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REV1 APPROVED BLD RESUB1 BLD2023-0915+Architectural_Plan+6.6.2024_1.38.56_PM+4306099SHEET 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 F_ :21 Dim .01111]1117110[eZyIts]ILl 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 General Notes BLD2023-0915 REV. 7-21 —23 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 REVISED PLAN APPROVED Project Name and Address CITY OF EDMONDS BUILDING DIVISION MC CITGHLIN Y ST SW EDMONDS, WA RESUB REVISION Jun 07 2024 CITY OF BUILDING OFFICIAL Jun 07 20DEVELOPMENT OERVICES CITY OF EDMONDS DEPARTMENT DEVELOPMENT SERVICES DEPARTMENT Jun 11 2024 APPROVED DATE Faroject Sheet MCLAUGHLIN Date 6/6/2024 CS 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 Co Ine General Notes �'�'-E THOWAS&M- 25839 RFGIr- S/ONAL V' BLD2023-0915 REV. 7-21 —23 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 REVISION Jun 07 2024 Jun 07 2024 CITY OF DEVELOPMENT SEDMOERVCES CITY OF EDMONDS DEPARTMENT DEVELOPMENT SERVICES DEPARTMENT I roject Sheet MCLAUGHLINate 6/6/2024 A] Scale 1 /4" = 1 ' EXISTING FRONT ELEVATION 4 EXISTING LEFT ELEVATION 1» _ 4 EXISTING REAR ELEVATION 4 EXISTING RIGHT ELEVATION 4 General Notes BLD2023-0915 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 RESUB REVISION Jun 07 2024 Jun 07 2024 CITY OF DEVELOPMENT SEDMOERVCES CITY OF EDMONDS DEPARTMENT DEVELOPMENT SERVICES DEPARTMENT fScale Sheet AUGHLIN /2024 A2 " = 1 ' ow-1 A- iv_n1- REVISED MAIN FLOOR PLAN NOTE: ALL NEW WINDOWS WILL HAVE A U-VALUE = 0.29. 4 — 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 General Notes H 0MA 25839 N AL BLD2023-0915 REV 5-24-24 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 RESUB REVISION Jun 07 2024 Jun 07 2024 CITY OF DEVELOPMENT SEDMOERVCES CITY OF EDMONDS DEPARTMENT DEVELOPMENT SERVICES DEPARTMENT I roject Sheet MCLAUGHLINate 6/6/2024 A3 Scale 1 /4" = 1 ' NEW ROOF DECK PLAN 1 _ 4 General Notes BLD2023-0915 REV 5-24-24 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 RESUB REVISION Jun 07 2024 Jun 07 2024 CITY OF DEVELOPMENT SEDMOERVCES CITY OF EDMONDS DEPARTMENT DEVELOPMENT SERVICES DEPARTMENT Project Sheet MCLAUGHLIN Date 6/6/2024 A4 Scale 1 /4" = 1 ' General Notes THOM_ �G of WAS// 61 �P O 2 MAX. RIDGE ELEV. 25839 ��'�' RFG/STEREO ELEV. 436.3' �SS�ONA1- ACTUAL RIDGE ELEV. ELEV. 433.7' C0I114- 0 a 0 I J�i A CID 1,O I o 1 (U M CU o z 0 I CID AVG. GRADE ELEV. 41 1.3' ELEV. 410.6' EXISTING GRADE REVISED REAR ELEVATION REVISED FRONT ELEVATION 4 BLD2023-0915 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 MD.THOMPSON@EARTHLINK.NET Project Name and Address MCLAUGHLIN 7011 177TH ST SW EDMONDS, WA RESUB REVISION Jun 07 2024 CITY OF Jun 07 2024 DEVELOPMENT SEDMOERVCES DEPARTMENT CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISED LEFT ELEVATION REVISED R G H T ELEVATION Project Sheet III" , ' MCLAUGHLIN 4 A 5 Date 6/6/2024 Scale 1 /4" = 1 ' z 0 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 — 2" GWB UPPER FLOOR CONSTRUCTION: 4" T&G APA RATED FLOOR SHEATHING FLOOR JOISTS PER PLAN R30 INSULATION 2" 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 2X4 STUDS © 16"OC R21 INSULATION MIN. — R15 BATT INSULATION & R6 RIGID INSULATION ON EXTERIOR 2" GWB BUILDING CROSS SECTION 4 General Notes 25839 RFGI�E� S/ONALE' BLD2023-0915 REV 5-24-24 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 RESUB REVISION Jun 07 2024 Jun 07 2024 CITY OF DEVELOPMENT SEDMOERVCES CITY OF EDMONDS DEPARTMENT DEVELOPMENT SERVICES DEPARTMENT I roject Sheet MCLAUGHLINate 6/6/2024 A6 Scale 1 /4" = 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). 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 TYPE I SHEATHING (NOTE 5) 1A I 7/16" MIN. APA RATED SHEATHING OR APA RATED SIDING 303 ONE SIDE 1 I 7/16" MIN. APA RATED SHEATHING OR APA RATED SIDING 303 ONE SIDE 2 I 7/16" MIN. APA RATED SHEATHING OR APA RATED SIDING 303 ONE SIDE 7/16" MIN. APA RATED SHEATHING OR APA RATED 3 SIDING 303 ONE SIDE �.128" X 3", '`� 16d COMMON = 0.162" X 3 i". SHEAR WALL SCHEDULE FASTENER SPACING (COMMON BOTTOM PLATE NAILING OR OR GALVANIZED BOX NAILS) ANCHOR BOLTS 8d ® 6" OC 16d ® 8" OC OR " A.B. @ 4'-0" OC 8d @ 6" OC 16d @ 6" OC OR " A.B. ® 3'-2" OC OR 8" A.B. @ 4'-0" OC 8d @ 4" OC 16d ® 4" OC OR " A.B. @ 2'-2" OC OR 8" A.B. @ 3'-4" OC 8d @ 3" OC J"X5"LAG SCREWS®8" OC OR J" A.B. @ 1'-9" OC OR J" A.B. CAD 2'-8" OC r. PROVIDE ALL ANCHOR BOLTS WITH 3" X 3" X J" PLATE WASHERS. LOCATE WITHIN J" OF SHEATHING. 14. AT GARAGE JAMBS, REFER TO LATERAL RESTRAINT PANEL DETAIL 401 S1. 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 FRAMING ANCHORS I ALLOWABLE SHEAR (NOTES 7 & 8) RBC ® 32" OC I 130 PLF LTP4 ® 48" OC A35 @ 48" OC RBC ® 18" OC I 242 PLF LTP4 ® 30" OC A35 @ 30" OC RBC ® 12" OC I 353 PLF LTP4 @ 18" OC A35 @ 18" OC RBC ® 10" OC I 456 PLF LTP4 @ 15" OC A35 ® 15" OC = V. I I J UIHMG I GR A L 2, I Vd I.VIVIMVIN = V. NOTES 1, 2, 3, 11 1, 2, 3, 11 1, 2, 3, 11 1, 2, 3, 11 MCLAUGHLIN i U EVISI N Jun 07 2014 CITY OF EDMON EVELOPMENT SER ICES DEPARTMENT �Eo I THOM 25839 ZGISTE 3 ONALE� -~ N z N � NN Lo W(n0� 0 I W W Q O 0 z�Q'�o 4� :;7Z�CO z ro CIE W0mw� � Z QO 0 W Q 75 :2 W REVISION DATES: REV. 1-31-24 Q cf) LLJ D c/ p p Ld Z = 0 U (n p � w REW w z Jun O'f 202 o Q CITY OF(~MONDS Z a_ DEVE LOPMEiJT SERVI ES J J 2EPART ENT Q J I\ LJ >Q 0 I_ J W Q =:) Q — w r W 0 = I— _ tL V) 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 AIREQUIRED) PLAN AIREQUIRED) i 71 SCREWS @ 8" OC STAGGERED DPLAN RILL AND EPDXY DRILL ND PDXYTHREADED .r- 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 �D - ii ? 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 � I-1 � I- � 6 8. (2) #4 REBAR CONTINUOUS 4 II TO MEET SPACING -_ - -_ ul TO MEET SPACING -II 117 � I 9. SHEATHING AND NAILING PER _ _ �-III-III 6. SHEATHING AND NAILING PER � I- I -III- 6. SHEATHING AND NAILING PER ' SHEARWALL SCHEDULE ZL g I I -I 7 �o SHEARWALL SCHEDULE I_ 7 SHEARWALL SCHEDULE g 10.FLOOR JOISTS PER PLAN 3 0 w 4 -1 I_ ;,I I, 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 01 202 203 204 205 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 4. SIMPSON DTT2Z 2 3 5. SHEARWALL NAILING PER 3. 2X BLOCKING W/8d NAILS @6" O.C. 5. ROOF DECK JOISTS PER PLAN 5. EXISTING STUD WALL W/ SHEATHING SCHEDULE 4. GABLE END TRUSS 7 W/3/4" T&G FLOOR SHEATHING & NAILING PER SW SCHEDULE 5. SIMPSON DTT2Z 6 6. SIMPSON RBC SPACED PER 5. 2X4 @ 24"OC 6 SLOPED 1/4" PER FOOT 6. ROOF DECK JOISTS PER PLAN 6. 2X RIM JOIST BETWEEN 4 ALL SCHEDULE W/ LEVEL RAISED DECKING W/3/4" T&G FLOOR SHEATHING CANTILEVERED BEAMS 4 6. SIMPSON FRAMING ANCHOR 1 SLOPED 1/4" PER FOOT 7. TREATED 2X LEDGER Wf 2 PER SHEARWALL SCHEDULE 3 W/ LEVEL RAISED DECKING 2 ROWS 1/4" X 3 1/2' SDS 2 5 4 5-1 7. RAILING W/4" MAX SPACING SCREWS @8" OC STAGGERED 8. PARAPET WALL W/SCUPPERS FOR 5 B D, 3 DRAINAGE 7 6 6� 4� 7 2 2 3� 2 5 1 7. 6X FILLER 8. CRICKET PER ROOF PLAN ILVL 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 _vsill un d7 M ITY OF EDMONI ELOPM NT SER' DEPA RTMENT NOTE: FOOTING DESIGN IS BASED ON 2500 PSI CONCRETE AND AN 8 306 3/4"=l'-O" -LV-L- 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# Rl 48 48"x48" 12" (4) #5 EACH WAY 24000# 54 54"x54" 12" (5) #5 EACH WAY 30375# 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# l�J N ����E T HOM G �()� --ysH�tics�2 ,dP 2 25839 RFGI�E S/ONALE� N z N � NN Lo W(n0� w I W< 0 z�Q'�o � 4� CO �Q �u zro 0 W�mw� �Dz 0 Q-Q w I REVISION DATES: REV. 1-31-24 REV. 5-24-24 rL c/i 0 Z O 0 W 07 RESU Q w Jun O'f 202 CITY OF(~MONDS DEVE LOPMEiJT SERVI ES J 2EPART ENT Q 0 I_ J H F- O U Q w 0 0 = o r- rn C/) SCALE: DATE: NO SCALE 10-4-21 DRAWN BY: SHEET NO. MDT PROJECT NO. MCLAUGHLIN 101, S2 VENTILATION CALCULATION: AREA = 15' X 15' = 225 SF REQUIRED VENT AREA = 225 / 150 = 1.5 SF VENT AREA = 105 / 144 X .75 = .547 SF/VENT VENTS REQUIRED = 1.5 / .547 = 2.74 = 3 VENTS MIN. 102 ❑S2 8 18 108 S2 FF i 108 S2 LLF 108 S2 101A II S2 103 FOUNDATION VENT S2 107 S2 EXISTING BEAM � � � II � @ � II � � � II 2X10 @ 16"OC II EXISTING SLAB ON GRADE EXISTING FLOOR FRAMING EXISTING 2X4 © 16"OC @ GARAGE ADD 2X4 © 32"OC (EVERY OTHER STUD) AT BEARING WALL EXISTING PORCH FRAMING EXISTING BEAM REVISED MAIN FLOOR FRAMING PLAN 4 101, S2 PROVIDE 18"X24" CRAWL SPACE ACCESS FROM EXISTING TO NEW CRAWL SPACE. General Notes E THNZ �"G �a� rASN/��s�2 25839 eGISTE S/ONALE� BLD2023-0915 REV. 5-24-24 REV. 5-2-24 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 RESUB REVISION Jun 07 2024 Jun 07 2024 CITY OF DEVELOPMENT SEDMOERVCES CITY OF EDMONDS DEPARTMENT DEVELOPMENT SERVICES DEPARTMENT f Sheet AUGHLIN /2024" = 1 ' General Notes OM \NAS'Os � OF y/y O � 2 25839 GISTF ONA 302A S2 201 S2 F2 6X10 DF#2 R2 4 8 DF#2 N 1. [17 N L� -2[ 00 X NEW TRUSSES O 24"OC x � 201 2X10 @ 16"OC S2 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 o 0 X X EXISTING UPPER FLOOR FRAMING 2 X 11 EXISTING BEAM BLD2023-0915 203 S2 11 J TJI/360 @ 16"OC REV. 5-24-24 11 TJI/360 @ 16"OC SLOPE "/FT, PROVIDE RIPPED SLEEPERS EXISTING ROOF FRAMING TO MATCH SLOPE W/ LEVEL DECKING 204 EXISTING UPPER FLOOR FRAMING REV. 1 —31 —24 No. Revision/Issue Date Firm Name and Address 303 PO4 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 REVISION Jun 07 2024 CITY OF Jun 07 2024 DEVELOPMENT SEDMOERVCES DEPARTMENT CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISED UPPER FLOOR FRAMING PLAN REVISED ROOF FRAMING PLAN Project Sheet MCLAUGHLIN 1" 1" 9 _ 1' 4 _ 1 4 Date 6/6/2024 IS4 Scale 1 /4" = 1 '