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Building Plans (2); <5 OR MORE ; ; 1.0 G -PM FLOW. I. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET t0 BE SAFETY GLASS. 6. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS S. SMOKE ALARMS - t0 BE INSTALLED PER SEC 83143 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE ;9 SLEEPING AREA IN THE IMMEDIATE VICINITY OF 0 THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, AND ALARMS t0 BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ALARMS t0 BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT 5' -0i' 4 11 EDGE F SLAB P.. POST 0 LL =SMOKE ALARM -CARBON MONOXIDE COMBO. ''' Z C..1-1 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR E OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY m 0 OF THE BEDROOMS. PER 2016 IRC E WA. STATE AMENDMENTS SEC 8315. 11. INSULATE ALL WATER PIPES t0 MINIMUM R-3 PER WSEC R403.53. 4 12. ALL DUCTS E EXHAUST DUCTS IN UNCONDITIONED A Z SPACES SHALL BE INSULATED t0 A MINIMUM OF - R-8 PER WSEC R4033.1. DUCTS WITHIN A CONCRETE M1 AND BORING J L J GENERAL NOTES: - BEARING OR EXTERIOR WALL R-10 WITH INSULATION DESIGNED TO BE USED ❖ zM A �y� � NOTCH 259, BORING 4.09. NOTE- BELOW GRADE. 9 52 0 dj 9 - 60% BORING IF DOUBLED t FASTENERS FOR TREATED `t I. ALL WORK t0 BE IN CONFORMANCE WITH 2018 IRC. WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE i LESS OR EQUAL SUCCESSIVE STUDS. WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS 1'-11 2. VENC ALL EXHAUST FANS, DRYER VENTS AND - NON-BEARING MAXIMUM NOTCH 4x, BORING SILICONE, BRONZE OR OF 11.0 HEAT 5'-8' RANGES TO OUTSIDES. Lu WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS - HOLES NO CLOSER THAN 5/8 CO"D 4' 3. VENT WATER HEATER PRESSURE RELIEF VALVES FRAMING MEMBER FACE TO WHICH WALL, CEILING INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL INCH TO FACE OF STUD. _ PUMP OR FLOOR MEMBRANES WILL BE ATTACHED PIPE SHALL BE PROTECTED BY SHIEL TES TO OUTSIDE. 4x4 P.T. POST FOUNDATION NOTES: 6/0X STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM 4. PROVIDE FIRE BLOCKING At ALL PLUMBING AND OVER THAT COVER THE WIDTH OF THE PIPE AN E W/ PB BASE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS 40'-0' 3. ALL BEAMS TO BE 4x10 DFL *2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' CONC. PADS UNLESS NOTED MECHANICAL PENETRATIONS. ON 24'x24'xl2' OTHERWISE. AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH EGRESS 11 5. ALL SHOWER WALLS t0 BE WATERPROOF t0 CONCRETE FTG. STAIRWAY HAS SIX OR MORE RISERS. II' -0' 29'-0' AND MINIMUM 12' ABOVE DRAIN. (2 PLACES) BASE *CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT BOTTOM TRACK, TOP PL OR TOP T 6. SHOWERHEADS 4 KITCHEN FAUCET t0 BE LIMITED 0 THE INSULATION ON THE SURROUNDING SURFACES. EDGE OF SLAB BUILT INH 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION 8408. t0 MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER CRAWL SPACE VENTILATION *FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE A VE THE BOTTOM FRAMI EMB AND NOT TOTAL NET FREE AREA FLOOR INSULATION. `Q 0 LU LAVATORY FAUCETS TO BE LIMITED t0 MAXIMUM 4 1.0 G -PM FLOW. I. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET t0 BE SAFETY GLASS. 6. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS S. SMOKE ALARMS - t0 BE INSTALLED PER SEC 83143 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE ;9 SLEEPING AREA IN THE IMMEDIATE VICINITY OF 0 THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, AND ALARMS t0 BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ALARMS t0 BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT 5' -0i' 4 11 EDGE F SLAB P.. POST 0 LL =SMOKE ALARM -CARBON MONOXIDE COMBO. ''' Z C..1-1 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR E OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY m 0 OF THE BEDROOMS. PER 2016 IRC E WA. STATE AMENDMENTS SEC 8315. 11. INSULATE ALL WATER PIPES t0 MINIMUM R-3 PER WSEC R403.53. 4 12. ALL DUCTS E EXHAUST DUCTS IN UNCONDITIONED A Z SPACES SHALL BE INSULATED t0 A MINIMUM OF - R-8 PER WSEC R4033.1. DUCTS WITHIN A CONCRETE M1 J L J SLAB OR IN THE GROUND SHALL BE INSULATED t0 �Q R-10 WITH INSULATION DESIGNED TO BE USED ❖ zM A �y� � G j BELOW GRADE. 9 52 0 dj 9 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO / PB BASE ON 24'x24'xl2' `t = 100 SQ INCH TRANSFER GRILL WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE i 52 0 `r 1'-11 OUTSIDE THE BUILDING. PER 8303.5.2. il FE 0 OF 11.0 HEAT 5'-8' ' Lu WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE t0 BE MODEL CARRIER 4' GONG. SLAB FRAMING MEMBER FACE TO WHICH WALL, CEILING INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL 25 _ PUMP OR FLOOR MEMBRANES WILL BE ATTACHED PIPE SHALL BE PROTECTED BY SHIEL TES \ a' FOUNDATION NOTES: 6/0X STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM \\\ OVER THAT COVER THE WIDTH OF THE PIPE AN E 4' COMPACT OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS Ij� � O ON �FL-AN 3. ALL BEAMS TO BE 4x10 DFL *2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' CONC. PADS UNLESS NOTED FRAMING MEMBER AND THAT NOT 0 - 1/411- 1 I-OII OTHERWISE. AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH EGRESS THAN THAN 4 INCHES TO EAC FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STHD EDGE DISTANCE 1-1/2" MIN 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. STAIRWAY HAS SIX OR MORE RISERS. MEMBER WHERE THE ING MEMS A E `r SAND AND GRAVEL PIPING PASSES THROUG A BOTT A BASE *CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT BOTTOM TRACK, TOP PL OR TOP T VENTILATION 0 THE INSULATION ON THE SURROUNDING SURFACES. SHI -' PLATES SHALL C THE F G BUILT INH 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION 8408. ER AND EXTEND NO S THAN CHE CRAWL SPACE VENTILATION *FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE A VE THE BOTTOM FRAMI EMB AND NOT TOTAL NET FREE AREA FLOOR INSULATION. `Q 0 LU BER * 4 BARS PROVIDE SCREENED VENTS t CRAWL ACCESS HATCHES OR DOORS 10.PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SQUARE PLATE WEATHERSTRIPPED AND INSULATED TO 5 -1' 5' 1' 5'- • ' 6`Q SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. LE ALENT TO THE INSULATION ON THE ,S VENTCJ REQ�� ' U G SURFACES 18, O.C. 16. HOUSE VENTILATION 24 HR TIMER, READILY - THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) - I I I I M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST I 4X1 T P rTO CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE M1502AB.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY ' O� 'n MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2018 WSEC TABLE 8402.4.1.1. UTILITY ROOM NOTES/MAKE UP AIR: PER IRC G2439 1. WHERE THE EXHAUST DUCT 18 CONCEALED WITHIN THE BUILDING CONSTRUCTION AND THE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS CRAWL. G � EXHAUST DUCT SHALL BE IDENTIFIED ON A z" PERMANENT LABEL OR TAG. THE LABEL OR ,- TAG SHALL BE LOCATED WITHIN 6 FT OF THE 0 EXHAUST DUCT CONNECTION PER G2439.15. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET 18 DESIGNED FOR THE IL V SQU EN .4 OR AR IE 0 Z OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSlUBE OR HR UGH UT RA LS AC LA SP ICE 12'. CBL CK = Q \� N - (ES20roo I - , f/-kl XI0 t , ' '-6 5-2- 5' 2'-0' M 77 >k�' - 1 TV 5 '-2' 6' ' 11 -81' 4'-1 ' 41-41 Xl t `n 4X 0 T - 0 0 � LO 4of\ C IN. 15'X24'-1 W AC ES \ /jp_ Ln 9 g • 52.0 SIM , �\ m CONC. SL 52 0 R 4'r- CT i NO GRA AS SLOPE 4 10 Trp 3 DO ' A Ig 0 - - i oP moi. LIC \+10 10 TY - 1 9 '-8' 5'- I'- - - I CONT. FTG. 01 4 CONC. SLAB r - - N OVER 4' COMPACT a oil SAND AND GRAVEL BASE 52 0 m WSW18X6 STRONGWALL. SEE SIMPSON PRODUCT GUIDE FOR FINISHED CURB HEIGHT E 1.0 G -PM FLOW. I. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET t0 BE SAFETY GLASS. 6. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS S. SMOKE ALARMS - t0 BE INSTALLED PER SEC 83143 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE ;9 SLEEPING AREA IN THE IMMEDIATE VICINITY OF 0 THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, AND ALARMS t0 BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ALARMS t0 BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT 5' -0i' 4 11 EDGE F SLAB P.. POST 0 LL =SMOKE ALARM -CARBON MONOXIDE COMBO. ''' Z C..1-1 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR E OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY m 0 OF THE BEDROOMS. PER 2016 IRC E WA. STATE AMENDMENTS SEC 8315. 11. INSULATE ALL WATER PIPES t0 MINIMUM R-3 PER WSEC R403.53. 4 12. ALL DUCTS E EXHAUST DUCTS IN UNCONDITIONED A Z SPACES SHALL BE INSULATED t0 A MINIMUM OF - R-8 PER WSEC R4033.1. DUCTS WITHIN A CONCRETE M1 M 0 SLAB OR IN THE GROUND SHALL BE INSULATED t0 -. N R-10 WITH INSULATION DESIGNED TO BE USED ❖ zM A �y� 4x4 P.T. POST G j BELOW GRADE. 9 52 0 dj F oho 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO / PB BASE ON 24'x24'xl2' = 100 SQ INCH TRANSFER GRILL WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE i �a y N HV 1'-11 OUTSIDE THE BUILDING. PER 8303.5.2. il FE 14. GAS PIPING IS t0 BE PROTECTED PER G2415.1. OF 11.0 HEAT 5'-8' ' Lu WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE t0 BE MODEL CARRIER HEAT FRAMING MEMBER FACE TO WHICH WALL, CEILING INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL 25 A8245*030 PUMP OR FLOOR MEMBRANES WILL BE ATTACHED PIPE SHALL BE PROTECTED BY SHIEL TES \ a' FOUNDATION NOTES: 6/0X STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM \\\ THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE THAT COVER THE WIDTH OF THE PIPE AN E 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS Ij� � O ON �FL-AN 3. ALL BEAMS TO BE 4x10 DFL *2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' CONC. PADS UNLESS NOTED FRAMING MEMBER AND THAT NOT 0 - 1/411- 1 I-OII OTHERWISE. AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH EGRESS THAN THAN 4 INCHES TO EAC FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STHD EDGE DISTANCE 1-1/2" MIN 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. STAIRWAY HAS SIX OR MORE RISERS. MEMBER WHERE THE ING MEMS A E `r 6 FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, OR BY ANOTHER APPROVED METHOD. CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. PIPING PASSES THROUG A BOTT A 1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. *CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT BOTTOM TRACK, TOP PL OR TOP T VENTILATION 0 THE INSULATION ON THE SURROUNDING SURFACES. SHI -' PLATES SHALL C THE F G BUILT INH 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION 8408. ER AND EXTEND NO S THAN CHE CRAWL SPACE VENTILATION *FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE A VE THE BOTTOM FRAMI EMB AND NOT TOTAL NET FREE AREA FLOOR INSULATION. L S THAN 4 INCHES BELOW FRAMING 0 REQ'D 1164/150 = 11.16 SQ. FT. BER ' GALVANIZED STEEL PROVIDE SCREENED VENTS t CRAWL ACCESS HATCHES OR DOORS 10.PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SQUARE PLATE WEATHERSTRIPPED AND INSULATED TO 11. INDICATES 'SIMPSON' HOLDDOWN. SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. LE ALENT TO THE INSULATION ON THE ,S VENTCJ REQ�� ' U G SURFACES 16. HOUSE VENTILATION 24 HR TIMER, READILY CESS15LE d WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) - 1-1. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE M1502AB.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY ' COMPLETELY FILLING THE CAVITY WITH A 'n MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2018 WSEC TABLE 8402.4.1.1. UTILITY ROOM NOTES/MAKE UP AIR: PER IRC G2439 1. WHERE THE EXHAUST DUCT 18 CONCEALED WITHIN THE BUILDING CONSTRUCTION AND THE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FT., THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A z" PERMANENT LABEL OR TAG. THE LABEL OR ,- TAG SHALL BE LOCATED WITHIN 6 FT OF THE 0 EXHAUST DUCT CONNECTION PER G2439.15. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET 18 DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSlUBE OR II II II II - II COY REO PO CH C NC. 0 II � II II I:,, P, mml E ii M1 M POR A N to LAt O YP. 2 (10' MAX. HEIGHT) MAKE UP AIR SHALL BE PROVIDED BY OTHER ❖ zM A �y� 4x4 P.T. POST G j APPR MEANS PER G243c3B. 9 52 0 dj F oho / PB BASE ON 24'x24'xl2' = 100 SQ INCH TRANSFER GRILL i �a y N HV 1'-11 CONCRETE FTG. 16'-3' il FE 14'-10' OF 11.0 HEAT 5'-8' 19'-6' Lu INTERIOR STAIRWAY ILLUMINATION PER SEC 8303.1 IRC IVIF t0 BE MODEL CARRIER HEAT Ll INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL 25 A8245*030 PUMP LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. 5/0X6/0 X FOUNDATION NOTES: 6/0X STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE � f U A 7 I 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS Ij� � O ON �FL-AN 3. ALL BEAMS TO BE 4x10 DFL *2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' CONC. PADS UNLESS NOTED THAN I FOOT-CANDLE MEASURED AT THE CENTER OF TREADS 1/411- 1 I-OII OTHERWISE. AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH EGRESS 4. ALL POSTS t0 BE ANCHORED AGAINST LATERAL MOVEMENT. FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STHD EDGE DISTANCE 1-1/2" MIN 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. STAIRWAY HAS SIX OR MORE RISERS. BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE. ADJUST CRAWL SPACE VENTS TO 5E 12' MINIMUM AWAY FROM HOLDOUIN5 6 FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, OR BY ANOTHER APPROVED METHOD. CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. 1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. *CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO EXTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 IRC VENTILATION 0 THE INSULATION ON THE SURROUNDING SURFACES. EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL BUILT INH 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION 8408. LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE CRAWL SPACE VENTILATION *FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY TOTAL NET FREE AREA FLOOR INSULATION. POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS USE 3' x 3' x 1/4' REQ'D 1164/150 = 11.16 SQ. FT. 9. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GALVANIZED STEEL PROVIDE SCREENED VENTS 10.PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SQUARE PLATE FOR VENTILATION 11. INDICATES 'SIMPSON' HOLDDOWN. SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. WASHERS FOR ALL ANCHOR BOLTS ,S VENTCJ REQ�� 12. SEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (SHT 51.0). a II II II II - II COY REO PO CH C NC. 0 II � II II I:,, P, mml E ii 6/Ox /0 SGD S:Ci. 01 MASTER 5PRM V CLG. 1 METAL FIREPLACE INT. VAULT LN. 0 I INSTALL PER MFR Z�I1(dY-----�4-------- - I SPECS. PROVIDE 6' IN. OUTSIDE AIR GRE? ROOM PINING ROOM I VAULTED 9' CLG. i 110V I OP = BUI 1 119'-6' I 7n\\' - ---8, pPNCs. ----- KITCHEN 9' CLG. RAO 100 CFM VEP.OS REFE If -` 7 n 1 N MIN. CRAWL E N PEN/SEPROOM 2 9' CLG. w M1 M ❖ zM A �y� x4 f I.T. POST G j � cw E E F oho i �a y N HV 4C UNIT TO BE MODEL CARRIER -0 FE ANF002+U1 MIN. HSP-- OF 11.0 HEAT o N Lu IVIF t0 BE MODEL CARRIER HEAT Ll 25 A8245*030 PUMP 5/0X6/0 X 5/0X6/0 XO 6/0X /0 XO X EGRESS N `r OPTIONAL 0 BUILT INH n C13 8'. 6/Ox /0 SGD S:Ci. 01 MASTER 5PRM V CLG. 1 METAL FIREPLACE INT. VAULT LN. 0 I INSTALL PER MFR Z�I1(dY-----�4-------- - I SPECS. PROVIDE 6' IN. OUTSIDE AIR GRE? ROOM PINING ROOM I VAULTED 9' CLG. i 110V I OP = BUI 1 119'-6' I 7n\\' - ---8, pPNCs. ----- KITCHEN 9' CLG. RAO 100 CFM VEP.OS REFE If -` 7 n 1 N MIN. CRAWL E N PEN/SEPROOM 2 9' CLG. w 01,1011LV ,0 PAIR M1 M ❖ zM A �y� G j � cw E E F oho i �a y N z r z" -0 01,1011LV ,0 PAIR M1 M ❖ zM A �y� ♦♦♦ � cw E E F oho 01,1011LV ,0 PAIR BEPROOM 5 V CLG. a - EGRESS &/0X&/0 XOX -1'-5' 41-11 12'-0' 14'-10' WHOLE HOUSE VENTILATION: *REFER TO SHEET N-2 TABLE 1505.43(1) E 1505.43(2) FOR FAN SIZING: AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. E NTRY ZOA M C4 9 51-81 13/8' IN. SOLID CORE ELECTRIC WATER SEL CLOSING DOOR HEATER WITH WOCID,STEEL INTEGRATED HEAT OR:20 MIN. RATED PUMP TIER III NEAR SPEC, MODEL RHEEM PROPH50 0 IMPACT BARRIER IF -H] HEAT DETECTOR INTERCONNECTED PER 314.23 G�1�GE USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB 0 NO DUCT OPENINGS IN GARAGE. m DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. x 8/0 O.H. iDOOR 16'-3' R.O. SEE SIMPSON rRODUCT GUIDE FOR FINISHED ICUR5 HEIGHT E PORTAL INSTALLATION (TYP. OF 2) MAIN FLOOR PLAN 1/4"=1'-O" MAIN PLOOR: 1"764 50. PT. UPPER PL -COR: "706 50. PT. TOTAL_ : 24070 50. PT. GARAGE: B81 50. fT. FRONT PORCH: "7.4 50. PT. REAR PORCH: 126 50. PT. COPYRIGHT 2015 Landmark Design Inc. ALL RIGHTS RESERVED L m _E 18 AUrG TRACER 'ALL WATER SER IG ING PER UPC 604! LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1.5 INCHES FROM TOP OF THRESHOLD. (83113.1) ON M ❖ zM A �y� ♦♦♦ � cw E E F oho i �a y N z r z" BEPROOM 5 V CLG. a - EGRESS &/0X&/0 XOX -1'-5' 41-11 12'-0' 14'-10' WHOLE HOUSE VENTILATION: *REFER TO SHEET N-2 TABLE 1505.43(1) E 1505.43(2) FOR FAN SIZING: AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. E NTRY ZOA M C4 9 51-81 13/8' IN. SOLID CORE ELECTRIC WATER SEL CLOSING DOOR HEATER WITH WOCID,STEEL INTEGRATED HEAT OR:20 MIN. RATED PUMP TIER III NEAR SPEC, MODEL RHEEM PROPH50 0 IMPACT BARRIER IF -H] HEAT DETECTOR INTERCONNECTED PER 314.23 G�1�GE USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB 0 NO DUCT OPENINGS IN GARAGE. m DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. x 8/0 O.H. iDOOR 16'-3' R.O. SEE SIMPSON rRODUCT GUIDE FOR FINISHED ICUR5 HEIGHT E PORTAL INSTALLATION (TYP. OF 2) MAIN FLOOR PLAN 1/4"=1'-O" MAIN PLOOR: 1"764 50. PT. UPPER PL -COR: "706 50. PT. TOTAL_ : 24070 50. PT. GARAGE: B81 50. fT. FRONT PORCH: "7.4 50. PT. REAR PORCH: 126 50. PT. COPYRIGHT 2015 Landmark Design Inc. ALL RIGHTS RESERVED L m _E 18 AUrG TRACER 'ALL WATER SER IG ING PER UPC 604! LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1.5 INCHES FROM TOP OF THRESHOLD. (83113.1) ON M ❖ zM A �y� ♦♦♦ � cw E E F oho A �a y N z r z" -0 e o N 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer, Plan No: L2M-2470-2R Date: 5-11-21 2 4x4 P.T. POST W/ PB BASE ON 24'x24'xl2' CONCRETE FTG. (2 PLACES) 1'-2 N� - BEARING OR EXTERIOR WALL NOTCH 259x, BORING 40%. NOTE- - 60% BORING IF DOUBLED E FASTENERS FOR TREATED LESS OR EQUAL SUCCESSIVE STUDS. WOOD TO BE HOT -DIPPED - NON-BEARING MAXIMUM NOTCH GALVANIZED, STAINLESS 409x, BORING 60%. STEEL, SILICONE, BRONZE - HOLES NO CLOSER THAN 5/6 OR COPPER INCH TO FACE OF STUD. IImr6& Cr J 29'-0' F F F F F'VKIAL IN' >IALLAI IVIV (TTP. (A� "1) (10' MAX. HEIGHT) C3 10 S2 0 co 40'-0' FOUNDATION PLAN 1/4"=1'-0" STI -ID EDGE DISTANCE 1-1/2' MIN BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE. ADJUST CRAWL SPACE VENTS TO 5E 12' MINIMUM AWAY FROM HOLDOWNS VENT I L,4T I ON CRAWL SPACE VENTILATION TOTAL NET FREE AREA USE 3' x 3' x 1/4' REQ'D 1164/150 = 11.16 SQ. FT. GALVANIZED STEEL FOR PROVIDE SCREENED VENTS SQUARE PLATE WASHERS FOR ALL 1-1 � VE N T CJ REIO' ANCHOR BOLTS GENERAL NOTES: I. ALL WORK TO BE IN CONFORMANCE WITH 2018 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. SHOWERHEADS f KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.P.M FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN IS' OF FLOOR TO BE SAFETY GLASS 9. SMOKE ALARMS - TO BE INSTALLED PER SEC 83143 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. =SMOKE ALARM -CARBON MONOXIDE COMBO. �C 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR 4 OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2018 IRC d WA. STATE AMENDMENTS SEC 8315. 11. INSULATE ALL WATER PIPES t0 MINIMUM R-3 PER WSEC R403B3. 12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED t0 A MINIMUM OF R-8 PER WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED TO BE USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER 8303.52. 14. GAS PIPING IS TO BE PROTECTED PER G2415.1. WHERE PIPING 18 INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING 18 LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE t0 WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES t0 EACH SIDE OF THE FRAMING MEMBER WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 15. ATTIC E CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED t0 A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE E WITH LABEL AFFIXED t0 CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502AB.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE M1502AB.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2018 WSEC TABLE 8402.4.1.1. UTILITY ROOM NOTES/MAKE UP AIR: PER IRC G243S 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION AND THE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FT., THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FT OF THE EXHAUST DUCT CONNECTION PER G2439.1B. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS PER G243SB. F � = 100 SQ INCH TRANSFER GRILL FOUNDATION NOTES: 1. ALL FOOTINGS t0 BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL *2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA, x 8' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK At ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. -CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT t0 THE INSULATION ON THE SURROUNDING SURFACES. 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R408. *FOUNDATION VENTS SHALL BE PLACED 80 THAT THE TOP OF THE VENT 18 BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. S. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 101=1REVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. INDICATES ISIMFSON' HOLDDOWN. 12. a SEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (SHT 51.0). INTERIOR STAIRWAY ILLUMINATION PER SEC 830 -- INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN A LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TRE STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY PC THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE C OF ILLUMINATING TREADS AND LANDINGS TO LEVELS 1 THAN I FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BEA WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING 18 PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC 83038 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. WHOLE HOUSE VENTILATION: *REFER t0 SHEET N-2 TABLE 1505.43(1) t 1505.43(2) FOR FAN SIZING AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. MAIN FLOOR PLAN 1/4"=1'-0" MAIN PLOOR: UPPER FLOOR: TOTAL: GARAGE: FRONT PORCH: REAR PORCH: m7l 4 50. PT. m706 50. PT. 24"70 50. PT 5z1I 50. PT. 45 50. PT. 126 50. PT. =R VICE 04.9. 15 L.M11%111Is11% WWONVIN Inc. ALL RIGHTS RESERVED Z 4' GONG. SLAB w .;* z z M A OVER 4' COMPACT 0 E00 ♦ �00 N 00 SAND AND GRAVEL BASE g z 0 N 0 `Q 1 11 1 A I`Q * 4 BARS 18' O.G. I I I I I I I 4XI T P U, O CRAWL C 6 IL V VA OR 15AR;ZIEF w =N SQU EN HR UGH Ut CRAULSPACEw O a iv LAP SP ICE 12'. CBL CK \ Z � >k� =to4 + 5 Naz 20 111� XIO TYPI ' '-6 5 -2' 51-.21 '-0' 31-11 ' 3 cn 1 9 '-2' 21-41- 6' 1j' 4 -8i' 41- 4' 1j' 4 -1j' '- 0 4P e_1 TIN 0 A `r 4" �4 4XII0T 0 A � �t CRAWL IN. 'X2 ACCESS_j ' /\ ,r 38 8, 9 2 0 SIM i IMPACT`��-C BARRIER +�b -I-� 4*; 6 52.0 4> 10 t P 4' CONC. SLAB A.OVER 4' COMPACT fi 0 SAND AND GRAVEL BASE SLOPE ' 1 9 '-8' 51- I'- 3' TO DOORS * _ 4 BARS IS' O.C. 414 (P '*D' _ 10 YP TY -� ltvs '-8' 51-31 I'- ' - - CONT. FTG.4' *152Z CONC. OVER 4' COMPACT 0 SAND AND GRAVEL BASE 52 0 WSW18X8 STRONGWALL. SEE SIMPSON PRODUCT GUIDE FOR FINISHED CURB HEIGHT t F F F F F'VKIAL IN' >IALLAI IVIV (TTP. (A� "1) (10' MAX. HEIGHT) C3 10 S2 0 co 40'-0' FOUNDATION PLAN 1/4"=1'-0" STI -ID EDGE DISTANCE 1-1/2' MIN BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE. ADJUST CRAWL SPACE VENTS TO 5E 12' MINIMUM AWAY FROM HOLDOWNS VENT I L,4T I ON CRAWL SPACE VENTILATION TOTAL NET FREE AREA USE 3' x 3' x 1/4' REQ'D 1164/150 = 11.16 SQ. FT. GALVANIZED STEEL FOR PROVIDE SCREENED VENTS SQUARE PLATE WASHERS FOR ALL 1-1 � VE N T CJ REIO' ANCHOR BOLTS GENERAL NOTES: I. ALL WORK TO BE IN CONFORMANCE WITH 2018 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. SHOWERHEADS f KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.P.M FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN IS' OF FLOOR TO BE SAFETY GLASS 9. SMOKE ALARMS - TO BE INSTALLED PER SEC 83143 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. =SMOKE ALARM -CARBON MONOXIDE COMBO. �C 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR 4 OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2018 IRC d WA. STATE AMENDMENTS SEC 8315. 11. INSULATE ALL WATER PIPES t0 MINIMUM R-3 PER WSEC R403B3. 12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED t0 A MINIMUM OF R-8 PER WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED TO BE USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER 8303.52. 14. GAS PIPING IS TO BE PROTECTED PER G2415.1. WHERE PIPING 18 INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING 18 LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE t0 WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES t0 EACH SIDE OF THE FRAMING MEMBER WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 15. ATTIC E CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED t0 A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE E WITH LABEL AFFIXED t0 CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502AB.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE M1502AB.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2018 WSEC TABLE 8402.4.1.1. UTILITY ROOM NOTES/MAKE UP AIR: PER IRC G243S 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION AND THE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FT., THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FT OF THE EXHAUST DUCT CONNECTION PER G2439.1B. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS PER G243SB. F � = 100 SQ INCH TRANSFER GRILL FOUNDATION NOTES: 1. ALL FOOTINGS t0 BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL *2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA, x 8' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK At ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. -CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT t0 THE INSULATION ON THE SURROUNDING SURFACES. 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R408. *FOUNDATION VENTS SHALL BE PLACED 80 THAT THE TOP OF THE VENT 18 BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. S. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 101=1REVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. INDICATES ISIMFSON' HOLDDOWN. 12. a SEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (SHT 51.0). INTERIOR STAIRWAY ILLUMINATION PER SEC 830 -- INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN A LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TRE STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY PC THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE C OF ILLUMINATING TREADS AND LANDINGS TO LEVELS 1 THAN I FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BEA WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING 18 PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC 83038 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. WHOLE HOUSE VENTILATION: *REFER t0 SHEET N-2 TABLE 1505.43(1) t 1505.43(2) FOR FAN SIZING AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. MAIN FLOOR PLAN 1/4"=1'-0" MAIN PLOOR: UPPER FLOOR: TOTAL: GARAGE: FRONT PORCH: REAR PORCH: m7l 4 50. PT. m706 50. PT. 24"70 50. PT 5z1I 50. PT. 45 50. PT. 126 50. PT. =R VICE 04.9. 15 L.M11%111Is11% WWONVIN Inc. ALL RIGHTS RESERVED Z w .;* z z M A 0 E00 ♦ �00 N 00 A CA g z N N z 0 w a w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M-2470-2R Date: 5-11-21 2.1 LSTA36 - HDR E SILL SEGONI:) �LOOi? 7 -RAM I NG PLAN 1/4"=1'—O" ROOF FRAMING NOTES: I. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 2. ALL OTHER TRUSSES: * SHALL CARRY MANUFACTURERS STAMP. * SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. * SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS PER IRC SEC. 502.11.2 AND 802.10.3 AS WELL AS THE TRUSS INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x30' PER IRC SEC. ROO-11. ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPEO AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. 8806. ALL FRAMING TO COMPLY WITH IRC SEC 8802. 6. a REFER TO SHEAR WALL SCHEDULE. MANUFACTURED TRUSSES MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON SITE AT TIME OF INSPECTION, FOR THE INSPECTORS USE AND REFERENCE FRAMING NOTES: I. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/Sd NAILS 0 24' O.C. NAILED TOP 4 BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 5. MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE 6. a REFER TO SHEAR WALL SCHEDULE. :ONT. DBL. TOP M.^ 1= i-10 R1610 INSULATION SHAPED AREA) 4X HEADER KIN& STUD EXTERIOR PLYWOOD TRIMMER '.ODER/INSUI.ATION =�E!T? NTS ROOF VENTILATION CAL CULAT I ONS 4 REQU I REI IENTS AT LEAST 40%4 NOT MORE THAN 5090 OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. 8806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 88021. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. 8806.2 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. 88063 - WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR NOT LESS THAN A I -INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS AND LOCATIONS ITYP. 4 PLACES) 8 52.0 ROOF f�RAM I NG PLAN - 1/411=11 -011 NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER )TES: 1. RAFTERS SHALL BE FRAMED TO 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEYS AND HIPS THERE SHALL BE A 2x VALLEY OR HIP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). 5TUO NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 4090. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2470-2R Date: 5-11-21 Ch LA M 5ON ❖ zM A a� y ♦�. c w EE Go �Go .•. W 1q e Z" i�l N 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2470-2R Date: 5-11-21 LSTA36 - HDR E SILL SECOND FLOOR FRAMING PLAN /4"=1'-O" ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS E WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x30' PER IRC SEC. 8807.1. =ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPEO AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. 8806. ALL FRAMING TO COMPLY WITH IRC SEC 8802. 6. a REFER TO SHEAR WALL SCHEDULE. ROOF OVERFRAME NOTES: IRC SEC 88023 1. RAFTERS SHALL BE FRAMED TO 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEYS AND HIPS THERE SHALL BE A 2x VALLEY OR HIP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/Sd NAILS Q 24' O.C. NAILED TOP E BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 5. MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE 6, a REFER TO SHEAR WALL SCHEDULE. OONT. DBL. TOP PL&TE ?-10 RI&ID INSULATION SHADED AREA) 4X HEADER KIN& STUD EXTERIOR PLYWOOD TRIMMER HEA=�ER/INSULATION ?;�ETAIL NTS ROOF VENTILATION CAL CUL AT I ONS 4 RE QU I i EMENTS AT LEAST 40964 NOT MORE THAN 5096 OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. 8806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 8802.1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. 88062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. 88063 - WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR NOT LESS THAN A 1 -INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS AND LOCATIONS LSTA36 - HDP (TYP. 4 PLACES) 8 52.0 1/4"=1'-O" NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED d LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. Z a ® W ° woNo E g u4 ♦�♦ �Go • �00 N 00 A gyN N N z 0 w a w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2470-2R Date: 5-11-21 3.1 UPPER ELEC,7R W- � FLAIL INTERIOR STAIRWAY ILLUMINATION PER SEC 83031 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN I FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. ELECTRICAL KED' )VERHEAD DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) E LIGHT COMBO SMOKE A CARBON MONO. E 110 V W/ 5ATTER1 BACKUP CABLE T.V. JACK UNDER COUNTER L IGHTS GAS OUTLET EXT. FAN VTOS UPPER �LOOR FLAN Ei 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer, Plan No: L2M-2470-2R Date: 5-11-21 x,411-, 1 4 oh LA M 5 Ch �N WC ` °° ❖ zM A o� y ♦�♦ E c w E Go Ego! Z" in i�l N Ei 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer, Plan No: L2M-2470-2R Date: 5-11-21 x,411-, 1 4 UPPER ELECTRICAL FLAN 1/411=11-011 INTERIOR STAIRWAY ILLUMINATION PER SEC 8303.7 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. ELECTRICAL KEY )VERHEAD DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) t LIGHT CABLE T.V. JACK UNDER COUNTER LIGHTS GAS OUTLET HOSE BIB EXT. FAN VTOS 1— — w�_ ! ! —_`fel Z W ° woNo .;. z M A 0 W E � 00 ♦ �00 N ao ACA "41 z �-+ -< a N N z 0 w a w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2470-2R Date: 5-11-21 4,01 FIRE BLOC PER SECTION R I. IN CONCEAL PARTITIONS, PARALLEL f FOLLOWS: A. VERTICAL B. WORIZONI 2. AT ALL INTE VERTICAL A AT SOFFITS, 3. IN CONGEAL TOP AND Bc UNDER STAII 4. AT OPENING AND WIRES, APPROVED OF FLAME AI 2x6 "2 OF STUDS 6 16' O.G. ATTACH STUDS TO TOP 4 BOTTOM PLATE (3) 16d FRAMING NAILS. CONSTRUCT TOP PLATE OF (2) STUDS INSTALLED HORIZ. AT THE TOP OF THE G WALL ASSEMBLY AND THE BOTTOM PLA' A SINGLE STUD. INSTALL 2x6 WOOD STUC WORIZ. AS GROSS -BRACING POSITIONED MID -HEIGHT OF THE WALL. No' TYPE 'X' GWB APPLIED VERTICALLY W/ HORIZONTAL JOINTS BLOCKED AND FASTENED W/6d CEMENT COATED 1�/8' CUP -HEAD DRYWALL NAILS W/.0915' SHANK DIA. 4 1/4' HEAD DIA. SPACED 6' O.G. ALONG STUDS 4 PLATES. EXPOSED FASTENER HEADS AND WALLBOARD JOINTS MUST BE TREATED W/(2) COATS OF GYPSUM COMPOUND. A MIN. 2' PAPER PLASTIC OR FIBERGLASS TAPE MUST BE EMBEDDED IN FIRST LAYER OF COUMPOUND OVER WALLBOARD JOINTS. SOLID TIGHT FITTING TRUSS BLOCKING (SEE DETAIL THIS SHEET FOR EAVE VENTING) 2x8 FASCIA BOARD 7%' L"FLAMEBLOCK®FIRE-RATED OSB SHEATHING W/1.5mm PYROTITE LAMINATE APPLIED TO ONLY ONE FACE OF WOOD PANEL. SHEATHING MUST BE INSTALLED VERTICALLY W/HORIZONTAL JOINTS BLOCKED 4 W/PYROTITE LAMINATE FACING THE OUTSIDE 4 MUST BE ATTACHED TO THE STUDS W/116' 6d COMMON NAILS SPACED 6' O.G. AROUND PERIMETER 4 12' O.0 IN THE FIELD. 51/2' THICK NOMINAL 3 PGF DENSITY UNFACED MINERAL FIBER BATT INSULATION FRICTION FIT BETWEEN THE WOOD STUDS, GROSS -BRACING 4 TOP/BOTTOM PLATES. WEATHER BARRIER FASTENED OVER THE SHEATHING USING SUFFICIENT FASTENERS TO PREVENT AIR POCKETS IN THE WRAP EXTERIOR WALL COVERING: I. FIBER CEMENT BOARD 2. Tl -I1 SIDING 3. WOOD FIBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING DESIGN: (ICC -ES REPORT - ESR -136 5) WALL TYPE 4.3.4 - I HR EXTERIOR WALL ASSEMBLY EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 8 TABLE 8302.1 NO SCALE HOUR FIRE-RE51571\/E DETAILS UJ/ IN aro" MIN. 6x(o PT POST X16' L" FLAMEBLOCKO FIRE -RATED DSB SHEATHING JR No' TYPE 'X' GWB SHEATHING SIDINGS OR TRIM PER PLAN POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD 2x STUDS PER PLAN X16' SHEATHING EXTERIOR WALL COVERING PER PLAN EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE 8302.1 STAIR NOTES: PER IRC 8311.1 STRINGERS TO BE FIFE BLOCKED AT BOTH TOP AND BOTTOM. • ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR 4' SPHERE SHALL - GON$TRUCTION NOT PASS THROUGH MAXIMUM RISE TO BE 1-3/4'. MINIMUM RUN TO BE 10'. • MINIMUM HEAD HEIGHT TO BE V-8'. • MINIMUM STAIR WIDTH TO BE 36'. PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. • PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED WALKING SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES ' MIN. 36' HIGH W/ CLEAR SPACE PER 8312.1.1 AND 8312.12 HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS 1 1/4' NOR MORE THAN 2' IN CROSS SECTIONAL DIM. • WINDING TREADS PER IRC R311.1B 2.1 SPIRAL STAIRS PROVIDE MIN 1 1/2' RUN A A POINT 12' FROM WHERE TREAD IS NARROWEST PER IRC 8311.1.10.1 CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. PICKETS PER IRC ON OPEN SIDE 1' PT RISER2.,° P.T. 2X12 TREADS TO STRIP HANDRAIL TO 13E PRESENT ON ON AT LEAST ONE SIDE OF STAIR HANDGRIP PORTION OF HANDRAILS SHALL HAVE CIRCULAR CROSS SECTION OF 11/4' MIN. 4 2' MAX. EDGES SHALL HAVE A MIN. RADIUS OF k•'. 4 C, ALL REQUIRED GUARDRAILS TO BE 36' MIN. IN HEIGHT. OPENINGS FOR REQUIRED GUARDS ON �aO THE SIDES OF STAIR TREADS SHALL NOT ►v'' ALLOW A SM-IERE 4 INCHES (Mm) TO PASS THRO". �F£R R312J3 N S C II� MAX 6' SPHERE UNABLE TO PASS THROUGH OPENING BELOW STAIR INSTALL t12' GWB • CEILING, AND WALLS (3) 2X12 STRINGERS �I FIRE BLOCKING • MID -SPAN AND M STUD WALLS ALONG AND M LINE WITH STRINGERS IF AREA UNDER THRUST BLOCK STAIRS IS UNFINISHED INTERIOR DECK JOISTS PER PLAN DBL JST HU212 MTL. HANGERS AT EA. STRINGER 3-2X12 P.T. STRINGERS �►MIN.cam' Ze lo -IF EXTERIOR NO STAIR DETAIL AND NOTES - TWIN-==AK1M% I-IAA11-IUM IVU I L.H 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD 15U I LZ) I N6 5 Cfi 1 ON -A. 1` I a c SCREENED SAVE ENT BLOCKS W/(4) /a' HOLES EACH - ROVIDE APPROVED 1SULATION BAFFLE � ENSURE I' MIN. IR SPACE. T IGHTL INE -:)N DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer, Plan No: L2M-2470-2R Date: 5-11-21 �7 � rZ 5 o°O, V �-+ ) a °° z C-1111 E Go •e• y y F dd y N Z Z" :2 -<a o N 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer, Plan No: L2M-2470-2R Date: 5-11-21 �7 wvwiv^v � 1 �viv�wf-%�&_. SEE SIMPSON PRODUCT GUIDE FOR FINISHED CURB HEIGHT 4 PORTAL INSTALLATION (TYP. OF 2) R00F �=RAM I NO. FLOOR FRAM I NG 1/411=11-011 1/411=11-011 FOUN1��ilON 1/411=11-011 UPPER FLOOR /411=11-011 MAIN FLOOR /411=11-011 a ZL M E gN W ` w °° A o� y P4 E 00 ]Go V Cq e �a y N Z z" ! � a i�l N sal 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer, Plan No: L2M-2470-2R Date: 5-11-21 A RIGHi ELEYAiION A 1/411=11-011 FRONT ELEVATION A /411--011 COPYRIGHT 2016 Landmark Design Inc. ALL RIGHTS RESERVED ZL M E gN W ` w °° A P4 E 00 ]Go V Cq e �a y N Z z" ! � a i�l N sal 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer, Plan No: L2M-2470-2R Date: 5-11-21 it BENE RAL STRUCTUfRAL= NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 PSF (RESIDENTIAL) 60 PSF (PECKS) DEAD LOAD 10 PSF WIND BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATAGORY II, EXPOSURE B, Kz, = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D Ss = 1.5 - IBC FIGURE 1613311) SDs=1.0,IE=1.0,R=6.5 Cs = 0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'46" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2018 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM F'c = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2511, ±1.5511- BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = 60,000 PSI) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR I'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT COMERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING BARS PROTECTION 11/2 u 11/2" (05 AND SMALLER) 2" (% AND LARGER) 3.. TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF*2 OR BETTER POSTS DF*2 OR BETTER 2x FRAMING HF*2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA UI. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM b" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.10.5, ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 U.N.O. MACHINE BOLTS TO BE A-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD A190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F -V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS UN.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2000 PSI, E = 1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO. 08615-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 1(od 0 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 1(od is 8" O.C. SHEAR WALL& ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/1(o) WITH A MINIMUM PANEL EDGE NAILING OF ad 6 6" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH 1(od 6 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' LSTA24 CONNECTOR U.N.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SNAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS U.N.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH ad COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT ALL SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/1(o) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH ad COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED. LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED DESIGN LOADS AND IBC CHAPTER 16. MANUFACTURER SHALL PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL AND MAINTAIN DRAWINGS ON SITE FOR INSPECTION. CONTRACTOR TO VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION AND INSTALLATION. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. NO TRUSS SHALL BE ALTERED WITHOUT PRIOR WRITTEN CONSENT OF THE TRUSS DESIGNER AND ENGINEER OF RECORD, GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER SNEER WALL SCHEIDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMAR 5 (4, 5) 1/211 CDX ad tv 6" O.C. 5/8" a 60" O.C. Qa 1I = 230 PLF ago OR OSB a 1/2" CDX ad s 4" O.C. 5/8" a 32" O.C. Qa11 = 350 PLF OR OSB a 1/2" CDX ad tv 3" O.C. 5/g" a 1(o" O.C. QaII = 450 PLF C OR OSB USE 3x STUDS AT m ABUTTING PANEL EDGES 4 STAGGER NAILS R SEE DETAIL 12 / 52.0 FOR CONSTRUCTION U NOTES 1) ALL WALLS DESIGNATED" Dll ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE 2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM AI53. 2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 7 INTO CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 23083.2 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM AI53. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH AF4PA $DPW$ TABLE 43A. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 1(od @ 12" O.C. STAGGERED. V STEM WALL a a yj a ADD "4 f BAR FOR STEPS EXCEEDING 2'. $��° CONTINUOUS FTG MINIMUM REINFORCEMENT STEPPED FOOTING DETAIL SIS SCALE: 34' - 1'-0' I I I I I I F J F_ I I I I f I I I I I I � I I L L --------J 14TS20 - GIRDE TO TOP PLA MAIN FLOOR A = I,164 SQ FT a LEO _31/2x15 51/2 x IS GL5 LSTA_% - HDR 4 SILL TO 3x BLOCIQNG. (TYP. 2 PLACES) LSTA36 - HDR 4 SILL TO 3x BLOCKMG. '(TYP. 4 PLACES) \7-/ a x tp _ 51/2 x 165 GLI _ In A = 391 SQ FT :2 - GIRDER TOP PLATE WSWISx& STRON-4ML. SEE SIMPSON PRODUCT GUIDE FOR PORTAL INSTALLATION. (TYP. OF 2) MSTC40 HOLDOIIK ALIGN WITH EMBEDDED STHD TYPE 14OLDOUN BELOW. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SHEATHING 4 NAILING PER PLAN. MATCH WALL ABOVE U.N.O. FINISH GRADE lbd * 16" O.C. SOLE PLATE NAILING. �3,4" SUBFLOOR (3) ed JOIST -TO -TOP PLATE UNA. MAINTAIN MIR IV2" END DISTANCE. 2 x 6 STUD * 16" O.C. USE -DBL STUD * ENDS OF SHEAR WALLS 4 HOLDOWNS. 6'-0" 2x PT SILL w/ 5's"4ANCHOR MAX. _BOLT 4 3" x 3" x 1/4" WASHER AT 5'-0" O.C. URO. (ALT. MASA * 48" OL) STHD TYPE HOLDO N PER PLAN. 04 BAR * 10" O.C. - HORIZ t36° 04 LBAR * 16" O.C. - VERT. FINISH GRADE 04 BAR CONTINUOUS (TYP OF 2) �D D 0 D D P all CRIPPLE WALL WITIH BACKFILL FOUNDATION 9� SCALE: 34' - I'-0' NOTE: DO NOT BACKFILL ABOVE 36" UNTIL FLOOR SHEATHING, PONY WALL SHEATHING, AND FILL ARE INSTALLED PER PLAN. STHD 14OLDOUN PER PLAN - A35 FRAMING ANCHOR 2x PT SILL w/ k's" 4, ANCHOR BOLT PER PLAN OR SCHEDULE (MAX" 32" O.C) S.O.G. PER PLAN (GRADES SIM.) *4 BAR is 10" O.C. HORIZONTAL-\ 04 � BAR VERTICAL Im"OL.*H=s' 12" O.C. 4 H = 6' 4" 0 FTG all " SHEATHING (40/20) JOIST PER PLAN OR (2) BAYS BLOCKING AT 24" OL. W/ (8) ad TO SUBFLOOR '2) 04 BAR * TOP 04 VERTICAL BAR TO MATCH LFTG 12" MIN. k g�04 BAR CONT. (TYR) 3 FOUNDATION AT CRAWL SPACE (ALTERNATE) SI0 SCALE: 34' - I'-0' COPYRIGHT 2021, SEGA ENGINEERS z -4 .m N p •M ago a w � ao a cn a m O U 0 U A I FNNNNJ m CO b(� K■ /I � v U � pto n a �d ci cq Im cqw w cq �^ V 1 � z -4 .m G;ENEi2,4L STRUCTU AL NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD 25 PBF (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 PSF (RESIDENTIAL) 60 PBF (DECKS) DEAD LOAD 10 PSF WIND BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATAGORY II, EXPOSURE B, Kn = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D Be = 1.5 - IBC FIGURE 1613311) SM 1.0, IE - 1.0, R=6.5 C. = 0.154 f NSPECT I ONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'4" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM t0 THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2018 EDITION, MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM F'c = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/251- ±1.551- BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET t0 BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = 60,000 PSI) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT COMERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE SLAB AND WALL BARS: INTERIOR FACES EXPOSED t0 WEATHER OR EARTH FOOTING BARS PROTECTION 11,2 u 11/2" (w5 AND SMALLER) 2" (*6 AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF*2 OR BETTER POSTS DF*2 OR BETTER 2x FRAMING HF*2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM t0 "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA UI. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD At EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.10.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 U.N.O. MACHINE BOLTS TO BE A-307. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS t0 BE 'SIMPBON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED t0 WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLIB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD A190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER UBE STRESS GRADE COMBINATION 24F -V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS UN.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED t0 ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNBOUND KNOTS LARGER THAN I/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2,600 PSI, E = 1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO. 08615-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 6 12" O.C. STAGGERED. STAGGER SPLICES At TOP PLATES MINIMUM 48" AND NAIL WITH 16d 6 8" O.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/1(o) WITH A MINIMUM PANEL EDGE NAILING OF ad f 6" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF NOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 6 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS t0 THE TOP PLATE At EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'BIMPSON' LSTA24 CONNECTOR U.N.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SNAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS U.N.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED t0 FLOOR FRAMING MEMBERS WITH ad COMMON OR GALVANIZED BOX NAILS At 6" O.C. AT ALL SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1%" RATED SHEATHING (24/1(o) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH ad COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED. LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED DESIGN LOADS AND IBC CHAPTER 16. MANUFACTURER SHALL PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL AND MAINTAIN DRAWINGS ON SITE FOR INSPECTION. CONTRACTOR TO VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION AND INSTALLATION. TRUSSES SHALL BE BRACED t0 PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. NO TRUSS SHALL BE ALTERED WITHOUT PRIOR WRITTEN CONSENT OF THE TRUSS DESIGNER AND ENGINEER OF RECORD. GENERAL GONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS At THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR BIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER 5HEAR WALL SCHEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) 1/2 " CDX ad 6" O.C. 5/811 a (00" O.C. Qa 1 I = 230 PLF OR OSB cc 1/2" CDX OR OSB ad 4" O.C. 5/811's 32" O.C. Qa1I = 350 PLF w a 1/2" CDX ad 3" O.C. 5/8" 6 I(0" O.C. Qall = 450 PLF C OR OSB USE 3x STUDS At ABUTTING PANEL EDGES 4 m STAGGER NAILS R SEE DETAIL 12 / 82.0 FOR CONSTRUCTION 0 NOTES 1) ALL WALLS DESIGNATED" D11 ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING At T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE 2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM AI53. 2) HOLDOWNB AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED EQUAL t0 BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF l" INTO CONCRETE. WASHERS t0 BE 3" x 3" x 1/4" PER IBC SECTION 230832 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM AI53. 4) ALLOWABLE LOADS ARE PERMITTED t0 BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH AF4PA SDPWS TABLE 43A. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 1(od @ 12" O.C. STAGGERED. V STEM WALL a a � d 2'-0" a d a ADD 04 f BAR FOR a STEPS EXCEED INC 2'. 4 d 2 $II d MAX. MAX. I 1'-0" CONTINUOUS FTG. MINIMUM STEPPED FOOTING DETAIL $10 SCALE: 314" • I'-0" I � I � I I I I I I I I I I I I I I I L J I I I I I I L --------J HTS20 - GIRDER LSTA36 - HDR 4 SILL T TO TOP PLATE ° TO 3x BLOCKIW& (TYP. 4 PLACES) n n n MAIN FLOOR A = 1,764 SQ FT 31/2x15 5V2 x IS GLIB TO LSTA36 -HDR 4 SILL TO 3x BLOCKING. (TYP. 2 PLACES) _x11q 51/2xI6.5GLB A = 391 BQ FT DSC2 - GIRDER t0 BEAM X& 4x12 U WIsxS STRONGWALL. SEE SIMPSON PRODUCT GUIDE FOR PORTAL INSTALLATION- (TYP. OF 2) MSTC40 HOLDOWK ALIGN WITH EMBEDDED STHD TYPE 14OLDOUN BELOW. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SHEATHING 4 NAILING PER PLAN. MATCH WALL ABOVE UNA. FINISH GRADE lbd * 16" O.C. SOLE PLATE NAILING. 3/4" SUBFLOOR �(3) ad JOIST -TO -TOP PLATE UNA. MAINTAIN MIK 11/2" END DISTANCE. 2 x 6 STUD * 16" D.C. USE -DBL STUD * ENDS OF SHEAR WALLS 4 HOLDOWNS. 2x PT SILL w/ r1h8"4ANCHOR MAX. _BOLT 4 3" x 3" x 154" WASHER AT 5'-0" O.C. U.N.O. (ALT. MASA * 48" O.C) _ STHD TYPE HOLDOWN PER PLAN. 04 BAR * 10" OL. - HORIZ H (36" MA 04 LBAR * I6" O.C. - VERT. FINISH GRADE • 04 BAR CONTINUOUS (18" MIN.) (TVP of 2) D p oil pD p D P 184" i2� CRIPPLE WALL WftIH BACKFILL FOUNDATION S� SCALE. 340 ■ I'-0" NOTE: DO NOT BACKFILL ABOVE 36" UNTIL FLOOR SHEATHING, PONY WALL SHEATHING, AND FILL ARE INSTALLED PER PLAN. STHD HOLDOUN PER PLAN - A35 FRAMING ANCHOR 2x PT SILL w/ r1ko" oll ANCHOR BOLT PER PLAN OR SCHEDULE (MAXIMUM 32" OL) S.O:G. PER PLAN (GRADE * SIM.) 04 BAR * 10" O.G. HORIZONTALS 041 BAR VERTICAL 10"OL.*H=8' 12"OL.4H=6' 4"0 FTG n A" " SHEATHING (40/20) JOIST PER PLAN OR (2) BAYS BLOCKING AT 24" OL. w/ (8) Sd TO SUBFLOOR '2) +4 BAR * TOP *4 VERTICAL BAR TO MATCH LFTG Adil IN k 8" �•4 BAR CONT. I'-4" (TVP.) 3 FOUNDATION AT CRAWL SPACE (ALTERNATE) $I0 SCALE: 340 = I'-0" COPYRIGHT 2021, SEGA ENGINEERS (D 4) o - cc 0 0 w a m 0 U b � O U A o � � m rl P I~ co ti a b q cq cq0 w 0 co w cq cq RATED SHEATHING ed 6" O.C. C.O l4" O.C. O.C. � '/i" RATED SHEATHING w/ NOTE: TRUSS t0 DEVELOP 16d a 8" O.C. SOLE � 8d o 4„ O.C. t0 FRAMING CAPACITY OF CONNECTOR N Lu STAGGERED SHEATHING PLATE NAILING. Lu 0- PER PLAN. EXTEND OVER SHEATHING 4 NAILING PER PLAN SUBFEOOR PER PLAN � @ � 2x VENTED BLOCKING. H1 FRAMING ANCHOR TRUSS PER PLAN OR SHEAR WALL SCHEDULE. EACH TRUSS. USE HIDA -2 SPLICE ON COMMON MEMBER w/ ed 6” O.C. LLO ed 6" 0 G AT DBL TRUSS. GABLE END TRUSS. 1 DBL 2x TOP PLATE. OR BLOCKING. EDGE NAILING. W (BEAM AT SIM.) J U w N FLOOR TRUSS A35 6 48" O.C. PER PLAN p N TRUSS PER PLAN DBL 2x TOP PLATE. LAP (USE 24" O.C. At SIM.) CONNECTOR STRAP MStC HOEDOWN 2x VENTED BLOCKING. SPLICE 4'-0" MIN. 4 NAIL w/ 2x BRACE PER TRUSS SUPPLIER PER PLAN END NAIL TO TRUSS f DBL 2x TOP PLATE. LAP SPLICE 16d 6 6" O.C. STAGGERED. OR s 48" O.C. SECURE w/ PER PLAN. L- - EACH END w/ (2) 8d. 4'-0" MIN. 4 NAIL w/ 16d m 4" O.C. A34 EACH END. STAGGERED. ADD LSTA24 t0 NOTE: END TRUSS PER PLAN. PROVIDE WALL SHEATHING AND NAILING SP2x FRAMING PER PLAN. 2x STUD (NOT SIM) LICE PER PLAN SHEATHING t NAILING 1 INSTALL CONNECTOR PRIOR VERTICAL MEMBER At POINT 2x BRACING S 48" O.C. PER PLAN OR SCHEDULE. PER PLAN OR SNEAR t0 PLACING COMMON TRUSSES LOAD FROM ABOVE. SPLICE t0 OCCUR ON COMMON 2x FRAMING PER PLAN. WALL SCHEDULE. (HEADER SIMJ 2x DBL TOP PLATE. LAP ( o MEMBER OR BLOCKING 2x FRAMING PER PLAN. SPLICE 4'-0" MIN. e NAIL •a o w/ 16d tv 6" O.C. STAGGERED. 0 w a an.01 1 TYPICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING GABLE END 3 DRAG STRUT CONNECTION 4 TYPICAL FLOOR FRAMING CONNECTION •a to 52 0 SCALE: I" = I'-0" 52 0 SCALE: I" = I'-0" 52 0 SCALE: I" = I'-0" 52.0 SCALE: I" = I'-0" ot 0 NOTE: WSW SHEAR BRACE PER PLAN o 2x BLOCKING w/ (3) 8d 2x STUD PER PLAN. USE SEE BIMP50N PRODUCT GUIDE FOR HEX NUT BELOW ANCHOR DBL 2x TOP PLATE v o 8d IT 6" O.C. TOE -NAIL t0 4x BEAM 4 DBL OR 3x STUD 0 HOLDOWN, CURB HEIGHT, ANCHOR LOCATION t BOLT SPACER (TYP) A (2) ad t0 JOISTS. WSW PANEL INSTALLATION. 03 = TIE HDR PER PLAN. --- o SUBFLOOR PER PLAN 2x Pt SILL w/ ANCHOR BOLT 8 21/811 VERIFY CURB HEIGHT ! c JOIST PER PLAN 3" x 3" x 1/ " GALV. WASHER SEE m SHEATHING # NAILING . FINISH GRADE ! i M PER PLAN OR SCHEDULE SCHEDULE FOR SIZE AND SPACING , � ° - ------------------1 2x4 w/ (8) 16d AT USE 5/8"0 tv 60" O.C. U.N.O. PORTED COU COM Atl — P RED PLEB P BLE BEAM PLICE. w/ A193 Bi ROD AS REQ'D. i 3x BLOCKING. EXTEND b 2x4 GUSSET EA (NOT A METAL CAP) 6" MIN. ° #4!BAR G 24" O.C. - VERTICAL L1' -oil ! ' (2) BAYS (24" MINIMUM) cq SIDE w/ (8) 16d FINISH GRADE OR �! ° (ALT. METAL CAP) 12" MAX. SLAB ON G DE �i; ° 1/84 THREADED ROD ANCHOR, ! OR t0 CORNERcq #4 BAR - HORIZONTAL SLAB ON GRADE PER PLAN GRADE A449 OR A193 Bi i CONTINUOUS FTG BEYOND. ItYP)cn 4x4 Pt POST TRIMMER STUD(S) j w OVER 6 MIL VAPOR BARRIER w (4x6 At SPLICE) STHD HOLDOWN ON COMPACT BASE. ' p cq ii -6 #4 x 30" BAR OVER DBL MAB ANCHOR ISPER PLAN I -2 L - i NUT WAS ER ASSEMBLIESMIN. #4BARG 24" O.G. VERTICAL! (ALT. A34 ANCHOR MIN. i KING STUD —\ TWO SIDES) 1211 6" j FTG PER PLAN O D ° ° MIN. 6" 04 BAR CONT.! ' ® (alla SIM.) 6 MIN. i ° ' /z RATED SHEATHING FINISH GRADE D 1'-0" 11401 g�� LSCA SCRAP PER NAILING PER SCHEDULE. j 3'-5" PLAN (TYP). 5 FLOOR FRAMING AT CRAWL 5FACE FOUNDATION AT 5LA5 ON GRADE FOUNDATION AT W5W 5HEAR PANEL 52.0 SCALE: I" -- I'-0" S2 0 SCALE: I" = I'-0" 52.0 SCALE: I" = I'-0" 2x SILL PLATE ii 2x STUD PER PLAN. USE MINIMUM i-- --- --- --- -- SHEATHING 4 NAILING pBL STUD ENDS OF SHEAR PER PLAN OR SCHEDULE ------------------- ~ — WALLS AND HOLDOWNS. SEE SHEAR FRAMING 4 SHEATHING PER I i 16d 6 16" O.C. SOLE WALL SCHEDULE FOR 3x STUDS. PLAN. SEE PORTAL FRAME 5�8"� ANCHOR BOLT w/ 3 x 3 x ��4 PLATE NAIING 3i4�� SU6I=LOOR PANEL PER PLAN. (12/520) GALVANIZED PLATE WASHER 3x BLOCKING (TYP) JOIST PER PLAN 2x Pt SILL w/ (2) 2x NAILERS kv Al, 4" SLAB ON GRADE OVER5HEWALE:s>41 OWALL FORCE TR�4N5FER [DETAILMIN. 6 MIL VAPOR BARRIER 04 BAR - HORIZONTAL d 6" MIN. (NOT tv S.O.G.) 2x Pt SILL STHD HOLDOWN d ° FINISH GRADE 12" MAX. ,ANCHOR BOLT w/ 31 x3 GALV. PER PLAN ° � e d LSTA24 STRAP (S.O.G. tv SIM.) # ' � WASHER SEE SCHEDULE FOR SIZE ° (FAR SIDE) 4 /BAR 24 O.C. ° d #4 A Nt - tY 16" - VERTICAL 4 SPACING. USE %4 's 60" O.C. MIN. #4 BAR tv 24" O.C. -VERT. —/ R CO P. 2x TOP PLATE MINIMUM NAIL SHEATHING t0 NDR � 1-6 MIN. a ° w/ 8d 9 3" O.C. EACH WAY. 4'-0" MAX. 4 STHD HOLDOWN NDR PER PLAN. EXTEND PER PLAN. 6" - OVER PANEL t0 ING STUD. oil O :° —_ + + + + ___(6) 16d KING STUD t0 '++++++++ HEADER 6° 8„ +++++M+� �ILLI #4 BAR CONT. L+ + II+ + + + + I'-0" 1'-0" L5TA24 STRAP µl—t_ _ �+j +I 2x KING STUD w/ 2x e FOUNDATION AT CRAWL 5FACE 10 FOUNDATION AT OVERHEAD GARAGE DOOR FAS EN TOP PLATE t0 ! !+I CRIPPLE STUD HDR PER PLAN �: 52 0 SCALE: I" = I'-0" 52 0 SCALE: I" = I'-0" '`I HEADER w/ (2) ROW6f; + 16d At 3" O.C. +'+j j++,44x BLOCKING 9 MIDDLE/ 2x FRAMING ++ +; 24" IF REQUIRED. 10'-0" +'+r+�� ++1+i MAXIMUM ' ' '-' '-' +,. - + +'+j �; ��Z" RATED SHEATHING (24/0 EXP U +,+i +! NAIL w/ (2) ROWS 8d 's 3" O.C. AT ,,+! +� PANEL EDGES. +;+! + +j+1 +l + +;. +;+ (2) 2x PLATE. (NAIL + +�+ +�+ SHT'G t0 EA PLATE) i i TOP OF STEM WAL +. `__ � � + '+ '�+',��� M* + + 7 �4 ELEV. VARIES + 2x Pt SILL 5TH014 HOEDOWN (2) 5/s"� ANCHOR BOLT w/ MIN. STHD HOLDOWN\_7 EMBEDMENT 4 3" x 3" x/4 GALVANIZED 1E WASHER FOUNDATION PER PLAN. MIN. S" THICK STEM WALL w/ #4 BAR HORIZ. TOP 4 BOTTOM. 12 PORTAL FRAME FANEL 52 0 SCALE: NONE 2 oV12 117-1 COPYRIGHT 2021, 6EG,4 ENG;NEERS JOS 10-041