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APPROVED BLD PLN RESUB1 BLD2023-0600+Architectural_Plan+7.12.2023_12.32.03_PM+3661251r WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. ACTUAL BUILDING HEIGHT = 15a.a16�i' • .\ MAIN �1'_ MAIN FIN. FLOOR (FFE 143.45') ��� � X �� ®I �4 SEE GENERAL NOTES City Of Edmonds Building Department Work ADDITION AND REMODEL Address 1005 CASCADE DR Owner IACOLUCCI Approved Date 07/24/2023 Building Official Elrili � ------------------------- -------------------------- Permit Number BLD2023-0600 REVISIONS DATE - PAGES - CHANGES REV1 1: REV2 REV3 REV4 REV5 APPROVED BY P �6�� �� Jul 25 202; 00�1 SEE GENERAL NOTES SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" 12 3� Separate plumbing permit required. Please apply via Mybuildingpermit.com ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & APPrtOVED PLANS MUST BE ON JOB SITE MAIN $' �❑ UPPER $' NEW GARAGE fib' 6ARAr�I= SI AB .(FFE 14L52� AVERAGE EXISTING GRADE�= 141.47 SEE GENERAL NOTES SGAL�: I/4" = I'-O" O I in N NOTES I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR CEDAR. 2. CAULK AND SEAL ALL WINDOW /DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 3. GLAZING PER STATE ENERGY CODE. 4. SEPERATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MECHANICAL, AND ELEGTRIGAL. S. PROTECTION FROM DECAY IS REQUIRED FOR ALL WOOD SIDING AND WALL FRAMING LE55 THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. �!. 5.6. =SAFETY GLASS GENERAL NOTES I. ALL CONSTRUCTION PER APPLICABLE CODES AND ORDINANCES. 2018 IRG, UPC, WSEG, IFG. 2. VERIFY ALL DIMENSIONS ON JOB SITE. BRING DISGREPANGIES TO THE ATTENTION OF OWNER/ AND/OR DESIGNER. 3. OWNER WILL VERIFY WINDOW SIZES AND MANUFAGTURER(S) WITH FRAMER BEFORE START OF CONSTRUCTION. 4. ONE WINDOW PER BEDROOM SHALL MEET EGRESS CODE. �. SKYLIGHT GLAZING PER I.R.G. 2018. 6. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS TO OWNER AND FRAMER TO REVIEW AND APPROVE BEFORE FABRICATION. 7. OWNER WILL VERIFY ELEGTRIGAL AND HEAT LAYOUTS WITH INSTALLER BEFORE INSTALLATION. 8. ALL EXTERIOR WARM WALLS TO BE 2 x 6 STUDS � 16" O.G. TYPICAL. 8008 REGISTERED RGHITEGT K EN LAIRD MANGOLD STATE OF WASHINGTON ' ^ ��,JTJ N °° r-1 r ^ V J M � L 1 • M M o ►--+ V U � o �� 0 W Q z� ' /� v J � � U � C/� H .-� '�/' � � � U W z� W � � � � -�� _� M 0 0 �-�I 111 III II III (i.0 111 � � � � .. .o � date : 0�-16-23 permit: revisions: 07-12-23 drown b� : KLM checked b� : 6N ����� O � CURRENT/2022 AGOLUGG I #22-143 RESUB Jul 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �L���TIONS r WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDINC� WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. TYP I G,�L FOOTING SIZE Gf�LGULATI ON l 14'-O" I I'-4" 3'-10" 35'-4" 4'-O" S I C POINT LOAD IN POUNDS / 1,500 PSF� = X THEN TAKE THE SQUARE ROOT TO GET THE TOTAL AREA REQUIRED OF ISOLATED PIER PAD. � 1,500 PSF BASED FROM IRG TABLE 401.4.1 WHERE THE LOWEST POSSIBLE SOIL LOAD -BEARING PRESSURE IS ASSUMED. EXAMPLE 21,5i4# / I,500 = 14.38.E = 3.T9 SQ. FT. OF AREA BY 12" THK. ACTUAL SIZE OF PIER PAD = 48"x48"xl2" FT6. Yy/ (4) #4's EACH W,4Y FOUNDATION NOTES I. PROVIDE GRAWLSPAGE DRAIN AT LOW POINT IN GRAWLSPAGE. 2. SLOPE ALL CONCRETE STOOPS AND/OR PATIOS I/4" PER FOOT AWAY FROM DOORWAYS. 3. (I) VENT IS TO BE LOCATED WITHIN 3 FT OF EACH CORNER. 4. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR CEDAR. 5. PER IRG R318.1.2, ALL FIELD END GUTS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 6. FASTENERS INTO OR IN CONTACT WITH PRESSURE TREATED OR FIRE-RETARDENT WOOD SHALL BE OF HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON, BRONZE, OR COPPER. EXCEPTION - I/2 INCH DIAMETER OR GREATER STEEL BOLTS 7. PROVIDE SOLID BLOCKING UNDER BEARING WALLS. 8. PROVIDE 6 MIL. VISQUEEN VAPOR BARRIER WITH 12" OVERLAP AT SEAMS TO TOP OF FOOTING THRU-OUT GRAWLSPAGE. G. ALL FLASHING TO BE IN COMPLIANCE WITH 2018 IRG, SECTION R703.4. FLOOR FRAMING NOTES: R-38 INSULATION USE 2x12 FLOOR JOISTS R-38 HIGH DENSITY INSULATION USE 2x10 FLOOR JOISTS 2x10 OR 2x12 FLOOR JOISTS ®16" o.G. TYPICAL UNLESS NOTED OTHERWISE w/ 2x STOCK SOLID BLOCKING ©BEARING. BEAM AND CONNECTION NOTES ALL BEAMS THAT ARE NOT WINDOW OR DOOR HEADERS OR UNLESS GALLED OUT ON THE PLANS,ARE TO BE EITHER BELOW PLATE (TOP OF BEAM IS FLUSH WITH TOP OF PLATE) OR ABOVE PLATE (THE BOTTOM OF THE BEAM I S AT THE TOP PLATE OR I N THE FLOOR SYSTEM) ALL BEAMS TO WALL CONNECTIONS ARE TO USE G516 STRAPS FROM BEAM TO THE SUPPORTING STUD/POSTS ALL BEAM HANGERS ARE TO BE SIMPSON OR SIMILAR APPROVED HANGERS. THE CONTRACTOR IS TO VERIFY PRIOR TO CONSTRUCTION THE AVAILABILITY OF HANGERS GALLED OUT ON THE PLANS A USE G516 STRAPS FOR SPLICED BEAM CONNECTIONS A8 (AT SUPPORTING POSTS) LEGEND: NEW 24" BEARING WALL SPACE ACCESS BEARING WALL ABOVE O I TO NEW ADDITION J 1 FLOOR LINE ABOVE 0 � } MULTIPLE 2x STUDS � POINT LOAD I _ _ `�Q � I (2) 2x TYP. UNLESS NOTED OTHERWISE NEW PT. LD. �� POINT LOAD ABOVE 13 -7 �� 30 x30 xl2 FT ABV. W/ (3) #4'S E.W. SMOKE DETECTOR I IOV PB66 � POST ® INTERGONNEGTED W/ BATTERY ,�+��� � � BACK-UP �n Q- CARBON MONOXIDE DETECTOR IIOV ® INTERGONNEGTED W/ BATTERY O 4" GAR DECKING ON 0 BACK-UP PER IRG315 � N 4x BEAMS � 4 -O o.c. � N (5.6.) SAFETY GLASS ON 4x4 POST ON 18" GO G FO TINC� P DS EXISTING SL?.B VTO VENT TO OUTSIDE ® UT51DE I I 50 GFM MINIMUM C I �t C I �r SHEAR NOTE: SEE SHEET A8 FOR SHEAR WALL NAILING SCHEDULE &DETAILS SHEAR LEGEND: PI-6" INDICATES SHEAR WALL ® REFER TO SCHEDULE � � `DENOTES HOEDOWN LOCATION; ® SEE PLAN FOR TYPE �®U�l�fi I ®�l ���� SEE GENERAL NOTES SCALE: I/4" = I'-O" 8008 REGISTERED RGHITEGT K EN LAIRD MANGOLD STATE OF WASHINGTON ' ^ ��JTJ N � !"'may �n L 1 • m M o ►'--+ U U � o �� O W Q� U z� C^ J / L �1 1 � U � U� F..••i W � U z� W �� � m 0 0 �-�I �-�I �-�I `� " ""' '� *�*�"' .. L date : permit: o5-I(-23 revisions: 07-12-23 drown b� : KLM Ghec�ed b� : CAN ����� �� GURi�ENT/2022 I AGOLUGG I #22- I4� RESUB Jul 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I� �OUI�D�TIO�I J r l WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDINC� WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. New exterior walls shall have a minimum of R21. Existing 2x4 walls shall have a minimum of R15. S C C �t n C �t c I �r OUTDOOR AIR SUPPLY A MEGHANIGAL SYSTEM SHALL SUPPLY OUTDOOR AIR AS REQUIRED BY 2015 IRG, SECTION M1602 THIS SYSTEM IS TO BE INTEGRATED WITH THE FORGED AIR HEATING SYSTEM MEGHANIGAL VENTILATION WHOLE HOUSE VENTILATION SYSTEM PER 2018 IRG, SECTION M1507 COMBINED SOURCE SPECIFIC FANS INTERC�RATED WITH FORGED -AIR HEATING SYSTEM SHEAR NOTE: SEE SHEET A8 FOR SHEAR WALL NAILING SCHEDULE � DETAILS SHEAR LEGEND: PI-6° INDICATES SHEAR WALL ® REFER TO SCHEDULE � � `DENOTES HOEDOWN LOCATION; ® SEE PLAN FOR TYPE ALL �xT�i�lOi� w�LLs TO �� � I �l 5���� WALL N/� I L I N6 UNLESS NOT�� OT#�EiZW15� LEGEND: MULTIPLE 2x STUDS c� POINT LOAD (2) 2x TYP. UNLESS NOTED OTHERWISE PT. LD. ^� ABV. 14'-O" I I'-4" 3'- I O" 35'-4" 4'-O" _ POINT LOAD ABOVE SMOKE DETECTOR IIOV INTERGONNEGTED W/ BATTERY BACK-UP CARBON MONOXIDE DETECTOR IIOV INTERGONNEGTED W/ BATTERY BACK-UP PER IRG315 SAFETY GLASS VENT TO OUTSIDE FAN -VENT TO OUTSIDE 50 GFM MINIMUM GENERAL NOTES I. ALL EXTERIOR WARM WALLS TO BE 2x6 STUDS 16" O.G. TYPICAL, WITH R-21 INSULATION. 2. ALL HEADERS ON MAIN FLOOR TO BE 4x10 DF-L#2 UNLESS NOTED OTHERWISE. 3. PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS. 4. INLINE FRAMING - SINGLE TOP PLATE STRAP � SPLICES AND CORNERS, EXCEPT A5 NOTED FOR SHEAR TRANSFER. 5. ALL GUARDRAILS PER MANUFACTURES SPECS. SUPPORT CAPABLE OF RESISTING A SINGLE CONCENTRATED LOAD OF 200 LBS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF RAIL 6. FASTENERS INTO OR IN CONTACT WITH PRE55URE- TREATED OR FIRE-RETARDENT WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON, BRONZE, OR COPPER. EXCEPTION - I/2 INCH DIAMETER OR GREATER STEEL BOLTS. 7. PER IRG R318.1.2, ALL FIELD END GUTS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL BE TREATED I N THE FIELD I N ACCORDANCE WITH AWPA M4. 8. ONE WINDOW PER BEDROOM SHALL MEET EC�RE55 CODE PER 2018 IRG R310.1 �. UNDER ALL PARALLEL BEARING WALLS, USE DOUBLE JOISTS OR AS NOTED ON PLANS. DOUBLE JOISTS UNDER ALL NON -BEARING PARALLEL WALLS. 10. EXHAUST FANS LARGER THAN 50GFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF OF FLEX DUCT 15 5" DIAMETER WITH MAXIMUM RUN OF 15' II. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES. 12. WSEG COMPLIANCE GERTIFIGATE REQUIRED WITHIN 3' OF ELECTRICAL PANEL. 13. ALL FLASHING TO BE IN COMPLIANCE WITH 2015 IRG, SECTION R703.4. 14. ALL OPENINGS MADE IN WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, STRAINER PLATES ON DRAIN INLETS, TUB WASTE OPENINGS TO GRAWLSPAGE, AND METER BOXES TO COMPLY WITH UPG SECTION 315.1.2 GARAGE NOTES I. GARAGE/LIVING SEPARATION, USE NO LESS THAN 5/8" TYPE "X" C�WB WHERE THE SEPARATION IS A FLOOR - GEILIN6 ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN I/2" C�WB OR EQUIVALENT. PER TABLE R302.0 2. WRAP P05T5 AND BEAMS W/ I/2" TYPE "X" 6WB 3. INSULATE ALL WARM WALLS AND CEILINGS 4. DUCTS IN THE C�ARAC�E AND DUCTS PENETRATING THE WALLS OR CEILINGS SHALL BE CONSTRUCTED OF NO. 26 GAUGE SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE C�ARAC�E 5. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE SOLID WOOD DOORS NOT LESS THAN I-3/8" IN THICKNESS, SOLID OR HONEYCOMB GORE STEEL DOORS NOT LESS THAN I-3/8", OR 20-MIN FIRE -RATED DOORS WITH SELF CLOSING HINGES PER 2015 IRG RS02.5.1. FIREPLACE NOTES: I. 'O' CLEARANCE FIREPLACE WITH DIRECT VENT. 2. FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPEGIFIGATIONS AND SHALL HAVE APPROVAL LABEL ATTACHED. 3. FIREPLACES AND STOVES MUST BE D.O.E. APPROVED AND BE TESTED, CERTIFIED AND LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. HEATING NOTES I. INSTALLATION PER ASHRAE �iOA-88 2. ALL PILOTS, BURNERS AND SWITCHES TO BE MINIMUM +18" ABOVE SLAB. 3. PROVIDE +18" PLATFORM OF 2 LAYERS 3/4" PLYWOOD, I LAYER IF PLATFORM IS ON SLAB. 4. PAN UNDER HOT WATER TANK PER 2018 UPG 507.4 IF ON A WOOD PLATFORM. 5. R4 INSULATION REQUIRED AT ALL HOT WATER PIPES IN UNHEATED SPADES PER 2018 SEG 403.4.2. 6. PRESSURE RELIEF VALVE TO EXTERIOR PER UPG SEG 608.5. �. WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER I/3 AND LOWER I/3 OF THE WATER HEATER. 8. FORGED AIR CAS HEATING SYSTEM; OUTDOOR AIR: OUTDOOR AIR INLET CONNECTS TO THE RETURN AIR PLENUM INGLUDINC� DAMPER. MINIMUM AIR EXCHANGE PER 2018 IRG, SECTION M1602 �x I �i. ����� �00���� MAIN FLOOR 57C S.F LOWFR FLOOR �C 4 S.F UPi�ER FLOOR �P>4 S.F TOTAL 1,�24 S.F. C��R�C�� 504 S.F. �� �Q��� �00���� M� I N FLOOR B� I S.F. LOWER FLOOR III S.F. Ui�P�R FLOOR ��C S.F. TOTAL 2,� I P� S.F. C��R�OE C 40 S.F. fiOfi�� I�l�� �� = ��� �� �� �� I � � �®� 8008 REGISTEfZED i?GHIT�GT K �N LAIRD MANGOLD STATE OF WASHINGTON ' ^ ��JTJ N � !--'-1 � � � j,_,� 1 L 1 • m �n o ►'--+ U U � o �� O W Q� U z� C^ J / L �1 1 � U � U� F..••i W � U z� W �� � m 0 0 �-�I �-�I �-�I `ice .. date : permit: o5-I(-23 revisions: 07-12-23 drown b� : KLM checked b� : CAN � +--F � � � O� CURRENT/2022 I AGOLUGG I #22- I4� RESUB Jul 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I� SEE GENERAL NOTES SCALE: I/4" = I'-O" M,41N FLOOR r C�ENER,4L NOTES l WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDINC� WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. II n I O O �� O A n A8 O � �I � �C O O I. ALL EXTERIOR WARM WALLS TO BE 2x6 STUDS 16" O.G. TYPICAL, WITH R-21 INSULATION. 2. ALL HEADERS ON MAIN FLOOR TO BE 4x10 DF-L#2 UNLESS NOTED OTHERWISE. 3. PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS. 4. INLINE FRAMING - SINGLE TOP PLATE STRAP � SPLICES AND CORNERS, EXCEPT A5 NOTED FOR SHEAR TRANSFER. 5. ALL GUARDRAILS PER MANUFACTURES SPECS. SUPPORT CAPABLE OF RESISTING A SINGLE CONCENTRATED LOAD OF 200 LBS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF RAIL 6. FASTENERS INTO OR IN CONTACT WITH PRE55URE- TREATED OR FIRE-RETARDENT WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON, BRONZE, OR COPPER. EXCEPTION - I/2 INCH DIAMETER OR GREATER STEEL BOLTS. 7. PER IRG R318.1.2, ALL FIELD END GUTS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL BE TREATED I N THE FIELD I N ACCORDANCE WITH AWPA M4. 8. ONE WINDOW PER BEDROOM SHALL MEET EGRESS CODE PER 2018 IRG R310.1 �. UNDER ALL PARALLEL BEARING WALLS, USE DOUBLE JOISTS OR AS NOTED ON PLANS. DOUBLE JOISTS UNDER ALL NON -BEARING PARALLEL WALLS. 10. EXHAUST FANS LARGER THAN SOGFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF OF FLEX DUCT 15 5" DIAMETER WITH MAXIMUM RUN OF 15' II. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES. 12. WSEG COMPLIANCE GERTIFIGATE REQUIRED WITHIN 3' OF ELECTRICAL PANEL. 13. ALL FLASHING TO BE IN COMPLIANCE WITH 2015 IRG, SECTION R703.4. 14. ALL OPENINGS MADE IN WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, STRAINER PLATES ON DRAIN INLETS, TUB WASTE OPENINGS TO GRAWLSPAGE, AND METER BOXES TO COMPLY WITH UPG SECTION 315.1.2 SHEAR NOTE: SEE SHEET A8 FOR SHEAR WALL NAILING SCHEDULE � DETAILS SHEAR LEGEND: PI-6" INDICATES SHEAR WALL ® REFER TO SCHEDULE � � � DENOTES HOEDOWN LOCATION; ® SEE PLAN FOR TYPE FLOOR FRAMING NOTES: 2x10 OR 2x12 FLOOR JOISTS @ 16" o.G. TYPICAL UNLESS NOTED OTHERWISE w/ 2x STOCK SOLID BLOCKING C� BEARING. R-S8 INSULATION USE 2x12 FLOOR JOISTS R-38 HIGH DENSITY INSULATION USE 2x10 FLOOR JOISTS O � � ���_����OJ� Tc ���_�� � � � O LEGEND: �� EXISTING HDR. EXISTING HDR. MULTIPLE 2x STUDS � POINT LOAD (2) 2x TYP. UNLESS NOTED OTHERWISE PT. LD. ^� �� TE3� < POINT LOAD ABOVE SMOKE DETECTOR IIOV ® INTERGONNEGTED W/ BATTERY BACK-UP CARBON MONOXIDE DETECTOR IIOV ® INTERGONNEGTED W/ BATTERY BACK-UP PER IRG315 (S.G.) SAFETY GLASS VTO VENT TO OUTSIDE FAN -VENT TO OUTSIDE ® 50 GFM MINIMUM SEE GENERAL NOTES SCALE: I/4" = I'-O" 8008 R�GIST�RED i?GHIT�GT K �N LAIRD MANGOLD STATE OF WASHINGTON ' ^ ��JTJ N � !--'-1 � � � j,_,� 1 L 1� • m �n o ►'--+ U U � o �� O W Q� U z� ^ �! J L �1 1 � U � U� F..••i W � U z� W �� � m 0 0 �� _ �� � �� � �® �_ .. date : permit: o5-I(-23 revisions: 07-12-23 drown b� : KLM checked b� : CAN ��--f��� O� GURi�ENT/2022 I AGOLUGG I #22- I4� RESUB Jul 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I� LOOK �RAMINC-�� r C�ENER�L NOTES l WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. O W z z x u� O I N I. ALL EXTERIOR WARM WALLS TO BE 2x6 STUDS 16" O.G. TYPICAL, WITH R-21 INSULATION. 2. ALL HEADERS ON MAIN FLOOR TO BE 4x10 DF-L#2 UNLESS NOTED OTHERWISE. 3. PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS. 4. INLINE FRAMING -SINGLE TOP PLATE STRAP � SPLICES AND CORNERS, EXCEPT AS NOTED FOR SHEAR TRANSFER. 5. ALL GUARDRAILS PER MANUFACTURES SPECS. SUPPORT CAPABLE OF RESISTING A SINGLE CONCENTRATED LOAD OF 200 LBS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF RAIL 6. FASTENERS INTO OR IN CONTACT WITH PRESSURE - TREATED OR FIRE-RETARDENT WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON, BRONZE, OR COPPER. EXCEPTION - I/2 INCH DIAMETER OR GREATER STEEL BOLTS. �. PER IRG R318.1.2, ALL FIELD END GUTS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 8. ONE WINDOW PER BEDROOM SHALL MEET EGRESS CODE PER 2018 IRG R310.1 �. UNDER ALL PARALLEL BEARING WALLS, USE DOUBLE JOISTS OR AS NOTED ON PLANS. DOUBLE JOISTS UNDER ALL NON -BEARING PARALLEL WALLS. 10. EXHAUST FANS LARGER THAN 50GFM MAY BE CONNECTED TO 4" SMOOTH WALL \/ENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF OF FLEX DUCT I S 5" DIAMETER WITH MAXIMUM RUN OF 15' II. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPL I ANGES. 12. WSEG COMPLIANCE GERTIFIGATE REQUIRED WITHIN 3' OF ELECTRICAL PANEL. 13. ALL FLASHING TO BE IN COMPLIANCE WITH 2015 IRG, SECTION R703.4. 14. ALL OPENINGS MADE IN WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, STRAINER PLATES ON DRAIN INLETS, TUB WASTE OPENINGS TO GRAWLSPAGE, AND METER BOXES TO COMPLY WITH UPG SECTION 313.1.2 LEGEND: MULTIPLE 2x STUDS ©POINT LOAD (2) 2x TYP. UNLESS NOTED OTHERWISE PT. LD. ^i POINT LOAD ABOVE ABV. O � SMOKE DETECTOR IIOV � ® INTERGONNEGTED W/ BATTERY BACK-UP u CARBON MONOXIDE DETECTOR IIOV ® INTERGONNEGTED W/ BATTERY BACK-UP PER IRG315 (S.GJ SAFETY GLASS A VTO VENT TO OUTSIDE I ' P`g ® FAN -VENT TO OUTSIDE 50 GFM MINIMUM SHEAR NOTE: SEE SHEET A8 FOR SHEAR WALL NAILING SCHEDULE ff DETAILS SHEAR LEGEND: PI-b" INDICATES SHEAR WALL ® REFER TO SCHEDULE � � � DENOTES HOEDOWN LOCATION; ® SEE PLAN FOR TYPE ?ALL EXTERIOfi� WALLS TO �� P 16� SH��� WALL N� I L I N6 UNL�55 NOT�I� OT�I�i�W I a� 584 EXISTING UPPER SQUARE FOOTAGE 152 NEW UPPER SQUARE FOOTAGE F3l TOTAL NEW UPPER SQUARE FOOTAGE SEE GENER,4L NOTES SCALE: I/4" = I'-O" 8008 R�615T�RED RGHIT�GT K EN LAIRD MANGOLD STATP OF WASHINGTON ' ^ ��,JTJ r N °° h-r--� � • M M o ►--+ V U � o �� 0 W Q z� ' /� v J � � U � �/� I —I ��----��--II F..Lj -� � W � � U z� W �� � -�� M O O �-�I 111 III II III (i.0 111 �--�I .. date : permit: 03-16-23 revisions: 07-12-23 drown b� : KLM checked b� : 6N � +--F � � � O F= CURRENT/2022 AGOLUGG I #22-143 RESUB Jul 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT UPPER FLOOR r WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. 2018 WASH I NGT®N �T�T� �N�i��Y O®�� SMALL DWELLING UNIT: 3 CREDITS PRESCRIPTIVE CODE COMPLIANCE FOR ALL CLIMATE ZONES (TABLE R402.I.0 TRUSS NOTES ALL TRUSSES SHALL HAVE l FENESTRATION `-+KYLIGHT 'LAZED CEILING WOOD FRAMED FLOOR BELOW GRADE SLAB R-VALUE U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE AND DEPTH 5H6G 0.30 0.50 WA R-49 R-21 Int R-30 R-10/IS/21 R-10, 2 FEET int + TS HEATING OPTIONS: Option 2: HEAT PUMP ENERGY OPTIONS: 3.2 HIGH EFFICIENCY HVAG Air -source centrally ducted heat pump with minimum HSPF of q.5 5.3 EFFICIENT WATER HEATING OPTIONS Water heating system shall Include one of the following: Energy Star rated gas or propane water heater with a minimum UEF of O.ql or Solar water heating supplementing a minimum standard water heater. Solar water heating will provide a rated minimum saving of 85 terms or 2000 k1Ni teased on the Solar Rating and Certification Corporation (SRGG) Annual Performance of OG-300 Certified Solar Water Heating systems or Water heater heated by ground source heat pump meeting requirements of Option 3.3 GREDIT(5) I� I� 3.0 I. STRESS ANALYSIS AND DRAWINGS/DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFACTURER'S STAMP ON PRE -MANUFACTURED TRUSSES. 3. BRACED TO MANUFACTURER'S SPEGIFIGATIONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEPARTMENT FOR APPROVAL AND SHALL BE KEPT ON SITE FOR FRAMING INSPECTION. 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEER CALCULATIONS. 6. ALL TRUSSES SHALL HAVE SIMPSON H-I CLIPS AT ENDS, EVERY OTHER TRUSS, 48" O.G. WHERE END TRUSSES ARE PARALLEL WITH WALL USE SIMPSON LSO � MID -SPAN. 7. USE SIMPSON STG CLIPS � ALL TRUSSES OVER NON -BEARING WALLS. 8. TRUSSES SHALL BE LEGIBLY BRANDED WITH MANUFACTURERS NAME, DESIGN LOADS, AND REQUIRED SPACING WITHIN 2'-O" OF THE CENTER SPAN ON THE BOTTOM CHORD. G. TRUSSES TO BE NON ATTIC STORAGE TRUSSES. MAXIMUM SPACE ABOVE THE BOTTOM CHORD TRUSS TO BE LESS THAN 42" HIGH AND 24" WIDE LOCATED IN THE PLANE OF THE TRUSS. FRAMING NOTES I. GUT RAFTER TAILS TO MATCH 2x TRUSSES. 2. CONNECTORS SHALL BE ENGINEERED BY TRUSSES MANUFACTURER. 3. ROOF PITCH SHALL BE AS NOTED. 4. USE SIMPSON H2.5 CLIPS � 48" O.G. AT ENDS OF TRUSSES AND RAFTERS. 5. USE SIMPSON L50 CLIPS TO CONNECT TRUSSES AND/OR GEILINC� JOISTS TO PERPENDICULAR WALLS AT MID -SECTION. 6. USE SIMPSON STG CLIPS AT NON -BEARING WALLS. 7. 2x8 RAFTERS @ 24" O.G. / 2x8 GEILINC� JOISTS � 24" O.G. TYPICAL UNLESS NOTED OTHERWISE. (MAXIMUM SPAN = 13'-7") 8. PROVIDE DOUBLE RAFTERS UNDER DORMER CRIPPLE WALLS UNLESS NOTED OTHERWISE. q. MINIMUM 8'-O" SPLICES AT BUILT-UP HIPS AND VALLEYS. NAIL TOGETHER WITH 2 ROWS OF 16d NAILS � 6" O.G. (OVER FRAMING) CONTINUOUS. 10. ROOF FLASHING SHALL BE PROVIDED AND COMPLY WITH 2O18 IRG, SECTION R705.4. LEGEND: BEARING WALL FLOOR LINE BELOW A MULTIPLE 2x STUDS � POINT LOAD A8 INDICATES 2x6 OVER FRAMING ����! MAXIMUM SPAN UNSUPPORTED AT 24" O.G. _ �'-7" AT 12" O.G. = 13'-7" O D.S. DOWNSPOUT A50 ROOF VENT ROOF VENTING CALCULATIONS PER 2018 IRG R 806.2 AREA I: 62�f SQFT AREA NEW = 2.1 SQFT REQUIRED FOR NEW 300 (50% ©EAVES) (2.1) x (50%) = I.O SQFT. MIN REQUIRED WITHIN 3' OF THE RIDGE AF50 ROOF JACK VENTS = .34 SQFT EACH VENT I.O/.34 = 3 -PROVIDE (3) AF50 VENTS WITHIN 3' OF RIDGE AREA 2: 154 SQFT AREA NEW = 0.5 SQFT REQUIRED FOR NEW 300 (50% ©EAVES) (0.5) x (50%) = 0.25 SQFT. MIN REQUIRED WITHIN 3' OF THE RIDGE AF50 ROOF JACK VENTS = .34 SQFT EACH VENT 0.25/.34 = 0.75 -PROVIDE (I) AF50 VENTS WITHIN 3' OF RIDGE AREA 3: 2G7 SQFT AREA NEW = O.qq SQFT REQUIRED FOR NEW 300 (50% � EAVES) (O.Gi�i) x (50%) = 0.5 SQFT. MIN REQUIRED WITHIN 3' OF THE RIDGE AF50 ROOF JACK VENTS = .34 SQFT EACH VENT 0.5/.34 = I.S -PROVIDE (2) AF50 VENTS WITHIN 3' OF RIDGE SHEAR NOTE: SEE SHEET A8 FOR SHEAR WALL NAILING SCHEDULE $DETAILS SHEAR LEGEND: PI-6" INDICATES SHEAR WALL © REFER TO SCHEDULE; SHEET A5 ALL EXTERIOR WALLS fi0 �� i� I -1 SHE?�R WALL N,41 L I N6 UNLE�� NOTED OTHERWISE 8008 REGISTERED RGHITEGT K EN LAIRD MANGOLD STATE OF WASHINGTON r ' ^ ���,JTTJ r N °° �'1 r ^ V J � � • M M O ►--+ V U � o �� Q W Q z� ' /� v J � � U � �� H � W � � U z� W �� � -�� M 0 0 �--�I 111 `i.�� III II III �-�I �l � `� �--�I .. L date : permit: 0�-16-23 revisions: 07-12-23 drown b� : KLM checked b� : 6N � +--F � � � O � CURRENT/2022 AGOLUGG I #22-143 RESUB Jul 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I� SEE GENERAL NOTES SCALE: I/4" = I'-O" �oo� J WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. 12 3� PRE-MFD.TRUSSES � 24" o.G. New exterior walls shall have a minimum of R21. Existing 2x4 walls shall have a minimum of R15. SHEARWALL PER PLAN 3/4" MIN. TAG PLYWOOD SUB -FLOOR GLUED � NAILED -NAIL @ 6" EDGE ff 12" FIELD W/ IOd NAILS FLOOR JOIST PER PLAN � SEE DETAIL b/DI FOR STEEL LAY OUT 24" R-4�i INSULATION UPPER f►' TYP. � FLAT ROOF -- -- 1 GONT. BIRD BLOCKING w/ SCREENED VENTS PRE-MFD. TRUSSES � 5/8" GWB � 24" o.c. CEILINGS O I/2" GWB � -�' WALLS BEDROOM NEW GARAGE fib' BATI-I 12 3� MAIN R UPPER FIN_FLOOR LowER R_ � K I TGHEN @x 6 s DS o - L- w/ R- I � O L- FLOOR JOIST PER � GARAGE I PLAN w/ T�6 I� - GLUED � NAIL LYWOOD D, � � w/ R-38 INSUL � TION. MUD ROOM MAIN FIN. FLOOR ° a -I cq GLST. - _ - - � \� � „ _J .., /��/��/Ai 4" GO SLAB O � �° I I �; \//�\//�\//�� �� GARAGE SLAB (FFE 141.32') - - - - - - — a .a ° _° 2x4 STUDS I �� q-" 6 EL ON I� GR SEE IAGE T��SHEET �//��//��//\�//\� I III � m : ° a ..Po R-ANTI TAMP GRADE a. . �//\�//�\�j//\�j _ I I - � I � I I � A///////// � VA \ \//%/ a ° I III III I � N ON w/ R-I 24" � INSULATI ERIMETE °, , a' IrFO . .d. a -III , LOWER FIN. FL�r �°` � �� � I — � � - _ — - a _ — m THD HOEDOWN PER PLAN BOTTOM PLATE NAILN6 PER SHEAR WALL SCHEDULE P.T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE W/ 3"x3"xl/4" SQ. WASHERS FINISHED GRADE m �fi�0 #�OLnOI�I��I � �OU�11��fi1O�1 TRUSSES OR RAFTERS PER PLAN ROOF SHTC� - PER SHEAR W SCHEDULE 8d � 6" O.G. 2X BLK6. W/ 16c O.G. &VENT H01 (RIP BLK'G.) OVERHANG � FASG I A SHEATH I i\ SGHEDULI 2X STUD WALL 16" O.G. SEE GENERAL NOTES SCALE: N.T.S. SG?.LE'.: N.T.S. SCALE: I/4" = I'-O" DOUBLE STUDS ^ u^' ^^'^'"' SHEARWALL P 3/4" MIN. Tff 6 I GLUED � NAILS ff 12" FIELD W/ DOUBLE RIM F BTr�I. PLATE w PER SHEARTI^L FLOOR TRUSSES PER PLAN A35 FRAMING PER SHEARWp SCHEDULE DOUBLE STUD`: SHEARWALL P TIE STRAP PER PLAN W/ ALL NAIL HOLES FILLED W/ Ibd COMMON NAILS BOTTOM PLATE NAILN6 PER SHEAR WALL SCHEDULE A35 FRAMING ANCHOR MAY BE ELIMINATED AT PI-b, AND PI-4 TYPE SHEAR WALLS, IF THE PLYWOOD PANEL SPANS RIM JOIST AND IS NAILED TO BOTH THE BOTTOM PLATE OF SHEAR WALL ABOVE AND THE TOP PLATE OF THE WALL BELOW W/ THE EDGE NAILING PATTERN SPECIFIED IN SHEAR WALL TABLE STi��i� �hOLOOI�I�I I�I�LL TO I^IE��� SIM ANc SCALE: I" = I'-O" `"'"""`"^"' A-35 CLIP 2x BLOCKING DROP TOP CHORD OF TRUSS TO AGGEPT 2X6 OUTLOOKER Ibd NAIL EA. SIDE GABLE -END TRUSS PER PLAN TRUSSES OR RAFTERS PER PLAN SHEATHING ff NAILING PER SHEAR WALL SCHEDULE OVERHANG ff FASCIA 2x STUD WALL � 16" O.G. SG�.LE'.: N.T.S. PEA 20 18 I �G G�N�i�?�L NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOEDOWNS. LOCATE HOEDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOEDOWNS, ANCHOR BOLTS, WASHERS, ff NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD 7/I6" NAIL SPACING TOP � BTM.ANGHORS BLK6. H MARK PL;4TLE SIMPSOI°MASAP PLATE VALUE#2 PLYWD. EDGES FIELD PLATES see deter) I REQ'D. NGHOR BOLT ANCHORS NAILING (#/LF) PI-6" 8d 6" 12" 6" 18" O.G. 2x4 5/8" � 48" ©48" ff ENDS (2) 16d � 10" 240 PI-4" 8d 4" 3" 12" 12" 4" 16" O.G. 2x4 5/8" © 32" 5/8" � 24" ©30" &ENDS ©24" � ENDS (2) 16d @ 7" B4�f PI-3" �� 8d 3" 14" O.G. (2) 2x4/6 (2) 16d � 5" 450 PI-2" �� 8d 2" 12" 2" 12" O.G. (2) 2x4/6 3/4" � 24" � 18" � ENDS (2) 16d � 5" 585 P2-6" �� 8d b" 12" 6" l o" O.G. (2) 2x4/6 5/8" � 24" N/A (2) 16d � 5" 480 P2-4" �� 8d 4" 12" 4" 8" O.G. (2) 2x4/6 3/4" � 20" N/A (3) 16d � 5" �700 P2-3" �� 8d 3" 12" 12" 3" 8" O.G. (2) 2x4/b 3/4" © 16" N/A (4) 16d @ 5" q00 P2-2" �� 8d 2" 2" 8" O.G. (2) 2x4/6 3/4" � 12" N/A (4) 16d � 4" II�O ��NOTE: WALLS WITH UNIT SHEAR OE 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS ff PLATES) ABUTTING PANELS NOT LESS THAN BX MEMBERS OR (2) 2X MEMBERS PER IBC 2018 AND SDPWS-2018 PER SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC, CHAPTER 4.3.�.1 #4 EXPEGTION; (2) 2X MEMBERS ARE AGGEPTABEE IN LIEU OF 3X MEMBERS STITCH NAIL DOUBLE STUDS AND PLATES TOGETHER WITH 16d NAILS � 12" O.G. STAC�ERRED ON THE STUD FAGS I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HIETY OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTAEEY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SH�,4R W,�LL NOTES �/16" OSB OR PLYWOOD SHEATHING -USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL ED6E5. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL � 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPAGINC� IS SPECIFIED AT PANES EDGES, USE I-I/2" 8d SHORT NAILS OR 3X STUDS WITH 8d COMMON NAILS. FOR 2" NAIL SPADING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD -USE 8d COMMON NAILS � 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALE PANEL ED6E5 AND 4" O.G. AT AEE SHEAR WALES, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS -JOIST PARALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOCKED AT 48" O.G. � ED6E5 W/ (4) IOd NAILS FOR THE FIRST BAY. B" x B" x I/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. PLATE WASHERS TO BE INSTALLED WITHIN I/2" OF SHEATHING 7/16" OSB OR PLYWOOD SHEATHING -STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 6A. STAPLES � 15 6A. STAPLES � 14 CAA. STAPLES � 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-I/2" O.G. - 430#/ft. 3" O.G. - BOO#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. � 6" O.G. - 620#/ft. FIELD SPACING: 12" O.G. NAILS � STAPLES. HOEDOWNS -INSTALL SIMPSON HOEDOWNS OR USP HOEDOWNS AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. PER PLAN, 51 MPSON STHD 14 OR USP STAR 14 S I MPSON MST36 OR USP MST156 SIMPSON MST48 OR USP KST248 SIMPSON HDUB OR USP TDXIO (7ia" ANCHOR BOLT MIN. SIMPSON MSTG48B3 OR USP MSTGB4B3 24" EMBEDMENT, 3" BOLT INTO (3) 2x4(6)) 8008 RE615T;=RED RGHITEGT K EN LAIRD MANGOLD STATP OF wASHINGTON r ' ^ ��,JTJ N °° r-1 r ^ V J M � • M M O ►--+ V U � o �� 0 W Q z� ' /� v J � � U � C/� H .-� '�/' � � � U W z� W � � � � -�� _� M 0 0 �--�I 111 III II III `� �--�I .. n� W L date : permit: 05-16-23 revisions: 07-12-23 drown b� : KLM GheG�ed b� : 6N ��--f��� O � CURRENT/2022 AGOLUGG I #22-143 RESUB Jul 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S�GTIO�I J r WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETG. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. 2x12 BLOCKING ROOF I NCB MATERIAL FINISH PER ELEVATION ON 7/16" OBS SOLID GDX 24-0 PLYWOOD SHEATHING; 8d � 6"O.G. EDGE 8d � 12" O.G. FIELD (7/16" OSB AGX PLYWD � EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH 8d NAILS, U.N.O. 24" CARDBOARD BAFFLE ALLOW FOR I" AIR SPADE MIN. EXTEND 12" ABOVE INSULATION. SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED � TO WEATHER � n� IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'6. W/ ' 2"� SCREENED VENT HOLES WITH I/4" CORROSION RESISTANT METAL MESH COVERING � I N. SLR. TOi� i�L_ (2) 2x TOP PLATE, LAP CORNERS, OFFSET END JOINTS BY 48" �/b" OSB. OR PLYWD. SHEATHING. NAIL 6" EDGE, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 2x STUDS � 16" O.G. TYP. SIDING W/ WEATHER RESISTANT BARRIER BEHIND SEE PLAN FOR SIDING TYPE FIN. GRADE TO SLOPE AWAY FROM BUILDING 2x BOTTOM PLA 2x RIM JOIST 2x P.T. SILL z_ V �. Z z N — REBAR PLACEMENT PER DETAIL #2 ABOVE BETWEEN RAFTERS � PROVIDE I%2" MIN. BEARING AT RAFTER ENDS 2x RAFTER SIZE � SPACING PER PLAN � RIDGE BEAM PER PLAN 2x BLOGKINC�, W/ VENT HOLES, FROM ROOF SHEATHING TO WALL TOP PLATE "SIMPSON" HI CLIP ©RAFTER TO TOP PLATE C� SCALE: N.T.S. z_ N APPROVED TRUSSES BEARING MANUFACTURER'S SEAL. SEE ROOF FRAMING PLAN FOR SPACING INSLIJLATE PER WSEG FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS FLOOR JOISTS, SIZE AND SPAG I N6 PER PLAN %2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER cn WALLS AND CEILINGS FIRE BLOCK ALL VERTI GAL OPENINGS IN WALLS AT PLATES AND FLOORS S"X 10" ANCHOR BOLT W/ 3"X3"X I/4�� PLATE WASHERS � 48" o.c. NO LESS THAN 42" � NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETG. 7" MIN. EMBEDMENT INTO GONG. EXCEPT � SHEAR WALLS -SEE SHEAR WALL NAILING SCHEDULE. GUT TAILS TO MATCH TRUSSES 5/a"X 10" ANCHOR BOLT W/ 3"X3"X I/4 " PLATE WASHERS � 48" o.c. NO LESS THAN 4Y2" ff NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETG. 7" MIN. EMBEDMENT INTO GONG. EXCEPT � SHEAR WALLS -SEE SHEAR WALL NAILING SCHEDULE. 2x P.T. SILL � ° #4 GONT. HORZ. TOP III � a � � #4 STUB UP � 48" O.G. � W/ STD. HOOK a EXTEND 14" MIN. INTO WALL �� - a 5" MIN. GLR. TYP. #4 GONT. � IN FOOTING SEE FOUNDATION PLAN FOR FTC. /FDN. SIZE ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SO I L � SCALE: N.T.S. PER IRG R403.1.3 #3 3�a" T�C� PLYWOOD SUB -FLOOR (GLUED ff NAILED) NAIL 6" EDGE, 12" FIELD W/ IOd NAILS. Boa q� � A I A I������ INSLULATE PER WSEG � f��/� 48 �� M/�X. SEE FOUNDATION PLAN - UNB?�L�NGED FOR BEAM SIZE ff POST SIZE / SPAGINC� (TALLER WALLS PER PLAN) q0# FELT . LL Z � 6 MIL. POLY VAPOR BARRIER --- m � ALL RE I NFORGEMENT v MUST BE TIED I N PLACE FOR FOUNDATION INSPEGITON SEE FOUNDATION PLAN `\ FOR FT6. /FDN. SIZE ALL FOOTINGS TO BEAR ON PROVIDE DRAIN AT LOW FIRM UNDISTURBED SOIL POINT OF CRAWL SPACE a a a a 2x SOLID BLOGKINC� BR6. WALL ABOVE TYP. FLOOR JOISTS, SIZE AND SPACING PER PLAN 2x4 GUSSET EA. SIDE z_ - "SIMPSON" A24 CLIP POST TO GONG. _ N � SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL z_ HANDRAIL GRIP I%4" - 2" � PROJECTION FROM WALL NO LESS THAN I%z" OPEN RAIL: OPEN SPADE BETWEEN PICKETS SHALL BE LESS THAN 4" CLEAR - �� U 2X4 STOP 2-2X HEADER FLOOR JOIST FIREBLOGK STAIRS: ONCE IN TOP ff BOTTOM OF RUN BETWEEN STRINGERS ff ALONG RUN BETWEEN STUDS USABLE SPADE UNDER STAIRS TO BE I HR FIRE CONSTRUCTION S/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR CEILING) I03�411 ,% \L � �fi� �fi� � = fi � ��� C� I SCALE: N.T.S. GARAGE /LIVING SEPARATIG TYPE "X" GYPSUM WALL BOAF AT GE I L I N6 /WALL a REBAR PLACEMENT PER DETAIL #2 ABOVE C� I SCALE: N.T.S. 4" GONG 4" C�RANI NOS I NCB HANGER 0 3-2x12 STR I N6ER5 Q W 2X4 BLOCKING Z (F I RESTOP) —FIREBLOGKS � STP�IR NOTES: RISER HE I C�HT = �1-�/4" MAX. TREAD DEPTH = 10" MIN. REBAR PLACEMENT PER DETAIL #2 ABOVE N�Sf-I � �i�Gf-f I T�GTS G�NEi��L NOTES: I. All construction per applicable Codes and ordinances. 2018 IRG, IBC. 2. Verify all dimensions on hod site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner will verify window sizes and manufacturers) with framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2018 IBC. 6. Truss manufacturer shall supply shop drawings to Owner and framer to review and approve before fabrication. �!. Owner will verify electrical and heat layouts with installer before installation. 8. Under all parallel bearing walls, use double foists or as noted on plan. Double foist (or extra TJI) under all non - bearing parallel walls. q. TJI products to be installed per manufacturer's installation guide and approved reports. 10. All metal connections to treated wood shall be at a minimum; triple zinc ZMAX (6185 per ASTM A653); Hot Dip C�alvanze (ASTM A123 for Connectors and ASTM153 for fasteners and anchors. I I. All bathroom fans, kitchen hood, and dryer ducts shall be exhausted through the attic to the roof or through the floor system to an outside wall. All wall ducts shall terminate at least 36" from a window opening. D�� I CAN D�T�: ROOF LOADS: LL 25#/SF DL I S#/SF TOTAL 40#/SF FLOOR LOADS: LL 40#/SF DL 10#/SF TOTAL 50#/SF DECK LOADS: LL 60#/SF DL 10#/SF TOTAL 70#/SF SOIL 1500 P5F CONCRETE: 2500 PSI AFTER 28 DAYS (5%2 SACK MIX) -3000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT 15 BETWEEN 5-7% (TABLE 402.2 IRG) MASONRY PER 2018 IBC STEEL PER 2018 IBC (GRADE 60) WOOD PER 2018 I BG NAILING PER 2018 IRG NAILING PER TABLE R602.3(I) WIND: I10 MPH SEISMIC: ZONE - D (D2 RESIDENTIAL) V =see design calculations(Wdl) WEATHERING POTENTIAL: MODERATE FROST LINE: 12" E.FP.: 45 PSF 4 BEAM: DOUC�LAS FIR #2 fv = 180 fb = q00 PSI E = I ,F�00,000 6 BEAM: DOUC�LAS FIR #2 fv = 170 fb = 8�5 PSI E = 1,300,000 4" POST: DOU6LA5 FIR #2 FC II = 1350 PSI E = 1,600,000 6 POST: DOUC�LAS FIR #2 FC II = 700 PSI E = 1,300,000 JOISTS ff RAFTERS HEM FIR #2 & STUDS: fv = 150 fb = 850 PSI E = 1,300,000 6LU-LAM BEAMS: fv = 240 psi fb = 2,400 psi (reduced by size factor, GF�KI) E = 1,800,00o psi NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE NOTED ON THE PLANS. I. SUBFLOOR: Tff C� PLYWOOD OR OSB APA RATED STUDD-I-FLOOR 16" O.G., 3/4" WALL ff ROOF SHEATHING: APA RATED SHEATN6 24/16 �/16" 8008 R�615T�RED RGHIT�GT K EN LAIRD MANGOLD STATP OF WASHINGTON ' ^ ��.JTJ N °° h-r--� � • M M o V U �° � u 0 W Q y z� ' /� v J � � U � �/� I —I ��----��''II F..Lj -� � W � � U z� W �� � -�� M 0 0 �--�I 111 III II III (i.0 111 `� �--�I .. L date : permit: 0�-16-23 revisions: 07-12-23 drown b� : KLM GheG�ed b� : 6N �♦���� O � GURi�ENT/2022 AGOLUGG I #22-143 RESUB Jul 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J