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Building Plans Lot 27
; < ; ; 30'-0' ot I 6/0x4Y0 XO 4/Ox4/0 XO I S FREE 0 EGRESS O TAND ING TUB MSTR. BATH 2-ro L. 0. 1 10 U t H J3 D 50 CFM in MASTER BEDROOM 22x30 _ C4 0 8 CLG. TTIC / I ,4ccESs 1\ x I W.I.G. 8' CLG. -' N _\ 110V x r I E.F. N N 1 50 C MIN. HSPF 15B I _ MAX BTU/HR Q L - _ F__ - __1 Hxx,>=PAIR -� I I W 9 UTIL. I I 8' CLG. -_ 1'-3' 7 _�IPHISPER PANASONIC QUIE ct1 WALLS g 135 CFM D © HF � V.T.O I ONTINUOUS EXHAUST FAN g MEGH - - - J OR EQUAL ••n-mill AI Oslo) I -I 3 WALL W/ OPTIONAL OPEN RAIL 36' GUARD RAIL e PER I.R.C. TYP. 6' C c'q M cq `c% S.D. 22x30 \ / 0 ACCESS / \ 1 x w - I BEDROOM-2 8' CLG. �4 ' 11-11 3'-10j' 6'-0j' in 6/0x2/0 FX 2X STUD WALL / CONC WALL 2-1/4' m X V LAG SOWS w STUD WALL 2-3/8' 0 X 5' BOLTS W/ SIMPSON VGC ADHESIVE ® CONC WALL 8' Wo lO o Q S.D. 6'-4' XOX 13' -0' UPPER i=LCOR PLAN I6 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER < LOWER ONE-THIRD OF THE APPL. 4 A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO GWB ® BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED e CONC WALL I6 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER < LOWER ONE-THIRD OF THE APPL. 4 A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - E ASE TO FLOOR NO SCALE WATER HEATER SUPPORT FLEX 8' CLG. 0 BATH 6' CLG. V -2' EFCF® 50 M 5' TUB W/ SHWR. 4'-10' 1_'- oP M m iv GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH 2O21 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 t0 MINIMUM 12' ABOVE DRAIN. 6. SHOWERHEADS t KITCHEN FAUCET t0 BE LIMITED t0 MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS t0 BE LIMITED t0 MAXIMUM 1.0 G.P.M FLOW. -1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET t0 BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR t0 BE SAFETY GLASS S. SMOKE ALARMS - t0 BE INSTALLED PER SEC R3143 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.M. 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. R315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR d OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2021 IRC E WA. STATE AMENDMENTS SEC R315. If. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC R403B3. 12. ALL DUCTS t EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-8 PER WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED t0 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 R303B.2. 14. GAS PIPING IS TO BE PROTECTED PER G2415.1. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO 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 t 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 TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. 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 M1502.4.5.1. 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 2021 WSEC TABLE R402.4.1.1. IS. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE TO A SUPPORT AT THE TOP PLATE(DBL. TOP PLATE OR BEAM/HEADER) PER SEC. R6023(TWO-STORY/ BALLOON FRAME WALLS) UTILITY ROOM NOTES/MAKE UP All PER IRC G2439 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.IB. 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. E ::i Is 100 SQ INCH TRANSFER GRILL 0 iv r- s cA N N 8/Ox6VO XOX II II II II MANUR NAT. GAS METAL FIREPLACE INSTALL PER MFR SPECS. I L 6REAT ROOM IFJ : Ri. 9' CLG- II II m O I Z ;h o� o� LL 12'-2' 4'-1' UNDER St IR 36' WALL W/ PROTECTION WOOD CAP PER R30 .i OPTIONAL ENCLOSE ACCESSIBLE OPEN RAIL SPACE W 1/2' G.W.B. Cr ENTRY in 9' CLG. �4 -, k! VP4-114 1 1 OPTIONAL EXTERIOR FIREf ILACE NON-COMBUSTA LE MATERIAL MIN. 12' SURROUND a FIREPLACE - - - - - - - -----= COVERED 1 I I PORCH CONC. I� JI III I 6/Ox8/0 D S.G. DINING ROOM 9' CLG. 13' -3' I am I SINK Uj d) iz DWI -- I - I Rt0 W/ABOV KITCHEN. 9' CLG. 1 100 CFh'I `" cos � REFER U_ N 0 6 ELF CLOSING DOOR Q OD,STEEL VEHICLE LANDIN ® R BARRIER W/ OPT. R4' 9IN. TE-�11 ' 3' PWDR. HWH NOTES 9' CLG. - PROVIDE EXPANSION TANK - PROVIDE SEISMIC STRAPPING ®EF. - TPRV TO TERMINATE TO OUTSIDE 50 CFM e H - PILOT t CONTROLS t0 BE IS' MIN. OFF FLOOR HEAT DETECTOR 2/Ox5 0 FX 'PER ASH RAE 90-A-80 INTERCONNECTED RAI GLS - NAT GAS WATER HTR W/ MIN. EF PER 314.23 3'-3' 2'-3' OF 0.62 - ELECTRIC WATER HTR W/ MIN. EF OF 0.93 6ARA6E v USE 1/2' TYPE 'X' GWB ON ALL WARM AND GOYS D STRUCTURAL WALLS. (1) LAYER 5/6' TYPE PORCH'X' ON CEILINGS. WRAP ALL EXPOSED POSTS 'X' CONC. EV CHARGERAND BEAMS IN I/2' TYPE GWB (ELECTRIC VEHICLE) NO DUCT OPENINGS ONE PER DWELLING PER SEC R335 IRC IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. 16/0 x 8/0 O.H. DOOR 16'-3' R.O. ' -6' 16' -0' LANDING At 'EXIT' DOOR 5'-6' 5'-6' 19'-0' NOT t0 BE LOWER THAN 30'-0' IB INCHES FROM TOP OF THRESHOLD. (R3113.1) MAIN f - ®O R FLAN 1/4" " =1'-0 MA I N fEELOOR: 4105 50. F027. UPPER FLOOR: 151 a 50. fT . ATTIC FELOOR: 406 50. fT. TOTAL.: 2&8"7 50. fT. 6ARA6E : 585 50. fT. INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 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 WHOLE HOUSE VENTILATION: STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, *REFER TO SHEET N-2 TABLE 1505.43(1) E CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. 1505.43(2) FOR FAN SIZING AND RUN TIMES EXTERIOR STAIRWAY ILLUMINATION PEREXTERIOR STAIRWAY ILLUMINATION PERSEG�038 1RGIRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL FURNACE TO HAVE A DUCT FOR LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE OUTSIDE AIR, MOTORIZED DAMPER STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY WITH TIMER AND CONTROLS ARE TO POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS BE ADDED FOR THE REQUIRED FRESH PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR AIR EXCHANGE. GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. BLUE 18 AUG TRACER WIRE REQUIRED AT NON- METAL WATER SERVICE -6PIPING PER UPC 604.9 COPYRIGHT 2011 Landmark Design Inc. ALL RIGHTS RESERVED Z Vi �W � V �Go �♦� E A -0 W z o0 o Z� N� N x 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-2687-2R Date: 1m-20-24 0j, I 6/0x4Y0 XO 4/Ox4/0 XO I S FREE 0 EGRESS O TAND ING TUB MSTR. 5ATH 8' CLG. 21_6' 6' 1 0 L © t W3� 50 CFM MASTER BEDROOM 22x30 _ C4 0 8 CLG. ATTIC ACCESS \ W.I.G. x 8' CLG. -' 3: _\ 110V x r S.D. r _ Er-. EF. er N I N 50 r 2X6 WALL U_ �Z ' 36" LIJ ALL/ m LL @p O A CPTIONAL. OPEN I m � O C N ® B.P. - �t O d) r 15EDROOM-2 8' CLG. �4 6/0x2/0 FX 2X STUD WALL / CONC WALL 2-1/4' m X 5' LAG SOWS w STUD WALL 2-3/8' 0 X 5' BOLTS W/ SIMPSON VGC ADHESIVE ® CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER 4 LOWER ONE-THIRD OF THE APPL. 4 A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO GWB ® BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED e CONC WALL I6 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER 4 LOWER ONE-THIRD OF THE APPL. 4 A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - E ASE TO FLOOR 0 lO 0 S.D. 2 ATTIC 2x30 NO SCALE WATER HEATER SUPPORT A INOSING. _ iD 3 WALL W/ OPTIONAL OPEN RAIL 36' GUARD RAIL occ PER I.R.C. TYP. 6' m Cq I ct1 CLST I \I I I 8' KOM lO o Q S.D. 3'- XOX 6'-6' 13' �n It FLEX 0 C 8' CLG. x -' r 64) 0 BATH m 8' CLG. ' 0 6' -2' 50 CFM EP. 5' TUB W/ m SHWR. M 01 4'-10' iv �4 N GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH 2O21 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 t0 MINIMUM 12' ABOVE DRAIN. 6. SHOWERHEADS 4 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.PM FLOW. -1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 16' Or - FLOOR TO BE SAFETY GLASS S. SMOKE ALARMS - TO BE INSTALLED PER SEC R3143 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. Cm. 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. R315 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 2021 IRC 4 WA. STATE AMENDMENTS SEC R315. 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC R403.53. 12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO 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 R303.52. 14. GAS PIPING IS TO BE PROTECTED PER G2415.1. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO 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 TO 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 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT t0 THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET00.668mm) 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 M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 16. 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 2021 WSEC TABLE R402.4.1.1. IS. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE TO A SUPPORT AT THE TOP PLATE(DBL. TOP PLATE OR BEAM/HEADER) PER SEC. R6023(TWO-STORY/ BALLOON FRAME WALLS) UTILITY ROOM NOTES/MAKE UP Al PER IRC G2439 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 G243S.i.B. 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. E ::i Is 100 SQ INCH TRANSFER GRILL b iv s cA N N 30'-0' ot I�'-0It ' 8/Ox6VO XOX II II II II MANUR NAT. GAS METAL FIREPLACE INSTALL PER MFR SPECS. I L GREAT ROOM 9' CLG- 4" m m O Z ;h o� O� U_ 12'-2' 4'-1' UNDER St IR 36' WALL W/ PROTECTION WOOD CAP PER R30 .i OPTIONAL ENCLOSE ACCESSIBLE OPEN RAIL SPACE W 1/2' G.W.B. o-^%,I'r 1 II Ak11r"%923 A N1 QAIk 1Q1 PNTR. OPTIONAL EXTERIOR FIREf ILACE NON-COMBUSTA LE MATERIAL MIN. 12' SURROUND FIREPLACE COVERED PORCH III CONC. III � JII I DINING ROOM 9' CLG. mW SINK z� w DWI \/ I /\ - I KITCHEN W/A50 E • U_ N 0 6 ® 3LANDININ. ® Q W/ OPT. L R HWH NOTES - PROVIDE EXPANSION TANK = 0 PWDR. 9' CLG. - PROVIDE SEISMIC STRAPPING - TPRV TO TERMINATE TO ®Er_ OUTSIDE 50 CFM - PILOT 4 CONTROLS TO BE 18(0) W 2/Ox5 0 FX MIN. OFF FLOOR HEAT DETECTOR - PER ASH RAE SO-A-80 INTERCONNECTED RAI GLS - NAT GAS WATER HTR W/ MIN. EF PER 31423 3'-3' 2'-3' OF 0.62 - ELECTRIC WATER HTR W/ MIN. EF OF 0.133 6ARA67E USE 1/2' TYPE 'X' GWB ON ALL WARM AND COVERIM) V STRUCTURAL WALLS. (1) LAYER 5/8' TYPE PORE; 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS 'X' AND BEAMS IN 1/2' TYPE GWB CONC. NO DUCT OPENINGS EV CHARGER IN GARAGE. (ELECTRIC VEHICLE) DUCTS THROUGH CLG OR ONE PER DWELLING WALL COMMON TO HOUSE, PER SEC R335 IRC MIN. 26 GAGE STEEL. 16/0 x 8/0 O.H. DOOR 16 ._3 RO. LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN IB INCHES FROM TOP OF THRESHOLD. (R3113.1) INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 I 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 R3038 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. ' -6' OEM I - IA I Ill L00R LAN 1 /4" =1'-0" MAIM r-LOOR: UPPER r-LOOR: ATTIC FLOOR: TOTAL.: 6ARA6E : 1�05 50. fT. 15"TB 50. fT. 406 50. �T. =&al 50. fT. 38B 50. fT. WHOLE HOUSE VENTILATION: REFER TO SHEET N-2 TABLE 1505.43(1) 4 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. BLUE 18 AUG TRACER WIRE REQUIRED AT NON- METAL WATER SERVICE -6PIPING PER UPC 604.E COPYRIGHT 2011 Landmark Design Inc. ALL RIGHTS RESERVED Z Vi W � V �Go �♦� E z MAP ZM Nrt N x 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-2687-2R Date: 1m-20-24 2,91 m A771G ROOM` FLAN 1/4" =1'-O" ,4 SOUND AT 1 ON AT F AT I O NTS 1 m r FOUNDATION NOTES: I. ALL FOOTINGS TO 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' D IA. x 6' 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. B. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R408. *FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. S. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED t0 DRAIN AND INSURE THE REMOVAL OF WATER 10.PREVENT WOOD t0 GONG. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. / INDICATES 'SIMPSON' HOLDDOWN. 12. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE E SPACING (SHT 81.0). 4" CONC. SLAB 4C. CONTACT W1 /ED MEMBRANE 5 *4 BARS INTO SLAB a 18" O.G. I_ 11'-0' _ 13'-0' I_ 14 36'X36'XS' FTC:. W/ � 4-*4 BARS E.W. —1 r U O c ws c Mil. VIESQUEENVAPOR 54RIIRIER — 04 04 HR UGH UT CRAWLSIOAC I.AP SPLICES 12'. ('BLACK) 0 X `1' 3 'X3 'XS FT(3. W/ -*4 AR E. . I" 41- 4'- 3�-� 3.-� CAII 1 EfflivilleSIERNNEEWAN • �1� II ,r� N / IL q1NIMIM111—oil i' ui 6x6 P.T. POST W/ PB BASE ON 24'x24'xl2' CONCRETE FTG. W/ 2-*4 BARS E.W. (2 PLACES) 6x6 P.T. POST W/ PB BASE ON 36'x36'x12' CONCRETE FTC:. W/ 4-*4 BARS E.W. J MIN.: 36'X31c LAND INS 13 I I � 4' CONC. SLAB OVER 4' COMPACT 4' GONG. LAB SAND AND GRAVEL BASE SLOPE OVER 4' CC MPACtF, 3' TO DOORS SAND AND GRAVEL BASE %IL7 7j 48'X48'XIO' FTG. W/ I 4-*4 BARS E.W. I � J L_ N N I� 5' -6' TYP. OF 2 ) 5'-6' 16' -3' ISI-0' 30'-0' IOUNDAT 1 ON FLAN 1/4"=1'-O" STHD EDGE DISTANCE 1-1/2' MIN BUILDER TO DETERMINE IF STHD OR STHO/RJ IS APPROPRIATE. 12' MINIMUM AWAY FROM HOLDOWNS USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS 0 Ln N A COPYRIGHT 2011 Landmark Design Inc. -Al ALL RIC-A4TS RESERVED VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D S03/300 = 3.01 $0. FT. PROVIDE SCREENED VENTS FOR VENTILATION E� VENTS REaV Z v Vi A �o E A y� z W� Nrt O.. N ►�+ 96 O ov=-4 c� 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-2687-2R F_ Date: 1m-20-24 F__ cal r m r r 0 a ATTIC R00'M` FLAN 1/4"=1'-O" a i 6% FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL 02 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS t0 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. i. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 6. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R408. FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. 9. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 10.PREVENT WOOD TO GONG. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. / INDICATES 'SIMPSON' HOLDDOWN. 12. A SEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE d SPACING (SHT S1.0). 14 36'X36'X8' FTC:. W/_2A I 4-04 BARS E.W. ®r, ME O� �w M MP MOPE e 0 L 0 2- AY IRS OF 3 4' f4LYUJOod 4 N N itil, tlq , �o, m � III IIf1I1��fil��ii��111i 0 " 4 BARS 18' O.G. A 6x6 P.T. POST W/ PB BASE ON 24'x24'xl2' CONCRETE FTG. W/ 2-04 BARS E.W. (2 PLACES) 6x6 P.T. POST W/ PB BASE ON 36'x36'x12' CONCRETE FTC:. (-iW/ 4-04 BARS E.W. r LE LJ 0 �n eu N 0� LANDING 0 0 13 4' CONC. SLAB OVER 4' COMPACT 4' GONG. LAB OVER 4' G MPACT SAND AND GRAVEL BASE SLOPE SAND AND GRAVEL BASE 3' t0 DOORS I 48'X48'X10' FTG. W/ I 4-*4 BARS E.W.L7 7' L J � J N 5' -6' TYP. OF 2 ) 5' -6' 16' -3' ISI-0' r-OUNr;�AT 1 ON FLAN 1/4"=1'-O" STHD EDGE DISTANCE I-1/2' MIN BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE. 12' MINIMUM AWAY FROM HOLDOWNS COPYRIGHT 2011 Landmark Design Inc. ALL RIGHTS RESERVED USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS N r- A COPYRIGHT 2011 Landmark Design Inc. -Al ALL RIGHTS RESERVED VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 903/150 = 6.02 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION 9 VENTS IRE Q'1D Z v Vi A �o E � A y Z I. �de Nen rt 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: I L2M-2687-2L Date: 1m-20-24 3. LSTA24 - BEAM TO TOP PLATE LSTA36 - HDR E SILL 8 TO 3x BLOCKING. S2 0 (TYP. 2 PLACES) 2 PLACES 6X6 PT POST W/ SECOND 1=1.00R 1=RAM I NCB FLAN 1/4"= I'-O" ROOF VENTILATION CALCULATIONS 4 REQUIREMENTS AT LEAST 409e4 NOT MORE THAN 50% 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 SAVE VENTING. VENTILATION REQUIRED PER SEC. R806.1 - 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 R8021. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. R8062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. R8063 - 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 R302.12.1 MATERIALS. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2' GYPSUM BOARD, 3/8' WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBER UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SF. SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN GWB a CEILING TRUSS EDGE VIEW TRUSS LENGTH VIEW TRUSS TOP VIEW 10 GARAGE WALL SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN GWB 0 CEILING SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN LATERAL BLOCKING PANELS w/ DRAFTSTOPPING GWB 0 CEILING FLOOR TRUSS PER PLAN GARAGE WALL BELOW LATERAL BLOCKING PANELS w/ DRAFTSTOPPING SCALE:1/2' P-0' � 17RAF7570PP I NG 17EiA I L � o) 2x4 4) 2x4 ROOF FRAMING NOTES: I. 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 PER IRC SEC. 502.112 AND 802.103 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'x3O' PER IRC SEC. R80-11. ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. R806. ALL FRAMING TO COMPLY WITH IRC SEC R802. 6. aA 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 ROOF OVERFRAME NOTES: IRC SEC R8023 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). UPPER ISTA 2- 6X6 PT POST EPIC CAP < PB B,� 2 PLAC 52.0 (TYP. 2 PLACES) :ONT. DBL. TOP PLATE R-10 RIGID INSULATION SHADED AREA) 4X HEADER KING STUD EXTERIOR PLYWOOD TRIMMER HEADER/INSULATION DETAIL NTS NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER 4) 2x6 STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 4096. - 609e BORING IF DOUBLED E LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 6096. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. M ZW �♦� E Z�coo, � 'z� N� N►�+ 0 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-2687-2R Date: 10-20-24 �I v 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 PER IRC SEC. 502.112 AND 802.103 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'x3O' PER IRC SEC. R80i.1. *ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. R806. ALL FRAMING TO COMPLY WITH IRC SEC R802. 6. aA 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 ROOF OVERFRAME NOTES: IRC SEC R8023 I. 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: I. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/Sd NAILS 0 24' 4) 2x6 O.G. NAILED TOP t BOTTOM STAGGERED EACH SIDE. 2. 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. 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AND SUPPORTED BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 5. MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE 6. a REFER TO SHEAR WALL SCHEDULE. S2 0 (TYP. 2 PLACES) C V� r-RA �4 I N6 FLAN LA /411=1 1-011 ROOF VENTILATION CALCULATIONS 4 RE aU I i EMENTS AT LEAST 4096E 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 SAVE VENTING. VENTILATION REQUIRED PER SEC. R806.1 - 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 R8021. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. R8062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. R8063 - WHERE SAVE 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 APPLIANCES IN ATTIC NOTES: PER 2015 IRC MI305.13 I. ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND A CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT NOT LESS THAN 30 INCHES HIGH AND 22 INCHES WIDE AND NOT MORE THAN 20 FT LONG MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH CHAPTER 5 NOT LESS THAN 24 INCHES WIDE. A LEVEL SERVICE SPACE NOT LESS THAN 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED. THE CLEAR ACCESS OPENING DIMENSIONS SHALL BE NOT LESS THAN OF 20 INCHES BY 30 INCHES, AND LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. EXCEPTIONS: 1. THE PASSAGEWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE APPLIANCE CAN BE SERVICED AND REMOVED THROUGH THE REQUIRED OPENING. 2. WHERE THE PASSAGEWAY IS UNOBSTRUCTED AND NOT LESS THAN 6 FT HIGH AND 22 INCHES WIDE FOR ITS ENTIRE LENGTH, THE PASSAGEWAY SHALL BE NOT MORE THAN 50 FT LONG. 2. ELECTRICAL REQUIREMENTS MI305.13.1. A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND A RECEPTACLE OUTLET SHALL BE INSTALLED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE WITH CHAPTER 3S. EXPOSED LAMPS SHALL BE PROTECTED FROM DAMAGE BY LOCATION OR LAMP GUARDS. 3. PROVIDE 2x12 PLATFORM W/ 2-LAYERS 3/4' PLYWOOD ATOP BOTTOM CHORD OF MFG. TRUSS THAT MEETS THE REQUIRED CLEARANCES. USE R-49 INSULATION UNDER PLATFORM. (I -LAYER OF R-38 HIGH DENSITY (10-1/4') 4 I -LAYER R-I1 (3-1/2'). 4. NO AIR CONDITIONING TO BE INSTALLED IN ATTIC. 5. PROVIDE GALVANIZED MT. DRAIN PAN WITH WET SWITCH. PROVIDE CONDENSATION LINE FROM FURNACE TO EXTERIOR FOR DRAINAGE. 6. SOLID FUEL -BURNING APPLIANCES SHALL BE PROVIDED WITH COMBUSTION AIR IN ACCORDANCE WITH THE APPLIANCE MANUFACTURER'S INSTALLATION INSTRUCTIONS PER IRC MI-101.1. -1. FOLLOW MANUFACTURER'S INSTALLATION TO PLATFORM FOR SEISMIC SUPPORT. 2 PLACES LSTA24 - BEAM SEGON17 I�L.00R Fi@AM I NG FLAN :ONT. DBL. TOP PL?�TE i-10 RI61D INSULATION SHADED AREA) �X HEADER KIN6 STUD EXTERIOR PLYWOOD TRIMMER HEADER/INSULATION DETAIL NTS 1/4"=1'-O" NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER r W/ 6) 2x4 4) 2x4 STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 409s. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 6090. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. Z v Vi w �♦� fx F zcoo, z� �o �' o0 en N� N x EE t� 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-2687-2R Date: 1m-20-24 4,01 2x6 02 OF STUDS 6 16' O.G. ATTACH STUDS TO TOP 4 BOTTOM PLATE WITH (3) 16d FRAMING NAILS. CONSTRUCT TOP PLATE OF (2) STUDS INSTALLED HORIZ. AT THE TOP OF THE GYPSUM WALL ASSEMBLY AND THE BOTTOM PLA' A SINGLE STUD. INSTALL 2x6 WOOD STUC HORIZ. AS CROSS -BRACING POSITIONED MID -HEIGHT OF THE WALL. TYPE 'X' GWB APPLIED VERTICALLY W/ HORIZONTAL JOINTS BLOCKED AND FASTENED W/6d CEMENT COATED 1l8' 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 WK2) COATS OF GYPSUM COMPOUND. A MIN. 2' PAPER, PLASTIC OR FIBERGLASS TAPE MUST BE SOLID TIGHT FITTING TRUSS BLOCKING (SEE DETAIL THIS SHEET FOR EAVE VENTING) 2x8 FASCIA BOARD 7(&' LPOFLAMEBLOCK®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 FACINGS THE OUTSIDE 4 MUST BE ATTACHED TO THE STUDS W/118' 6d COMMON NAILS SPACED 6' O.G. AROUNE PERIMETER 4 12' O.0 IN THE FIELD. 51i2' THICK NOMINAL 3 PCF DENSITY UNFACED MINERAL FIBER BATT INSULATION FRICTION FIT BETWEEN THE WOOD STUDS, CROSS -BRACING 4 TOP/BOTTOM PLATES. WEATHER BARRIER FASTENED OVER THE SHEATHING USING SUFFICIENT FASTENERS TO PREVENT AIR POCKETS IN THE WRAP EMBEDDED IN FIRST LAYER OF EXTERIOR WALL COVERING: COUMPOUND OVER WALLBOARD JOINTS. I. FIBER CEMENT BOARD 2. T1-11 SIDING 3. WOOD FIBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING DESIGN: OCC-ES REPORT - ESR-136 5) WALL TYPE 4.3.4 - 1 HPEXTERIOR WALL ASSEMBLY EAVES 8 WALL WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 _X& AR 2 BOARD IOTRIJ L ONDs TRUSS IN I%" FROM PACa OF WALL) tall Ty" X SWB /16" LP PLAhBBLOCK XTCRIOR WALL GOVMINS: I. PIBBt 612MCNT BOARD 2. TI-11 SIDINS S. WOOD 1016CR PANEL 4. CEMENT PLASTI=R (STUCCO) S. STM SIDINS 2X6 WALL STUD THICKN12W.2-7/6" MIRW APPROX. Y0161IT: -f PSP (PIRW FIRE TEST: UL RI5I41, 41-12-qb UL =SION U836 6APLE END F I REWALL DETA I L LE55 THAN B' TO THE PROPERTY LINE GA FILE NO. AP 5640 (6ENER1 G I HOUR) ONE LAYER gas' TYPE X GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF MIN 2X3 STUDS, TURNED FLATWISE, 24' O.G. WITH 6d CEMENT -COATED NAILS, I-Ik8' LONG, 0.0915 SHANK, 1/4' HEADS, i' O.G. HORIZONTAL JOINTS STAGGERED NOT LESS THAN 12' ON OPPOSITE SIDED. NO SCALE HOUR FIRE-RE51571\/E DETAILS COMPOSITION ROOF W/ 300 INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. R905.2.6B PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. ATTIC SPACE R-60 INSULATION 5EDROOM 3 R-50 INSULATION 6ARA6r- TYPICAL EXTERIOR WALL: STUD NOTCHING (2)2x6 TOP PLATES - AND BORING 2x6 STUDS O 16' O.G. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) - BEARING OR EXTERIOR WALL AIR BARRIER NOTCH 25go, BORING 40go. EXTERIOR SIDING PER ELEV. - 60% BORING IF DOUBLED 4 R-21 INSULATION W/ CONT. LESS OR EQUAL SUCCESSIVE STUDS. (U-FACTOR 0056 PER APPENDIX A - NON -BEARING MAXIMUM NOTCH COMMERCIAL ENERGY CODE) 40%, BORING 6096. VAPOR BARRIER (WARM SIDE) - HOLES NO CLOSER THAN 5/8 1/2' GYP. BD INCH TO FACE OF STUD. W1 IN 3r" ATTIC SPACCE R-60 INSULATION ZMANUF TRUSSES 24'0.C. SEE ROOF FRAMING PLAN FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) DEN/LOFT FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) KITCHEN FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) MIN. 6x6 PT POST 5/s' TYPE 'X' GWB - SIDING OR TRIM PER PLAN POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE AF50 ROOF VENTS (50 50. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD 2x STUDS PER PLAN W&' SHEATHING EXTERIOR WALL COVERING PER PLAN EAVES WITHIN 5'-O' OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 TYP. INT. WALL (2) 2x4 TOP PP 1/2' GWB 2x4 STUD g 16, O.C. 2x4 BOT, iL' UTILITY DINING R-30 HIGH DENSITY INSULATION STAIR NOTES: HANDRAILS WILL BE RETUNED PER IRC R311.1 OR SHALL TERMINATE IN NEWEL POST OR SAFETY TERMINALS PER IRK R311.1.82 • STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND BOTTOM HANDRAIL TO BE PRESENT ON • ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR 4' SHALL HNANDGRIP PORTI AST ONENI OF HANDRAILS CONSTRUCTION. NOT NOT PASS THROUGH SHALL HAVE CIRCULAR CROSS SECTION • MAXIMUM RISE t0 BE 1-3/4'. OF 11/4' MIN. 4 2' MAX. EDGES SHALL HAVE A MIN. RADIUS OF I,'. • MINIMUM RUN TO BE 10'. 4 C, ALL REQUIRED GUARDRAILS TO BE 36' • MINIMUM HEAD HEIGHT TO BE V-8'. MIN. IN HEIGHT. • MINIMUM STAIR WIDTH TO BE 36'. OPENINGS FOR REQUIRED GUARDS ON ' PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF THE SIDES OF STAIR TREADS SHALL NOT TREAD NOSING AND MUST EXTEND BEYOND BOTTOM ALLOW A SPHERE 4 INCHES (102mm) TO PASS THROUGH. PER R312)3 • PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED 34' MIN.-114' MAX WALKING SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES NOSING • MIN. 36' HIGH W/ CLEAR SPACE PER R312A AND R31212 HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS 1 1/4' NOR MORE THAN 2' IN / CROSS SECTIONAL DIM. 2! • WINDING TREADS 2!HJ210 L HANGER PER IRK R311.15.2.1 i� `T' (SLOPED SEAT) • SPIRAL STAIRS Im' MIN. THE 6' SPHERE UNABLE TO PASS THROUGH OPENING PROVIDE MIN 1 1/2' RUN e A POINT 12' FROM WHERE TREAD IS NARROWEST 14 OC BELOW STAIR INSTALL (12' GWB CEILING, AND WALLS PER IRC R311.110.1 w� W / 3-2XI2 STRINGERS / (MAX SPAN UP TO 1'-09 (SPANS UP TO 9'-01) ADD I-2X6 TO BOTTOM OF STRINGERS CONT. HANDRAIL 34'-38' W/ 16d m 12' O'O. ABOVE TREAD NOSING. 2X4 THRUST BLOCK (SPANS UP TO 10'-01) PICKETS PER IRK OM OF EACH SIDE OF � ON OPEN SIDE INTERIOR TR W/ tbd • 12' O:C. DECK 1' PT RISERS JOISTS PER PLAN FIRE BLOCKING • MID -SPAN AND IN STUD WALLS ALONG AND IN LINE UIITH srRINGERs IF aREa UNDER DEL JST STAIRS IS UNFINISHED P.T. 2X12 TREADS TO STRINGER.'MTL HU212 HANGERS AT EA STRINGER Ix 3-2XI2 PT STRINGERS (MAX SPAN UP TO T'-09 36'X36' MIN. (SPANS UP TO 9'-09 �LANDING FAD ADD BOTTOM OF STRINGERS EXTERIOR a 1 ' W/Ibd�12'OC HL 35 ANGLE SUPPORT (SPANS UP TO I0'-0') ADD 2X6 TO BOTTOM OF EACH SIDE OF THE STRINGERS W( Ibd • 12' O.C. J TYPICAL STAIR DETAIL AND NOTES ATTIC VENTILATION AT LEAST 4096 4 NOT MORE THAN 50916 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. 2x SCREENED EAVE VENT BLOCKS WK4) 21/9' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. MASTER I �o BATH ro R-50 INSULATION 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. • LAP SPLICES 12' MIN. J� 5UILDIN6 5 E C7ION rA 3/811 I'-O" COVERED -1dJ PORCH ; FIRE BLOCKING AND I RAFTSTOPPING PER SEC. 302.11 4 302.12 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING 4 FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10' -0' 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. R302.1 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. TIGHTL INE FOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC Z M 00 W .;. a A �PQ z a ♦♦♦ E yN E � SON 4en .F �:) Z 0� Go in zN a) 44, N N� N x 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-2687-2R Date: 10-20-24 �7 UPPER PLAYROOM ELECTRICAL /4"=1 '-O" UFFEia I�1.00R E1.EG7RIGA1. 1/4"=1'-O" COPYRIGHT 2011 Landmark Design Inc. ALL RIGHTS RESERVED OPTIONAL I I I CAN LIGHTS I II I uP _ h- J I I I I e H I HEAT DETECTOR INTERCONNECTED 1 PER 31423 CLG OUTLET EV CHARGER (ELECTRIC VEHICLE) ONE PER DWELLING PER SEC R335 IRC ESS MAIN FLOOR ELEGTR I GAL /4"=1'-O" INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 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 R303.8 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 KEPI' OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) t LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. e 110 V W/ BATTERY BACKUP CABLE T.V. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBS EXT. FAN VTOS HEAT DETECTOR INTERCONNECTED PER 31423 (GARAGE) EV CHARGER (ELECTRIC VEHICLE) ONE PER DWELLING PER SEC R335 IRC -0—UC T 4 e H +EV Z v Vi E Z� z� ' � �enen N� 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-2687-2R Date: 1m-20-24 LJ I YhN 4' fM mm LIFFER r-LOOR FLAN Ivy'-=I'-O" 2-164' 40 X V LAG 9CIiE1110 • STW WALL ' X Sys 78 il • CONIC aLALL HOI D WATER HEALER TIO14T TO GM • BACK Dud L>3NISM PR3B8lIiE iREAiEO • COMC WALL. li GA SIM STRAPPM ¢ �t 4 A MN. OF 4• FJiCf7 CQflROLS AWCHOR 04 TO BASE - BASE TO R.CM uo SCALE E RAMING CHANCES MECHANICAL PE3ETRAiT10Nfa 5. ALL SNOFIER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAK 6. SMOUERFEADS 4 KITCHEN FAUCET TO BE LIMITED TO M A>d U M L-15 CPJN, FLOW, ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAX91L M LO C%Pt1 FLOW. I ALL GLAZING WITHIN 60' AW VV DRAIN INLET TO BE SAFETY CLASS. & ALL CLAZM WII-M 24' OF DOOR OR WITHIN IS' OF FLOOR TO BE SAFETY CLASS 9 SMOKE ,ALARMS - TO BE INSTALLED PER SEC W3143 IN THE FOLLOWING; LOCATIONS M EACH SLEEPING; RDOMG, OUTSIDE EACH SEPARATE SLEEPW AREA IN THE 11"I EDRAM VICINITY OP THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DNELLMYs, NC-UDNCs BASEMENTS AND HABITABLE ATTICS. AND ALAI" TO BE INSTALLED NOT LESS THAN 3 Ft_ HORIZONTALLY FROM A BAYMP400H THAT CONTAINS A BATHTUB OR SHOVEp, ALARM'S TO BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OFyTHEE AL-A.RM�SyD� IN THE INDIVIDUALUUT UAL UNIT. M3TALLED ON EACH FLOOR 4 OUTSIDE OF EACH SLEEPIW% AREA N THE MATE VICINITY OF THE BEDROOM PER 2018 IRC 4 WA, STATE AMENDMENTS SEC ppf�0. M INSILATE ALL WATER PIPES TO MINIMUM R=3 PER WSEC RA0353_ a. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED SPACES SMALL BE INSULATED TO A MINS-234 OF R-0 PER K R40331 DUCTS WITHN A CONCRETE SLAB OR IN THE GROUND SHALL- BE INSULATED TO R-10 WITH 94SULATM DESIC ED TO BE USED BELOW GRADE. T3_ EXHAUST AIR SMALL NOT 9E DIRECTED ONTO WALLCALAYS_ ALL EXH AU5T DUCTS SMALL TERMINATE OUTSIDE THE BUILDMY. PER R30352. 14. WHERE PIPING S INSTALLED TURI UCM HOLES OR NOTCHES IN FRAMWz MEMBERS AND THE PIPING S LOCATED LESS THAN I-10 14CWES FROM THE FRAMING MAR FACE TO U44IC 4 WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SMALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE Pa'E AND THE fR.AI"IM M SMER AND THAT EXTE%V NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER WERE THE FRAHMICs MB'EER THAT THE r4pM PASSES TWROUC14 S A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAHM MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAt1MYs MISER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING M@BER Lis. ATTIC 4 CRAW. ACCESS HATCHES OR DOORS SHALL BE WEATHERfSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURIQI 3 G SURFACES Lfo 111401E HOUSE VENTILATION 24 MR TRIM READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO C0NTIWL THAT READS 11I4OLE HOUSE VENTILATION* (SEE OPERATING INSTRUCTIONS) M DRYER DUCT SPECKED LENCaTH PER SEC MB02A51 THE MLAXIM,IM LENGTH OF THE EXHiAUST DUCT SMALL. BE 35 FEET(IVAi�6Slaa) FROM T1E CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET iFJVIMMAL OEM FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE 116M 451 THE M[AXIMIIM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT W. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SMALL OE MSLLAIM BY C X0#4_VTELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER NIGH MINIMUM FER 29 S VI6EG TABLE R402A411. a STUDS SHALL Be CONTINUOUS FROM THE SOLE PLATE TO A SUPPORT AT THE TOP PLATE(DBL TOP PLATE OR PER SEC. R6023(TWO-STORY/ BALLOON FRAME WALLS) _ UTILITY RGGdM NQTr1k4 AKE UIP AIR: PER IRC G24" L WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BWLDNG; CONSTRUCTION AND THE EXHAUST DUCT ECUIVALENT LENGTH EXCEEDS 35 FT, THIS EG UIVALENT LENGTH OF THE EXHAUST DUCT SMALL BE IDENTTPIED ON A F13WIANENT LABEL OR TAG. THE LABEL OR TAG SMALL BE LOCATED WITHIN h FT OF THE EXHAUST DUCT CONNECTION PER G2439.15. 2. INSTALLATIONS EXHAUSTING% MORE THAN 200 CF M1 SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET IS DESMW FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING MAYMC% AN AREA OF NOT LESS THAN 100 Sa INCHES FOR MAKE UP AIR SMALL BE PROVIDED N THE CLOSET ENCLOSURE, OR MAKE UP AIR SMALL BE PROVIDED BY OTHER APPR MEANS PER G2439.5_ r :r .':ys_ _j . 00 SO NCHI TRAN81ERGRILL 3'-W I! up du11 II METALFIRE INSTALL PE SPECS. Jw %k An I 9' I I 12'-2 4'-1• l3'-3• ' 1 , , 1 ►L 'b �Aow 1 0 � I F n cr F -- r R40 n 6 b Vw ' 9• UM CFM dKl LEG HEAT PUMPvrob ® 9 A HEATER HEATER 1 n ---------------- 4i qi' SOLE? CORE • CLOSM4G DOOR OR �MOL RATED .s fi.. V �P - PROVIDE EXP TANK 9'I - PROVIDE SEI STRAPPING - TPRV TO 1E TO • "* OUTSIDEWILL s - PIso LOT 4 t0 Be 113• . H \ MIN. OFF HEAT DETECTOR 2/0x5 0 FyC - PER ASM W-A-80 - NAT GAS Ui4 WM W/ MIN. MSc PER 31423 � 3'-3' 2'-3' OF 0*2 - ELECTRIC IA MR. LLV MIN. E 9 OF 0.w 6f4RAL5E 1/2• TYPE •X• CUB ON ALL WAIRM AND ;'m 5/S' TYPE ' 'OSED POSTS CONIC. 1 ,PE •�(• vP O pER �G NO DUCT OFB yw4as PER SEC R335 IRC IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO MIN. 26 GAGE S 6 i6/0 x so O.H. DOOR I6'-3' RA_ g n Ell UP HS AIL411R11 r C PIPM PER U9 _ ___ LANDING At •EXIT• DOOR 5'-6• 5'-6• S,-0• NOT TO ISE LOVER THAN- 15 INCI.KS FROM TOP OF jk THpREs14cL.D_ (R3IL3J) MAIN FLOOR PLAN �, �°- �{/ MAIN FLOOR: 4105 50. FT. UFFr=R FLOOR: 1515 90. FT. ATTIC FLOOR: 406 90. FT. TOTAL- 2651 50. FT. GALR Off: 555 SO. FT. Wgnpg STAgg y N 1 tMAMOf jeER SEC FSM"] IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN AKIMIAL LI5A4T SOURCE TO iLLt11WAiTE THE LA"DW A AND TFEADS. STAIRIAY ILLUMWATwN SMALL RECEIVE PRIMARY POWER FROM THE MWU_DWCs WAR>14Cs. THE LI13MT OMME M44LL IE CAPAME OF ILLH3'g4AiTi4Gt TREADS Ai4iLANDI436 TO LEVEIA NOT LESS THAW I FOOT- C.44DLE MEAStNOD AT THE CENTER OF TREADS AND LANDMITIlk THERE SMALL BE A WALL SWITCH AT EACH R.o(m LEVEL To coNTpoill THE LIGHT Soles WHERE THE WHOLE HOWE VENTILATION - STAIRWAY HAS 81X OR MORE RWiEW E A WIT04 IS NOT REAUNRED WHERE REM OM -REFER TO SHEET N-2 TABLE ISOSA30) 4 CENTRAL OR AUTOMATIC CONTIWL OF LIN41'NCs 18 PI®OVt*V SM43(2) FOR FAN SIZING AND RUIN TIES EXTERIOR STANRWAI^b BHUN.L 00 PRdVIPW WITH AN AVRTNICIAL FURNACE TO HAVE A DUCT FOR OUTSIDE AIR MOTORIZED DAMPER LIGHT SOURCE LOCATED AT THE TOP L.ANDWG OF THE STAIRWAY. STAIRWAY W_LOINATION SHALL RECEIVE M044RY WITH TIMER AND CONTROLS ARE TO POWER FROM THE EUIL.DI4C% WW&4 L EXTERIOR STAMMYS BE ADDED TOR THE REGLARM FRESH PREVIEW': ACCESS TO A MASEMENT FRl THE OUTDOOR AIR EXCHANGE GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT 80 ram LOCATED AT THE BOTTOM LAHDM OF THE StANWAY. z 099 ,411 PQ � To m zi *a ' rti CIA e.. W a - L , r. 4) w V> 0 n . .S 6 - r co to L contractor or bisldor mast verify all dunansions before proceeding with eoustrnction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must Verify compll n with all local a )llcabio building codas where the home is to be constructed 3. Purchaser should bave plans reviewed by a lir erased builder and struct— ural angtneer for comph— .nce to specific site con— ditions. 4. These plane should not be altered by other than a qualified designer, ambi— tecl, or structural engineer Plan No. I L2-2687-2R Data 5-24-22 age 5 of 16 GENEAL STRUCTUF-,AL NOTES V STEM WALL ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2021 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 (DECKS) DEAD LOAD 10 PSF WIND BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATEGORY 11, EXPOSURE B, K ri = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATEGORY: D Ss = 15 - IBC FIGURE 161330) Sos=1.0,IE= ID, 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'-6" 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, 2021 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 Pc = 3,000 PSI WITH 55 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 41/2% '15% 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 (N = 60,000 PSI) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'40" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIAJ TO LAP HORIZONTAL STEEL AT CORNERS 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 0/2" (05 AND SMALLER) 2" (% AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF*2 OR BETTER POSTS DM 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 Ul. 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 J015T WEYERHAEUSER (MICROLAM - Fb = 2000 PSI, E = 1,(B00,000 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. STUDS SHALL BE CONTINUOUS FROM SILL PLATE AT FOUNDATON TO TOP PLATE AT ROOF OR CEILING. 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 Sd 6 b" 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 16d a 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 SHAKES. 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 8d COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 1211 O.C. AT INTERIOR SUPPORTS. APPLY 1/211 RATED SHEATHING (24/1(o) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH Sd COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT SUPPORTED EDGES AND Sd 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 lb. 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 NBC), 2021 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 SHEAR WALL SCNEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) 1/2" CDX ad 44 6" O.C. 5/8" 60" O.C. Qall = 230 PLF OR 055 1/211 CDX 8d a 4" O.C. 5/8" i1 3211 O.C. Qa l l = 350 PLF OR 055 1/211 CDX ad e 2" O.C. 5/811 a 1(0" O.C. Qa ll = 600 PLF C OR 065 USE 3x STUDS AT ALL PANEL EDGES 4 STAGGER NAILS R SEE DETAIL 12 / 52.0 FOR CONSTRUCTION NOTES 1) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT Tl-I1 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 1211 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 A153. 2) HOLDOWNS AND OTHER FRAMING HARDWARE BY 5IMP50N 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 1211 NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 1" INTO CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 23083J AND OF NOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. EDGE OF PLATE WASHER TO EXTEND TO WITHIN 1/211 OF SHEATHED SIDE OF BOTTOM PLATE. 4) ALLOWABLE LOADS ARE PERMITTED TO 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 16d 6 12" O.C. STAGGERED. LTP4 FRAMING ANCHOR EACH SIDE 4 x 6 w/ HUC46 HANGER a HIP 4 x 6 BEAM OPTION N8"0 THRU BOLT w/ 3" 0 WASHER EACH END. 1 (TYP.) L51 END TRUSS DBL 2x TOP PLATE (2) 2 x 6 BRACE Vo THRU BOLL w/ 34 WASHER EACH END. (3) 2 x 6 STUD (TYP) 4 x 4 3 KNEE -BRACE FRAMING SI0 SCALE: 3j4" ■ P-0• LSTA36 - HDR 4 SILL TO 3x BLOCK NG. LSTA24 - SEAM (TYP. 2 PLACES) TO TOP PLATE B B 31/ x9G 5%x15GLIB MAIN FLOOR A = 903 SQ FT 18 LvL 18 LYL m tR _q P/4— 18 LYL x�- ® ❑ - BEAM A = 363 SQ FT 51/2 x 13B GLB _ P/ax18LYL lu u ,II rr Jv _ 4x12 R (TYR. OF 2) a a 4 ° 2'-0" a ADD '4 _BAR FOR 4 STEPS EXCEEDING 2'. a 8" ° ° MAX. I MAX. CONTINUOUS FTG. MINIMUM REINFORCEMENT STEPPED FOOTING DETAIL SIB SCALE: 34• • I'-V MSTC40 HOLDOWN. ALIGN WITH EMBEDDED STHD TYPE HOLDOWN BELOW. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SHEATHING 4 NAILING PER PLAN. MATCH WALL ABOVE UNA. Ibd 6 16" O.C. SOLE PLATE NAILING. 3/4" SUBFLOOR /,/—(3) 8d JOIST -TO -TOP PLATE UNA. MAINTAIN efw MIN. I12" END DISTANCE. 2 x 6 STUD a 16" O.C. USE -DBL STUD a ENDS OF SHEAR WALLS 4 HOLDOWNS. 2x PT SILL w/ s" aANCHOR M _BOLT 4 3" x 3" x 1/4" WASHER AT 5'-0" O.C. UN.O. (ALT. MASA a 48" O.C) STHD TYPE HOLDOWN PER PLAN. -04 BAR a 10" O:C. - HORIZ (36° 04 LBAR a 16" O.C. - VERT. FINISH GRADE 04 BAR CONTINUOUS p (TYP OF 2) D p p D � 8° I'-4" i27'� CRIPPLE WALL WITIH BACKFILL FOUNDATION s� SCALE: 340 • I'-0• LSTA24 - BEAM TO TOP PLATE LSTA36 - HDR 4 SILL sr TO 3x BLOCKING. (TYP. 2 PLACES) _ 4x10 51/2 x 15 GNX I- It, 2024, SEGA ENGINEERS H LLJ N W Q N Z @ O w w LU U � � cn Ll � 0 -, 0 0 0 a 0 41 0 m b a 0 �o 1 pw m .m @'M a� v 0 a b a cq 0 cq w rn Im m 0 cQ cQ 0 U .� JOB 12-001 RACED SHEATHING PER PLAN 1/2" RATED BREACHING 16d 6 16" O.C. SOLE Sd a 6" O.C. (4" O.C.'s SIM.)—\ 2x OVERFRAMINC� PLATE NAILING. _ ~ STAGGERED SHEATHING SUBFLOOR PER PLAN � N w l3) 8d JOIST -TO -TOP PER PLAN. EXTEND OVER HI FRAMING ANCHOR 2x CONTINUOUS RIBBON _ 2x VENTED BLOCKING. EACH TRUSS. USE HIOA-2 PLATE IUN.O. MAINTAIN �' E t SS. MIN. 1 2 END DISTANCE. ua @ u- Sd 6 O.C. DBL RU GABLE END TRUSS. 1 MSTC HOLDOWN _1 w w 1 Sd � 4 O.C. STRAP PER PLANck U � c j A35 48" O.C. (USE 24" O.C. '/2" RATED SHEATHING GABLE END / GIRDER TRUSS AT SIM.) OR SPLICE PANEL SHEATHING 4 NAILING PER PLAN. 2x VENTED BLOCKING. TRUSS PER PLAN pBL 2x COP PLATE. LAP ON DBL TOP PLATE. MONO TRUSS PER PLAN SPLICE TO OCCUR ON COMMON END NAIL TO TRUSS DBL 2x TOP PLATE. LAP SPLICE SPLICE 4'-0" MIN. 4 NAIL w/ MEMBER OR BLOCKING EACH END w/ (2) 8d. 4'-0" MIN. 4 NAIL w/ 16d s 4" O.C. 16d is 6" O.C. STAGGERED. 2x BRACE PER TRUSS SUPPLIER STAGGERED. ADD L5TA24 TO OR is 48" O.C. SECURE w/ A34 FLOOR TRUSS WALL SHEATHING AND NAILING SPLICE PER PLAN SHEATHING 4 NAILING PER EACH ENE). ADD 2x STIFFENER TRUSS PER PLAN PER PLAN PER PLAN OR SCHEDULE. PLAN OR SCHEDULE. SPLICE WHEN LENGTH EXCEEDS 12". HANGER BY TRUSS 2x FRAMING PER PLAN. SPLICE TO OCCUR ON COMMON 2x FRAMING PER PLAN. t0 OCCUR ON COMMON SUPPLIER (BEAM s SIM.) 2x DBL TOP PLATE. LAP SPLICE 0 C MEMBER OR BLOCKING MEMBER OR BLOCKING. 4'-O" MIN. 4 NAIL w/ 16d 4" ' 2x BALLOON FRAMING O.C. STAGGERED.co PER PLAN. w a no 1 T''PICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING e GABLE END 3 LOWER ROOF FRAMING e GABLE END TYPICAL FLOOR FRAMING CONNECTION � a s2 fd SCALE: 1" = I'-0" S2 0 SCALE: I" = 1'-0" 52.0 SCALE: I" = I'-0" S2 0 SCALE: 1" = 1'-0" cd o 8d 9 4" O.C. 2x BLOCKING o 2x BLOCKING w/ DBL 2x COP PLATE '� FLOOR TRUSS PER PLAN NOTE: 16d 8" O.C. a (3)16d TO TRUSS WEB (TYP.) SUBFLOOR PER PLAN SEE ARCH FOR FLASHING 2x FRAMING PER PLAN REQUIREMENTS. SHEATHING 4 NAILING PER PLAN. NpR PER PLAN. — — o - — — — — — -- -- -- --T " BREACHING w/ Sd Sd a 4" O.C. 16d 6 4" O.C. SOLE SPLICE TO OCCUR ON COMMON 16d 4" O.C. SOLE ! M 6 O.C. EDGE NAILING. 2x FRAMING w/ (3) i�i RATED SHE NG MEMBER OR BLOCKING PLATE NAILING PLATE NAILING. (NOT MANF PANEL) 16d t0 TRUSS WEB 4 NAILING PER PLAN. 1 � SUBFLOOR PER PLAN — �, a SUBFLOOR PER PLAN 1 2x CONTINUOUS RIBBON 3x BLOCKING. EXTEND b I'-0" (2) BAYS (24" MINIMUM) j OR TO CORNER. TRUSS PER PLAN MSTC HOLDOWN (TYP) ! i STRAP PER PLAN TRIMMER STUDS)A cQ cQ 'i2" SHEATHING INFILL BLOCKING w/ 2x FRAMING PER PLAN. cQ Sd is 6" O.C. EDGE NAILING OR (BEAM At SIM) FLOOR TRUSS KING STUD j MANUFACTURED BLOCKING PANEL. PER PLAN 16d a 4" O.C. HANGER BY TRUSS SUPPLIER FLOOR TRUSS PER PLAN i SHEATHING 4 NAILING PER HANGER BY TRUSS SUPPLIER �� 2x BLOCKING S MONO -TRUSS 2 RATED SHEATHING 4 PLAN OR SCHEDULE. BEAM PER PLAN BEAM PER PLAN. NAILING PER SCHEDULE. LSTA STRAP PER PLAN (TYP). 5 FLOOR FRAMING INTERIOR 5HEAR WALL 5HEAR WALL FRAMING AT BEAM FLOOR FRAMING CONNECTION FLU5H BEAM j .0 SCALE: 1" = I'-0" s2 m SCALE: I_ 11.011 s2.m SCALE: I- I 0 2x SILL PLATE j I 112" RATED SHEATHING 16d 6 8" O.C. SOLE 2x BLOCKING w/ (3) 8d ad � (� " O.C. T- T-- ------------ - ---- 4 NAILING PER PLAN. PLATE NAILING. TOE -NAIL TO 4x BEAM 4 SHEATHING 4 NAILING AN. (2) 8d TO JOISTS. E L PER PLAN. 16d 8 O.C. SOLE SUBFLOOR PER PLAN 2x CONTINUOUS SUBFLOOR PER PLAN SPLICE TO OCCUR ON COMMON PLACE NAILING 3x BLOCKING RIBBON MEMBER OR BLOCKING JOIST PER PLAN (TYP) SUBFLOOR PER PLAN 2x4 w/ (8) 16d At 8d 6 4" O.C. S 5HEAR WALL FORCE TRANSFER DETAIL 2x BLOCKING w/ 16d s 4" O.C. 2x4 GUSSET EA BEAM PLICE. s2.m SCALE: P = I'-0" SIDE wl l8) 16d (NOT A METAL CAP) TRUSS PER PLAN (ALT. METAL CAP) '/2" SHEATHING 4x4 PT POST L5TA24 STRAP F T (4x6 At SPLICE) ++ + (FAR SIDE) 11 16 NOTE: LOOK RUBS MAB ANCHOR Ig�� 2x COP PLATE MINIMUM NAIL SHEATHING TO NDR C� FLOOR TRUSS PER PLAN SEE ARCH FOR FLASHING PER PLAN (ALT. A34 ANCHOR w/ Sd 3" O.C. EACH WAY. MIN. NDR PER PLAN. EXTEND REQUIREMENTS. TWO SIDES) 12 MSTC HOLDOWN OVER PANEL t0 KING SCUD. HANGER BY TRUSS SUPPLIER BEAM PER PLAN. STRAP PER PLAN FTG PER PLAN o MIN. • + . + ++_-_ KING STUD TO ,. HEADS BEAM PER PLAN D ® HEADER LU524 HANGER BY FINISH GRADE = -= c TRUSS SUPPLIER D �' k 2x KING STUD w/ 2x f �I FASTEN TOP PLATE TO '' CRIPPLE STUD g 5HEAR WALL FRAMING AT BEAM 10 FLOOR FRAMING CONNECTION FLU5H BEAM 11 FLOOR FRAMING AT CRAWL SPACE HEADER w/ (2) ROWS s2 0 SCALE: I" = 1'-0" s2.0 SCALE: I" = 1'-0" S2 0 SCALE: I" = 1'-0" 16d AT 3" O.C. :I :j 4x BLOCKING 6 MIDDLE NZ '" !'' 24" IF REQUIRED./ 10'-0" MAX. '1_:-:;-:; . <I 16d 6 IV' O.C. SOLE (8'-0" a SIM) • �' -' -' -'- 2x STUD PER PLAN. USE MINIMUM PLATE NAILING. 2x STUD PER PLAN. USE pBL (2) 2x STUD tv ENDS OF SHEAR t ' - 'i2" RATED SHEATHING (24/0 EXP 1). STUD AT END OF SHEAR WALLS WALLS 4 HOLDOWNS. SEE SHEAR 3/4" SHEATHING i. NAIL w/ (2) ROWS 8d im 3" O.C. At 4 HOLDOWNS. SEE SHEAR WALL WALL SCHEDULE FOR 3x STUDS. ANCHOR BOLT w/ 3"x3"xl/4" (2) 2x CRIPPLE !:; PANEL EDGES. SHEATHING 4 NAILING PER SCHEDULE FOR 3x STUDS. SHEATHING 4 NAILING PER_/' WASHER SEE SCHEDULE FOR STUDS. �: AN 0 SCN U SIZE 4 SPACING.USE Na"4i AT '`+ !. PLAN R ED LE PLAN. SPLICE t0 OCCUR (2) 2x PLATE. INAIL 4 SLAB ON G OVER ON COMMON MEMBER 60" O.C. UN.O. j :I SHT'G TO EA PLATE) L B GRADE OR BLOCKING. 2x Pt SILL MIN. 6 MIL VAPOR BARRIER TOP OF STEM WALL ' _ • !_ FINISH GRADE OR � a � � 6" MIN. (NOT � S.O:G.) j *4 AR - NORIZ. ELEV. VARIES � + + + ii j �WAS SLAB ON GRADE ° `1 ° j ' FINISH GRADE 12" MAX. ! -_ 25THD HOLDOWN PER PLAN. STHD14 HOLDOWN UNO. x Pt SILL STND HOEDOWN 2x PT SILL w/ ANCHOR BOLT (S.O:G. a SIM.) l2) 5i8"� ANCHOR BOLL w/MIN. ER PLAN a 4 311 x 3 x i4 WASHER PER # � 4 BAR 24 O.C. - VERt. 7EMBEDMENT 4 3" x 3" x 1/4" I, -(oil PLAN OR SCHEDULE. USE GALVANIZED IE WASHER MIN. � °a, 5/s"o s 6O" O.C. MIN. 4'-0" MAX. �, 04 BAR CONTINUOUS FOUNDATION PER PLAN. 8�� _ "4�BAR 24" O.C. - VERTICAL I ^ MIN. 8" THICK STEM WALL w/ O 8 D '� — 04 BAR HORIZ. COP 4 BOTTOM. +�4 A CONT. O BAR Co . 12 PORTAL FRAME PANEL 8�� (TYP.) 8" s2 SCALE: NONE 1' -4" 1' -4" _ o 13 UNDATION AT SLAB ON GRADE 14 FOUNDATION AT CRAWL SPACE 2.0 SCALE: I" 2 I'-0" 2.0 SCALE: I" 2 I'-0" CCFYFIGNT 2024, SEGA ENGINEERS JOB 12-001