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APPROVED PLN BLD RESUB1 BLD2023-0915+ARCH Plan+2.5.2024_1.22.01_PM+40403822018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family- New & Additions (effective February 1, 2021) These requirements apply to all I RC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Project Information Contact Information 7011 177th ST SW �ricckamclLaughlinAqmail.corn McLaughlin Edmonds, WA 98026 Instructions: This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building ermit drawings: Table R402.1- Insulation and Fenestration Requirements by Compone r,z�a�le R406.2 el Normalization Credits and 406.3 - Energy Credits. (Authorized Representative 11 IlyriAIiy II Date 11 07/17/23 11 All CI ate Zones (Table R482.1.1) R-Value a U-Fador a Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC b,e n/a n/a Ceiling e 49 I 0.026 Wood Frame Wall 9,1 21 int 0.056 Floor 30 0.029 Below Grade Wall ,h 10/15/21 int + TB 0.042 Slab d,f R-Value & Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. "10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g climate zone 5 of ICC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. Prescriptive Path -Single Family 2018 Washington State Energy Code-R 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family- New & Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in #1 or #3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selectingyour credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. ft Summary of Table 11406.2 Heating Options Fuel Normalization Descriptions Credits - select ONE heating option User Notes 1 Combustion heating minimum NAECAb 0.0 ❑ 2 Heat pump` 1.0 ❑ 3 Electric resistance heat only - furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 0 5 All other heating systems -1.0 ❑ Energy Options Energy Credit Option Descriptions Credits - select ONE energy option from each category d 1.1 1 Efficient Building Envelope 0.5 ❑ 1.2 lEfficlent Building Envelope 1.0 ❑ 1.3 1 Efficient Building Envelope 0.5 ❑ 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Buildine Envelope 3.0 0 1.7 Efficient Building Envelope 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3. 1' High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.3a High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 EI 3.5 High Efficiency HVAC 1.5 ❑ 3.61 High Efficiency HVAC 2.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System 1.0 ❑ Prescriptive Path -Single Family 2018 Washington State Energy Code-R 01 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family -New &Additions (effective February 1, 2021) Summary of Table R406.2 (cont.) Energy Options Energy Credit Option Descriptions (cont.) Credits - select ONE energy option from each category d User Notes 5.1d Efficient Water Heating Efficient Water Heating 0.5 ❑ 5.2 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 1.5 0 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating 2.5 ❑ 6.le Renewable Electric Energy (3 credits max) 1.0 Q 7.1 Appliance Package 0.5 ❑ Total Credits 3•5 CLEAR FORM a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category 5. Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. Please print only pages 1 through 3 of this worksheet for submission to your building official. Prescriptive Path -Single Family 2018 Washington State Energy Code-R 3 SHEET LIST CS COVER SHEET Al EXISTING MAIN AND UPPER FLOOR PLANS A2 EXISTING ELEVATIONS A3 REVISED MAIN AND UPPER FLOOR PLANS A4 NEW ROOF DECK PLAN A5 REVISED ELEVATIONS IN20Ri21 DIE V11111]1g1111110[eZyIts]IL1 S1 NOTES AND SHEAR WALL PLANS S2 STRUCTURAL DETAILS S3 REVISED MAIN FLOOR FRAMING PLAN S4 REVISED UPPER FLOOR AND ROOF FRAMING PLANS SITE INFORMATION STREET ADDRESS: 7011 177TH ST SW EDMONDS, WA OWNER: RICK MCLAUGHLIN ZONING: RS-8 HEIGHT LIMIT: 25' ABOVE EXISTING AVERAGE GRADE SINGLE FAMILY RESIDENTIAL SETBACKS: FRONT 25' REAR 15' SIDE 7.5' CODES AND SPECIFICATIONS 1. INTERNATIONAL BUILDING CODE, 2018 EDITION, ASCE 7-16 2. INTERNATIONAL RESIDENTIAL CODE, 2018 EDITION 3. SIMPSON STRONG TIE WOOD CONSTRUCTION CONNECTORS 2019-2020 4. FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE STAINLESS STEEL, ZMAX(G185HDG PER ASTM A653). BATCH/POST HOT -DIP GALVANIZED (PER ASTM B695, CLASS 55 OR GREATER). UNCOATED AND PAINTED PRODUCTS SHOULD NOT BE USED WITH TREATED WOOD. WHEN USING STAINLESS STEEL HOT -DIP GALVANIZED CONNECTORS, THE CONNECTORS AND FASTENERS SHOULD BE MADE OF THE SAME MATERIAL. DESIGN CRITERIA 1. WIND LOAD: INTERNATIONAL BUILDING CODE, 2018, ASCE 7-16, ALTERNATE ALL -HEIGHTS METHOD, ULTIMATE DESIGN WIND SPEED = 85 MPH, EXPOSURE B 2. SEISMIC: INTERNATIONAL BUILDING CODE, 2018, ASCE 7-16 RISK CATEGORY II, SEISMIC IMPORTANCE CATEGORY, le=1.0 MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS, Ss=1.5, S1=0.5 SITE CLASS D DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS, Sds=1.Og, Sd=0.5g SEISMIC DESIGN CATEGORY, D2 BASIC SEISMIC FORCE -RESISTING SYSTEM: LIGHT FRAME WALLS WITH WOOD SHEAR WALLS DESIGN BASE SHEAR, V + F(Sds)(W)/R = 0.1846W RESPONSE MODIFICATION COEFFICIENT, R=6.5 ANALYSIS PROCEDURE USED: SIMPLIFIED ALTERNATIVE STRUCTURAL DESIGN FOR SIMPLE BEARING WALL SYSTEMS NOTE: CONTRACTOR SHALL PROVIDE A WHOLE HOUSE MECHANICAL VENTILATION SYSTEM THAT MEETS THE REQUIREMENTS OF THE 2018 ' IRC SECTION M1505.4. - OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work ADDITION REMODEL Address 7011 177TH ST SW Owner MCLAUGHLIN Approved Date 2/20/2024 Building Official W. Permit Number BLD2023-0915 (Please obtain a separate Plumbing permit from the City of .Edmonds. m�m�m�m�m�m�mi APPROVED BY PLANNING Feb 20 2024 General Notes G��LL was OM'OS 25839 RFGI` E� S/ONALEe REV. 7-21 -23 No. I Revision/Issue Firm Name and Address Date MDT ENGINEERING 31403 44TH AVE S AUBURN, WA 98001 253-709-9852 M D.TH O M PSO N@ EARTH LI N K. N ET Project Name and Address MCLAUGHLIN 7011 177TH ST SW EDMONDS, WA BLD2023-0915 RESUB Feb 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Faroject Sheet MCLAUGHLIN Date 1/30/2024 C S Scale 1 /4" = 1 ' 47'-0" 10 3F-11" 01 a l0 I M NEW ADDITION z I LIVING ROOM DINING ROOM I I M BATHROOM > �.D KITCHEN ENTRY CD I COVERED PORCH CI M 47'-0" EXISTING MAIN FLOOR PLAN I Cd on,-1 A- 11,—n1 , EXISTING UPPER FLOOR PLAN General Notes 25839 'QFGI`E S� ®RA REV. 7-21 —23 No. I Revision/Issue Date Firm Name and Address MDT ENGINEERING 31403 44TH AVE S AUBURN, WA 98001 253-709-9852 M D.TH O M PSO N@ EARTH LI N K. N ET Project Name and Address MCLAUGHLIN 7011 177TH ST SW EDMONDS, WA BLD2023-0915 RESUB Feb 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT f Sheet AUGHLIN 4/2023" EXISTING FRONT ELEVATION 4 EXISTING LEFT ELEVATION 1» _ 4 EXISTING REAR ELEVATION 4 EXISTING RIGHT ELEVATION 4 f11n General Notes THOM G��o Sy�'v�s�2 25839 RFGI\E S/ONALE� Revision/Issue I Date Firm Name and Address MDT ENGINEERING 31403 44TH AVE S AUBURN, WA 98001 253-709-9852 M D.TH O M PSO N@ EARTH LI N K. N ET Project Name and Address MCLAUGHLIN 7011 177TH ST SW EDMONDS, WA BLD2023-0915 RESUB Feb 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT f Sheet AUGHLIN 6/2023" = 1 ' z —I(U M MI REVISED MAIN FLOOR PLAN 4 an,_in1- 11,_n1w _ NOTE: ALL NEW WINDOWS WILL HAVE A U—VALUE = 0.29. NOTE: CONTRACTOR SHALL PROVIDE A WHOLE HOUSE MECHANICAL VENTILATION SYSTEM THAT MEETS THE REQUIREMENTS OF THE 2018 IRC SECTION M1505.4. REVISED UPPER FLOOR PLAN 4 I - General Notes REV. 1 —31 —24 No. Revision/Issue Date Firm Name and Address MDT ENGINEERING 31403 44TH AVE S AUBURN, WA 98001 253-709-9852 M D.TH O M PSO N@ EARTH LI N K. N ET Project Name and Address MCLAUGHLIN 7011 177TH ST SW EDMONDS, WA BLD2023-0915 RESUB Feb 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT F Sheet AUGHLIN 0/2024A3 L e 1 /4" = 1 ' NEW ROOF DECK PLAN 1» _ I 4 — General Notes No. I Revision/Issue I Date Firm Name and Address MDT ENGINEERING 31403 44TH AVE S AUBURN, WA 98001 253-709-9852 M D.TH O M PSO N@ EARTH LI N K. N ET Project Name and Address MCLAUGHLIN 7011 177TH ST SW EDMONDS, WA BLD2023-0915 RESUB Feb 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I roject Sheet MCLAUGHLIN ate 5/16/2023 A4 Scale 1 /4" = 1 ' General Notes W AS OMASO 2 T y - /v MAX. RIDGE ELEV. '� 2Q 5839F ��.�F ELEV. 436.3' R GisTER SS�ONALEN ACTUAL RIDGE ELEV. ELEV. 433.7' C'0I114- 0 I a 0 I 00 MIS o �,O P71� I o Li CU C'7 � CU o z 0 I 00 AVG. GRADE ELEV. 41 1.3' ELEV. 410.6' EXISTING GRADE REVISED REAR ELEVATION REVISED FRONT ELEVATION 4 REV. 1 -31 -24 REV. 7-21 —23 No. Revision/Issue Date Firm Name and Address MDT ENGINEERING 31403 44TH AVE S AUBURN, WA 98001 253-709-9852 M D.TH O M PSO N@ EARTH LI N K. N ET Project Name and Address MCLAUGHLIN 7011 177TH ST SW EDMONDS, WA RESUB Feb 06 2024 CITY OF BLD2023-0915 DEVELOPMENT SEDMONDSERVICES DEPARTMENT REVISED LEFT ELEVATION REVISED RIGHT E L EVAT I O N Project Sheet MCLAUGHLIN Date 1/31/2024 A5 Scale 1 /4" = 1 ' 1 J ROOF DECK CONSTRUCTION: ROOF CONSTRUCTION: WATERPROOF MEMBRANE — COMPOSITION SHINGLES J" T&G APA RATED FLOOR SHEATHING — 30# FELT ROOF DECK JOISTS PER PLAN — A" MIN APA RATED SHEATHING R38 MIN. INSULATION — TRUSSES PER PLAN " GWB — R49 MIN. INSULATION — 4" GWB UPPER FLOOR CONSTRUCTION: J" T&G APA RATED FLOOR SHEATHING FLOOR JOISTS PER PLAN R30 INSULATION 4" GWB MAIN FLOOR CONSTRUCITON: — 4" T&G APA RATED FLOOR SHEATHING — FLOOR JOISTS PER PLAN — R30 INSULATION WALL CONSTRUCTION: — LAP SIDING — BUILDING WRAP A" MIN APA RATED WALL SHEATHING W/ NAILING PER SHEAR WALL PLAN 2X6 STUDS @ 16"OC R21 INSULATION MIN. 2" GWB BUILDING CROSS SECTION 4 General Notes ���LE T HOWAS/y�'000 25839 RFGI\E S/ONALEC No. I Revision/Issue Firm Name and Address Date MDT ENGINEERING 31403 44TH AVE S AUBURN, WA 98001 253-709-9852 M D.TH O M PSO N@ EARTH LI N K. N ET Project Name and Address MCLAUGHLIN 7011 177TH ST EDMONDS, WA BLD2023-0915 SW RESUB Feb 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT f Sheet AUGHLIN 6/2023" = 1 ' 1. INTERNATIONAL BUILDING CODE, 2018 EDITION, ASCE 7-16 2. INTERNATIONAL RESIDENTIAL CODE, 2018 EDITION 3. SIMPSON STRONG TIE WOOD CONSTRUCTION CONNECTORS 2019-2020 4. FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE STAINLESS STEEL, ZMAX(G185HDG PER ASTM A653). SHEAR WALL TYPE SHEATHING (NOTE 5) BATCH/POST HOT —DIP GALVANIZED (PER ASTM B695, CLASS 55 OR GREATER). UNCOATED AND PAINTED PRODUCTS SHOULD NOT BE USED WITH TREATED WOOD. WHEN USING STAINLESS STEEL HOT —DIP GALVANIZED CONNECTORS, THE CONNECTORS AND FASTENERS SHOULD BE MADE OF THE SAME MATERIAL. 1. WIND LOAD: INTERNATIONAL BUILDING CODE, 2018, ASCE 7-16, ALTERNATE ALL —HEIGHTS METHOD, ULTIMATE DESIGN WIND SPEED = 85 MPH, EXPOSURE B 2. SEISMIC: INTERNATIONAL BUILDING CODE, 2018, ASCE 7-16 RISK CATEGORY II, SEISMIC IMPORTANCE CATEGORY, le=1.0 MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS, Ss=1.5, S1=0.5 SITE CLASS D DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS, Sds=1.Og, Sd=0.5g SEISMIC DESIGN CATEGORY, D2 BASIC SEISMIC FORCE —RESISTING SYSTEM: LIGHT FRAME WALLS WITH WOOD SHEAR WALLS DESIGN BASE SHEAR, V + F(Sds)(W)/R = 0.1846W RESPONSE MODIFICATION COEFFICIENT, R=6.5 ANALYSIS PROCEDURE USED: SIMPLIFIED ALTERNATIVE STRUCTURAL DESIGN FOR SIMPLE BEARING WALL SYSTEMS 3. ROOF LOAD: DL = 15 PSF LL = 25 PSF (SNOW LOAD) 4. FLOOR LOAD: DL = 10 PSF LL = 40 PSF 5. DECK LOAD: DL = 10 PSF LL = 40 PSF 6. SOILS: ASSUMED 1500 PSF ALLOWABLE SOIL BEARING ASSUMED 35 PCF ACTIVE SOIL PRESSURE, 350 PCF PASSIVE PRESSURE, 0.35 COEFFICIENT OF FRICTION ALL FOOTINGS AND SLABS SHALL BEAR ON UNDISTURBED SOIL OR FILL COMPACTED TO 95% MODIFIED PROCTOR. 7. CONCRETE: 3000 PSI ® 28 DAYS (2500 PSI USED FOR DESIGN) GRADE 60 REINFORCEMENT MINIMUM 3" COVER FOR ALL REINFORCEMENT EXCEPT AS NOTED AT RETAINING WALL OR OTHER DETAILS. SHEAR WALL SCHEDULE FASTENER SPACING (COMMON BOTTOM PLATE NAILING OR OR GALVANIZED BOX NAILS) ANCHOR BOLTS FRAMING ANCHORS I ALLOWABLE SHEAR I NOTES (NOTES 7 & 8) 1A 7/16" MIN. APA RATED 8d ® 6" OC 16d ® 8" OC RBC ® 32" OC 130 PLF 1, 2, 3, 11 SHEATHING OR APA RATED OR LTP4 ® 48" OC SIDING 303 ONE SIDE " A.B. @ 4'-0" OC A35 @ 48" OC 1 7/16" MIN. APA RATED 8d @ 6" OC 16d @ 6" OC OR RBC ® 18" OC 242 PLF 1, 2, 3, 11 SHEATHING OR APA RATED" A.B. ® 3'-2" OC OR LTP4 ® 30" OC SIDING 303 ONE SIDE 8" A.B. @ 4'-0" OC A35 @ 30" OC 2 7/16" MIN. APA RATED 8d @ 4" OC 16d ® 4" OC OR RBC ® 12" OC 353 PLF 1, 2, 3, 11 SHEATHING OR APA RATED " A.B. @ 2'-2" OC OR LTP4 @ 18" OC SIDING 303 ONE SIDE " A.B. @ 3'-4" OC A35 @ 18" OC 7/16" MIN. APA RATED 8d @ 3" OC J"X5"LAG SCREWS®8" OC OR RBC ® 10" OC 456 PLF 1, 2, 3, 11 SHEATHING OR APA RATED J" A.B. @ 1'-9" OC OR LTP4 @ 15" OC 3 SIDING 303 ONE SIDE 8" A.B. CAD 2'-8" OC A35 ® 15" OC �.128" X 3", '`� 16d COMMON = 0.162" X 3 i". PROVIDE ALL ANCHOR BOLTS WITH 3" X 3" X 4" PLATE WASHERS. LOCATE WITHIN 4" OF SHEATHING. 1. LUMBER GRADES AND ALLOWABLE STRESSES SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON PLANS: HALL BE 3" NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. ALL SAWN LUMBER HF#2 OR BETTER, Fb = 875 PSI, Fv = 75 PSI, E = 1,300,000 _ GLULAM BEAMS 24F—V4, Fb = 2400 PSI, Fv = 165 PSI, E = 1,800,000 MICROLAM, LVL Fb = 2600 PSI, Fv = 285 PSI, E = 1,900,000 PARALLAMS, PSL Fb = 2600 PSI, Fv = 290 PSI, E = 2,900,000 . AT UPPER FLOOR INTERIOR SHEAR WALLS, REFER TO DETAIL 303 S2 OR 304 S2. 2. WHEN TOP PLATE IS INTERRUPTED BY HEADER, HEADER SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE EACH END. USE 2—SIMPSON MSTA24 CONNECTORS, UNLESS NOTED OTHERWISE. 9. AT SHEAR WALL TYPES 3, 4, 5 AND 6, ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PAP 3. ALL SHEAR WALL SHEATHING, NAILS AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND AS NOTED IN THE SHEAR WALL A 3X STUD AT VERTICAL JOINTS IN THE SHEATHING. SCHEDULE. 10. AT SHEAR WALL TYPES 3, 4, 5 AND 6, FOUNDATION SILL PLATES AND BOTTOM PLATES OF SHEAR WALLS SF 4. FLOOR SHEATHING SHALL BE Jq" MINIMUM APA RATED FLOOR SHEATHING WITH 10d COMMON @ 6"OC AT ALL SUPPORTED PANEL NIDTH MEMBER BELOW SHEAR WALL TO RECEIVE LAG SCREWS SUCH AS A 3X RIM JOIST, 3X JOIST OR BEAM OF EDGES AND 10d ® 12"OC AT INTERMEDIATE SUPPORTS. 11. FASTENERS AT PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE STAINLESS STEEL, 5. ROOF SHEATHING SHALL BE J" MINIMUM APA RATED ROOF SHEATHING WITH 8d COMMON @ 6"OC AT ALL SUPPORTED PANEL EDGES AND 8d @ 12"OC AT INTERMEDIATE SUPPORTS. 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ATTENTION OF THE DESIGNER OR THE ENGINI 2. ADEQUATE SHORING AND BRACING OF ALL S 3. ANY PROPOSED FIELD CHANGES MUST HAVE = V. I I J UIHMG I GR A L 2, I VO I.VNIMVIN = V. MCLAUGHLIN 023-0915 1 0 N z cV NN Lo W(n0� 0 I W 00 W Q O 0 z=<r- 4� :;7Z Cf) � E 0 W0mw� � Z QO 0 W Q 75 :2 W REVISION DATES: REV. 1-31-24 Q 07 Lij D c/ p p LIJ Z = 0 U (n p � w RESU � Q Feb 06-2021 z n CITY OFOMONDS DEVE_lMPMW SERVI ES J Q J J EPA ENT Q �' 0 F__ J W Q =) Q - I.-_ w r W 0 = _ o F- cn (n (n SCALE: DATE: NO SCALE 5/16/23 DRAWN BY: SHEET NO. MDT PROJECT NO. MCLAUGHLIN M CLAU GH LI N 9 1. BOTTOM PLATE NAILING 1. BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE 1. PT POST PER PLAN - - T - 1. REMOVE EXIST. 2x STUD WALL PER SHEARWALL SCHEDULE 1. EXISTING SLAB ON GRADE 2 2. 2x STUD WALL 2. SIMPSON COLUMN BASE PER PLAN I I 2. NEW FLOOR JOISTS PER PLAN 6 2 2. 2x STUD WALL 2. 2x STUD WALL 3 3. SIMPSON HOLDOWN PER 3. REBAR PER FOOTING SCHEDULE I I 3. TREATED 2X LEDGER W� 2 ROWS 1/4" X 3 1/2 SDS 3. SIMPSON HOLDOWN PER 6 2 3. SIMPSON HOLDOWN PER 1 PLAN. FILL ALL NAIL HOLES 3 PLAN (IF IND PLAN (IF IND 10 W/ 16d NAILS 4. 12" CONC. PLINTH W/4#4 HOOKED i �1 SCREWS @ 8" OC STAGGERED DRILL EPDXY THREADED DRILL EPDXY THREADED 4. EDGE NAILING @ BOTTOM INTO FOOTING 4. EXISTING FOUNDATION WALL 1 ROD TO EXISTING FOUNDATION. ROD TO EXISTING FOUNDATION. PLATE AND SILL PLATE 1 8 SIZE AND EMBEDMENT DEPTH 3 SIZE AND EMBEDMENT DEPTH I I PER PLAN PER PLAN 4 5 5. ANCHOR BOLTS. SIZE AND SPACING PER SHEARWALL 4. EDGE NAILING ® BOTTOM 4 4. EDGE NAILING @ BOTTOM SCHEDULE 2 PLATE AND SILL PLATE 5 1 PLATE AND SILL PLATE ii 6. #4 REBAR ®16" O.C. (VERTICAL) 2i 3 4 5 5. 2x TREATED PLATE, FIELD 5. 2x TREATED PLATE, FIELD ALT. HOOKS INTO FOOTING VERIFY, ANCHOR BOLTS PER VERIFY, ANCHOR BOLTS PER ? 7. #4 REBAR ®10" O.C. (HORIZONTAL) _ SHEARWALL SCHEDULE OR ADD DRILLED -IN EXPANSION ANCHORS ii • II SHEARWALL SCHEDULE OR ADD DRILLED -IN EXPANSION ANCHORS -1 1-I 16 8. (2) #4 REBAR CONTINUOUS 4 II z TO MEET SPACING -_ - -_ ul TO MEET SPACING -II 117 I 9. SHEATHING AND NAILING PER - - - _ _ �-III-III 6. SHEATHING AND NAILING PER I -I I- -III- 6. SHEATHING AND NAILING PER ' SHEARWALL SCHEDULE Z g I I -I 7 �o SHEARWALL SCHEDULE I_ 7 SHEARWALL SCHEDULE g 10.FLOOR JOISTS PER PLAN 3 0 w 4 -1 I_„III, 7. EXISTING FOUNDATION ,III, 7. EXISTING FOUNDATION a_ 0 8. FLOOR JOISTS PER PLAN O • 00 - ER SCHEDULE O O 4" 8» 4.. TYP. SHEARWALL DETAIL @ EXISTING FOUNDATION e,3/4»=1'-0" 10 2 103 1 0 108 3/4„=1'-0„ 3/4"=1'-0" 3/4" =1'-0" 3/4»=V-0" 1. 2x STUD WALL 1. REMOVE EXIST. 2x STUD WALL 1. NEW 2x STUD WALL 1. EXISTING 2X STUD WALL 1. TREATED JOISTS PER PLAN 2. SHEATHING AND NAILING PER I I 2. NEW FLOOR JOISTS PER PLAN 2. EXISTING 2X STUD WALL 2. SHEATHING AND NAILING PER 2. SIMPSON H2.5 ® EACH TRUSS 2 SHEARWALL SCHEDULE I I 3. NEW BEAM PER PLAN W/ 2 SHEARWALL SCHEDULE 3. DECKING OR SHEATHING PER PLAN 1 3. BOTTOM PLATE NAILING PER I I 2 ROWS 1/2" X 8" LAG 1 3. BOTTOM PLATE NAILING PER 1 3. BOTTOM PLATE NAILING PER 4. 4X POST ® 6' OC MAX SHEARWALL SCHEDULE SCREWS ® 12" OC STAGGERED SHEARWALL SCHEDULE SHEARWALL SCHEDULE I �1 5. POST AND POST CAP PER PLAN 1[ 4. EDGE NAILING PER 4. EXIST RIM JOIST &NEW BLOCKIN 4. SHEATHING AND NAILING PER 4. EDGE NAILING PER 5 3 SHEARWALL SCHEDULE I I 3 SHEARWALL SCHEDULE 3 SHEARWALL SCHEDULE 6. BEAM PER PLAN 4 t::J_ 5. SIMPSON STRAP PER PLAN. I I 4 5. NEW FLOOR JOISTS PER PLAN 5. SIMPSON STRAP PER PLAN. 7 7. 4" MAX SPACING BETWEEN RAILS PLYWOOD CENTER STRAP ON RIM JOISTS WITH HANGER TO BEAM CENTER STRAP ON RIM JOISTS 8. SIMPSON DTT2Z JOINT z (@ INT. WALL SLOT PLYWOOD) 6. 6X10 FILLER BEAM (® INT. WALL SLOT PLYWOOD) 9. 2-3/8" GALV. BOLTS @ EA. POST :2 6 6. SIMPSON FRAMING ANCHOR 24 6 6. SIMPSON FRAMING ANCHOR PER SHEARWALL SCHEDULE 5 t:::::- PER SHEARWALL SCHEDULEPLYWOOD 3JOINTL (NOT REQUIRED IF PLYWOOD (NOT REQUIRED IF PLYWOOD 8 JOINTS ARE LOCATED AS ALOCATED S SHOWN IN THIS DETAIL I IJOINTS HN 4 9� I I 2 2 5� 2 01 202 2 0 3 2 0 4 205 3/4" =1'-0" 3/4„=1'-0» 3/4»=1�-CJ" 3/4»=1'-0" 3/4»=1'-0" 1. 2x STUD WALL 1. ROOF TRUSSES PER PLAN 1. SHEATHING AND NAILING 1. 2x STUD WALL 1. ROOF TRUSSES PER PLAN 2. DECK JOISTS PER PLAN 2. SIMPSON H2.5 @ EACH TRUSS 3 5 PER SHEARWALL SCHEDULE 2. SHEATHING AND NAILING PER 2. 2X4®16"OC W/SHEATHING BOTH SIDES AND PER PLAN SHEARWALL SCHEDULE 3. 4X10 PT BEAM CANTILEVERED 3. ROOF SHEATHING 2. SIMPSON A35 FRAMING ANCHORS 3. 2-3/8" GALV. BOLTS @ EA. POST 3. ROOF SHEATHING 4. 4X4 PT POST ® RAILING W/ 1 4. 2x BLOCKING W/ 8d @6" O.C. PER SHEARWALL SCHEDULE 4. 2x BLOCKING W/ 8d @6" O.C. 2-3/8" GALV. BOLTS @ EA. POET 3 5. SHEARWALL NAILING PER 3. 2X BLOCKING W/8d NAILS @6" O.C. 4. SIMPSON DTT2Z 2 5. EXISTING STUD WALL W/ SHEATHING SCHEDULE 4. GABLE END TRUSS 7 & NAILING PER SW SCHEDULE 5. SIMPSON DTT2Z 6 6. SIMPSON RBC SPACED PER 5. 2X4 @ 24 OC 5. ROOF DECK JOISTS PER PLAN 6. NEW ROOF DECK JOISTS W/ HGR. 6. 2X RIM JOIST BETWEEN 4 SHEARWALL SCHEDULE W/3/4" T&G FLOOR SHEATHING 7. 6X FILLER CANTILEVERED BEAMS 4 1 8. CRICKET PER ROOF PLAN 7. TREATED 2X LEDGER Wf 2 6. SIMPSON FRAMING ANCHOR 36 2 ROWS 1/4" X 3 1/2' SDS 2 5 4 5 PER SHEARWALL SCHEDULE SCREWS @ 8" OC STAGGERED 7. RAILING W/4" MAX SPACING K6� 5 3 7 4� 7 2 2 � 32 5 1 1 5 1 PERIMETER SHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALLS GABLE END TRUSS DETAIL 3 01 A 3 0 2 A 303 304 305 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 1. 2x STUD WALL 2. STRINGERS PER PLAN 3 SIMPSON DTT27 4. 4X4 PT POST ® 6' MAX ® RAILING 2-3/8" GALV. BOLTS @ EA. POST 5. (2)2X12 PT STRINGER W/ 2-16d NAILS ® EACH STUD 4---"--3 2M-2 5 1 23-C 9 NOTE: FOOTING DESIGN IS BASED ON 2500 PSI CONCRETE AND AN 8 306 3/4"=l'-O" ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING ALLOWABLE LOAD 18 18"x18" 8" (2) #4 EACH WAY 3375# 24 24"x24" 10" (3) #4 EACH WAY 6000# 30 30"x30" 10" (3) #5 EACH WAY 9375# 36 36"x36" 10" (3) #5 EACH WAY 13500# 42 42"x42" 10" (3) #5 EACH WAY 18375# 48 48"x48" 12" (4) #5 EACH WAY 24000# 54 54"x54" 12" (5) #5 EACH WAY 30375PLD2 60 60"x60" 12" (5) #5 EACH WAY 37500# 66 66"x66" 12" (6) #5 EACH WAY 45375# 72 72"x72" 12" (7) #5 EACH WAY 54000# 15 N z N � NN Lo W(n0� w I WQ°'0© z=Qo �Lo zro11E`-'0 W�mw� �Dz 0 Q-Q w REVISION DATES: REV. 1-31-24 c/i 0 Z O 0 w 07 J RElUEllQ Feb OI-202 0 CITY OFOMONDS DEVE_lMPMW SERVIC ES J Q EPA ENT _ r- C � I� J H F: O U Q D - w of 0 = 0_ I- V) cl) SCALE: DATE: NO SCALE 10-4-21 DRAWN BY: SHEET NO. MDT PROJECT NO. MCLAUGHLIN )VIDE 18"X24" 4WL SPACE ACCESS )M EXISTING TO NEW 4WL SPACE. REVISED MAIN FLOOR FRAMING PLAN 4 General Notes G��LL was �M'Os � pF Niy p 25839 RFGI`E NNAM REV. 1 —31 —24 No. I Revision/Issue Firm Name and Address Date MDT ENGINEERING 31403 44TH AVE S AUBURN, WA 98001 253-709-9852 M D.TH O M PSO N@ EARTH LI N K. N ET Project Name and Address MCLAUGHLIN 7011 177TH ST SW EDMONDS, WA BLD2023-0915 RESUB Feb 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT f Sheet AUGHLIN 0/2024" = 1 ' General Notes VLE T HOMp \NA�SN��cs�2 J 25839 OISTER�N�\��<V N AL 302A S2 201 S2 F2 6X10 DF#2 R2 4 8 DF#2 N 1. [17 N zzuz li -2[ 00 X NEW TRUSSES O 24"OC x � 201 2X10 @ 16"OC S2 6:� LL- 201 301A 301A S2 S2 S2 M J N U LL- 00 X ' F1 7 X 9 1 PSL r7 LL REMOVE EXISTING WALL 306 305 S2 S2 N 205 0 2X10 o x1 T TIN E X10 PT APT @ 16 OC 1 "OC S2 o o EXISTING BEAM x1 T TIN E 0 co r7 �o F- F- F © X X EXISTING UPPER FLOOR FRAMING 2 X 11 EXISTING BEAM 203 S2 11 TJI/360 @ 16"OC 11 TJI/360 @ 16"OC EXISTING ROOF FRAMING 204 EXISTING UPPER FLOOR FRAMING REV. 1 —31 —24 No. Revision/Issue Date Firm Name and Address 303 304 MDT ENGINEERING s2 31403 44TH AVE S AUBURN, WA 98001 253-709-9852MD.THOMPSON@EARTHLINK.NET EXISTING PORCH ROOF FRAMING F5 4X8 DF#2 MIN F5 4X8 DF#2 MIN 303 S2 Project Name and Address MCLAUGHLIN 7011 177TH ST SW EDMONDS, WA RESUB Feb 06 2024 CITY OF BLD2023-0915 DEVELOPMENT SEDMONDSERVICES DEPARTMENT REVISED UPPER FLOOR FRAMING PLAN REVISED ROOF FRAMING PLAN Project Sheet MCLAUGHLIN 4 4 Date 1/30/2024 IS4 Scale 1 /4" = 1 '