Loading...
APPROVED BLD ENG BLD2022-0669+Architectural_Plan+5.23.2022_9.11.39_AM+2886077City Of Edmonds Building Department Work ; GARAGE CONVERSION -------------------------------------------------------------------------- ------------------- Address 22421 97TH AVE W ----------------------------- ---------------------------- Owner LAGUIO ----------------------------------------------------- -------------------------------------------------------- Approved Date 6/08/2022 Building Official W. X VfkaIc Permit Number BLD2022-0669 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES (There is no Plumbing permit associated with, ■this permit. Should there be Plumbing work ! !done a separate plumbing permit will be ■required. Garage Remodel Property Owner: Lacluio, Courtney / August Property Address: 22421 97th ave W Edmonds Wa 98020 Parcel # 00559000200300 INDEX PAGE 1 - COVER PAGE PAGE 2 - SITE PLAN PAGE 3 - EXISTING GARAGE PLAN PAGE 4 - GARAGE REMODEL PLAN PAGE 5 - EXISTING AND PROPOSED ELEVATIONS PAGE 6 - FRAMING DETAILS PAGE 7 - FLOOR JOIST INSULATION AT FOUNDATION DETAIL PAGE 8 - JOIST DETAIL PAGE 9 - NOTES PAGE 10 - ADDITIONAL INFORMATION Option Description Credit 3.2 Air -source centrally ducted heat pump with 1.0 minimum HSPF of 9.5. 7.1 All of the following appliances shall be new and 0.5 installed in the dwelling unit and shall meet the following standards: Dishwasher — Energy Star rated Refrigerator (if provided) — Energy star rated Washing machine — Energy Star rated Dryer — Energy Star rated, ventless dryer with a minimum CEF rating of 5.2 Total 1.5 The Centrally ducted heat pump for this project shall have a minimum HSPF rating of 9.5. Due to contractor availability and supply chain issues, this heat pump may he installed after the garage remodel work is underway or completed. The HVAC contractor will submit permitting for the heat pump separately. All of the appliances forth is residence shall be new and installed in the dwelling unit and shall meet the following standards: Dishwasher — Energy Star rated Refrigerator — Energy Star rated Washing machine — Energy Star rated Dryer— Energy Star rated, ventless dryer with a minimum CEF rating of 5.2 RECEIVED May 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Pg.1 -Cover Page RECEIVED May 23 2022 CITY OF Property Owner: Laguio, Courtney / August Lot Coverage: 2,302 SQ.FT. (30% DEVELOPMENT DSOERVCES DEPARTMENT Property Address: 22421 97th ave W Edmonds Wa 98020 Lot Area: 7,700 SQ.FT. Parcel # 00559000200300 SITE PLAN 100 100 I I I � I Property Line I I I 1 I 1 I +99.4' I 110 I +100.0' +99.5' ------1————————----———————----� Eave Overhang I A 8,_0„ B I Side Walkway I +99.6 +999.4 --------------- OH Telecom I ' + 100.4' +99.3' CONNECT ' \ I ------------------- SEWER FROM Exist. Garage RE XIISTTINGO Existing / SIDE SEWER I �2.9% I � 242 s ft. � Shed/Workshop OH Power feed to utility pole \ SlSEE NOTE Z I q / 440 sq.ft. ; 7'-0"I j+99.5' \ Telecom box 70 Exisiting I Elec. meter 1 1 70' I I � � I ' Porch I ----------------- ' w/part covdr C 20' D Water I 68 sq.ft. +98.1 +98.9 I Meter I.. I Existing Exisiting iting I water line 1 Residence I.. 948 s ft. I Exisiting Ditch I !�;+98.4' I q' Concrete I Patio I / +99.4'1 Exisiting 237 sq.ft. See Note 5 / Sewer line / I 301-0„ I 1 I +100.4'-------------------- / 1 I / +99.75' 1 110, 1 +99.0' / +97.7' I I / 100 Center of Right -of -Way Datum Pt. +100' Top of SS Manhole Cover NOTES AVE GRADE = +99.2' ACTUAL = +107.7' MAXIMUM = +114.2' • •1 SCALE 1 "=20' OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. This property is located within the Olympic View Water and Sewer District. Please contact them regarding permitting requirements sewer. The City of Edmonds does not review or approve sewer construction at this location. 1. Critical area file# cra2018-0162 2. Contractor to pothole to determine depth and location. Install new cleanout per edmonds standard detail ss-200. 3. No change to exist roofline, building envelope, or building height. 4. No change to existing or replaced impervious surface. 5. Exist. Deciduous tree will remain. It will be protected by being far outside of impacted area. 6. Follow construction bmps per edmonds development guide #e11. ENGINEERING DIVISION APPROVED W�P� 06/07/2022 Pg.2 - Site Plan RECEIVED May 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AS -BUILT PLAN AT GARAGE 1 /4" = 1' Laguio Residence 22421 97th Ave W. Edmonds, Wa 98020 V 4`1�_,�i R . Pg.3 -Existing Garage Plan RECEIVED May 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REMODEL PLAN 1 /4" = 1' Laguio Residence 22421 97th Ave W. Edmonds, Wa 98020 0 Existing 0 New Framing See Note 1 See Note 4 90 CFM VENT FAN 90 CFM VENT FAN Exist. Patio Notes: 1. Fur out exis ill 6 'and insulate with_x- ulation. Per , s 2. Frame in garage do6r, per typicBTraming detail, facade per e evatPon. 3. Insulate and gaske�ttcs�,._ 4. Raise floor elevation a tibAs ing living rm. And kitchen floor elevattion per 1. P Joist detail. 5. Insulate floor with R-30 insulation 6. Insulate ceiling with R-49 insulation 7. Windows to have U-factor of 0.30 or better PgA - Garage Remodel Plan RECEIVED May 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1/4"= 1' �.. r"ElnDq�L.�nOEE Laguio,fie)Ww"rtM 22421 97th Ave W. Edmonds, Wa 98020 EXISTING WEST ELEV '1/4"= 1' 4 Pg.S- Existing and proposed elevation CVr[7A r±rimr_ r-n BLOCK I WG MAY BE IWTERMIrrE-WT. coMMOA! Grubs IW PRIMARY WALL EMO STUD OF IHTE129,ECTIWG WALL COWTIUUOtIS SOLE PLATE OF P12IMAPY WALL BOLE PLATE OF IW7EKC-CTIW6 WALL MOTE: IWSULATE CAVITY BENIWD IWTEI2SEcrIW6 WALL BETORE SWEATFIIWG 14 APPLIED IF PRIMARY WALL 9 ON EXTERIOR. � i�rr~�sEcrING Zx WALLS (,oRNER STUDC. BUILT UP WI 2,4 5LOCI04G B-TW EEN PI2oVl1)E, WAILIQ& T IU4._ 50 pL,1. Zx4 GaI�NER wl 6LOCVIWC THA DETAIL WO?-K,' Fa12 BOrU IW51DE 4 OUTGIDE: CORKERS• Top LAP DOUBLETOPPLATe=PLATE 4 ET.{MIWr,)ou"L�7 .}.� i_-� � 5TUI75 µEAPEp p HEADER ? TRIMMER TF2IMMI -R r z a i ! .s KIWG 9Tup KING STUD 3: o COMMON - �o GRI -- STL a ! DOOR ROLI&W WIIJDOW \ OPEW 07 SOLE PLATE ROUGH OPEWIW6 PPLE DG Pg.6- Framing Detail PAGE 7 - FLOOR JOIST INSULATION AT FOUNDATION DETAIL �,xV--,:,r"- -F,A,r fz-rwr{ -� o JD5-r 'D � -F,y- T L IFLOOR ASSEMBLY TO BE CONSTRUCTED PER' CHAPTER 5 OF THE 2018 IRC Fa IL F, _ i :r4s6, i. A off :;f- � ram[ �� `�� � �y � J7/1�■1V5f4'7'J �� r4 �5-TL x�- F aniafir wed Pg.8- JOIST DETAIL GENERAL NOTES RECEIVED May 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT THE FOLLOWING APPLY UNLESS SHOWN THERWISE ON THE DRAWINGS CRITERIA 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION 2. DESIGN LOADING CRITERIA FLOOR LIVE LOAD (RESIDENTIAL) FLOOR LIVE LOAD (RESIDENTIAL DECKS AND BALCONIES) SNOW 40 PSF 3. 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." 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. GEOTECHNICAL 5. 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 FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST BELOW ADJACENT FINISHED GRADE. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNO. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE - 2000 PSF LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) - 50 PCF/35 PCF TRAFFIC SURCHARGE - 70 PSF COEFFICIENT OF FRICTION - 0.35 ANCHORAGE 6. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP" EPDXY ADHESIVE AS MANUFACTURED ay THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-2508. SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH CURRENT ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES- SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A36, UNO. 7. HEAVY DUTY THREADED CONCRETE ANCHORS SPECIFIED ON THE DRAWINGS SHALL BE THEN HD SCREW ANCHOR" AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-Es REPORT ESR-2713 AND ESR-1056, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS. SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL SUBMITTED FOR REVIEW WITH CURRENT ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. 8. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "STRONG -BOLT 2' ANCHORS AS MANUFACTURED BY'HE SIMPSON STRONG COMPANY. INSTALL IN STRICT CONFORMANCE TO ICC-ES REPORT ESR-3037 AND IAPMO-UES REPORT ER-240, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS. SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH CURRENT ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. 9. DRIVE PINS AND OTHER POWDER -ACTUATED FASTENERS SHALL BE LOW VELOCITYTYPE (PDPWL- 300MG, O. 1 45" DIAMETER, AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH ICC- REPORT ESR-2138. MINIMUM EMBEDMENT IN CONCRETE SHALL BE UNO MAINTAIN LEAST 3" TO NEAREST CONCRETE EDGE. RECEIVED WOOD 10. ALL m LUMBER SHALL BE KILN DRIED OR MC-19, AND ALL LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCL18 STANDARD GRADING RULES FOR WEST COAST LUMBER NO 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS AND BEAMS' (2X,3X, 4x MEMBERS) DOUGLAS FIR -LARCH NO 2 MINIMUM BASE VALUE, 900 PSI BEAMS (6x AND LARGER) DOUGLAS FIR -LARCH NO 2 MINIMUM BASE VALUE. Fb = 875 PSI POSTS Ox MEMBERS) DOUGLAS FIR -LARCH NO 2 MINIMUM BASE VALUE. = 1350 (6x AND LARGER) DOUGLAS FIR -LARCH NO 2 MINIMUM BASE VALUE, 600 PSI STUDS. PLATES AND MISC FRAMING DOUGLAS FIR -LARCH NO 2 11 .GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA-EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN GLULAM BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, 2400 PSI. Fv=265 PSI, 1300 KSI, UNO. ALL CANTILEVER GLULAM BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-VB. Fb = 2400 PSI, Fv = 265 PSI, 1800 01, UNO. GLUED LAMINATED COLUMNS SHALL BE DOUGLAS FIR COMBINATION 3. L2D GRADE. 2300 PSI. 2000 PSI, E = 1900 KSI. 12.MANUFACTURED LUMBER. LVL, AND LSI, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOnNG THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE. THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSI, LVL. AND LSI LUMBER SHALL MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR-1387 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING'HE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSI (2,0E) Fb = 2900 PSI E = 2000 KSI FV = 290 PSI LSL (2.0E) Fb = 2600 PSI E = 2000 KSI Fv = 285 PSI LSL (1.55E) Fb = 2325 PSI E = 1550 KSI Fv = 310 PSI PSI COLUMN (1.8E) Fc = 2500 PSI E = 1800 KSI Fv = 190 PSI 13. 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. May 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 14. PRESSURESSURE TREATED WOOD (INCLUDES PRESERVATIVE AND FIRE TREATED) SHALL BE TREATED PER AWPA STANDARDS. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO RETENTION OF 025 PCF. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. SODIUM BORATE TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO wEATHER. FASTENERS AND TIMBER CONNECTORS WITHOUT AMMONIA IN DIRECT CONTACT WITH ACO.A TO A RETENTION LEVEL OF 0.40 PCF). CBA-A (UP TO A RETENTION LEVEL OF 0.41 PCF). CA-B (UP To A RETENTION LEVEL OF 0.21 PCF). SHALL BE G18S OR A 185 HOT DIPPED OR CONTINUOUS HOT- GALVANIZED PER ASTM A6S3. FASTENERS AND TIMBER CONNECTORS WITH AMMONIA IN DIRECT CONTACT WITH ACQ-A [OVER A RETENTION LEVEL OF 0.40 PCF). CBA-A (OVER A RETENTION LEVEL OF 0.41 PCF). CA-B (OVER A RETENTION LEVEL OF 0.21 PC". OR WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 31 6 STAINLESS STEEL. RECEIVED 15. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE STRONG -TIE' BY SIMPSON coMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER c-G2017. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED. PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUAL OK GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RCOMMENDATIONS. JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'IOS" SERIES JOIST HANGERS. ALL SHALL BE CONNECTED TO FLUSH BEAMS WITH 'IVS" SERIES JOIST HANGERS. ALL DOUBLE -JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "Mitr SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT (2)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. 16. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE TYPE LENGTH DIAMETER 8d Common 2-1/2" 0.131" 10d Gun 3" 0.131" 16d GUN 3-1/2" 0.131 IF coNTRACTOR PROPOSES THE USE OF ALTERNATE NAILS. THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE sTWCTURAL 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. B. ALL 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 SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2015EDT'ON) WITH A LEAD BORE HOLE OF 60-70% OF THE SHANK DIAMETER. LEAD HOLES ARE REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. BOLT HOLES SHALL BE A MINIMUM OF 1/32" TO MAXIMUM OF 1 /16" LARGER THAN THE BOLT DIAMETER. HOLES SHALL BE ACCURATELY ALIGNED IN MAIN MEMBERS AND SIDE PLATES/MEMBERS. BOLTS SHALL NOT BE FORCIBLY DRIVEN. C. SDS SERIES WOOD SCREWS CALLED OUT ON PLAN SHALL BE "SIMPSON STRONG -DRIVE' WOOD SCREWS BY SIMPSON COMPANY, AND INSTALLED IN STRICT ACCORDANCE TO ICC-ES REPORT ESR-2236. EQUIVALENT SCREWS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED. PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. LAG SCREWS ARE NOT AN EQUIVALENT SUBSTITUTION. 17. WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS NOTED OTHERWISE ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. THE AITC'TIMBER CONSTRUCTION MANUAL", AND THE AF&PA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING. SHALL CONFORM TO TABLE 2304.10. I.OF THE IBC, UNO. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. B. WALL FRAMING: REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16'oc, ONO. (2)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. (2)2x8HEADERS SHALL BE PROVIDED OVER ALL OPENINGS IN STRUCTURAL WALLS, UNO. NAIL MULTVMEMBER HEADERS WITH (2)ROWS IOd ATToc. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID AT MBHEIGHT OF ALL STUD WALLS OVER 10-O' IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE AND BOTTOM PLATE TO EACH STUD WITH (3) IOd NAILS, FACE NAIL DOUBLE TOP PLATES WITH 10d AT I?oc AND LAP MINIMUM 414' AT JOINTS AND PROVIDE 12) 10d NAILS AT voc EACH SIDE OF JOINT. ATTOP PLATE INTERSECTIONS PROVIDE (3) 1 Od FACE NAILS. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 12)ROWS OF 12d NAILS AT 16"oc, OR ATTACHED TO CONCRETE BELOW WITH 5/8' DIAMETER ANCHOR AT 4'-0"oc EMBEDDED 7" MINIMUM, UNO. THERE SHALL BE A MINIMUM OF (2)BOLTS PER PLATE SECTION WITH (I )BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 4-1 12' FROM EACH END OF THE PLATE SECTION. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILEDTO EACH OTHER WITH (2)ROWS OF 10d AT 16"oc. UNLESS NOTED OTHERWISE, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH x S OR W SCREWS AT 12"oc. UNLESS NOTED OTHERWISE, 7/16' OR 1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES) AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS AT 12'oc. ALLOW 1/8' SPACING AT ALL PANEL EDGES AND PANEL ENDS. May 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 18. NOTCHES AND HOLES IN WOOD FRAMING: RECEIVED A. SAW LUMBER jojsts AND RAFTERS: NOTCHES AT ENDS or JOISTS SHALL NOT EXCEED 1/4 THE NOTCHES IN JOP OR BOTTOM OF SHALL Nor EXCEED 1/6 THE JOIST DEPTH, CONCUR IHAN 1/3 DCPIH. OR BC LOCATED IN MIDDLE 1/3 Of THE SPAN HOLLS SHALL NOT WITHIN 2" Of THE TOP OR BOTTOM Of JHE JOIST AND THE DIAMETER SHALL NOT exceeD 1/3 DEPTH. SPACING BETWEEN HOLES SHALL BE A MINIMUM OF (2)TIME.s THE OF HOLE OR 2' AND SHALL BE LOCATED A MINIMUM OF r FROM ANY NOICH. B. EXTERIOR AND BEARING WALLS: WOOD STUDS ARE PERMITTED TO BE NOTCHED TO A DEPTH NOT EXCEEDING or WIDTH. A HOLE NOT GREATER IN THAN OF THE STUD WIDTH IS IN WOOD STUDS. HOLES SHALL NOT WITHIN 10 THE EDGE or THE STUD. SPACING BETWEEN HOLES SHALL BE A MINIMUM OF (2)TiMES THE DIAMETER OF THE LARGEST HOLE OR 2" AND SHALL NOT LOCATED AT THE SAME SECTION AS A NOTCH. C. cuts. NOTCHES. AND HOLES IN MANUFACTURED LUMBER. PREFABRICATED PLYWOOD WEB JOISTS, AND PREFABRICATED ARE PROHIBITED EXCEPT WHERE NOTED ON STRUCTURAL PLANS OR BY MANUFACTURER'S RECOMMENDATIONS. 31 MECHANICAL. PLUMBING, AND DRAINAGE SYSTEMS SHALL BE DESIGNED ro ACCOMMODATE DIFFERENTIAL SHRINKAGE OR MOVEMENT OF THE WOOD STRUCTURE (3/8" PER FLOOR). RENOVATION 33.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. 34.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION AND/OR 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 20 PW. 35.CONTRACTOR SHALL CHECK FOR DRYROT 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, May 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT #Ell city of edmonds development information CONSTRUCTION CONTRACTORS BEST MANAGEMENT PRACTICES (BMPs) The way you conduct business at your shops and worksites can affect not only your health but the health of our local water resources. That's why everyone needs to !mow and i,,, r lenient best management practices. n Preserve Vegetation/Cover Soils. A) Preserve as much native vegetation as possible. Be sure to observe clearing and grading limits, and co,,, P ly with all city vegetation preservation and stream/wetland setback requirements. Time the clearing so it occurs no sooner than necessary for subsequent construction activities. B) Provide temporaly vegetation/cover as needed. Examples of this include: temporary seeding/ hydroseeding; mulch, such as hay straw, or wood fiber; mats/blankets, such asjute mat excelsior; woven straw blanket; or netting; plastic sheeting with anchors. C) Provide pemlanent vegetation cover as soon as earthwork is complete (seeding or hydroseeding or sodding. II) Control Runoff During Construction: Reduce runoff velocities. Techniques include: vegetating exposed soils and ditches; riprap; check dams including straw bales, rocks, pea gravel bags, and sand bags; terracing or contouring the site; and filter fabric fencing. III) Install and Maintain Sediment Controls. A) Install sediment controls such as: 1) lower cost (non -engineered), filter fabric fence, check dams, rock belms, sediment traps, and catch basins and drain filters. 2) moderate cost (engineered), intercepting ditches, cut-off trenches, level spreader, and gradient terracing/contouring. 3) Higher cost (engineered), siltation/sedimentation pond, grass -lined swale or constructed wetland. B) Maintain sediment controls by frequent inspection of control facilities to make sure they are working properly (trapping sediment on - site, with water leaving site clear), and removing collected sediment as needed from sediment traps. IV) Keep Fresh Concrete Mortar out of Storm Drains and Streams. A) Use designated wash -out areas. B) Take care when building concrete aggregate driveways making sure to wash out the fines to the side, not down the driveway. If the driveway is sloped, place straw bales at the bottom or divert flow to a safe sediment basin. C) Never wash fresh concrete mortar into the storm drain or a stream. V) Keep Business and Work Areas Clean and Maintain Catch Basins. Examples include: picking up litter, sweeping surfaces which drain to stmm drain, using a tarp to cover the ground when sanding to catch chips, cleaning up all wastes at the work site, maintaining construction equipment to fix any oil leaks, installing and maintaining an oiVwater separator, covering all stock piled materials, and cleaning catch basins. VI) Cover Containers and Materials. A) Cover all potentially polluting materials such as dumpsters, waste container drums, tanks, boxes, chemicals, paints. solvents, stockpiles oflumber, other building material, metal products, top soil, and landscaping materials. B) Cover adequately by developing good storage areas that keep materials covered so pollutants can't wash away during rain or snow. VII)Prepare For and Clean Up Spills. A) There are three overall practices to minimize pollution from spills: 1) Handle materials carefully to avoid spills and leaks, 2) Prepare a clean up plan, and 3) Immediately clean up any spills. When preparing a clean up plan make sure to: a) Establish who to notify in the event of a spill, b) Provide specific clean up instructions, c) Assign a person to be in charge of clean up, and d) Prepare spill containment and clean up kits which are easy to reach and use. Remember to clean up spills immediately, and observe clean up plans and safety requirements. If there isn't a plan, take the following steps: 1) Stop or isolate the source of the spill, 2) If there's a chance the spill could enter the storm drain or sewer, close drain inlet and divert any incoming water. 3) Cover the spill with absorbent material(s) that can be easily swept or picked up such as kitty litter, sawdust, or vermiculite (make sure that materials used for hazardous waste clean up are treated as hazardous waste for disposal), and 4) Report spills to City of Edmonds Engineering Division, Hydraulics Engineer at 425- 771-0220: or for large spills, contact Department of Ecology at 425-649-7000. VIII)Dispose of Wastes Properly. Proper waste disposal depends on both the properties and the amount of the waste. To dispose of waste: 1) Identify if it is hazardous, 2) Estimate the amount in pounds, 3) Determine the disposal method, and 4) If necessary, contact a hazardous waste service. This is a very broad subject and if you have any questions about waste disposal contact the City of Edmonds Recycling Coordinator at 425-771-0235; or the Snohomish County Household Hazardous Waste Disposal Station at 425-388-6050. IX) Minimize Waste. Wastes can be minimized through good housekeeping, separating different wastes, substituting non -hazardous materials in the place of hazardous ones, and maintaining products and construction equipment. Reducing wastes reduces potential sources of pollutants to the drainage system and also preserves natural resources. The following are a few ideas: 1) Use solvents more than once, 2) Buy the least toxic products available, 3) Buy only what you need and use only what is needed, 4) Purchase products that last longer (better quality), and 5) See if others can use your waste (use the services of the Industrial Materials Exchange 206-296- 4899), for more information contact the City of Edmonds Recycling Coordinator at 425-771-0235. X) Recycle Unwanted Materials. Unwanted materials produced at Construction sites can often be recycled, at less cost than conventional disposal methods. The City has recycling guides available regarding construction, demolition, and land clearing (CDL) activities. The recycling guide lists sites that accept CDL materials, and outlines how to se -up worksite recycling. Other ways to make recycling work are: 1) Purchase recycled products, 2) Separate wastes, 3) Avoid phenol, 4) Keep receipts, and 5) Recycle what you can. XI) Preserve/Enhance Streams, Wetlands, and Adjacent Vegetation. Protect streams and wetlands, remember, stream and wetland protection is required by City of Edmonds Codes. Contact City of Edmonds, Planning Division at 425-771-0220 for more information. XII)Educate Employees and Customers. Participate in workshops, courses, and knowledge transfer. Conduct annual water quality training sessions for all employees. Include water quality training in new -employee orientations and in written procedures. Make sure customers are aware of BMPs, and explain BMPs to peer businesses. Remember, water quality is the responsibility of everyone. Many of the BMPs discussed in this brochure are described in more detail in the Washington Department of Ecology Storm Water Management Manual for the Puget Sound Basin. Not sure if a particular substance is hazardous? Uncertain of how to dispose of something? Call the City of Edmonds Recycling Coordinator at 425-771-0235 between 8 am and 5 pm, Monday through Friday. If it is after business Hours, place the substance in a sealed container, label it and store it in a safe place where no one can touch it. Call the Recycling Coordinator the next business day to help get you the information you need. For more information on what should and should not go into the wastewater systems call the Edmonds Wastewater Treatment Plant at 425-771-0237. To learn more about proper hazardous waste disposal, call Snohomish County Household Hazardous Waste Drop-off Station at 425-388-6050. Page 2 #P20 Critical Areas File#:_CPAM?s-11 T ✓_'2 Anitial Determination - $100 ❑ Subsequent Deter :a,ion -$50 Date Received: Date Mailed to Applicant:________ The purpose of this checklist is to enable City staff to determine whether any critical areas and/or buffers are located on or adjacent to the subject property. Critical areas, such as wetlands, streams and steep slopes, are ecologically sensitive or hazardous areas that are regulated to protect their functions and values. The City's critical area regulations are contained within Edmonds Community Development Code (ECDC) Chapters 23.40 through 23.90. Property Owner's Authorization City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 www.edmondswa.gov A property owner, or an authorized representative, must Pill out the checklist, sign and date it, and submit it to the City. Staff will review the checklist, conduct a site visit, and make a determination of whether there are critical areas and/or critical area buffers on or near the site. If a "Critical Area Present" determination is issued, a report addressing the applicable critical area requirements of ECDC Chapters 23.40 through 23.90 may be required depending on the scope of the proposed activity. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection attendant to this application. The undersigned owner, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and al ages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon e, Parhinaccurate or incomplete information furnished by the applicant, his/her/its agents o, employees. SIGNATUREOFOWNER DATE - - - - - - Owner: Applicant/Agent: _CLULIS1 ( ON S-t o Name Name Street Address Street Address CEO V—<7LALJS Q � - °t ©`- O City State Zip J Telephone: _2.Of l .xh:-S-:S%L, + Email address: � 1, 1 L 81 £c�l_00S> Ho o '7 $ C-2 �-) City State Zip Telephone: --"L.-(fib_ _..; 4 �; Email Address: _01-L G s L --& Revised on 114117 P20 - CriticalAreas Checklist Page 1 of'2 CA File No: Oro' tD\gD* v #P20 Critical Areas Checklist Site Information 1. Site Address/Location: 2Z ({ 2 ( i1 7lk qlcc tJ �c�t.�-tee-z�S tick C7 2. Property Tax Account Number: ®O 5-57 cI 0 00Z 00 j D 0 3. Approximate Site Size (acres or square feet): `7; 70 6 S �,_f"t- 4. Is this site currently developed? ,'Yes ❑ No _If_y_es,_ho_w is the -site developed? 5. Describe the general site topography. Check all that apply. Flat to polling: No slope on/ to the site or slopes generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). ❑ Moderate: Slopes present on/ to site of more than 15% and less than 40% (a vertical rise of 10-feet over a horizontal distance of 25 to 66-feet). ❑ Steep: Slopes of greater than 40% present on/ to site (a vertical rise of 10-feet over a horizontal distance of less than 25-feet). 6. Have there been landslides on or near the site in the past? ❑ Yes `gNo If yes, please describe: 7. Site contains areas of year-round standing water? ❑ Yes (approx. depth: El No 8. Site contains areas of seasonal standing water? ❑ Yes (approx. depth: } J5?_'No If yes, what season(s) of the year? 9. Site is in the floodway or floodplain of a water course? ❑ F000dway ❑ Floodplain 10. Site contains a creek or an area where water flows across the grounds surface? ❑ Yes -,21 No If yes, are flows year-round or seasonal? ❑ Year-round ❑ Seasonal (time of year: ) 11. Obvious wetland is present on site? ❑ Yes _K1No ---------------.-----17 ---_-------4--------------------------- For City Staff Use Only 1. Zoning: S• U 3. SCS mapped soil type(s): G Al 3. Critical Areas inventory or C.A. map indicates Critical Area on site: 11/ON E' 4. Site within designated North Edmonds Earth Subsidence and Landslide Hazard Area (ESHLA)? At 0 DETERMINATION CRITICAL AREAS PRESENT Reviewed by: &0,4 D -SrSrl WAIVER Date: 2'&D Z I9 Revised on 114117 P20 - Critical Areas Checklist Page 2 of 2 RECEIVED City of Edmonds CRA20180162 0 23.51 47.0 Fret This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear of this m p may or may riot be accurate, WGS_1984_Web_Mercator_Auxiliary_Sphere current, or otherwise reliable. © City of Edmonds THIS MAP IS NOT TO BE USED FOR DESIGN OR CONSTRUCTION CITY OF EDMONDS DEVELOPMENT SERVIC DEPARTMENT m F- Legend Creeks 9 Seismic Hazard Areas TT Earth Subsidence and Landslide I Minimum Buffer Adjacent to Haz Wetlands Wetlands Boundary -- Wetland Boundaries Not Completel - Wetland Known Extents v.t Floodplains Landslide Hazard Area 40% D Severe Erosion Hazard 150/o-40% Erosion Hazard Areas 150/6-40% ArcS D E. G I S. ST R E ET_ CE NTE RU N E! d other%ek3es> t 2 54 $ 71; 7; 8 Notes