER TO CiViL PLANS FOR 5PEC1FICATiON5 OF ALL FRONTAGE IMPROVEMENT WORK, AND LANDSCAPE PLANS FOR PLANTING INFORMATION WiTHiN STREETSCAPE ZONE. N SCALE: 1" =10' NOTE: 1. REFER ALSO TO CiViL 5HEET5 FOR 51TE WORK AND FRONTAGE IMPROVEMENT DESIGN AND DETAILS. i LU Q Cv G W 00 m O Q U V J N � 0 Cn z z Q � O 2i J T_0 Lu C) O \ N 00 9716 REGISTERED ARCHITECT 1�17.� HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S+ I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 06/17/2022 REV 1: 3/10/2023 REV 2: 6/22/2023 PERMIT SET SITE PLAN RESUB Jun 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 00[�LEGAL DESCRIPTION FOR PARCEL NO. 00566900501001 (PER QUIT CLAIM DEED RECORDING# 200311060676) BEING THE WEST 80 FEET OF LOT 10, BLOCK 5, SEATTLE HEIGHTS, DIVISION FOUR, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 11, RECORDS OF SNOHOMISH COUNTY WASHINGTON FOR PARCEL NO. 00566900500901 (PER DEED OF TRUST RECORDING# 200303201357) THE WEST 120 FEET OF THE NORTH HALF OF LOT(S) 9, BLOCK 5, SEATTLE HEIGHTS DIVISION 4, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE(S) 11, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. NOWB:A:SIS OF BEARINGS N 02°08'39" W BETWEEN MONUMENTS FOUND ALONG THE CENTERLINE OF 74TH AVE W, PER REFERENCE NO. 1. MMMEREFERENCES R1. CITY OF EDMONDS BOUNDARY LINE ADJUSTMENT NO. LL-2006-145, REC. NO. 200703055005, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM NAVD 88 PER GPS OBSERVATIONS SURVEYOR'S NOTES 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN OCTOBER OF 2022, AND NOVEMBER OF 2022. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE SERVICE (800-424-5555). 4. SUBJECT PROPERTY TAX PARCEL NO. 00566900501001 8c 00566900500901 5. FOR TAX PARCEL NO. 00566900501001 SUBJECT PROPERTY AREA PER THIS SURVEY IS 7,239 ±S.F. (0.17 ACRES) FOR TAX PARCEL NO. 00566900500901 SUBJECT PROPERTY AREA PER THIS SURVEY IS 7,240 ±S.F. (0.17 ACRES) 6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN HEREON. 7. EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS ARE MEASURED FROM THE FACE OF THE SIDING UNLESS OTHERWISE NOTED. 8. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. 9 LEGEND 0 ASPHALT SURFACE P ❑ POWER METER BENCHMARK P POWER (OVERHEAD) BUILDING PP O POWER POLE CENTERLINE ROW 0----0 POWER POLE W/ LIGHT CONCRETE SURFACE 0 REBAR & CAP (SET) X X FENCE LINE (CHAIN LINK) O REBAR / IRON PIPE (FOUND) FENCE LINE (WOOD) 7Y1K7Z2K7YZ RETAINING WALL FIRE HYDRANT ROCKERY G GAS LINE SS SEWER LINE G ❑ GAS METER )SEWER MANHOLE GAS VALVE I D SIGN (AS NOTED) GRAVEL SURFACE SD STORM DRAIN LINE ❑0 INLET (TYPE 1) SIZE TYPE° TREE (AS NOTED) INLET (TYPE 2) W WATER LINE UM LUMINAIRE WM ❑ WATER METER ►fit MONUMENT (IN CASE, FOUND) WV DQ WATER VALVE E PAVER SURFACE VICINITY MAP N.T.S. Il I� F .. Edmonds eLearnmq OAcademy r. -,Sh,mh', African bcubgp, Q 208th St SW Q 2081h St SW 70A1h sr Sw O Q 208th St SW J Q Horizon Park Apartments v J 9BuildingBlacksJr _ Fairway Apartments E f $ t7_ Sprouts Preschool & Childcare E JB CONSTRUCTI SERVICEESS Q Qirish Heritage CUE SITE - •_ 20" a sw g a g A1�2-- F QAQUALIS Prestige Post -Acute and s-ztmnstsw ` 21.11, sw 2totnstsw Renah Center -Edmonds i QAxis Physical Therapy ds, WA Porbug Reparr9 A coon Jackson � 0 0 Audas Barber Shop Q Dram Cleanin, 9 James Auto Sar,pes 3 Rom- Pizza Kd-chen Q 93-D Roof Systems Kate Neo Edm°nos St ja ,;,, 17, GRAPHIC & BOUNDARY SURVEY CB (TYPE 1) RIM=407.79' IE 12"CONC(SW.)=405.19' e ho ati TNQ1 CB (TYPE 1) N°� RIM=408.20' IE 8"CONC(NW.)=405.50' k°�� IE 12"CONC(NE.)=404.55' APPROX. LOCATION CB (TYPE 1) IE 18"CONC(W.)=397.86' F WATER LINE, PER RIM=408.81' o \ IE 36"CONC(N.)=396.16' RECORDS IE 8"CONC(SE.)=406.61' ti° IE 36"CONC(E.)=395.95' koo k o� Id' �S � IE 12"CONC(S.)=UNABLE TO MEASURE FOUND MON IN CASE k°° ASPH '� k°'" �CURg 406,85 406.4� 0 405.4 CURB IRON PIPE, DOWN 0.9' 407 96 6 _SD SD SD SD SD SD SD SSMH 409.E<> WV WE SSMH RIM=409.09' W W v �� W W W RIM=404.71' IE 8"CONC(N./E./S./W.) , 210TH ST S ASPH IE 8"PVC(N.)=391.30'(C.C.) =391.64'(C.C.) o > ^ti eP IE 8"CONC(E./W.)=391.30'(C.C.) °° a N 89'17 31 E h ok (� � � x407 62 406.95x xk CB (TYPE 1) k o FOUND IRON PIPE SITE RIM=409.50' 0.23'E OF LINE & U) SET PK IL W/ IE 8"CONC(NE.)=407.60' 0.52'N FROM - R ASH G PROP COR ELEV= .74 S S m--h SS SS SS SS SS SS SS - �� k°O� o ^o 0 0 0 0o OF'4 6 8A 405 39 403.60 RB 404.45 40 .69 SD - q 72 x� 406. 5 k 405.0 x x .40•4.3.• P O P P ho o SD - x0� 4azo8 Ap UxApO k x SPH ko °y. SPD LIMT 25MP . P IP P PP P PP v P P °x in -.9"' � 406. s"9 0406. 4IN 9e17 1, E P60.0 ' 404.88 .` 404327 G GV o°� 83s yD o Co, o.' ,,. g h° WM 5�' o" 18" EVG ^ k 44 8.2 .%' �l o m -rt.. CB (TYPE 1) o°. \p 4oa. ' °$'. �' • r r m k°o oh6 FOU REBAR/CAP k .. ,� ; , r.-^' ?, k co 24", 36" EVG RIM=409.48' WV LS# 2969 ON' II•,, IE 8"CON C(E./SW.)=407.23' P STQ. �o':'.•� 4�OgO Roo 06 oam 0 �� f c ROCK ko • �• o-° Farn rok 0 403.44 f0�. FROM PROP U, .v . 406.8 d Oh C R DO STEPS f 7.0� �a.5.. k °> CB (TYPE 41111 7 11.2 FENCE COR RIM=408.I ....6 FF EL=40 NC �� xk� 5. 1, W IE 8"CONC W. =405.6 c ,� ASPH ko ko ( ) n 9 x LA DIN IE 12"CONC(N.)=405.4 n k°.'.'.am HOUSE N0. D F E CO on o 7328 > °V 5.8' W Am FOOTPRINT=1,230 00 n °� ?0 CONC ±S.F. °6. c ALL LANDING CONC k ° g 0.3' E k° WALL QOj.. 6 .� d.....k0 0 ° o �6si.. 406.� °� c 69s 9 Ao6. 5 ARo m k° 01 • k FENCE COR 0.4` 4o W 4p> . o> Q o o'�� °a06.73 eR o� 0 .'..4 � 8 �3 2Q� °� V 406.4• oCO. WALL GATE ''• - o fk 4 k ti W 408.64 ..21 .60 '8'4�p .66 g.A6`9x.�.fl{ l.. q,"`J, RPS'. Q6.'67........ 1°1' a 0. 9' E to �av �; s BLOCK IV PAVERS k�°�: ° 6..36:::3........ PP CONC �6 0 7................ k°ohm WALL °.. GARAGE °ooFENCE WALL.................. . ° FOOTPRINT=48•""'o ' �'.'.'.'.'.'.'.' o FOUND IRON PIPE °o, w ao.... M......... k° k 0.4' W k BLDG ±S.F. rn........k. 0.12'E OF LINE & k° Ie+ w ROOF EL=420.4 aoss........ #.. �rR'W : o- APPROX. LOCATION OF NU) 0.1' W c. �. o x aoa:3. 6.l QL>iF'.'.',',',','.'.'.'.' 0.66'N FROM GAS LINE, PER PSE I o �� a FF EL-408.7' .w.o WfikG 406..7 PROP COR MAP NO. Q163070 4oa.5o� a°�.: ° o�'.:.:.:..:.:.:.::o::::::.. 40 FENCE COR �! BLDG so;,..... x...........o�.:..........6h. ....E: FENCE Z 0.8' W ......,o.' o.. 0.6'S OF LINE 408. �w : 08 �os.s FA aoxs . �o . ,ti 3' & 1.2'E FROM Iv Q, e... .. �. .8....... .:�. ........................" .:............................ k cn o. �.............. a o PROP COR ° o k �O, • ko W L t � 30 ��• ' • • � �0 � C'r ::Q:: '::.. %1 \�, � k 1. E FENCE END W W 4�8 B1 \ ZY... t '..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'." 6 o xo ok'kn i C'j`\..J......................................... 0 0.6'S OF LINE D ROW 4os. ro: ;Lit .' .: ......... .. ... ^O a cn o.a...Q. .... ti & 1.6'E FROM k° Qj�fG: PROP COR ASPH k v r0 cn j k 408 k �l (n a ' ' Gs.'.'.'..''..'.'.'.'.'.' ' �ri �a 0 _ .. o .. Off. .�° O TI h x .............. ............... Off. 08:50...... ..xp ... N M k (fl ...................................... - Z xk k6. D°@.' w 408'.Z'.'..' '.'.'.'.'.'.'.'.'.'..100 W (7 Op ° P` :::.............20"::EVG:: g cn FENCE CO _ 1.. ........ N > a 10 u .. ..'..^ ... &O... .'.407:4.x........... O`O ROB Wo o ��i .2' S 2S v Z o .............. x:Q.. GRVIr......... b o m � x.... k....... k° ko CUR A G cn cn o.. �.... �.......................... D CB (TYPE 2) RIM=398.98' IE 36"CONC(E.)=391.55' IE 36"CONC(W.)=391.13' SD -SD -SD -SD -SD SS SS SS SS -SS -SS -SS -SS SS -SS -SS -SS -SS SS SSMH RIM=399.19' -P P P P p P P P P=390.45'(C.C.) PP k° Ok. .... �.....o.� C� g08., 408.2 .....06..0�...::�< 18 25 E N� o a 6 6" DEC x4 A (x o x O 0 6.5 'S 0� 05.9 Ap" EVG A26r .�•." 25 4�22 '399 0 k46.5' n . SET �o 4oY .0 °sa G °�. oh. °o. ko a05. 404 k ox o w e REBAR/CAP I4� I cn G BLDG I 9 kP i n I OVERHANG I k°h "k° > HOUS NO. D o S D r�ak°k ,° m 3 "EVG k° ' �m Z M.. CONC STEPS 1106 ' WM k°o� 406.74 �° o' ROC ERY 406 6 k o " FII AO (n it :-3- R A O� SOW 6 406. 406. 0 h. co 4 4os:a can ASP 30.0 405. P I N 8�, 8'52" W FOUND REBAR/CAP ASPH LS# 22969 AT PROP COR SSMH RIM=405.54' IE 8"CONC(N.) =396.39,(C.C.) 0 k ^ 0 oka k PP 7 Ele Pmllance Surgical Best Friends Pet KuZm Fish Ma rket® © STEEP SLOPE/BUFFER DISCLAIMER: earl Massages ® - 9 F © Burger rang Special's1scfEdm6nds Retreat P.nd Day Spa © 0 Johanson Law Group, Inc THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR x QEdm fronds _ y FI B;(d`aey° 0 Q 3 Jaekm ®'an� INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR f Banner Book m CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT ARE BASED SOLELY ON OUR zumscsw o 2,2ihs swF ° z,2instsw z,zd stsw 212th GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE Edmonds-Woodway z OHigh o PUBLIC DOCUMENTS; AS SUCH, TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR School 'Ickald Tcyoea THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY, 0 C3* UPSdroppbbox n�"PtsW Q f Q THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY SETBACKS OR QSandy Metzger, ATC Q PaY 212 Seaaa..... Batld:mo Prnd�-,cts �'�,� Room OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED - 0 z13rn al sw d< Parr. & R;2 CarMaxQ uses caraezler 99 BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR. 16" W � 2101 FOOTPRIN OhkS xk ° 0 T' 401.6x AVE o (2) 4" EC II =11076 ±S.F. � k F- ° 3.6' CONC o Ok L N D I N G BLDG �� k° 414.9 'OVER ANG- > >xA05. BLDG x404.6 WOOD �9 r ' OVERHANG WALL oti. r ,&h kohEAVE e �. � o� ��ral��E3yy1 • .•. ___ _-______-ry e , [Aft Iq �j n • • • .� ilk■�]Inl • I� ` ' ' " _ .• . • [S�rtirsr•� a.3I��Fi '-405 2 'i � T�• • • , • '�i�� • • 'I r�reearr•r wme�n�wwwwG7RT.III Wm 131 OF fir; i • : WE., 11,211 • • FOUND MON IN CASE BRASS DISK, DOWN 0.95' It 212TH ST SW 386.58 "'� 1 CURB C'j ro FEN C COR v WA�LD 6? z 0.9'E OF INE ° cn F_ n' m y Z& 3.9'S F M o D co PROP C 7_ ASPH r- WM °0 �° FENCE COR ,s� 6.2' S kti °0^11 FENCE COR 2.9' S 111 PE O R CKERY Q 0��0 cfa C `° ° P x� OCKERY .9, E 10-) CE END 2, CA ASPH + F REBAR/CAP S# 2969 0.06' OF LINE & 0.12' FROM PROP COR / 389.27 388.90 20" DECK°� 3aa59 e 38a.29 O�Oy 000 n C b�l M INDEXING INFORMATION a a NE a 4 W SE SW 1/4 SW 1/4 SECTION: 20 TOWNSHIP: 27N RANGE: 04E, W.M. COUNTY: SNOHOMISH i W i >_ W �> L.fw U J J Lu Z � rn o W Q � Q W ~ N O o o Q CQC O O N � O m G �$ ~xS 0 _ a U� a_ z LU v C) Z J Q ") N 00 N o +1 v ai N � CD v o Z o v O v CO CO J) < c Q � 00 Ln > Ln O N N 00 o m Q JOB NUMBER: 221863 DATE: 10114122 DRAFTED BY: IDV / RPM CHECKED BY. JGM / DRT SCALE: 11, = 20' REVIfft RN 11118122 AL0Ii12e023 CITY OF EDMONDS DEVELOPMENT SERVICES SHEET NUMBER 1 OF 1 I 10'-0" STREET SETBACK DEMO GARAGE DOOR, PREP FOR iNFiLL AND NEW OPENINGS I I ♦ � EX W/D ZZ L WH HTR �+/-5 7/8" EX. BLDG OVERLAY 10'-01, STREET SETBACK DEMOLITION PLANS EX WALL HTR ALL EXISTING WALL HEATERS TO REMAIN U.N.O. EXISTING HEADER TO REMAIN EX T- 5TAT I n I EX15TiNG KITCHEN TO REMAIN I EX R- ELEC II PANEL II \� Ep I - J w I DEMO DOOR AND PREP FOR NEW RELOCATED OPENING DEMO EXISTING STEP, PREP FOR NEW LANDING AND RAMP PER PLAN 0 DEMO WINDOW, EXPAND DEMO WALL FOR N & ENLARGE OPENING I �� NEW WINDOW FOR NEW WINDOW II II DEMO GARAGE DOOR, I PREP FOR iNFiLL I NOTE REMOVED I DEMO WALL I I I DEMO WINDOW, EXPAND I & ENLARGE OPENING I FOR NEW WINDOW II SCALE:1/4" = T-O" 0 EXi5TiNG WALLS r - 'i DEMO WALLS L - J NOTES: 1. REFER TO E1.0 FOR LIGHTING DEMO INFO. 2. CONTRACTOR TO BE RESPONSIBLE TO VERIFY ALL EX15TiNG STRUCTURE PRIOR TO AND/OR DURING DEMOLITION. NO STRUCTURAL ELEMENTS TO DE REMOVED PRIOR TO CONTACTING THE ARCHITECT. 3. ALL SHORING WiLL BE THE RESPONSiDILiTY OF THE CONTRACTOR. 4. CONTRACTOR TO BE RESPONSIBLE TO VERIFY ALL CONCEALED PLUMBING, HVAC, AND ELECTRICAL PRIOR TO AND/OR DURING DEMOLITION. CONTACT ARCHITECT WiTH QUESTiONS. 5. iF A513ESTOS OR HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION, iT 15 THE RESPONSiDILiTY OF THE OWNER/CONTRACTOR TO PROPERLY REMOVE THE HAZARDOUS MATERIAL. 6. CONTRACTOR TO BE REPON5IB1-E TO VERIFY EXISTING FLOOR ELEVATIONS AT AREA OF WORK PRIOR TO AND/OR DURING DEMOLITION. i EX WALL HTR DEMO FLUE AND WALL IIrr I I II DEMO EXISTING DOOR, PREP FOR I III , iNFiLL -�� DEMO DOOR AND PREP FOR NEW WIDER DOOR OPENING EX WALL DEMO WALL HTR AND DOORS DEMO WALLS DEMO DOOR, PREP FOR iNFiLL — — A REMOVE EX WALL HTR AND SAVE FOR RELOCATION PER FLOOR PLAN DEMO EXISTING FIXTURES AND FINISHES iN BATHROOM ENERAL NOTE: 1. DEMO FiNiSH FLOORING AND iLLWORK TYP 9 AREA OF WORK a i W Q = CV c � w O O � O j U w N >� 0 U) z z Q O 2i J T- � Q O \ /< N ONO 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 6/17/2022 REV 1: 3/10/2023 REV 2: 6/22/2023 PERMIT SET DEMOLITION PLANS RESUB Jun 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.0 I.C.C. 404 DOORS AND DOORWAYS: 404.1 GENERAL DOOR5 AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WiTH SECTION 404 404.2 MANUAL DOORS MANUAL DOOR5 AND DOORWAYS AND MNNUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY WiTH THE REQUIREMENTS OF SECTION 404.2 404.2.1. DOUBLE -LEAF DOORS AND GATES AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WiTH TWO LEAVES SHALL COMPLY WiTH SECTIONS 404.2.2 AND 404.2.3 EGRESS PLANS SCALE:1/4" = 1'-0" EXISTING WALLS ® NEW WALLS NOTES: 1. REFER TO SHEET A1.2 MAiN FLOOR PLAN FOR PROPOSED EGRESS DOOR APPROACH CLEARANCES 2. VERIFY ALL EXISTING DOORS COMPLY WiTH I.C.C. 404. REPLACE NON -COMPLYING DOORS/HARDWARE AS REQ'D. BUILDING OCCUPANT LOAD/EXITS - MAIN BUILDING OCCUPANCY LOAD FACTOR FLOOR AREA OCCUPANCY LOAD (FLOOR AREA/LOAD FACTOR) BUSINESS 150 GROSS 930.3 SF 7 ACCESSORY STORAGE 300 GROSS 216.4 SF 1 TOTAL OCCUPANT LOAD FOR SPACE: 8 TOTAL EXiTS REQ'D PER 2018 WA STATE BC TABLE 1006.2.1: 1 ADDITIONAL NOTES 1) E.A.T.D. = EXiT ACCESS TRAVEL DISTANCE PER 2018 WA STATE BC TABLE 1017.2, MAX. E.A.T.D. iN 'B' OCCUPANCY WITHOUT SPRINKLER SYSTEM 15 200' 2) MEANS OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES THE SPACE 15 OCCUPIED BY MiN.1 FOOTCANDLE AT THE WALKING SURFACE, PER 2018 WA STATE BC SEC.1000.2; ILLUMINATION TO BE PROVIDED BY GENERAL LIGHTING CONTROLLED BY OCUPANCY SENSOR, SEE ELEC. PLAN 5HT. E1.0. 31 SEE FLOOR PLAN AND NOTES ON SHT. A1.2 FOR EXiT SiGNAGE. W BUILDING OCCUPANT LOAD/EXITS - DETACHED OFFICE OCCUPANCY LOAD FACTOR FLOOR AREA OCCUPANCY LOAD (FLOOR AREA/LOAD FACTOR) BUSINESS 150 GROSS 442.5 SF 3 TOTAL OCCUPANT LOAD FOR SPACE: 3 TOTAL EXiTS REQ'D PER 2018 WA STATE DC TAP>LE 1006.2.1: 1 N 404.2.2 CLEAR WIDTH DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32" MiN. CLEAR OPENING WIDTH OF DOORWAYS WiTH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WiTH THE DOOR OPEN 90 DEGREES. OPENINGS, DOORS, AND DOORWAYS WITHOUT DOOR5 MORE THAN 24" iN DEPTH SHALL PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES MiN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND L30 INCHES ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES. EXCEPTIONS: 1. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO 5E 78 INCHES MiN. ABOVE THE FLOOR 2. iN ALTERATIONS, A PROJECTION OF 5/8 INCH MAX. INTO THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR THE LATCH SiPE STOP 404.2.3.1 FLOOR SURFACE FLOOR SURFACE WiTHiN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1.48 AND SHALL COMPLY WiTH SECTION 302 404.2.4 THRESHOLDS AT DOORWAYS iF PROVIDED, THRESHOLD AT DOORWAYS SHALL BE 1/2 iNCH MAX. IN HEIGHT. RAISED THRESHOLDS AND CHANGES iN LEVEL AT DOORWAYS SHALL COMPLY WiTH SECTIONS 302 AND 303. APPROACH CLEAR FLOOR SPACE z 9 V-6" M I CLEAR FLOOR SPACE x z 9 APPROACH I — NOTE: X=1'-0 (MiN.) iF DOOR HAS BOTH A CLOSER AND A LATCH FRONT APPROACH 1/2" =1'-0" PUSH AND PULL SIDES CLEAR FLOOR SPACE APPROACH NOTE: Y=3'-6" MiN; Y=4'-O" MiN. iF DOOR HAS A CLOSER AND LATCH; X=12" MiN. iF BOTH CLOSER AND LATCH ARE PROVIDED APPROA APPROACH HINGE APPROACH PULL SiPE 1/2" =1'-0" NOTE: Y=4'-O" MiN; Y=4'-6" MiN. iF DOOR HAS A CLOSER HINGE APPROACH PUSH SiDE (--A� LATCH APPROACH PULL SiPE 1/2" =1'-0" APPROACH NOTE: Y=3'-6" MiN; Y=4'-O" MiN. iF DOOR HAS A CLOSER LATCH APPROACH PUSH SiDE 1/2" =1'-0" 1/2" =1'-0" 941, SLIDING DOOR APPROACH STOP/LATCH 1/2" =1'-0" 22" — — t CLEAR APPROACH FLOOR SPACE N N ,T- - SLIDING DOOR SiDE APPROACH 1/2" =1'-0" APPROACH pi Q 2 CV c � ^W m O 00 O j U U) N >� 0 Cn o z z �O G J � Lu C) O \ /< N ONO C'M 9716 REGISTERED v1-) ARCHITECT x�w Gam. HEIDI MICHELLE HELGESON STATE OF WASHINGTON rm too-% Nil H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 6/17/2022 REV 1: 3/10/2023 REV 2: 6/22/2023 PERMIT SET EGRESS PLANS AND ACCESSIBLE DOOR DETAILS RESUB Jun 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al. 1 I 10'-0" STREET SETBACK I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPROX. P.L. iNFiLL GAR. DOOR OPENING PER INSTALL (1) 2A RATED FiRE EXTINGUISHER OR VERIFY EX - MAX. TRAVEL DISTANCE TO FE: 75' 1 (SEE SITE & 1/A2.0 - EX HDR @OPENING TO CiViL PLANS) 01 REMAIN (SEE PET.1/A2.0) EXISTING EXiT 2 EXISTING I I II EXiT 3 b -- EX WALL � �� EX EX WALL 01 g l HTR B �� CLOS HTR I I I 1 4'-11 3/4" C L 4'-31/2" IC L EX 1 (VERIFY) (VERIFY) C LOS EX DR OFFICE LVT OFFICE X STORAGE LVT F/E LVTr - - - ------� 1 (UNHEATED) I I iNFiLL DOOR OPENING 1 FiNiSH EX WALLS W/ 1/*" I GWB (5/8" TYPE X GW13@ c\3 48"- - - - 03 -60� WALLS ADJACENT TO 1 OTHER BUILDING SPAC�S EX KiT. EXHAUST -- EX T- I " G O I� ADD 1/2" GWB TO EXC . FAN TO REMAIN STAT IXI- I Ex CMD I 04 60 I 1 JOISTS (ADD 2x6 CLG.IJOiSTS - - - 1 @ 24" O.C. WHERE NEEDED) ®®® 1EX S.D. IL� 48 ------ I 1 - � t I --\A rPN2R@ ® ® ---- - EX � I 1 5"+/- EX RANGE - - - r - � I WALL; I 18 " L J I I 1 r _ I -1 1T @ 11 EX ELEC. PANEL, CONFIRM 05 I I ® OFFICE HTR I O EX LOC. TO REMAIN _ I I LVT pw CLO INS H LL io - - i 18 KITCHEN w I , 'r ` INSTALL SiNK PER iCC EX I� 1 g LVT _ I / I� I \ 60 A117.1 SEC 606, SEE ALSO I cz I- I I DETAILS THiS SHT. 22 , I I q _ L J iF MIRROR 15 PROVIDED, 1 18 o I EX 02 I PATH / I @ LAV, BOTTOM OF I �q W/D EXiT 1 I EX REF F�( ioK r _ ; I LVT C L REFLECTIVE SURFACE 1 _ SHALL BE MAX. 40" A.F.F. LU I 2'-10 3/4" C L 1 I I o iNFiLL PER EX15TiNG EXISTING iNFiLL DOOR OPENING 1 I I (VERIFY) 1 1/A2.0 RELOCATE EX WALL HTR 16"-18" 1 L-�---�I 1 - J IPORCHI OFFICE 1= CONIC r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - J RAMP LVT EX EX L� D 1:12 SLOPE MAX INSTALL NEW TOILET TO CONFORM WALL W/ 1CC A117.1 SEC. 604 EXISTING f ITR __, WH 4-0 INSTALL 70CFM FAN PER iMC TABLE - - - - - - - - - - - - - vIN* 36" CLR., TYP. 403.3.111. VENT TO OUTSIDE iNSTALL REAR, SiPE, & VERT GRAB TYP. HANDRAIL ON BOTH SIDES BARS PER iCC A117.1 SEC. 604.5. SEE OF RAMP, 34"-38" HT. ABOVE AL50 DETAILS TH15 SHEET (ADD D RAMP LANDING WALKING SURFACE, MIN. 12" BLOCKING TO EX. WALLS AS NEEDED) LANDING 1:1 SLOPE MAX CONC. EXTENSION @ T&B OF RAMP, CONC. PER iCC A I I T I SEC. 405.8 & 505 INSTALL RAMPS & LANDINGS AS REQ'D TO ACCESS PARKING I� A�-MIN. 5-O LANDING & BETWEEN BUiLPING5, TYP. A2.0PER iCC A117.1 SEC. 405; VAN AC $$ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROVIDE EDGEPROTECTION I PER DETAILS THiS SHT. SEE Al E L 03 ALSO SiTE & CNiL PLANS SEE TE & CiViL PLANS CL o 1 q 71-101/2" - -- --------- 1 I (VERIFY) o A I g I 1 w I LDw I PROVIPq ACCESSIBLE THRESHOLD �" I o I PER DETAILS, THiS SHEET o2 1 EX PORCH ROOF I� 18" BEAMS & POSTS I I L-----I--J I I I I I I TO REMAIN i FILL DOOR I I I OPENING PER OPEN INSTALL NEW WALL PET. 2/A2.0 HEATERS (TO BE I SPECIFIED iN DEFERRED T r- - - ELECTRICAL PERMIT) I 1 INSTALL (1) 2A RATED DETACHED A TYP. DOOR NOTES @ DET. OFFICE: FiRE EXTINGUISHER - RE -FRAME EX DOOR5 @ RAISED FLR. I OR VERIFY EX - MAX. OFFICE B I PER PET. 2/A2.0 (ADDED iNSUL. @ FLR) - TRAVEL DISTANCE TO LVT I RAISE EX. HEADER, OR INSTALL NEW DBL FE: 75' 2X8 HDR F/E - VERIFY EX DOORS MEET MiN. U-VALUE EX 42" DR OF 0.6; OR PROVIDE REPLACEMENT DOOR TO CONFORM, TYP. - SEE DOOR SCHED. TH15 SHT. FOR MFR. & MAT. INFO 1 I 10'-01/2" 11 1 C L (VERIFY) H I 1 -------------, J - - - - - - - - - - - - - - - - - - - - - - - - - - - +/-5 7/8" ZA EX. BLDG OVERLAY A2.0 10'-0" STREET SETDACK �APPROX. P.L. (SEE 51TE & CiViL PLANS) i I FLOOR PLANS VAN ACCESS PARKING SEE SiTE & CiViL PLANS DOOR SIGNAGE LEGEND 0 TACTILE EXiT SiGNAGE WiTH RAISED CHARACTERS AND BRAILLE PER i13C 1013.4 AND iCC A117.1 SEC. 705.5 & 705.4. - BRAILLE SHALL BE GRADE 2 & LOCATED BELOW RAISED CHARACTERS - WALL SiGNAGE SHALL BE POSITIONED 50 THAT TEXT & BRAILLE 15 48" MiN. AND 60" MAX. A.F.F. - SiGNAGE SHALL BE LOCATED ALONG THE LATCH SiDE OF THE DOOR. iF THERE i5 NO ROOM, iT SHALL BE LOCATED AT THE NEAREST ADJACENT WALL © READILY Vi5113LE AND DURABLE SiGN POSTED ON THE EGRESS SiDE ON OR ADJACENT TO EXTERIOR DOORS STATING THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" - EV READY PARKING STALL EV INSTALLED PARKING STALL EV PARKING SEE SiTE & CiViL PLANS 2018 WSEC TABLE C406.1 EFFICIENCY PACKAGES COMPLIANCE TABLE (REQUIRED FOR COMMERCIAL DUiLPING CHANGE -OF -USE) MAiN BUILDING MiN. 3 CREDITS REQUIRED (PER EXC. 2, COND. FLOOR AREA < 1,000 SF) CODE SECTION CREDITS #3 C406.3.2 - REDUCED LTG POWER 4.0 TOTAL CREDITS PROVIDED: 4.0 DETACHED OFFICE MiN. 3 CREDITS REQUIRED (PER EXC. 2, COND. FLOOR AREA < 1,000 SF) CODE SECTION CREDITS #3 C406.3.2 - REDUCED LTG POWER 4.0 TOTAL CREDITS PROVIDED: 4.0 NOTES; 1) REFER TO SHT. E1.0 FOR MORE INFO ON TOTAL ALLOWED DESIGNED LIGHTING POWER. 2) "D.O.A.S." = DEDICATED OUTDOOR AiR SYSTEM. SYSTEM TO BE SPECIFIED iN DEFERRED MECHANICAL PERMIT. SCALE:1/4" - 1'-O" NOTES: 0 EXISTING WALLS 1. ALL PIMEN51ONS ARE GIVEN TO THE FACE OF STUD UNO. ® NEW WALLS 2. ALL DOOR AND WiNDOW DIMENSIONS ON THi5 PLAN ARE ROUGH OPENING SIZES, LINO. 3. INSTALL NEW ELECTRIC WALL HEATERS PER MFR REQUIREMENTS TO REPLACE EXISTING. CONTRACTOR TO CONFIRM VENTILATION RATES MEET MiNiMUM REQUIREMENTS. 4. CONTRACTOR TO VERIFY LOCATION OF UTILITIES PRIOR TO CONSTRUCTION START 5. PROVIDE NEW FiRE EXTINGUISHERS OF CLASS AND TYPE REQUIRED DY FiRE MARSHALL. INSTALL FiRE EXTINGUISHERS iN APPROVED WALL CUBBiES. 6. VERIFY LOCATION OF EX15T ELECTRICAL OUTLETS AND PROVIDE NEW OUTLETS AS REQUIRED. CONTRACTOR TO VERIFY ADEQUATE POWER SUPPLY AT EXISTING ELECTRICAL PANEL. VERIFY THE ADDITION AND LOCATION OF ALL NEW CIRCUITS AND ELECTRICAL OUTLETS SERVING NEW EQUIPMENT AND APPLIANCES WiTH CLIENT. 7. STRUCTURAL ELEMENTS, FIXTURES, OR FURNISHINGS SHALL NOT PROJECT HORIZONTALLY MORE THAN 4" OVER ANY WALKING SURFACE BETWEEN THE HEIGHT OF 27" AND 80" ABOVE THE WALKING SURFACE. SECTION 1003.3.3. N DOOR SCHEDULE ID R.O. DIMENSIONS *SEE NOTE 1 DOOR LEAF DIMENSIONS TYPE THICK AREA (SF) NOTES U-VAL WIDTH HEIGHT W HT MAiN FLOOR 01 3'-2" 6-101/2" 3'-0" 6-8" SWING 1 O'-1 3/4" 20.00 ADA THRESHOLD 0.60 02 3'-2" 6-101/2" 3'-0" 6-8" SWING 1 0-1 3/4" 20.00 ADA THRESHOLD 0.60 03 3'-2" 6-101/2" 3'-0" 6-8" SWING 2 0'-1 3/8" 0.00 04 3'-2" 6-101/2" 3'-0" 6-8" SWING 2 0'-1 3/8" 0.00 05 3'-2" 6-101/2" 3'-0" 6-8" SWING 2 0'-1 3/8" 0.00 TOTAL EXTERIOR AREA: 40.00 MANUFACTURER: INTERIOR: SWING SOLID CORE SLAD DOOR U.N.O, INSTALL PER MFR EXTERIOR: SWING SOLID CORE SLAB DOOR U.N.O., INSTALL PER MFR NOTES: 1. ALL HARDWARE (NEW AND EXISTING) REQUIRED TO BE EASY TO GRA51- WiTH ONE HAND AND NOT REQUIRING TIGHT GRASPiNG, PINCHING, OR TWISTING OF THE WRIST TO OPERATE PER iBC 1010.1.9.1/iCC o A117.1-2009 SECTION 404.2.6. N '� N 2. ALL ACCESSIBLE DOOR THRESHOLDS SHALL COMPLY WiTH iCC A117.1-2009 SEC. 404.2.4. THRESHOLDS w w SHALL NOT EXCEED 1/2" iN HEIGHT, OR 3/4" iN HEIGHT WHERE A 1:2 BEVELED EDGE NOT EXCEEDING 1/4" iN �.\\ HEIGHT 15 PROVIDED. SEE THRESHOLD DETAILS, THiS SHEET. 3. MAiN EXTERIOR DOORS ARE PERMITTED TO HAVE KEY -OPERATED LOCKING DEVICE FROM THE EGRESS SiPE PER iBC 1010.1.9.4.2. LOCKING DEVICE SHALL BE READILY DISTINGUISHABLE AS LOCKED, AND DOOR LOCKING SiGNAGE SHALL BE PROVIDED AT EACH DOOR PER SiGN LEGEND, THiS SHEET (SIGN 'B'). PER SCHED PER SCHED. 4. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION. 6. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS. SWiNG 1 SWiNG 2 WINDOW SCHEDULE ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER AREA (SF) NOTES U-VAL WIDTH HEIGHT MAiN FLOOR 01 4'-8" 5'-0" 6-21/2" A P 23.30 TEMPERED 0.38 02 6-01" 3'-0" 6-101/2" B H.S. 18.00 0.38 03 6-01" 3'-0" 6-101/2" B H.S. 18.00 0.38 04 6'-0" 3'-0" 6-101/2" B H.S. 18.00 0.38 TOTAL EXTERIOR WiNDOW AREA: 77.30 NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER MANUFACTURER: ANDERSEN OR SiM./ FIBERGLASS, VINYL, OR SELECTED NOTES: 1. ADD 1/2" TO THE BOTTOM OF THE ROUGH OPENING, UNLE55 NOTED OTHERWISE FOR INSTALLATION OF BEVEL SiLL 1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS 2. SEE ELEVATIONS FOR CONFIGURATION 3. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION 4. VERIFY EXISTING ROUGH OPENINGS WHERE WINDOWS ARE BEING REPLACED iN THE EXISTING OPENINGS PRIOR TO ORDERING THE WINDOWS 5. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS 6. TRANSLUCENT GLASS TO BE SATIN ETCH. PROVIDE GLASS SAMPLE TO OWNER/ARCH FOR APPROVAL PRIOR TO ORDERING 7. ALL WINDOWS iN SHOWERS TO BE VINYL, FIBERGLASS OR RATED FOR USE iN WET LOCATION. VERIFY CONFIGURATION OF SHOWER WINDOWS WiTH OWNER PRIOR TO ORDERING. 8. U-VALUE OF WINDOWS AS REQUIRED PER WSEC TABLE C402.4. Curb (a) EDGE PROTECTION REQUIRED AT ALL RAMPS WiTH A VERTICAL DROP-OFF AT SIDES OF MORE THAN 1/2" PER iCC A117.1 SEC. 405.9 4 min 100 Barrier prevents passage of 4 inch (100 mm) sphere with any portion within 4 inch (100 mm) of floor. Barrier (b) RAMP EDGE PROTECTION N.T.S. FIG. 303.2 VERTICAL CHANGES IN LEVEL "2 max 13 4 max. 6.4 (a) 1/4 _ 1/2 6.4 - 13 2 1� (b) FIG. 303.3 BEVELED CHANGES IN LEVEL THRESHOLD DETAILS 8 min 205 11 min 28r KNEE & TOE CLEARANCE N.T.S. LAVATORY DETAILS (EY A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE S.H. = SINGLE HUNG H = HOPPER A B 6 max 150 39-41 990 - 1040 9 54 min E v 230 12 max 1370 °0 305 42 min 1065 Section 609 4 c WATER SUPPLY AND DRAINPIPES UNDER SINKS SHALL BE INSULATED TO PROTECT AGAINST CONTACT LAVATORY SHALL HAVE KNEE & TOE CLEARANCE PER A117.1 SEC. 306, SEE DETAILS THiS SHEET 36 min 915 12 min 24 min 305 610 � v cO `n o cM 0) W O r� o M 00 BATH GRAB BAR DETAILS N.T.S. i LiJ C� G Q Cv G 0') 00 O') O Q U N � 0 U) z z Q O J TLLI Q O \ N Q 00 s�1s REGISTERED ARCHITECT X��' Gam. HEIDI MICHELLE HELGESON STATE OF WASHINGTON rM to"% I "I H 2 D A R C H I T E C T U R E D E S I IS N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darc h i tects.c om DATE: 6/17/2022 REV 1: 3/10/2023 REV 2: 6/22/2023 PERMIT SET FLOOR PLANS, DOOR AND WINDOW SCHEDULES RESUB Jun 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.2 N.T.S. N.T.S. EX. WALL & ROOF STRUCTURE, EXT. WINDOWS & DOORS, AND EXT. SiDiNG TO REMAIN U.N.O., TYP. FiN. GRADE NORTH ELEVATION - MAIN BUILDING SCALE:1/4" = T-0" EX. WALL & ROOF STRUCTURE, EXT. DOORS, — — — AND EXT. 51DiNG TO / REMAIN U.N.O., TYP. FiN. GRADE PER CiOL —EX PORCH ROOF & STRUCTURE TO REMAIN EAST ELEVATION - DETACHED OFFICE SCALE:1/4" = 1'-0" EX. EX UNDER - FLR VENT REMOVE EX. GARAGE DOOR AND iNFiLL PER PET. 1/A2.0, NEW PICTURE WINDOW, AND NEW DOOR PER PLANS AND SCHEDULES ON SHEET A2.1 EX ROOF ELEV 420.9 FiN. GRADE PER CiViL EX FL ELEV L 408.7' NORTH ELEVATION - DETACHED OFFICE SCALE:1/4" = T-0" EX. WALL & ROOF STRUCTURE, EXT. DOORS, AND EXT. SiDiNG TO REMAIN U.N.O., TYP. FiN. GRADE PER CiViL EXPAND & ENLARGE EX WINDOW OPENING FOR NEW WINDOW EX ROOF ELEV 420.9 �Y CV Ln + LEX PLATE 01 FiN. GRADE N PER CiViL rn + EX FL ELEV 407.9 FiN. GRADE PER CiViL EX. WALL & ROOF STRUCTURE, EXT. WINDOWS & DOORS, AND EXT. SiDiNG TO REMAIN U.N.O., TYP. SOUTH ELEVATION - MAIN BUILDING SCALE:1/4" = T-0" **NO CHANGES f ROFOSED AT EAST OR WEST MAiN 51JILPING ELEVATIONS** NEW ROOF JACK, OR VERIFY EX EXHAUST VENTS TO MEET MiN VENTILATION REQUIREMENTS @ DETACHED OFFICE ATTIC ATTiC VENTILATION NOTES: TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL TO 1/30015 PERMITTED PROVIDED THAT AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATORS LOCATED iN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3' ABOVE THE EAVE VENTS WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY THE EAVE VENTS. TOTAL ATTiC AREA = 471.1 SF / 300 REQUIRED VENTILATION =1.57 5F OR 226 5.1. - MiN. 40% (90.4 5.1.) / MAX. 50% (113 5.1.) UPPER - MiN. 60% (135.6 5.1.) LOWER VENTING TO BE PROVIDED (INSTALL NEW OR VERIFY EXISTING MEETS MiN. REQ'S) EAVE INTAKE VENTING: (3) 2.25" DIAMETER CIRCLE = 12 50, iNCHES AREA PER BAY (12 BAYS MiN. =144 5.1.) RIDGE EXHAUST VENTING: ROOF LOUVER 16" SQ. = 50 5.1. NFA EA. QTY REQUIRED: 2 =100 5.i. EX ROOF ELEV 420.9 EX PLATE FiN. GRADE PER CiVIL EX FL ELEV ,L408.7' EX ROOF ELEV 420.9 EX PORCH ROOF _ & STRUCTURE TO REMAIN IT t EX PLATE EX DOOR LANDING TO REMAIN FiN. GRADE PER CiViL— REQ'S PER NOTES, THiS 5HT� ATTIC �— I\V✓✓L✓ EX. ROOF TRUSSES, SEE PET. 2/A2.0 OFFICE EX. 2x WOOD STUD WALLS TO REMAIN - FURR A5 NECESSARY FOR INSULATION, SEE PET. 2/A2.0 + EX. CONC. SLAB -ON -GRADE TO REMAIN, APPLY RiGiD INSULATION FLOORING, SEE PET. 2/A2.0 A2.0 BLDG. SECTION - DETACHED OFFICE SCALE:1/4" = 1'-0" EXISTING ROOF/CEILING ASSEMBLY, ADD INSULATION AND CEILING FiNiSH PER DETAIL I I EXISTING EAVE PER DETAIL FiN. GRADE - _za > EX FL ELEV ,4087 TYP EX EXTERIOR WALL ASSEMBLY -EX SiDiNG; PATCH TO MATCH 9 AREAS OF ALTERATION -EX BLDG PAPER OR HENRY 13LUESKiN VP100 BLDG WRAP -EX SHEATHING OR CDX PLY TO MATCH EX THICKNESS -EX 2x4 WOOD STUDS Ca 16" O.C., TYP. -NEW R-21 RIGID INSULATION -NEW 1/2" GWB 9 INTERIOR -PVA PRIMER TYP EX S.O.G. ASSEMBLY NEW LVT FLOORING -NEW 3/4" PLY SUB -FLOOR (PROVIDING LEVELING @ SLOPED SLAB) -NEW (2) LAYERS 1" RiGiD FOAM INSULATION BOARD (COMPRESSION GRADE) OR SiM., MiN. R-10 TOTAL VALUE -NEW VAPOR BARRIER OVER SLAB* -EXISTING CONCRETE SLAB ON GRADE -EXISTING SUBGRADE (EX DOORS Cad EXT. WALLS WiLL NEED TO BE RAISED FOR HIGHER THRESHOLDS) EX15TiNG FOOTING DRAIN (VERIFY) *VAPOR BARRIER MAY BE ELIMINATED IF RiGiD INSULATION INCLUDES VAPOR BARRIER FACING TYP EAVE ASSEMBLY 1.4-0" EX PORCH POST /—TO REMAIN EX. EX. �WiDEN EX DOOR OPENING FOR NEW DOOR AND iNFiLL REMAINING PER DETAIL 1/A2.0 - RE- P05iTiON EX HDR OR PROVIDE NEW DBL 2X8 NEW EXTERIOR ACCESS113LE RAMP PER SiTE & CiViL PLANS STRUCTURE, EXT. DOORS, — — . — AND EXT. SiDiNG TO REMAIN U.N.O., TYP. REMOVE EX. GARAGE DOOR AND iNFiLL PER PET.1/A2.0 _(EX 51DiNG MAY BE RE_USED)� FiN. GRADE PER CiViL EX ROOF ELEV 420.9 TE EX FL ELEV 407.9' EX ROOF ELEV -420.9 WEST ELEVATION - DETACHED OFFICE SCALE:1/4" = T-0" **NO CHANGES PROPOSED AT REMAINING DETACHED OFFICE ELEVATION5** EX ATTiC ROOF ASSEMBLY BAFFLE FOR 2" MiN. AiR SPACE R-49 GATT OR BLOWN-iN iN5UL. (RIGID INSULATION AT PERIMETER A5 REQ'D) NEW 5/8" GWB 9 CEILING W/ PVA PRIMER FINISH EX EAVE FRAMING EX METAL DRiP EDGE EX METAL GUTTER EX WD FASCIA (3) 2.25" DIAMETER HOLES PER BAY W/ NON -CORROSIVE INSECT SCREEN (VERIFY EX.) - SEE ATTiC VENTILATION NOTES, THiS SHEET TYP EXTERIOR WALL ASSEMBLY EX FL ELEV 408.7' 1/2" GWB, TYP. WHERE REQUIRED: R-21 GATT INSULATION @ ALL EXPOSED 2X6 STUD BAYS AND/ OR R-15 H.D. GATT AT ALL EXPOSED 2X4 STUD BAYS (R-21 RIGiD iNSUL. 0 2X4 STUD BAYS WHERE NOTED) - AT NEW EXT. WALL iNFiLL: R-21 GATT C@ 2X6 FRAMING OR R-21 RiGiD INSULATION 0 2X4 FRAMING 2x STUDS 916" O.C. (MATCH EX. WALL THICKNESS, U.N.O.) EXT. WALL SHEATHING, OR NEW CDX PLY SHEATHING, THICKNESS TO MATCH EX. mffil EXT. SiDiNG TO MATCH EXISTING i W Q = CV c � co w 0')0) O j U N >U) 0 Cn 0 Z z Q O J r n C) O \ /< N 00 C'M 9716 REGISTERED ARCHITECT xlz�w Gam. - HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darc h i tects.c om DATE: 6/17/2022 REV 1: 3/10/2023 REV 2: 6/22/2023 PERMIT SET EXTERIOR ELEVATIONS, BUILDING SECTIONS, AND DETAILS RESUB Jun 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SOUTH ELEVATION - DETACHED OFFICE SCALE:1/4" = T-0" TYP. EXTERIOR WALL DETAIL @DETACHED OFFICE SCALE: 1/2" = T-O" TYP. EXT. WALL I N F I LL DET. SCALE: 1" = 1'-0" A2.0 General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018 EDITION). 2. DESIGN LOADING CRITERIA: OFFICES FLOOR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . 50 PSF FLOOR CONCENTRATED LOAD . . . . . . . . . . . . . . . . . . . .2000 LBS ROOF ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF DEFLECTION CRITERIA LIVE LOAD DEFLECTION . . . . . . . . . . . . . . . . . . . . . . L/360 TOTAL LOAD DEFLECTION . . . . . . . . . . . . . . . . . . . . . . L/240 ENVIRONMENTAL LOADS SNOW . . . . . . . Ce=1.0, Is=1.0, Ct=1. 0, Cs=1.0, Pg=20 PSF, Pf=25 PSF WIND . . . . GCp i =0. 18, 98 MPH, RISK CATEGORY II, EXPOSURE "B", Kz t=1. 0 EARTHQUAKE . . . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS, Vs=1.8 KIPS SITE CLASS=D, Ss=129, Sds=103, S1=45, SD1=84, Cs=O. 158 SDC D (DEFAULT), I e=1. 0, R=6. 5 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS 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 TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 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. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. 9. ALL STRUCTURAL SYSTEMS, WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. GEOTECHNICAL 12. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. ALLOWABLE SOIL PRESSURE . . . . . . . . . . . . . . . . . . . . . .1500 PSF RENOVATION 13. 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. 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. 14. 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 NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. 15. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. ANCHORAGE 16. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2" WEDGE ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE, HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. 17. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508. MINIMUM BASE MATERIAL TEMPERATURE IS 50 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD INSTALLATIONS. 18. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "AT-XP" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH IAMPO REPORT NO. ER-0281. MINIMUM BASE MATERIAL TEMPERATURE IS 14 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD INSTALLATIONS. 19. CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "TITEN HD" HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2713 (CONCRETE), NO. ESR-1056 (CMU), INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED. WOOD 20.FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD No. 17, GRADING RULES FOR WEST COAST LUMBER, 2018, OR WWPA STANDARD, WESTERN LUMBER GRADING RULES 2017. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2 AND BEAMS MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) DOUGLAS FIR -LARCH NO. 1 QUALITY ASSURANCE MINIMUM BASE VALUE, Fb = 1000 PSI 10. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT BEAMS (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING MINIMUM BASE VALUE, Fb = 1350 PSI CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND POSTS (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND MINIMUM BASE VALUE, Fc = 1350 PSI TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. (6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fc = 1000 PSI EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER EPDXY GROUTED INSTALLATIONS PER MANUFACTURER STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR -LARCH NO. 2 OR HEM -FIR NO. 2 PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH 21.GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND REQUIREMENTS. ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA IDENTIFICATION CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA CERTIFICATE OF REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv =265 PSI. ALL CANTILEVERED BEAMS SHALL BE 11. UNLESS OTHERWISE NOTED, THE FOLLOWING ELEMENTS COMPRISE THE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 265 PSI. CAMBER ALL SEISMIC -FORCE -RESISTING SYSTEM AND ARE SUBJECT TO SPECIAL INSPECTION FOR SIMPLE SPAN GLULAM BEAMS, WITH SPANS OVER 30', TO 3,500' RADIUS, UNLESS SEISMIC RESISTANCE IN ACCORDANCE WITH SECTION 1705.12 OF THE INTERNATIONAL SHOWN OTHERWISE ON THE PLANS. BUILDING CODE. A. STRUCTURAL WOOD SHEAR WALL SYSTEMS REQUIRE PERIODIC INSPECTION FOR FIELD GLUING, NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC FORCE, RESISTING SYSTEM INCLUDING SHEAR WALLS, DIAPHRAGMS, DRAG STRUTS, BRACES AND HOLDOWNS. 22. MANUFACTURED LUMBER, PSL, LVL, AND LSL SHOWN ON PLAN ARE BASED PRODUCTS MANUFACTURED BY THE WEYERHAEUSER CORPORATION IN ACCORDANCE WITH ICC-ES REPORT ESR-1387. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2. OE WS) Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI LVL (2.OE-2600FB WS) Fb = 2600 PSI, E = 2000 KSI, Fv = 285 PSI LSL (1.55E) Fb = 2325 PSI, E = 1550 KSI, Fv = 310 PSI ALTERNATE MANUFACTURED LUMBER MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE MANUFACTURER'S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST HANGERS AND OTHER HARDWARE SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND HARDWARE SHALL SUBMITTED FOR REVIEW AND APPROVAL. SUBSTITUTED ITEMS SHALL HAVE ICC-ES REPORT APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 23. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 24. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 25. PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD U1 TO THE USE CATEGORY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA UC3B. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC4B. 26. FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE NOTED. WOOD TREATMENT CONDITION PROTECTION HAS NO AMMONIA CARRIER INTERIOR DRY G90 GALVANIZED CONTAINS AMMONIA CARRIER INTERIOR DRY G185 OR A185 HOT DIPPED OR CONTINUOUS HOT -GALVANIZED PER ASTM A653 CONTAINS AMMONIA CARRIER INTERIOR WET TYPE 304 OR 316 STAINLESS CONTAINS AMMONIA CARRIER EXTERIOR TYPE 304 OR 316 STAINLESS AZCA ANY TYPE 304 OR 316 STAINLESS INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%. WOOD MOISTURE CONTENT IN OTHER CONDITIONS (INTERIOR WET, EXTERIOR WET, AND EXTERIOR DRY) IS EXPECTED TO EXCEED 19%. CONNECTORS AND THEIR FASTENERS SHALL BE THE SAME MATERIAL. COMPLY WITH THE TREATMENT MANUFACTURERS RECOMMENDATIONS FOR PROTECTION OF METAL. 27. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019. 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 FOR MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITS" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS CONNECTED. 28. 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 BOX 3-1/2" 0.135" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. 29.NOTCHES AND HOLES IN WOOD FRAMING: A. NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN JOISTS SHALL NOT EXCEED ONE -SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. HOLES BORED IN SOLID SAWN JOISTS AND RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE JOIST. B. IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS PERMITTED TO BE BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. C. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE NOTED. 30. 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, THE AITC "TIMBER CONSTRUCTION MANUAL" AND THE AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304. 10. 1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. ALL 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 @ 12" O.C.. LAP TOP PLATES AT JOINTS A MINIMUM 4'-0" AND NAIL WITH TWELVE 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON -CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0" ON -CENTER EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON -CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8" ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES)AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" ON -CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL 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 BETWEEN RAFTERS AND JOISTS AT ALL BEARING POINTS WITH A MINIMUM OF (3) 16d TOE NAILS EACH END. TOE -NAIL 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 16d @ 12" ON -CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON -CENTER, MINIMUM TWO NAILS PER BLOCK, UNLESS OTHERWISE NOTED. 7�T�AL ENGINEEMNS SEATTLE 2124 Third Avenue, Suite 100 Seattle, WA 98121 TACOMA 934 Broadway, Suite 100 Tacoma, WA 98402 CENTRAL WASHINGTON 206.443.6212 414 N Pearl Street, Suite 8 ssfengineers.com Ellensburg, WA 98926 Copyright 2022 Swenson Say Faget - All Rights Reserved DESIGN: JDT DRAWN: JDT CHECKED: JDT APPROVED: KMR REVISIONS: D� PROJECT TITLE: Avid Landscape Mgmt 7328 210th Street Southwest Edmonds, Washington 98026 ARCHITECT: H2D Architecture + Design 23020 Edmonds Way, #113 Edmonds, Washington 98020 www.h2darchitects.com IS Permit SHEET TITLE: General Structural Notes DATE: RVE8UB23 PROJECT N0: ' 891ii -�M-02 r iTv n� rnnnnninc SHEET NO: DEVELOPMENT SERVICES DEPARTMENT S1.1 UCTMAL PLAN NOTES r---------------------------------------------------------------------- -- r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I Ir---------------------------------^-------------------------------- I ' I I I I I I I I I I I I I I I I I I (E) SLAB ON GRADE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _------------------------------------------------------------------------ ' I LEGEND HDU2 rj 2/S4.1 HDU2 (E) CONC. PAD FTG., I I TYP. LINO 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. ; _; STRUCTURAL WALL OR POST ABOVE 2. VERIFY EXISTING CONTINUOUS CONCRETE FOOTING AROUND THE PERIMETER OF THE EXISTING STRUCTURE. 3. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL HAVE CONTINUOUS FULL BEARING THROUGH FLOORS TO THE FOUNDATION. 0 EXISTING STEM WALL AND FOOTING 4. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 0 HDUx HOLDOWN PER 4/S4.1 FOUNDATION PLAN 206.443.6212 ssfengineers.com SEATTLE 2124 Third Avenue, Suite 100 Seattle, WA 98121 TACOMA 934 Broadway, Suite 100 Tacoma, WA 98402 CENTRAL WASHINGTON 414 N Pearl Street, Suite 8 Ellensburg, WA 98926 Copyright 2022 Swenson Say Faget - All Rights Reserved DESIGN: JDT DRAWN: JDT CHECKED: JDT APPROVED: KMR REVISIONS: DPD: PROJECT TITLE: Avid Landscape Mgmt 7328 210th Street Southwest Edmonds, Washington 98026 ARCHITECT: H2D Architecture + Design 23020 Edmonds Way, #113 Edmonds, Washington 98020 www.h2darchitects.com IS SHEET TITLE: SCALE: Permit Foundation Plan 1/4" = 1'-o" U.N.O. DATE: RESUB23 PROJECT NO: Jun 22 L�� -01 XXXXX- lJ � rlTv nc cnnnnnlnc SHEET NO: DEVELOPMENT SERVICES DEPARTMENT S2,el RUCTMAL SHEATHE AND NAIL ALL (N) EXTERIOR SURFACES PER W6, TYP. UNO PLAN NOTES (E) HDR (N) (2)2x8 HDR, TYP. HDR 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. NEW HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE (2)2x8 MINIMUM. PROVIDE (2) TRIMMER STUDS (MINIMUM) AT EACH END OF ALL HEADERS UNLESS NOTED OTHERWISE ON PLANS. SEE DETAIL 6/S4.1 FOR TYPICAL INSTALLATION. 3. W # INDICATES NEW SHEAR WALL. SEE 8/S4.1 AND 12/S4.1 FOR CONSTRUCTION REQUIREMENTS. 4. ALL NEW EXTERIOR SURFACES SHALL BE W6, UNLESS NOTED OTHERWISE ON PLANS. 5. SPLICE ALL NEW TOP PLATE SPLICES PER DETAIL 10/S4.1. 6. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. (E) POST (E) RAFTERS I (E) BEAM (E) BEAM (E) POST r- I 1 (E) POST (E) BEAM ®� (E) POST LEGEND 0 ® NEW STRUCTURAL WALL OR POST BELOW 0 ® EXISTING STRUCTURAL WALL OR POST BELOW SPAN DIRECTION <e> EXTENT OF FRAMING NEW HEADER OR BEAM EXISTING HEADER OR BEAM Wx SHEARWALL PER 8/S4.1 AND 12/S4.1 ROOF FRAMING PLAN SEATTLE 2124 Third Avenue, Suite 100 Seattle, WA 98121 TACOMA 934 Broadway, Suite 100 Tacoma, WA 98402 CENTRAL WASHINGTON 206.443.6212 414 N Pearl Street, Suite 8 ssfengineers.com Ellensburg, WA 98926 Copyright 2022 Swenson Say Faget - All Rights Reserved DESIGN: JDT DRAWN: JDT CHECKED: JDT APPROVED: KMR REVISIONS: DPD: PROJECT TITLE: Avid Landscape Mgmt 7328 210th Street Southwest Edmonds, Washington 98026 ARCHITECT: H2D Architecture + Design 23020 Edmonds Way, #113 Edmonds, Washington 98020 www.h2darchitects.com IS Permit SHEET TITLE: Roof Framing Plan SCALE: 1/4" = 1'-o" U.N.O. DATE: R1E8UB23 PROJECT NO: Jun 22 XXXXX-l1 L�3-01 rit t rnnnnninc SHEET NO: DEVELOPMENT SERVICES DEPARTMENT S2*2 ASSUMED NAILING HOEDOWN (where occurs) (E) TRUSSES AND HOEDOWN POST EDGE NAIL PER PER SCHEDULE II PER PLAN W/ T.R. PER PANEL EDGE NAILING OVER SW SCHEDULE HOLDOWN SCHEDULE HOLDOWN STUDS/POST LSHEATHING HDU HOEDOWN II I FRAMING CONT. PROVIDE 1/4"x3"x3" STEEL UPGRADE (E) WALL TO (E) FASCIA X, X WHERE OCCURS PLATE WASHER @ NEW SILL SHEARWALL PER PLAN SHEARWALL PER PLAN II PLATE ANCHORAGE ASSUMED NAILING' _� NAILING PER SHEARWALL °° (E) SILL PLATE WITH EXP. SCHEDULE ° ° I� i a ° ° ° EPDXY EMBED ALL —THREAD BOLT PER SHEARWALL a° I;;I ° a PER SCHEDULE SCHEDULE (E) SLAB ON GRADE i iZ, Q d.. t ° INSTALL T.R. @ SLIGHT n ANGLE TO ACHIEVE EDGE DISTANCE ,IG4 d / / \/\/\/\/\/\ / /� Holdown Schedule /\//\//\//\//\ .�/.W/.�/.�/.�/\/ 'll' ; ; a ,//\/ A35 PER SHEARWALL Plan Threaded T.R. Holdown Post 1 2314 \ (E) CONC. STEM WALL SCHEDULE Mark Screws Rod Embed if 2x4 if 2x6 �/ \ � min. �, a/ AND FTG. (E) RAFTERS AND NAILING PER SHEARWALL HDU2—SDS2.5 (6)SDS �/4"x2l/2" 5/s"0 12" (2) 2x4 (2) 2x6 I.\\j/\� _ �j\; ., SHEATHING SCHEDULE /\\/ /\/\\• (E) LEDGER UPGRADE (E) WALL TO HDU4—SDS2.5 (10)SDS 1/4"x2l/2" 5/8"0 16" 44 46 ° SHEARWALL PER PLAN » HDU5—SDS2.5 (14)SDS 1/4 x2l/2 5/8 0 20 46 46 Y"\�\j�\j�\j�\j�\j�\�\j (1 MINIMUM SIZE OF POST AT END OF WALL UNLESS OTHERWISE NOTED ON FRAMING PLANS. • ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. 1 OR STAINLESS STEEL PER GENERAL NOTES 2 3 T ical HDU Holdown "T yp PANEL EDGE NAILING OF SHEARWALL BELOW PROVIDE 4x JOIST OR BLKG. @ SHEARWALLS ABOVE W/ EDGE (4)8d INTO BLOCKING NAILING CLOSER THAN 4"oc EA. BLOCK TYP. DOUBLE TOP PLATE BTWN. JOISTS i JOISTS PER PLAN (1) JOIST BAY OF TOP PLATE CONNECTION 2x BLKG. @ 48"oc i W/ A35'S A35 (at exterior walls only) OMIT @ HEADERS < 6'-0" (2)16d TOE NAILS (2)16d TOE NAILS EA. JOIST PANEL EDGE NAILING EA. BLOCK (6)16d SHEATHING PANEL JOINT 2x BLOCKING W/ PANEL EDGE NAILING 2x BLOCKING TYP. STUDS BEAM OR HEADER BTWN. STUDS BOTTOM PLATE CONNECTION BTWN. STUDS PER PLAN PANEL EDGE NAILING PROVIDE (2) BEARING STUDS U.O.N. Bearing Wall Non —Bearing Wall NOTE: 5 6 SEE SHEARWALL SCHEDULE FOR ALL NAILING AND Q CONNECTIONS, NOT OTHERWISE NOTED Typical S Typical yP Header Support w/2 PP Bearing Studs 9 edP§�r (McLi%Vistruction V Shearwall Schedule 000©o® Panel Edge Top Plate Connection Base Plate Connection Mark Sheathing SAWN OR MFR. 16d NAILING Nailing if TJI if Wood O at Wood 95 at Concrete LUMBER. 2x MIN. PER SCHEDULE W6 15/32" CDX PLYWOOD 8d @ 6"oc 16d @ 6"oc A35 @ 24"oc o 16d @ 6"oc 5/8"0 A.B. @ 48"oc SEE NOTES FOR ADDITIONAL 2x NAILER " �o " 5 W4 15/32 CDX PLYWOOD 8d @ 4 oc 16d @ 4 oc A35 @ 16 oc (2)rows 16d @ 6 oc /s 0 A.B. @ 32„ oc TOP CHORD SPLICE REQUIREMENTS 1/2" MAX. TO W3 ® 15/32" CDX PLYWOOD 8d @ 3"oc (2)rows 16d @ 4"oc A35 @ 12"oc @ (2)rows 16d @ 6"oc 5/8"0 A.B. @ 24"oc (12)16d @ 4"oc IN 16d NAILING WASHER EDGE OF �� W2 ® 15/32 9 CDX PLYWOOD 8d @ 2 oc (2)rows 16d @ 4 oc A35 @ oc �o (2)rows 16d @ 4 oc 13 5/8 0 A.B. @ 16„ oc (2) ROWS AT EA. SIDE OF SPLICE (2)16d @ EA. STUD, TYP. PER SCHEDULE Detail A Detail C 2W3 05 15/32" CDX PLYWD. EA. SIDE 8d @ 3"oc EA. SIDE n/a A35 @ 6"oc (3)rows 16d @ 4"oc 95/8"0 A.B. @ 16"oc 2W2 05 15/32" CDX PLYWD. EA. SIDE 8d @ 2"oc EA. SIDE n/a HGA10KT @ 8"oc (3)rows 16d @ 4"oc 14 5/8"0 A.B. @ 12"oc 2W2-10(D 15/32" CDX PLYWD. EA. SIDE 10d @ 2"oc EA. SIDE n/a HGA10KT @ 6"oc (4)rows 16d @ 4"oc 14 5/8"0 A.B. @ 12"oc BOTTOM CHORD 3/8" 1/2" (D BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d @ 12"o.c. SPLICE min typ. "� " " '� " (common). O 8d NAILS SHALL BE 0.131 0 x 2 1/2 (common) — 16d NAILS SHALL BE 0.135 0 x 3 1/2 (box) — 10d NAILS SHALL BE 0.148 0 x 3 TYPICAL STUDS W/ O EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. TITEN HD SCREW ANCHORS MAY SPACING PER PLAN _ BE SUBSTITUTED FOR ANCHOR BOLTS W/ 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x 1/4" MIN. PLATE WASHERS. PLATE WASHERS SHALL EXTEND TO PLYWOOD WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C. ® 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. EDGE NAILING i EDGE 2 SEE DETAIL B. WHERE 3x STUDS ARE USED FOR W2, STAGGER NAILS AT ADJOINING PANEL EDGES. OVER EA. STUD o eq. eq. OO 3x FOUNDATION SILL PLATES ARE REQUIRED FOR 2W3 AND 2W2. 3x STUDS ARE REQUIRED AT ABUTTING PANEL EDGES AND PANEL JOINTS L SHALL BE OFFSET EACH SIDE OF WALL. STAGGER NAILS AT ADJOINING PANEL EDGES. 3x STUD, MIN., REQUIRED AT END OF SHEARWALL. © TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SINGLE —SIDED SHEARWALLS. ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. 16d NAILING _ SEE PLANS AND HOLDOWN SCHEDULE FOR ALTERNATE REQUIREMENTS. 4'-0" BETWEEN SPLICES PER SCHEDULE _ (D ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. min. Detail B ® 7/16" O.S.B. MAY BE SUBSTITUTED FOR 15/32" CDX, EXCEPT AT 10d PANEL EDGE NAILING. PLAN VIEW AT ABUTTING PANEL O LTP4's (HORIZONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. SPLICE TO OCCUR AT OF W3 & W2 RIM @EDGES A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. OF VERT. STUD TYP. Detail D @ AT MULTI —ROW NAILING, MINIMUM OFFSET BETWEEN ROWS AND ROW SPACING 1/2", SEE DETAIL D. 12 LVL RIMS PERMITTED AT SINGLE SIDED SHEAR WALLS ONLY. 9 10 13 PROVIDE (3) ROWS 16d @ 6"oc AT LVL RIMS. 14 MINIMUM RIM OR JOIST 31/2" WIDE BELOW SHEARWALL. 12 Typical To yp Plate lice P Splice Shearwall Schedule 206.443.6212 ssfengineers.com LICTLWAL SEATTLE 2124 Third Avenue, Suite 100 Seattle, WA 98121 TACOMA 934 Broadway, Suite 100 Tacoma, WA 98402 CENTRAL WASHINGTON 414 N Pearl Street, Suite 8 Ellensburg, WA 98926 Copyright 2022 Swenson Say Faget - All Rights Reserved DESIGN: JDT DRAWN: JDT CHECKED: JDT APPROVED: KMR REVISIONS: DPD: PROJECT TITLE: Avid Landscape Mgmt 7328 210th Street Southwest Edmonds, Washington 98026 ARCHITECT: 112D Architecture + Design 23020 Edmonds Way, #113 Edmonds, Washington 98020 www.h2darchitects.com IS S' TITLE: SCALE: Permit Wood Framing Details 3/4" = 1'-0" U.N.O. DATE: RESAJB23 PROJECT N0: ' 891ii iffi-02 riTv n� onnnnninc SHEET NO: DEVELOPMENT SERVICES DEPARTMENT S491 ELECTRICAL LEGEND DESCRIPTION MODEL# ** A RECESSED DOWNLiGHT TO BE SELECTED B LED CEILING LIGHT TO BE SELECTED C LED WALL LIGHT TO BE SELECTED D STEP LIGHT TO BE SELECTED E LED UNDER CABINET LIGHT TO BE SELECTED F 50-80-110 CFM SPEED SELECT FAN PANASONiC FV-0511VQC1 OR SiM. * iN INSULATED AREAS USE iC FIXTURES OTHERWISE TC FIXTURES ARE ACCEPTABLE ** SEE NOTES ON PLANS FOR MAXIMUM POWER ALLOWANCE BASED ON 2018 WSEC SEC. C405.4.2 ELECTRICAL SYMBOLS (9-- DUPLEX RECEPT. 0 RECESSED LIGHT (i;-- DUPLEX RECEPT., HALF SWITCH WALL MOUNTED LIGHT P CEILING MOUNTED LIGHT WEATHERPROOF RECEPT. FOURPLEX RECEPT. WALLWASH LIGHT FLOOR RECEPT. RECESSED SPOTLIGHT CEILING/SOFFIT RECEPT. 0 ® 110V SPECIAL PURPOSE 0 CABLE LIGHT ® 220V SPECIAL PURPOSE -------- UNPERCABINET LIGHT TELEPHONE - - - - - UPWARD -DIRECTED STRIP LIGHT Q CABLE TELEV15i0N n-O PICTURE LIGHT 0 DOORBELL CLOSET LIGHT SMOKE DETECTOR CERAMIC SOCKET Q 110V HARDWIRE S.D. INTERCONNECTED WiTH "D ADJUSTABLE FLOODLIGHTS BATTERY BACKUP o FLUORESCENT LIGHT SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR/ TRACK LIGHT O 110V HARDWIRE S.D./C.M.D INTERCONNECTED WiTH STEP LIGHT BATTERY BACKUP ® FAN/LIGHT COMBO -U)- SWITCH ❑F EXHAUST FAN '-lQf,- 3-WAY SWITCH CEILING FAN ° OCCUPANCY SWITCH �-Efl 4-WAY SWITCH DIMMING 3-WAY SWITCH o CiRCUiT BREAKER PANEL 'U�, DiMMiNG SWITCH 0 METER ~ SWITCH W/ PUSHBUTTON TIMER mk EXiT LIGHT '-Idl,- PROGRAMMABLE SWITCH HOSE 13113B (FROST PROOF) o AiR SWITCH FOR G.D. D.5. DOOR SWITCH o- VACUUM OUTLET 0 DOOR CONTACT JUNCTION BOX �N **NETWORK CONNECTION (D] THERMOSTAT 5O SPEAKER © NATURAL GAS STUB GARBAGE DISPOSAL S.L SiTE LIGHT Co SECURITY CAMERA NOTES: OUTLET HEIGHTS FROM SUBFL. TO BOTTOM OF RECEPTACLE. COAX CAT 6 DUPLEX OUTLETS TO BE 12" A.F.F. UNLESS NOTED OTHERWISE CAT 6 CAT 6 **NETWORK CONNECTION TYPICAL CONFIGURATION: ELECTRICAL NOTES: GENERAL NOTES - ALL WORK TO BE INSTALLED iN FULL ACCORDANCE WiTH N.E.C. AND ALL OTHER APPLICABLE REGULATIONS. - PROVIDE WiRiNG FOR ALL EQUIPMENT FURNISHED BY OTHERS AND MAKE ALL FINAL CONNECTIONS. - ELECTRICAL PLANS SHOW LOCATIONS AND TYPE OF LIGHTING FIXTURES; CONTRACTOR TO DETERMINE ARRANGEMENT OF POWER DEVICES, SWITCHING AND CIRCUITING PER CODE REQUIREMENTS, ADDITIONAL DEVICES MAY BE REQUIRED BY CODE. NEW EXTERIOR - LOCATIONS OF ALL OUTLETS TO BE VERIFIED BY CONTRACTOR. WALL SCONCE Cad - ALL OUTLETS iN GARAGES, KITCHENS, BATHS, UTILITY ROOMS, EXTERIOR AND ANY NEW DOOR, ADD OTHER AREAS WiTH PLUMBING TO BE GFi. TO EX EXTERIOR LIGHTING CiRCUiT - DUPLEX RECEPTACLES TO BE MOUNTED 12" ABOVE SUBFLOOR, UNLESS NOTED C2 OTHERWISE. MEASURE OUTLET HEIGHT TO CENTERLINE, TYP.'HM' ON PLANS INDICATES HORIZONTALLY MOUNTED. - LIGHT SWITCHES MOUNTED 48" FROM FLOOR TO TOP OF BOX, UNLESS NOTED OTHERWISE. - PROVIDE TELEPHONE AND CABLE TV WiRiNG AS SHOWN - EXHAUST FANS TO BE CONNECTED TO TIMER- LEViTON LT1360-1LZ 413UTTON COUNTDOWN TIMER SWITCH. SERVICE AND DISTRIBUTION: - FULLY ENCLOSED, EXTERNALLY OPERABLE, CiRCUiT BREAKER TYPE PANEL; PROVIDE COMPLETE INDEX. - ALL EXTERIOR RECEPTACLES AND DEVICES TO BE PROTECTED WiTH GROUND B FAULT INTERRUPTER. WIRING AND CIRCUITS: \� -110/220 VOLT, 3-WIRE SYSTEM; NON-METALLIC SHEATHED CABLE WiTH \\ GROUND THROUGHOUT. \ - MiNiMUM 15 AMP CiRCUiT WiTH 12 GUAGE WiRE FOR KITCHEN CIRCUITS AND \ LAUNDRY ROOM CIRCUITS. \ - KITCHENS TO HAVE (2) SEPARATE POWER CIRCUITS, ALTERNATING CIRCUITS li AT ADJACENT RECEPTACLES. I LIGHTING: 10 - LIGHTING FIXTURE SELECTIONS ARE NOTED ON ELECTRICAL DRAWINGS; REFER TO FIXTURE SCHEDULE FOR SPECIFIC MANUFACTURER AND MODEL NUMBER. FIXTURES NOT SPECIFICALLY DESIGNATED WiLL BE LISTED A5'TO BE SELECTED" AND ALLOCATED AN ALLOWANCE. VERIFY ALL 5UB5TiTUTiON5. - SEE 2015 WSEC LIGHTING NOTES AT BOTH BUILDINGS FOR MiN. W/SF ALLOWANCES. B - PROVIDE OWNER WiTH (4) EXTRA BULBS OF EACH TYPE AND WATTAGE USED , 0- iN HOUSE. - PROVIDE DECORA STYLE RECEPTACLES AT LOCATIONS SHOWN ON EX DRAWINGS; COLOR TO BE WHITE. DIMMER SWITCHES: SEE DRAWINGS FOR 0 W/D LOCATIONS. - VERIFY ALL FIXTURE AVAILABiLiTY AND PRICES PRIOR TO PROCEEDING. - PROJECT CLOSE-OUT DOCUMENTATION i5 REQUIRED INCLUDING WSEC 8 LIGHTING COMPLIANCE REPORTS THAT DOCUMENT ALL INTERIOR AND EXTERIOR LIGHTING AREA AND/OR SURFACE TYPES, LIGHTING POWER ALLOWANCES, AND INSTALLED DENSITIES. SWITCHES: EX - OCCUPANCY SENSOR CONTROLS SHALL BE USED FOR LIGHTING CONTROL WALL EX U.N.O. OCCUPANCY SENSOR SWITCHES SHALL BE CONFIGURED TO HTR WH AUTOMATICALLY TURN LIGHTS OFF WiTHiN 20 MINUTES OF ALL OCCUPANTS ---- LEAViNG THE SPACE AND SHALL BE MANUAL ON. ---- 2018 WSEC SEC C406 EFFICIENCY PACKAGES (REQUIRED FOR COMMERCIAL BUILDING CHANGE -OF -USE) NOTE: POWER ALLOWANCE FOR MAiN BUILDING SHALL BE CALCULATED USING BUILDING AREA METHOD PER 2018 WSEC SEC. C405.4.2.1. MAiN BUILDING WiLL COMPLY WiTH EFFICIENCY PACKAGE CREDIT #3 FROM 2018 WSEC TABLE C406.1, REDUCED LIGHTING POWER - OPTION 2 PER SEC. C406.3.2: - TOTAL CONNECTED INTERIOR LIGHTING POWER CALCULATED iN ACCORDANCE W/ SEC. C405.4.1 SHALL BE 80% OR LE55 THAN THAT SPECIFIED iN TABLE C405.4.2(1) TIMES THE FLOOR AREA FOR THE BUILDING TYPE - PER TABLE C405.4.2(1), TOTAL W/SF FOR "OFFICE" = 0.64 - TOTAL DESIGNED W/5F SHALL NOT EXCEED 0.64 x 80% = 0.512 - THiS CREDIT ALO APPLIES TO DETACHED OFFICE - SEE INFO ON EFFICIENCY CREDITS FOR BOTH BUILDINGS ON SHT. A1.2 EX WALL HTR O3 i I EX RECEPTACLES iN MAiN BUILDING TO REMAIN, TYP. U.N.O. (INSTALL NEW iF REQ'D BY CODE) i i B I i i -60-i° EX ELEC PANEL \ I \ 0 EX REF B I0:1 ELECTRICAL PLAN - MAIN BUILDING SCALE:1/4" = 1'-0" EX,AMEX EXTERIOR WALL SCONCE TO REMAIN, TYP. EX EXHAUST FAN TO REMAIN EX T- STAT VERIFY EX + NEW EXTERIOR FIXTURES Cad MAiN BUILDING & PET. OFFICE PROVIDE ADEQUATE LIGHTING Cad NEW ACCESSIBLE RAMPS AND PARKING VERIFY FIXTURE 9 MAiN BUILDING i5 NOT LOCATED WiTHiN DOOR OR LANDING CLEARANCE (RELOCATE AS NECESSARY) NEW EXTERIOR WALL SCONCE 9 DOOR, ADD C2 TO EX EXTERIOR LIGHTING CiRCUiT (POSITION OUTSIDE DOOR/LANDING CLEARANCE) EX 03� n \ n \\ VERIFY EX + NEW EXTERIOR \ FIXTURES 9 MAiN BUILDING & PET. OFFICE PROVIDE I ADEQUATE LIGHTING 9 I NOTE: SEE 2018 WSEC SEC C406 NEW ACCESSIBLE RAMPS EFFICIENCY PACKAGES NOTE AND PARKING /B B 4 \\ 03 EX VERIFY EX OR INSTALL NEW RECEPTACLES PER CODE, TYP. VERIFY EX OR INSTALL NEW RECEPTACLES PER CODE, TYP. ELECTRICAL PLAN - DETACHED OFFICE SCALE:1/4" = 1'-0" NOTE: 1. CONTRACTOR TO SCHEDULE WALK-THRU WiTH OWNER AND ARCHITECT PRiOR TO ROUGH -IN OF ELECTRICAL TO CONFIRM LOCATIONS OF ALL. 2. VERIFY ALL ELEC RQMT'S FOR SELECTED FIXTURES & APPLIANCES EX WALL HTR �B i 0 EX S.D. EX +42" ° WALL; 0 T ® \ B HTR NEW RECEPTACLE iN REMODELED BATHROOM ON GFCi CiRCUiT N INSTALL 70CFM FAN PER 1MC TABLE 403.3.1.1. VENT TO OUTSIDE, TIMER SWITCH PREP FOR AND INSTALL ELECTRICAL VEHICLE PARKING INFRASTRUCTURE AS REQ'D PER ECDC TABLE 17.115.040 NONRE51PENTiAL USES - MiN. 40% EV CAPABLE SPACES,10% EV INSTALLED SPACES (2 EV CAPABLE, 1 OF WHICH 15 iN5TALLED) - SEE ALSO SiTE AND CiViL PLANS EV-CAPABLE SCOPE: ELECTRICAL PANEL CAPACITY W/ DEDICATED BRANCH CiRCUiT & RACEWAY FROM PANEL TO FUTURE EV PARKING SPACE EVANSTALLED SCOPE: SCOPE FOR EV-CAPABLE PLUS INSTALL LEVEL 2 CHARGING STATION AT PARKING SPACE i W C� G Q (D = c � w 0')� O O j U w N >� 0 U) z z Q O 2i J T_ 0 Q O \ /< N ONO 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 6/17/2022 REV 1: 3/10/2023 REV 2: 6/22/2023 PERMIT SET ELECTRICAL PLANS RESUB Jun 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E1.0 RECEIVED I BLD2023-0312 IVI@r '14 --111 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 210TH ST SW TYPE III LANDSCAPING IN THE STREETSCAPE STREET TREE / PLANTING AREA PER ECDC 26.13, TYP.@ FRONTAGE SPECIES TBD OF BOTH PROPERTIES (5EE AL50 ARCHITECTURAL D CIVIL P AN V L LANS). IDEWALK N - --R L11 ` ` LAWN 0' IF 2] � Approved DFM South County Fire South County F APPROVED BY PLANNING Mar zazozs � 7" FIR [3] Date. 03/29/2023 Y ENGINEERING DIVISION APPROVED AS NOTED PARROTIA PERSICA 'JL COLUMNAR' 10/04/2023 \ O D28 o10THST rn CONVERT (8) 2" Cal. ` E FROM RES. E E TO STREET TREES SHALL D REFER TO BLDG PERMIT \� BE PLACED IN #5LD2022-0610 LOCATION APPROVED --, BY CITY OF EDMONDS --- T! -EN5IANA ENGINEERING (3) G' Mt. INSPECTOR. ROOT BALL SHALL BE ` INSPECTED BY CITY OF ` EDMONDS FIELD ` THUJA PLICATA ' EXCELSA' ARBORIST PRIOR TO (3) G' Ht. PLANTING. PLEASE CONTACT PARKS EX ARAGE JESSE CONVER TO OFFICE ! 4D 5-343-2248. - TREES SHALL BE ACER CIRCINATUM PLACED SUCH THAT ` (2) G' Mt. THERE IS A MINIMUM OF 5' HORIZONTAL SEPARATION BETWEEN THE TREES AND -4 UTILITIES. STREET TREES SHALL = l HAVE A WATERING BAG y------ C 21„ mC FIR I R N 8: - 1 10„ � I ASH — � � I ` 28. FI [1 ] it z � ry rn %' 21019 7�TH AVE W ` � % EDMONDS, WA 98026 ' � D '� REFER TO DEMO #5LD2023-0111 PERMIT n5LD2023-XXX (TBD)'%'%'%' ` ////,/" ro . 0 21" OAK REPLACEMENT TREES PER ECDC 23.16.680 AND AR501IR15T REPORT; SPECIES, SIZE, AND PLANTING LOCATION TO 5E VERIFIED WITH AR501IR15T PRIOR TO PLANTING. AVID LANDSCAPE 0 20 40 60 feet MANAGEMENT LLC 7328 210TH ST SW EDMONDS 98026 SCALE: 1" = 20' NORTH L-1 AVID PLANTING DESIGN 1328 210TH ST / 21019 14TH AVE W I 3/1/2023 RECEIVED ku@ r " 4 --/ 11-J - RT�ANTING SGHEDULE TREES BOTANICAL / COMMON NAME SIZE QTY REMARKS AGER CIRGINATUM / VINE MAPLE 6' HT. 3 PARROTIA PERSICA 'JL COLUMNAR' / PERSIAN SPIRE TM PARROTIA 2" CAL. 8 'EXCELEW 3� THUJA PLICATA / EXCELSA WESTERN RED CEDAR 6' HT. 3 :mot TSUGA MERTENSIANA / MOUNTAIN HEMLOCK 6' HT. 3 GROUND COVERS BOTANICAL / COMMON NAME SIZE SPACING QTY REMARKS GAULTHERIA SHALLON / SALAL I GAL. 1,261 SF RUBUS CALYGINOIDES 'EMERALD CARPET' / CREEPING RASPBERRY 4"POT 912 SF EXISTING TREES 0 EXISTING TREES TO REMAIN X EXISTING TREES TO BE REMOVED VID LANDSCAPE MANAGEMENT LLC 7328 210TH ST SW EDMONDS 98026 L-2 AVID PLANTING LEGEND 1328 210TH ST / 21019 14TH AVE W I 3/6/2023