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Building Plans; <5 OR MORE ; 4/0x4/ XO S�Cs. 6/ x4/0 XO 6/0x4 0 XO 2' MI 2X STUD WALL / CONC WALL 2-I/4' 95 X 5' LAG SCREWS • STUD WALL 2-3/8' 0 X 5' BOLTS W/ SIMPSON VGC ADHESIVE ® CONC WALL I6 GA STEEL STRAPPING AZpUND WATER HEATERWIT(-IIN tl-IE UPPER < LOWER ONE-THIRD OF THE APDL. < A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO GWB ® BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED ® CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER 4 LOWER ONE-THIRD OF THE APDL. 4 A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - BASE TO FLOOR UPPER �LOOR PLAN NO SCALE WATER HEATER SUPPORT 1/4"= 1'-0" INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 1 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. GENERAL NOTES: 1. 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 72' ABOVE DRAIN. 6. SWOWERHEADS 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 18' OF FLOOR TO BE SAFETY GLASS S. SMOKE ALARMS - TO BE INSTALLED PER SEG 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. 0_ =SMOKE ALARM -CARBON MONOXIDE COMBO. C fsl rJ- MIN. 3 'X36' LANDING 4/0 4/6 XO 6/0x8/ D SG EIE 1/ I / SINK D/W NOOK KITCHEN 9' CLG. ( RANGE F. 100 CFM ( 0 MIN V.T.O.S. EATING COUNTER 2 2'-2' ION REFER 0 r N��t iv 3/10x8/0 C.O. L _ - J PANTRY 2X6 WALL � O � 50 CFM F CLOSET Vc 0 I� 110V \ I O \ N VEN OPT. BEDROOM 6 CLG. I I (EGRESS) LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1.5 INCHES FROM TOP OF THRESHOLD. (83113.1) O c4 .p Ni a 1'-0' HVAC UNIT TO BE MODEL CARRIER FE4ANF002+U1 MIN. HSPF OF 9.5 HEAT HEAL PUMP TO BE MODEL CARRIER PUMP 25VNA62450030 XOX OPTIONAL BUILT IN 1-4 W METAL FIREPLACE 044 GREAT ROOM INSTALL PER MFR 1 9' CLG. SPECS. PROVIDE 6' u V SQ. IN. OUTSIDE AIR U s 3'-8' 21-21 I 42' WALL W/ CAP OPTIONAL BUILT IN Z STAIR ECTION 8302.1 ��..1011o- • -- - ` 2'-4' 13%' MIN. SOLID CORE SELF CLOSING OR WOOD,STEEL DOOR 20 MIN. RATED GARAGE USE 1/2' TYPE 'X' GWB ON ALL WARM AND STRUCTURAL WALLS. (l) LAYER 5/8' TYPE 'XON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' TYPE 'X' GWB 8315 SHALL BE WEATHERSTRIPPED AND INSULATED TO NO DUCT OPENINGS AN APPROVED CARBON MONOXIDE ALARM SHALL A LEVEL EQUIVALENT TO THE INSULATION ON THE 1602 (EGRESS) (EGRESS) WALL LINE DUCTS THROUGH CLC OR F - - ' WALL COMMON TO HOUSE, ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL SO . MIN. 26 GAGE STEEL.- THAT READS 'WHOLE HOUSE VENTILATION' (SEE 11. - - OPERATING INSTRUCTIONS) STF4ND INC 8 WSEC 8403.53. 1-7. DRYER DUCT SPECIFIED LENGTH PER SEG F-7 HEAT DETECTOR M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST INTERCONNECTED A18$ PER 31423 SOAKING TUB R-8 PER WSEC 84033.1. DUCTS WITHIN A CONCRETE CONNECTION TO THE TRANSITION DUCT FROM THE SLAB OR IN THE GROUND SHALL BE INSULATED TO DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS N R-10 WITH INSULATION DESIGNED TO BE USED ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST EF. BELOW GRADE. DUCT SHALL BE REDUCED IN ACCORDANCE WITH 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO THE TABLE M1502AB.1. THE MAXIMUM LENGTH OF WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE THE EXHAUST DUCT DOES NOT INCLUDE THE DO CFM OUTSIDE THE BUILDING. PER 8303.52. TRANSITION DUCT. 14. GAS PIPING IS TO BE PROTECTED PER G24151. 18. CAVITIES WITHIN CORNERS AND HEADERS OF a FRAME WALLS SHALL BE INSULATED BY 0 NOTCHES IN FRAMING MEMBERS AND THE PIPING IS COMPLETELY FILLING THE CAVITY WITH A LOCATED LESS THAN 1-1/2 INCHES FROM THE MATERIAL HAVING A THERMAL RESISTANCE OF R-3 FRAMING MEMBER FACE TO WHICH WALL, CEILING PER INCH MINIMUM PER 2018 WSEG TABLE R402.4.1.1. MASTER BATH I BEDROOM 4 PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE 8' GLC. MASTER BEDROOM 8' cLG. 1 FRAMING MEMBER AND THAT EXTEND NOT LESS WHOLE HOUSE VENTILATION: THAN 4 INCHES TO EACH SIDE OF THE FRAMING VAULTED CLG. >n MEMBER WHERE THE FRAMING MEMBER THAT THE *REFER TO SHEET N-2 TABLE 1505.4311) 4 0 0 ----------------- 1505.43(2) FOR FAN SIZING AND RUN TIMES BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE S.D.e S. SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES Q RES OUTSIDE AIR, MOTORIZED DAMPER ABOVE THE BOTTOM FRAMING MEMBER AND NOT WITH TIMER AND CONTROLS ARE TO 3'-6' 11'-9' LESS THAN 4 INCHES BELOW THE TOP FRAMING BE ADDED FOR THE REQUIRED FRESH MEMBER F I 7 WALK IN AIR EXCHANGE. 110V 0 GFM 0� CLOSET BP ® BP r 50 � �,G S.D. 0Sr 0 L 848----- PAIR R4 C14 I I 1O6 © 0 in o 3' SI,11 sn p 6 42' WALL I L W/ CAP U_ N IY 0 _ 0 , © INSU ATE e - C OR OPT. p C:, ^., t BEPROO 2 MIN. I WALLS SPF SB RAIL G o� p 17 x Q lY 0 " 8' GLC. MECH MAX BTU/HR PER IRC W ❑ 39,9 1 �,_� 3,_ 1,_8 , 1_V I FURN I e WD • ®BP `� N m Q `r LL - 10Y M Q 4 OPT. ®3'-0 2 -SINKS LIN r 404/ S.D. BCU. 0 CLOSET \ _FLAT CLC. LINE _ al r X t I 6 ® � / �/ aD 5'-3j' r i'-6 ' '_0 0 =Ir xLL PL - *R OOM 110V CA I EF• LIN. OPT. r=PROOM 5 O :;t No 5 CFM CAB. 8 CLG. ISD. OPTIONAL C FRED CLC.5EI7R6OM 3 4/0x /0 FX VAULTED - - - - - - - -, 1 � %0 - WALK IN 4 (EGRESS);, I 4 CLOSET i W © 0 1 r I I 6/0x4/6 XO 9 4/0x2/ FX (EGRESS) N 2' MI 2X STUD WALL / CONC WALL 2-I/4' 95 X 5' LAG SCREWS • STUD WALL 2-3/8' 0 X 5' BOLTS W/ SIMPSON VGC ADHESIVE ® CONC WALL I6 GA STEEL STRAPPING AZpUND WATER HEATERWIT(-IIN tl-IE UPPER < LOWER ONE-THIRD OF THE APDL. < A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO GWB ® BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED ® CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER 4 LOWER ONE-THIRD OF THE APDL. 4 A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - BASE TO FLOOR UPPER �LOOR PLAN NO SCALE WATER HEATER SUPPORT 1/4"= 1'-0" INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 1 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. GENERAL NOTES: 1. 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 72' ABOVE DRAIN. 6. SWOWERHEADS 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 18' OF FLOOR TO BE SAFETY GLASS S. SMOKE ALARMS - TO BE INSTALLED PER SEG 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. 0_ =SMOKE ALARM -CARBON MONOXIDE COMBO. C fsl rJ- MIN. 3 'X36' LANDING 4/0 4/6 XO 6/0x8/ D SG EIE 1/ I / SINK D/W NOOK KITCHEN 9' CLG. ( RANGE F. 100 CFM ( 0 MIN V.T.O.S. EATING COUNTER 2 2'-2' ION REFER 0 r N��t iv 3/10x8/0 C.O. L _ - J PANTRY 2X6 WALL � O � 50 CFM F CLOSET Vc 0 I� 110V \ I O \ N VEN OPT. BEDROOM 6 CLG. I I (EGRESS) LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1.5 INCHES FROM TOP OF THRESHOLD. (83113.1) O c4 .p Ni a 1'-0' HVAC UNIT TO BE MODEL CARRIER FE4ANF002+U1 MIN. HSPF OF 9.5 HEAT HEAL PUMP TO BE MODEL CARRIER PUMP 25VNA62450030 XOX OPTIONAL BUILT IN 1-4 W METAL FIREPLACE 044 GREAT ROOM INSTALL PER MFR 1 9' CLG. SPECS. PROVIDE 6' u V SQ. IN. OUTSIDE AIR U s 3'-8' 21-21 I 42' WALL W/ CAP OPTIONAL BUILT IN Z STAIR ECTION 8302.1 ��..1011o- • -- - ` 2'-4' 13%' MIN. SOLID CORE SELF CLOSING OR WOOD,STEEL DOOR 20 MIN. RATED GARAGE USE 1/2' TYPE 'X' GWB ON ALL WARM AND STRUCTURAL WALLS. (l) LAYER 5/8' TYPE 'XON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' TYPE 'X' GWB 8315 SHALL BE WEATHERSTRIPPED AND INSULATED TO NO DUCT OPENINGS AN APPROVED CARBON MONOXIDE ALARM SHALL A LEVEL EQUIVALENT TO THE INSULATION ON THE 1602 IN GARAGE. SURROUNDING SURFACES WALL LINE DUCTS THROUGH CLC OR F - - - - - 145OVE WALL COMMON TO HOUSE, ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL SO . MIN. 26 GAGE STEEL.- THAT READS 'WHOLE HOUSE VENTILATION' (SEE 11. - - OPERATING INSTRUCTIONS) 9H ° H WSEC 8403.53. 1-7. DRYER DUCT SPECIFIED LENGTH PER SEG F-7 HEAT DETECTOR M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST INTERCONNECTED A18$ PER 31423 L_� 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS 8315 SHALL BE WEATHERSTRIPPED AND INSULATED TO 50. AN APPROVED CARBON MONOXIDE ALARM SHALL A LEVEL EQUIVALENT TO THE INSULATION ON THE 1602 BE INSTALLED ON EACH FLOOR 4 OUTSIDE OF SURROUNDING SURFACES TOTAL EACH SLEEPING AREA IN THE IMMEDIATE VICINITY 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY fT. OF THE BEDROOMS. PER 2018 IRC 4 WA. STATE ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL SO . AMENDMENTS SEC 8315. THAT READS 'WHOLE HOUSE VENTILATION' (SEE 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER OPERATING INSTRUCTIONS) WSEC 8403.53. 1-7. DRYER DUCT SPECIFIED LENGTH PER SEG 12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST A SPACES SHALL BE INSULATED TO A MINIMUM OF DUCT SHALL BE 35 FEET(10.668mm) FROM THE gyN R-8 PER WSEC 84033.1. DUCTS WITHIN A CONCRETE CONNECTION TO THE TRANSITION DUCT FROM THE SLAB OR IN THE GROUND SHALL BE INSULATED TO DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS N R-10 WITH INSULATION DESIGNED TO BE USED ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST BELOW GRADE. DUCT SHALL BE REDUCED IN ACCORDANCE WITH 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO THE TABLE M1502AB.1. THE MAXIMUM LENGTH OF WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE THE EXHAUST DUCT DOES NOT INCLUDE THE OUTSIDE THE BUILDING. PER 8303.52. TRANSITION DUCT. 14. GAS PIPING IS TO BE PROTECTED PER G24151. 18. CAVITIES WITHIN CORNERS AND HEADERS OF WHERE PIPING IS INSTALLED THROUGH HOLES OR FRAME WALLS SHALL BE INSULATED BY NOTCHES IN FRAMING MEMBERS AND THE PIPING IS COMPLETELY FILLING THE CAVITY WITH A LOCATED LESS THAN 1-1/2 INCHES FROM THE MATERIAL HAVING A THERMAL RESISTANCE OF R-3 FRAMING MEMBER FACE TO WHICH WALL, CEILING PER INCH MINIMUM PER 2018 WSEG TABLE R402.4.1.1. 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 WHOLE HOUSE VENTILATION: THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER WHERE THE FRAMING MEMBER THAT THE *REFER TO SHEET N-2 TABLE 1505.4311) 4 PIPING PASSES THROUGH IS A BOTTOM PLATE, 1505.43(2) FOR FAN SIZING AND RUN TIMES BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER ABOVE THE BOTTOM FRAMING MEMBER AND NOT WITH TIMER AND CONTROLS ARE TO LESS THAN 4 INCHES BELOW THE TOP FRAMING BE ADDED FOR THE REQUIRED FRESH MEMBER AIR EXCHANGE. 16/0x8/0 10.1-1. DOOR BLUE 18 AWG TRACER WIRE REQUIRED AT NON- METAL WATER SERVICE PIPING PER UPC 604.9. MAIN FLOOR PLAN 1/4"=1'-0" °h MAIN FLOOR 156"'l 50. �T. UPPER FLOOR 1602 50. FT. TOTAL 2416 cl 50. fT. GARAGE -458 SO . fT . FRONT PORCH 115 SQ. FT. UTILITY ROOM NOTES/MAKE UP Al PER IRC G2439 I. 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 G24391.5. 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 G2439.5. E: -7 = 100 SQ INCH TRANSFER GRILL Z °h w w� .;. z M A 0 E�00 0.09 a0 A z gyN =0 a N 0.4 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: 2 978 Date: 12-14-21 fiJ OUNDAT 1 ON. PLAN 1/411= I' -O II 4'0 SCHED. 40 STL. BOLLARD 4-3/8'X3' ANCHOR BOLTS - (SIMPSON TITAN HD OR EQ) 4' CONCRETE SLAB 3/16 u-� 18'X18'X6' SIDE VIEW CONCRETE FOOTING 4-3/8'X3' ANCHOR BOLTS 8' (SIMPSON TITAN HD OR EQ) o 3/16 dJ it 1/2' X 8' X 6' 0 01 1 TOP VIEW VEHICLE IMPACT 5ARRIER DETAIL MIN. 2' AIR SPACE 4' CONC. SLAB PREVENT WOOD TO CONC. CONTACT W/ CONT. FLASHING OR APPROVED MEMBRANE STUB *4 BARS INTO GONG. SLAB a 18' O.G. 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 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 TO THE INSULATION ON THE SURROUNDING SURFACES. 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION 8408. *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 TO DRAIN AND INSURE THE REMOVAL OF WATER 10.PREVENT WOOD TO GONG. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. -4 INDICATES 'SIMPSON' HOLDDOWN. 12. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE E SPACING (SHT 51.0). USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1361/150 =9.11 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION 14 VENTS IREQ'D z T� c) V 3 ww_ .;. Z_ A 0 E00 ♦ �00 N 00 A gyN z N N I 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: 2 978 F_ Date: 5-6-21 J 8302.12.1 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. !'1 1 1 '% ROOF FRAMING NOTES: 1/4"=1'-O" ROOF VENTILATION CAL CUL AT I ONS 4 REQUIREMENTS AT LEAST 40%4 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 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. 88062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEG. 88063 - WHERE EAVE OR COI;;a%IICE 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 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) SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN GWB 6 CEILNG SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN TRUSS LENGTH VIEW "-- GWB a CEILNG SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN LATERAL BLOCICNG PANELS w/ DRAFTSTOPPING GWB a CEILNG FLOOR TRUSS PER PLAN GARAGE WALL BELOW LATERAL BLOCKNG PANELS w/ DRAFTSTOPPING TRUSS TOP VIEW a GARAGE WALL SCALE. I/2' - P -V PRAT-TSTOPP I NG DETA I L I. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS t 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'x30' PER IRC SEC. R8 -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. 8806. ALL FRAMING TO COMPLY WITH IRC SEC 8802. 6. QA 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 3-2X6 UNDER GIM ABOVE FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/Sd NAILS G 24' O.G. NAILED TOP E 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 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. UPPER ILOOR R MINIS FLAN 1/4"=1'-O" CONT. DBL. TOP PLATE i-10 RI&ID INSULATION SHADED AREA) 4X HEADER KIN& STUD EXTERIOR PLYWOOD TRIMMER Hr=A=�ER/INSULATION nE7A1L NTS 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 250, BORING 400. - 60% BORING IF DOUBLED # LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. Z . V 1 04A oNo h ♦ W ao 1.0� • D �o 00 A gyN N 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: 2 978 Date: 12-14-21 v W/ IN 36' AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD V LPO FLAMEBLOCKO FIRE -RATED OSB SHEATHINGS VAPOR BARRIER FASTENED OVER THE SHEATHINGS USING SUFFICIENT FASTENERS TO PREVENT AIR POCKETS IN THE WRAP EXTERIOR WALL COVERING 2x6 02 OF STUDS a 16' O.G. ATTACH STUDS TO TOP E 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 PLATE OF A SINGLE STUD. INSTALL 2x6 WOOD STUDS HORIZ. AS CROSS -BRACING POSITIONED AT MID -HEIGHT OF THE WALL. s/8' TYPE 'X' GWB APPLIED VERTICALLY AND NAILED TO STUDS W/MIN, lv8' DRYWALL NAILS SPACED 8' O.G. JOINT COMPOUND TO BE APPLIED TO EXTERIOR FACE OF GWB IN (2) COATS TO EXPOSED FASTENER HEADS AND GWB JOINTS W/ A MIN. 2' WIDE TAPE EMBEDDED IN THE FIRST LAYER s/8' TYPE 'X' GWB APPLIED VERTICALLY AND NAILED TO STUDS W/MIN. 11V DRYWALL NAILS SPACED 6' O.G. JOINT COMPOUND TO BE APPLIED TO EXTERIOR FACE OF GWB IN (2) COATS TO EXPOSED FASTENER HEADS AND GWB JOINTS W/ A MIN. 2' WIDE TAPE EMBEDDED IN THE FIRST LAYER. 51/2' THICK NOMINAL 2B PGF DENSITY UNFACED MINERAL FIBER BATT INSULATION FRICTION FIT BETWEEN THE WOOD STUDS INTERIOR 2x6 02 OF STUDS G 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 PLATE OF A SINGLE STUD. INSTALL 2x6 WOOD STUDS HORIZ. AS GROSS -BRACING POSITIONED AT EXTERIOR MID -HEIGHT OF THE WALL. MIN. 3(6' LPA FLAMEBLOCK® W/ PYROTITE SURFACE FACING OUT DESIGN: INTERTEK LPB/WA 60-01 EXTERIOR WALL COVERING: I. FIBER CEMENT BOARD 2. T1-11 SIDING 3. WOOD FIBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING NO SCALE UJ/ IN 3(o" MIN. 6xro PT POST Iib' LP® FLAMEBLOCK® FIRE -RATED DSB SHEATHING DR 8/8' TYPE 'X' GWB SHEATHING: SIDING 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 lib' SHEATHING EXTERIOR WALL COVERING PER PLAN STAIR NOTES: HANDRAIL TO BE PRESENT ON PER IRC R311.1 4' SPHERE SHALL ON AT LEAST ONE SIDE OF STAIR HANDGRIP PORTION OF HANDRAILS • STRINGERS TO 5E FIRE BLOCKED AT 50TH TOP AND NOT PASS THROUGH SHALL HAVE CIRCULAR CROSS SECTION BOTTOM. ❖ zM OF 11/4' MIN. t 2' MAX. EDGES SHALL HAVE • ALL USABLE SPACE UNDER STAIRS TO 5E I HOUR A MIN RADIUS OF 1,181.G. ALL REQUIRED GUARDRAILS TO BE 36' CONSTRUCTION. MIN. IN HEIGHT. • MAXIMUM RISE TO BE 1-3/4'. OPENINGS FOR REQUIRED GUARDS ON • MINIMUM RUN TO 5E 10'. � 00 .•. v� CNI THE SIDES OF STAIR TREADS SHALL NOT • MINIMUM HEAD HEIGHT TO 5E V-8'. A, ALLOW A SPHERE 4 INCHES (102mm) TO PASS TFROUGH. • MINIMUM STAIR WIDTH TO 5E 36'. CU Z'7• !�a • PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF a 3/4'SMIN —I�i4' MAX TREAD NOSING AND MUST EXTEND BEYOND 50TTOM NOING TREAD. r • PROVIDE GUARD RAILS AT LANDINGS MINIMUM 36' � HIGH W/ CLEAR SPACE • HANDGRIP PORTION OF HANDRAIL SHALL 5E NOT LESS 1 1/4' NOR MORE THAN 2' IN CROSS SECTIONAL DIM. • WINDING TREADS 10' MIN TIRE 6' SPHERE UNABLE `Q TO PASS THROUGH OPENING PER IRC R311.132.1 BELOW STAIR INSTALL V2' • SPIRAL STAIRS F Is GWB • CEILING, AND WALLS PROVIDE MIN 1 1/2' RUN • A POINT 12' �. FROM WHERE TREAD IS NARROWEST (3) 2X12 STRINGERS PER IRC 8311.1.10.1 / / FIRE BLOCKING A MID -SPAN AND / IN STUD WALLS ALOW% AND N LIFE CONT. HANDRAIL 34'-38'/ ABOVE TREAD NOSING. WITH STRINGERS IF AREA UNDER 2x4 THRUST BLOCK STAIRS IS UNFINISHED PICKETS PER IRC / ON OPEN SIDE INTERIOR j DECK I' PT RISERS , JOISTS PER PLAN P.T. 2X12 TREADS TO STRIP ' MIN. L EAVES E WALL WITHIN 5'-0' OF PROPERTY LINE EAVES WITHIN V-0' OF PROPERTY LINE PER IRC 302 E TABLE 8302.1 PER IRC 302 # TABLE 8302.1 H I HOUR �1RE-RE515TI\/E DETAILS J STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 4096. - 60% BORING IF DOUBLED # LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/6 INCH TO FACE OF STUD. COMI ON 1, ALL GALL ROOT PRO' W/ A 2x SCREE) VENT BLO 21/8' HOLE: PROVIDE INSULATIOI TO ENSUM AIR SPACI TYPICAL EXTERIC (2)1x6 TOP PLATE 2x6 STUDS 0 16' C 2x6 BOTTOM PLA' 1/2' SHT'G (APA R AIR BARRIER EXTERIOR SIDING R-21 INSULATION LL VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD DBL JST HU212 MTL. HANGERS AT EA. STRINGER 3-2X12 P.T. STRINGERS EXTERIOR HL 35 ANGLE SUPPORT NO SCALE TYPICAL STAIR DETAIL AND NOTES L.11�D71 Z PEizF. PIPE 5/8 11=1 I -O ° PEA GRAVEL FILL WRAP W/ FILTER FABRIC FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION 8302.11 • R302.12 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 t FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL INTERCONNCECTIONS 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. 83021. 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. I= OW= I -1oD IL 10 Q 0-1 7—__ d) W Y 010 j I T_ [Ai �I 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: 2978 Date: 12-14-21 z VD N w a° ❖ zM ♦ E Woo U "cc � 00 .•. v� CNI 00 A, e � � �N CU Z'7• !�a a � N N [Ai �I 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: 2978 Date: 12-14-21 UPPER FLOOR ELECTRICAL PLAN 1/411= 1 i_On 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 t0 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. XTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 I 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. WP (H] 4_L� I ` rT r-- — — — --- c III�� II � 1� J 110V ,1 - I I I I L-------------- /I I A— / ` \ �Sy J, P. -W-14 o H \� HEAT DETECTOR INTERCONNECTED PER 314.23 \ CLG OUTLET I J 0 • I - 1 -------- \ r \ I ELECTRICAL KEPI' \ --------------J OVERHEAD \ CAN \ OUTLET � \ DUPLEX OUTLET ` \ 220V OUTLET & \ / COMBO. EXT. FAN (VTOS) t LIGHT COMBO SMOKE ALARM- - CARBON MONO. DEt. e '�/j j� 'j� °'� J� 'j� 110 V W/ BATTERY C I� Ill I I �l r-L.®®R L.C I R I CAL FL.A r, BACKUP CABLE T.V. JACK 1/4 11 = 1 _Oil PHONE UNDER COUNTER `� ~C LIGHTS GAS OUTLET T HOSE BIBB 4 EXT. FAN VTOS ® 0% THERMOSTAT C4 i 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: 2978 Date: 12-14-21 I� L,J z ® 0% W00 L ♦♦♦ EE Go 1.0 •e• y00 A �y� da L N N .r ♦ C4 i 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: 2978 Date: 12-14-21 I� L,J ; 4/0x4/ XO &G. 6/0x4/0 XO 6/0x4 0 XO XOI ' '-3'110' -4' oil 3-- -1- 3' - Is (0--0- (01-01 3' -92' 4'-3- 131-41 3'-4' 6'-8' 12'-0' 8'-0' 40' -0' UPPP R r -LOO PLAN 1/411=11-011 /411=11-O11 2X STUD WALL / CONC WALL 2-1/4' 45 X 5' LAG SCREWS *STUD WALL 2-3/8' X 5' BOLTS W/ SIM SON VGC ADHESIVE • CONC WALL 16 GA STEEL STRAPPING WITHIN WATER PPER 4 LOWER ONE-THIRD OF THE APPL. e A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO CxWB a BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED ® CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER t LOWER ONE-THIRD OF THE APDL. t A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - BASH TO FLOOR WATER HEATER SUPPORT NO SCALE INTERIOR STAIRWAY ILLUMINATION PER SEC 8303.1 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 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 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. GENERAL NOTES: 1. 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 t0 BE WATERPROOF TO MINIMUM -12' ABOVE DRAIN. 6. SHOWERHEADS 4 KITCHEN FAUCET t0 BE LIMITED TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.PM FLOW. -I. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS S. 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 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. =SMOKE ALARM -CARBON MONOXIDE COMBO. C.M. Ch T� (EGRESS) (EGRESS) 3 �✓ MIN. 36'X 6' w w_ LANDING FREE 4 ' HEAT 4/0 4/6 XO 6/0x8/0 SGD SG a/04/0 PUMP XOX • 3 v� S ♦ �00 .�� V] N SOAK ND NTUB 00 A z SINK D/W OPTIONAL 4) N NOOK N BUILT IN 50 CFM KITCHEN V CLG. 0 0 9' CLG. MASTER I MASTER BEDROOM BATH BEDROOM 4 2 LU METAL FIREPLACE I VAULTED CLG. 8' CLG. 8' CLG. p 6RE,4T ROOM INSTALL PER MFR 0/1 p = 9' CLG• SPECS. PROVIDE 61� ( MIN V.T.O.S. - - - - _j U SQ. IN. OUTSIDE AIR u, 0 0 EATING 4 RTS COUNTER r - - - L.2'- �'-8' 3'-10' 2'-2' 1 3'-8' 2'-L. 4'-5' 12'-6' 't, 1. ❑ REFER 6LL F I 7 WALK CLOSET IN 1 110V 110V ❑° ® BP ® BP - - - - C14 r 2X6 WALL � 50 CFM O 0 /8x8/0 C.O. 2 (o 42' WALL 2X6 WALL W/ CAP WALL 50 CFM 2X6 WALL CH p N ❑ L- - - - - - - Q - , 3'-6 ' uI 3' 11 r "' M - - - - - - - - - - - - Q DINING ROOM 9' CLG. R46 - PAIR R46 I I © UITLIT F I CRAWL. ASONIC WHISP CCESS dp, STAIR ED 110V JI ' I 1 0 EXHAUST AN OR R R302.i I 1 � I AL CFM40 - 101 rb� u1� o0 I I ® V.t.o_s�� HWH 3'-11i' t. UP�'�R GA cn \ e in ' O42' 11'-5' M SD. '-�' 9� 3'-10' 1'-6' 8'-0' 1 i I N Z ? cn X ``' (� _// 6 C 0 ' SELF CLOSING WOOD,STEEL DOOR IMPACT WALL I O P 8' HI BARRIER X 0 I e �_ OR OFT. ____--- e 110V \ ENTRY 121 `r $EDROO 2 I INSULATE MIN. SPF 95C ' - 8' CLG U 2'-2j' WALLS MAX BTU/HR PER IRC 6' * MECH D 11 8 = �" 1 0 Ln w I 39,9 1 1 USE 1/2' TYPE 'X' GWB ON ALL WARM AND 1 9' CLG. I `V STRUCTURAL WALLS. (1) LAYER 5/8' TYPE I OPT. COFFER W/O 1 1/0x5/ XON CEILINGS. WRAP ALL EXPOSED POSTS 'X' L__ 8' HI DR OPT_ - - - - J FX Sao AND BEAMS IN 1/2' TYPE GWB (EGRESS) N NO DUCT OPENINGS IN GARAGE. _ _ _ _ - -6/0 /� x - - - - DUCTS THROUGH CLG OR LINE OF WALL ABOVE WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. - - L---- -- H I e H 1 COVERS PORCH 22'X30' HEAT DETECTORI 4' THICK CONC. SLAB P11459Q OT 990-i2 r I FURNAk PER F-7 �✓" _314.23_-_j LINE OF WALL ABOVE X I� �I s�++6 16/0x8/0 O.H. DOOR 08 A o>>h -;�•� iL EF. CFMLLIO © N 01r� r ® OPT. 8' 8' 2'-4--' O LINEN4 2 -SINKS V-0' 20'-0' 40'-0' _ SD.n `4 U 3'-0 5ATH 6' --`"110V ' S.D. CLOSET Cq e - PLAYROOM _ � e � � EF• LIN. 5 c OPT. BEDROOM 5 cAB. 8' cLG. BEDROOM 5 e OPTIONAL 8' CLG, RES COFFERED CLG. --------� r mCLOSET I�t WALK IN 14(EGRESS) 9 Six 4/0x,"/& XO C,, 4/0x,2/0 FX /0x /0 X 0 0 0 (EGRESS) XOI ' '-3'110' -4' oil 3-- -1- 3' - Is (0--0- (01-01 3' -92' 4'-3- 131-41 3'-4' 6'-8' 12'-0' 8'-0' 40' -0' UPPP R r -LOO PLAN 1/411=11-011 /411=11-O11 2X STUD WALL / CONC WALL 2-1/4' 45 X 5' LAG SCREWS *STUD WALL 2-3/8' X 5' BOLTS W/ SIM SON VGC ADHESIVE • CONC WALL 16 GA STEEL STRAPPING WITHIN WATER PPER 4 LOWER ONE-THIRD OF THE APPL. e A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO CxWB a BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED ® CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER t LOWER ONE-THIRD OF THE APDL. t A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - BASH TO FLOOR WATER HEATER SUPPORT NO SCALE INTERIOR STAIRWAY ILLUMINATION PER SEC 8303.1 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 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 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. GENERAL NOTES: 1. 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 t0 BE WATERPROOF TO MINIMUM -12' ABOVE DRAIN. 6. SHOWERHEADS 4 KITCHEN FAUCET t0 BE LIMITED TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.PM FLOW. -I. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS S. 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 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. =SMOKE ALARM -CARBON MONOXIDE COMBO. C.M. 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR t OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2018 IRC E WA. STATE AMENDMENTS SEC 8315. 11. INSULATE ALL WATER PIPES t0 MINIMUM R-3 PER WSEC R403B3. 12. ALL DUCTS E 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 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 8303.52. 14. GAS PIPING IS TO BE PROTECTED PER G24151. 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 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 TO 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) 1-1. DRYER DUCT SPECIFIED LENGTH PER SEC M1502ABJ. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10Io68mm) FROM THE CONNECTION t0 THE TRANSITION DUCT FROM THE DRYER t0 THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE 111502.4.5.1. 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 2018 WSEC TABLE R402A.1.1. 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. HVAC UNIT TO BE MODEL CARRIER FE4ANF002+U1 MIN. HSPF OF 9.5 HEAT PUMP t0 BE MODEL CARRIER 25VNA62450030 -a W cW O U_ ELECTRIC WATER HEATER WITH NTEGRATED HEAT PUMP TIER III SIEAA SPEC, IODEL RHEEM PROPH50 r cA 91� BLUE 18 AWG TR4 WIRE REQUIRED AT 1 METAL WATER SER PIPING PER UPC 6 MAIN FLOOR FLAN 1/411=11-011 /411=11-O11 MAIN PL.00R 1 56"'T UPPER PL.00R 1 664 TOTAL. 5051 6ARA6E 458 PROBIT PORCH 183 UTILITY ROOM NOTES/MAKE UP Al PT. PT. PT. PT. PT. PER IRC G2439 I. 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 G2439.71B. 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 G243c3B. - = 100 SQ INCH TRANSFER GRILL Ch T� ®. °` V 3 �✓ MIN. 36'X 6' w w_ LANDING .;. Z_ HEAT 4/0 4/6 XO 6/0x8/0 SGD SG a/04/0 PUMP XOX • 3 v� 11EI \/ ♦ �00 .�� V] N 00 A z SINK D/W OPTIONAL 4) N NOOK N BUILT IN KITCHEN V CLG. 9' CLG. 2 LU METAL FIREPLACE I ( RANGE I p 6RE,4T ROOM INSTALL PER MFR F. 100 CFM I p = 9' CLG• SPECS. PROVIDE 61� ( MIN V.T.O.S. - - - - _j U SQ. IN. OUTSIDE AIR u, EATING 4 COUNTER L.2'- �'-8' 3'-10' 2'-2' 1 3'-8' 2'-L. 4'-5' 12'-6' 't, 1. ❑ REFER 6LL 08 3/10x8/0 C.O. PANTRY - - - - OPTIONAL 2X6 WALL � BUILT IN O 0 /8x8/0 C.O. 2 (o 42' WALL 2X6 WALL W/ CAP WALL 50 CFM 2X6 WALL CH p N PWDR 5138 s � ti E G UP 1lR1 9' CLG. 0 , 3'-6 ' uI 3' 11 M Q DINING ROOM 9' CLG. - ' I I © UITLIT F I CRAWL. ASONIC WHISP CCESS dp, STAIR ED QUIET CONTINUOUS TECTION ' I 1 0 EXHAUST AN OR R R302.i I 1 � I AL CFM40 - 101 rb� u1� o0 I I ® V.t.o_s�� HWH t. UP�'�R GA cn \ e _ OPT. _ _ F_CLOSET 1318' MIN. SOLID CORE _// 6 C 0 ' SELF CLOSING WOOD,STEEL DOOR IMPACT O P 8' HI BARRIER 20 MINOR4TED 110V \ ENTRY 1 O \ CL _j 6'-5i' 2'-2j' 11'-0j• 6_3. I DEN PT. 1 6ARA6E OPT. BEDROOM % I X USE 1/2' TYPE 'X' GWB ON ALL WARM AND 1 9' CLG. I `V STRUCTURAL WALLS. (1) LAYER 5/8' TYPE I OPT. COFFER W/O 1 1/0x5/ XON CEILINGS. WRAP ALL EXPOSED POSTS 'X' L__ 8' HI DR OPT_ - - - - J FX Sao AND BEAMS IN 1/2' TYPE GWB (EGRESS) N NO DUCT OPENINGS IN GARAGE. _ _ _ _ - -6/0 /� x - - - - DUCTS THROUGH CLG OR LINE OF WALL ABOVE WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. - - L---- -- H I e H 1 COVERS PORCH 22'X30' HEAT DETECTORI 4' THICK CONC. SLAB P11459Q OT 990-i2 ATTIC INTERCONNECTEI? ACCESS PER F-7 �✓" _314.23_-_j LINE OF WALL ABOVE X I� �I s�++6 16/0x8/0 O.H. DOOR 08 A ¢ S� 8' 8' 2'-4--' V-0' 20'-0' 40'-0' 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR t OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2018 IRC E WA. STATE AMENDMENTS SEC 8315. 11. INSULATE ALL WATER PIPES t0 MINIMUM R-3 PER WSEC R403B3. 12. ALL DUCTS E 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 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 8303.52. 14. GAS PIPING IS TO BE PROTECTED PER G24151. 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 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 TO 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) 1-1. DRYER DUCT SPECIFIED LENGTH PER SEC M1502ABJ. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10Io68mm) FROM THE CONNECTION t0 THE TRANSITION DUCT FROM THE DRYER t0 THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE 111502.4.5.1. 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 2018 WSEC TABLE R402A.1.1. 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. HVAC UNIT TO BE MODEL CARRIER FE4ANF002+U1 MIN. HSPF OF 9.5 HEAT PUMP t0 BE MODEL CARRIER 25VNA62450030 -a W cW O U_ ELECTRIC WATER HEATER WITH NTEGRATED HEAT PUMP TIER III SIEAA SPEC, IODEL RHEEM PROPH50 r cA 91� BLUE 18 AWG TR4 WIRE REQUIRED AT 1 METAL WATER SER PIPING PER UPC 6 MAIN FLOOR FLAN 1/411=11-011 /411=11-O11 MAIN PL.00R 1 56"'T UPPER PL.00R 1 664 TOTAL. 5051 6ARA6E 458 PROBIT PORCH 183 UTILITY ROOM NOTES/MAKE UP Al PT. PT. PT. PT. PT. PER IRC G2439 I. 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 G2439.71B. 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 G243c3B. - = 100 SQ INCH TRANSFER GRILL EE 1� 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. 1 Plan No: 2 978 F_ Date: 12-14-21 Ch T� ®. °` V 3 04A w w_ .;. Z_ A • 3 v� 0 ♦ �00 .�� V] N 00 A z gyN za 4) N N EE 1� 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. 1 Plan No: 2 978 F_ Date: 12-14-21 MIN. 2' AIR 4' CONC. SLAB PREVENT WOOD TO CONC. CONTACT W/ CONT. FLASHING OR APPROVED MEMBRANE STUB 04 BARS INTO GONG. SLABS 16' O.G. i�OUNnATION FLAN 1/4"=1'-O" 4' 0 SCHED. 40 STL 4-3/8'X3' ANCHOR BC (SIMPSON TITAN HD C 4' CONCRETE SLAB L---- ` 18'xl8'x6' SIDE VIEW CONCRETE FOOTING 4-3/8'X3' ANCHOR BOLTS 8' (SIMPSON TITAN HD OR EQ) 0 3/ 16 aD It1/2'X8'X6' 0 1. TOP VIE VEHICLE IMPACT 5ARRIER DETAIL 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 *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. -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. 8. 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 TO DRAIN AND INSURE THE REMOVAL OF WATER 10.PREVENT WOOD TO GONG. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. I1. / INDICATES 'SIMPSON' HOLDDOWN. 12. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (SHT SI.0). USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1361/150 =9.11 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION 14 VENTS IREQ'D z T� c) V 3 COO.) x� w w_ .;. Z_ A 0 W E � 00 ♦ �00 00 A �j z gyN za tonN N EE 1� 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: 2 978 F_ Date: 12-14-21 L 4 ROOF VEN R302.12.1 MATERIALS. DRAFTSTOPPIW3 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 1000 SF. AT LEAST 40904 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. 8806.3 - 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 ROOF OVERFRAME NOTES: IRC SEC RW23 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) ROOF FRAMING PLAN 1/4"=1'-O" SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN GUIB A CEILING SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN TRUSS LENGTI4 VIEW `— GM ° CEILING SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN LATERAL BLOCKING PANELS w/ DRAFTSTOPPING GM w CEILING FLOOR TRUSS PER PLAN GARAGE WALL BELOW LATERAL BLOCKING PANELS w/ DRAFTSTOPPWs TRUSS TOP VIEW a GARAGE WALL scare, DRAr-TSTOPP I NG DETAIL 1LESS ;XTERIOR W/R-10 RIGSID 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 SEG. 502.112 AND 802.10.3 AS WELL AS THE TRUSS INSTITUTE'S BUILDINGS COMPONENT SAFETY INFORMATION. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDINGS DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x30' PER IRC SEC. ROO-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. 8806. ALL FRAMING TO COMPLY WITH IRC SEC 8802. 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 3-2X6 UNDER GIRT ABOVE P P UPPER FLOOR FRAMING FLAN 1/4"=1'-O" :ONT. DBL. TOP PLATE NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER Z-10 RI&P INSULATION SHAPED AREA) FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/Sd NAILS a 24' O.G. NAILED TOP t BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x8 OF 02, UNLESS 4X HEADER NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS t WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. KING STUD 4. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT EXTERIOR PLYWOOD BY SOLID BLOCKINGS OR BY ANOTHER APPROVED METHOD. TRIMMER 5. MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE 6. a REFER TO SHEAR WALL SCHEDULE. STUD NOTCHING: AND BORINGS - BEARINGS OR EXTERIOR WALL NOTCH 250, BORINGS 400. - 60% BORING: IF DOUBLED # LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARINGS MAXIMUM NOTCH 40 0, BORINGS 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. Z . V 1 04A oNo ♦ W ao 1.0� • D �o 00 A gyN N N EE 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: 2 978 Date: 12-14-21 �1 STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 250, BORING 400. - 6006 BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 400, BORING 6090. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. COMPOSITION ROOF W/ 30* INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING t0 BE MIN. 26 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. R905 -22B PROVIDE DRIP EDGE At EAVES 4 GABLES W/ A MIN. 2' OVERLAP. 2x SCREENED EAVE VENT BLOCKS W/(4) 2118' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. TYPICAL EXTERIOR WALL: (2)1x6 TOP PLATES 2x6 STUDS O 16' O.G. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD SPACE FOR TUB BATH FLOOR JOISTS PER FRMG PLAN KITCHEN 12 6 (2)2x TOP P_ 2x4 UD 6 24' C. 1/2' EA. SIDE 2x4 T. iE MFG TRUSSES m 24' O.C. PINING ROOM FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) 12 ATTIC VENTILATION AT LEAST 40% 4 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 EAVE VENTING. R-49 ROOF INSULATION MFG. TRUSSES \ 624' O.G. PLA"rROOM MANF. 18' FLOOR TRUSSES m 24' O.G. W/ 1i8' SUBFLOOR BuiLniNG 5Ee71oN 3/5 II= I' -oil R-38 HIGH 12 6 FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION 8302.11 • R302.12 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 INTERCONNCECTIONS 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. 83021. 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. MONO TRUSSES m 24' O.G. �z I� pwz aD fi, =3 A 1111L�� X C4;) 0)_I ,_%o �R-30 0 CANT. WINDOW HEADER 1- 10 OwT I� PEN -�a L a PORCH 4P Z w iITY FLOORIr *'4 STUB INSULATION REBAR T IGHTL INE FOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC z 2X8 Vng �N W 00 ❖Z_ M MIN. 6x6 PT POST ♦�♦ E ; w ♦ E p� 00 U "00 �00 .•. v� CNI BARM BOARD A; e g �N z STAIR NOTES: HANDRAIL TO BE PRESENT ON N N SOLID TIGHT FITTING TRUSS BLOCKING LNO TRUSS PER IRC R311.1 ON AT LEAST ONE SIDE OF STAIR 4 SHALL (SEE DETAIL THIS SHEET FOR SAVE (HOLD END TRUSS IN 3(6° PROM PAGE OF WALL) • STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND HANDGRIP PORTION OF HANDRAILS A Not PASS THROUGH NOT CIRCULAR CROSS R VENTING) BOTTOM. SHALL WAVEIN. 4 S�� AHI rE 2x8 FASCIA BOARD 5/8 TYPE X 6W6 • ALL USABLE SPACE UNDER STAIRS TO BE I HOUR A MIN. RADIUS OF �s'. .4 G. ALL REQUIRED GUARDRAILS TO BE 36' 3/8" X *A15 CONSTRUCTION. MIN. IN HEIGHT. NAILER No' TYPE 'X' GWB • MAXIMUM RISE TO BE 1-3/4'. • MINIMUM RUN TO BE 10'. xlzTHE OPENINGS FOR REQUIRED GUARDS ON SIDES OF STAIR TREADS SHALL NOT MINIMUM HEAD HEIGHT TO BE 6'-8'. HES (102mm) TO PASS TF�OI. � ALLOW A SPIRE 4 INCIGH 2x6 02 OF STUDS 6 16' O.C. ,` � � MI6 L"FLAMEBLOCK FIRE -RATED 7/Ib" LP PLAMEBLOGK • MINIMUM STAIR WIDTH TO 5E 36'. • PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF �i47MIX-11/4' MAX ATTACH STUDS TO TOP 4 BOTTOM PLATE WITHOSB SHEATHING W/IBmm PYROTITE TREAD NOSING AND MUST EXTEND 5EYOND 50TTOM NOSING (3) 16d FRAMING NAILS. LAMINATE APPLIED TO ONLY ONE FACE �,qD 1� JST. PER PLAN CONSTRUCT TOP PLATE OF (2) STUDS OF WOOD PANEL. SHEATHING MUST BE 5/8" 7%10ft X ISM j SIDING OR TRIM PER PLAN PROVIDE GUARD RAILS AT LANDIWGS MINIMUM 36' p m INSTALLED HORIZ. AT THE TOP OF THE GYPSUM INSTALLED VERTICALLY W/HORIZONTAL A, EXTERIOR WALL GOVERIN6: HIGH W/ CLEAR SPACE 4 WALL ASSEMBLY AND THE BOTTOM PLATE OF JOINTS BLOCKED W/PYROTITE I. PIKER GEMENT BOARD 2. TI -11 51DIN6 NO SCALE HANDGRIP PORTION OF HANDRAIL SHALL 5E i A SINGLE STUD. INSTALL 2x6 WOOD STUDS LAMINATE FACING THE OUTSIDE 4 MUST 3. WOOD PIKER PANEL NOT LESS 11/4 NOR MORE THAN 2 IN g - VIpp DBL. JST O BEAM FULE COVERAGE A COMM. HORIZ. AS GROSS -BRACING POSITIONED AT BE ATTACHED TO THE STUDS W/1118' 6d 4. GEMENT PLASTER (STUCCO) POST DETAIL FOR STRUCTURES CROSS SECTIONAL DIM. io 10' MIN. 10 TIE AT EA STRINGER MID -HEIGHT OF THE WALL. COMMON NAILS SPACED 6' O.G. AROUN t3. STEEL s1aIN6 LESS THAN 5 WINDING TREADS6'SPWERE UNABLE PERIMETER 4 12' O.0 IN THE FIELD. FROM PROPERTY LINE PER IRC R3tt.i.52.t� O PASS THROUGH OPENING • SPIRAL STAIRS IBELOW STAIR SAND 2X6 WALL STUD a �/ IN 3�0 PROVIDE MIN 1 1/2' RUN • A POINT 12' GM • CEILING, WALLS 511/2' THICK NOMINAL 3 PGF DENSITY FROM WHERE TREAD IS NARROWEST (3) 2X12 STRINGERS UNPAGED MINERAL FIBER BATT AF50 ROOF VENTS PER IRC R311.1.10.1 / Na'NSULATION TYPE X GWB APPLIED VERTICALLY FRICTION FIT BETWEEN THE THICKNEss:2-'7/8" (FIRE) 'I (50 SQ. IN. NET FREE AREA) / / FIRE BLOCKING: 0 MID -SPAN AND W/ HORIZONTAL JOINTS BLOCKED AND WOOD STUDS, GROSS -BRACING APPROX. N�16HT: PSP (PIKE) PIRA TEST: UL 81319, 9-12-rb CONT. HANDRAIL 34' / IN STUD WALLS ALONG AND IN LINE NOTCH STRINGERS FOR WITH STRINGERS P AREA UNDER FASTENED W/6d CEMENT COATED 11k8' TOP/BOTTOM PLATES. UL DE516N U3B8 / ABOVE TREAD NO$ING. / CONT. 2X4 THRUST BLOCK STAIRS IS UNFINISHED CUP -HEAD DRYWALL NAILS WhOc315' PICKETS PER IRC / 2X4 THRUST BLOCK SHANK DIA. 4 1i4' HEAD DIA. SPACED 8' I I I I C7 ��E ENP I RE�i �� PETS I L SOLID TIGHT FITTING TRUSS BLOCKING ON OPEN SIDE / / / JST. OR AILS BELOW ITH NAILS. t2' oC. O.C. ALONG STUDS 4 PLATES. EXPOSED WEATHER BARRIER FASTENED OVER THETo LESS THAN WTO THE PROPERTY LINE / T THRUST BLOCK INTERIOR FASTENER HEADS AND WALLBOARD SHEATHING USING SUFFICIENT FASTENERS I' PT RISERS/ JOINTS MUST BE TREATED W/(2) GOATS TO PREVENT AIR POCKETS IN THE WRAP 2x8 FASCIA BOARD / DECK JOISTS PER PLAN OF GYPSUM COMPOUND. A MIN. 2' PAPER, 6A FILE NO. AF 5640 (GENERIC I HOUR) DBL JST PLASTIC OR FIBERGLASS TAPE MUST BE ONE LAYER 5/8' TYPE X GWB APPLIED 2x STUDS PER PLAN P.T. 2XI2 EMBEDDED IN FIRST LAYER OF EXTERIOR WALL COVERING: PARALLEL OR AT RIGHT ANGLES TO TREADS COUMPOUND OVER WALLBOARD JOINTS. 1. FIBER CEMENT BOARD EACH SIDE OF MIN 2X3 STUDS, TUNED 7f6' SHEATHING TO STRINGE MTL. MTL. HANGERS 2. TI -11 SIDING FLATWISE, 24' O.G. WITH 6d AT EA. STRINGER 3. WOOD FIBER PANEL GEMENT-COATED NAILS, 1-1i8' LONG,3-2x12 EXTERIOR WALL COVERING P.T. STRINGERS 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING ODS15 SHANK, 1/4' HEADS, I' O.C. PER PLAN 3LANpIWG HORIZONTAL JOINTS STAGGERED NOT EXTERIOR DESIGN: (ICC -ES REPORT - ESR -1365) WALL TYPE 43.4 - 1 HR EXTERIOR WALL ASSEMBLY LESS THAN 12' ON OPPOSITE SIDED. CONIC PAD NO SCALE NO SCALE HL 35 ANGLE SUPPORT EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE 8302.1 PER IRC 302 4 TABLE 8302.1 NO SCALE H I HOUR �1RE-RE515TI\/E DETA J TYPICAL STAIR DETAIL AND NOTES STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 250, BORING 400. - 6006 BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 400, BORING 6090. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. COMPOSITION ROOF W/ 30* INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING t0 BE MIN. 26 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. R905 -22B PROVIDE DRIP EDGE At EAVES 4 GABLES W/ A MIN. 2' OVERLAP. 2x SCREENED EAVE VENT BLOCKS W/(4) 2118' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. TYPICAL EXTERIOR WALL: (2)1x6 TOP PLATES 2x6 STUDS O 16' O.G. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD SPACE FOR TUB BATH FLOOR JOISTS PER FRMG PLAN KITCHEN 12 6 (2)2x TOP P_ 2x4 UD 6 24' C. 1/2' EA. SIDE 2x4 T. iE MFG TRUSSES m 24' O.C. PINING ROOM FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) 12 ATTIC VENTILATION AT LEAST 40% 4 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 EAVE VENTING. R-49 ROOF INSULATION MFG. TRUSSES \ 624' O.G. PLA"rROOM MANF. 18' FLOOR TRUSSES m 24' O.G. W/ 1i8' SUBFLOOR BuiLniNG 5Ee71oN 3/5 II= I' -oil R-38 HIGH 12 6 FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION 8302.11 • R302.12 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 INTERCONNCECTIONS 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. 83021. 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. MONO TRUSSES m 24' O.G. �z I� pwz aD fi, =3 A 1111L�� X C4;) 0)_I ,_%o �R-30 0 CANT. WINDOW HEADER 1- 10 OwT I� PEN -�a L a PORCH 4P Z w iITY FLOORIr *'4 STUB INSULATION REBAR T IGHTL INE FOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC HE 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: 2978 Date: 12-14-21 It z Vng �N W 00 ❖Z_ M ♦�♦ E ; w ♦ E p� 00 U "00 �00 .•. v� CNI 00 A; e g �N z a N N HE 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: 2978 Date: 12-14-21 It UPPER FLOOR ELECTRICAL PLAN r WP (H,1 4_L� I ` � I � I L1_'4 \ \ i i i i %Z /( I 1 11 / I ",\ " uivvctc F �I STAIR \ L IGHTS/-f I 7_7 1`=_7 '�_ iii —14 n 4 I II I J L J O r - - - - - - C:R III �/\� II \ 1u� �A 110V off \ I HEAT D�TECTOR S D. ANECTED "Ye " ` �' PER 3142'.3 \ 1,CLG OUTLET L--------------- j ---- I "' — — — — — — — — — — — — — — — — ❑ \\ \ I J II T � / MAIN FLOOR ELECTRICAL FLAN i,�I C�T�-�Tlt ►1�71>��f�li.TS�C��.>fJ �-� & 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 R303B 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 OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) t LIGHT COMBO SMOKE ALARM - CARBON MONO. DO ET. 110 V W/ BATTERY C BACKUP CABLE T.V. JACK PHONE UNDER COUNTER Y MC LIGHTS GAS OUTLET t HOSE BIBS EXT. FAN VTOS ® 0% THERMOSTAT x I/ \I L_� T � / MAIN FLOOR ELECTRICAL FLAN i,�I C�T�-�Tlt ►1�71>��f�li.TS�C��.>fJ �-� & 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 R303B 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 OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) t LIGHT COMBO SMOKE ALARM - CARBON MONO. DO ET. 110 V W/ BATTERY C BACKUP CABLE T.V. JACK PHONE UNDER COUNTER Y MC LIGHTS GAS OUTLET t HOSE BIBS EXT. FAN VTOS ® 0% THERMOSTAT EE 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: 2978 F_ Date: 12-14-21 12 z ® 0% W00 z M L ♦♦♦ EE Go 1.. •e• y00 A �y� da L N N ♦ EE 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: 2978 F_ Date: 12-14-21 12 BAR ELEVA71ON, I/4"=1' -O" RIC�HT ELEVATION 1/4"=1'-O" 21'-2' 16'-6j' 4'--Ij' I COVERE7 PORCH _ THICK GONG. SLAB I -- SLOPE FOR DRAINAGE Lam-- rp OPT. OPT. 24'X48' 24'X48' S.L. S.L. 4/0x4/6 XO SINK DN1 NOOK KITCHEN V CLC. 9' CLG. OPT. METAL FIREPLACE =� INSTALL PER MFR `t SPECS. PROVIDE 6' SQ. IN. OUTSIDE AIR 6/0x5/0 XOX MAIN r-LOOR PLAN 161 SQ. FT. REAR PORCH 2V- 2' Z �\ II II I w w� SINK DN1 NOOK KITCHEN V CLC. 9' CLG. OPT. METAL FIREPLACE =� INSTALL PER MFR `t SPECS. PROVIDE 6' SQ. IN. OUTSIDE AIR 6/0x5/0 XOX MAIN r-LOOR PLAN 161 SQ. FT. REAR PORCH 2V- 2' Z c) w w� .;. z M A E00 �00 N 00 A gyN z N 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: 2 978 F_ Date: 12-14-21 13 G;ENEF;i�AL SfiUCfiUAL 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 = 1B - 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 t0 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 t0 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,, ±1.5°r, 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.) t0 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 QF*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 t0 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 t0 WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) t0 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 t0 ENDS OF ALL MEMBERS. BOTTOM LAMINATION t0 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 t0 BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) t0 BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2,600 PSI, E = 1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED t0 THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO. 08615-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2". p0 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 0 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d is 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 a 6" O.G. 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 t0 THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' L5TA24 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 6" 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 t0 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 t0 VERIFY ALL TRUSS LENGTHS PRIOR t0 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 t0 THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED t0 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 t0 WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER SNEER UJALL SCHEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMAW5 (4, 5) 1/2" GDX ad 6 6" O.C. 5/$" 6 60" O.C. Qa11 = 230 PLF OR OSB o 1/s" CDX ad s 4" O.C. 5/8" a 32" O.C. Qa1I = 350 PLF OR OSB a ao 1/2" CpX Sd 3" O.C. 5/g" 1(o" O.C. Qall = 450 PLF C OR OSB cn USE 3x STUDS AT Lu ABUTTING PANEL EDGES m STAGGER NAILS R SEE DETAIL 12 / 52.0 FOR CONSTRUCTION o 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) HOLDOWNS 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 ENP OF EACH PIECE. EMBED BOLTS MINIMUM OF 7 INTO CONCRETE. WASHERS t0 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 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 16d @ 12" O.C. STAGGERED. 2'-0" 8" CONTINUOUS FTG. REINFORCEMENT V STEM WALL 4 ` 10A I2 MAX. 1 MAX. 7I'-0" MINIMUM 1 STEPPED FOOTING DETAIL s1.0 0 x12 14TS20 - BEAM TO TOP PLATE 31/2 x 105 GLB_ 0 e^ N x LSTA36 - HDR t SILL TO 3x BLOCKMG. ,4 (TYP. 2 PLACES) 3'1s x 12 GLB \ , MAIN FLOOR A = 1,367 SQ FT 4x10 J ADD 04 15AR FOR STEPS EXCEEDING 2'. MSTC40 HOLDOUN. ALIGN WITH EMBEDDED STHD TYPE HOLDOWN BELOW. SHEATHING t NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING 19 IL .a.1 4 A = 438 SQ Ft ° LAI SHEATHING E NAILING PER PLAN. MATCH WALL ABOVE UNA. I(od 9 16" O.C. 80LE PLATE NAILING. �3i4" SUBFLOOR (3) ad JOIST -TO -TOP PLATE URO. MAINTAIN �MIN.11/2" END DISTANCE. 2 x 6 STUD ® 16" O.C. USE DBL STUD ® ENDS OF SHEAR WALLS d HOLDOWNS. 10'-0" 2x NAILER AND PT SILL w/ 5/s"4MAX _ANCHOR BOLT t 3" x 3" x 1/4" WASHER AT 5'-0" O.G. UNA. (ALT. MASA ® 48" O.C) STHD TYPE HOLDOWN PER PLAN. -04 BAR 9 10" O.C. - HORIZ. 21-011 04L5AR Is 16" O.C. - VERT. MAXIMI FINISH GRADE 04 BAR CONTINUOUS MINIMUM 0 (TYP OF 1) D � D D • D P 8" 2 CRIPPLE WALL WITIH BACKFILL FOUNDATION SI0 SCALE: 3j4" ■ I'-0" NOTE: DO NOT BACKFILL ABOVE 36" UNTIL FLOOR SHEATHING, PONY WALL SHEATHING, AND FILL ARE INSTALLED PER PLAN. STHD HOLDOWN PER PLAN A35 FRAMING ANCHOR 2x PT SILL w/ 9/8"4 ANCHOR BOLT PER PLAN OR SCHEDULE OR MAXIMUM 32" O.C. 04 BAR ® 10" O.G. HORIZONTALS 04 � BAR VERTICAL 10"O.C.®H=8' 12"O.C.4H=6' 4"4 FTG all " SHEATHING (40/20) JOIST PER PLAN OR (2) BAYS BLOCKING AT 24" O.C. w/ (8) 8d TO SUBFLOOR 2) 04 BAR B TOP H 04 VERTICAL BAR TO MATCH LFTG -,,,-04 BAR CONT. (TYP-) FOUNDATION AT CRAWL SPACE (ALTERNATE) s10 SCALE: 34" ■ I'-0' OPTION 51/2 x 15 GLB _ A = 110 SQ FT 4x12 (TYP. OF 2)`,� (TYP. OF 4x12 m 4 e x� 1�_401114 N sa x 12 GLB (TYP. OF 3)"-J COPYRIGHT 2021, SEGA ENGINEEfPS ILI 4) TJ:r `rl� JOS 03-,a51 N p 'an o a 0 z w a ao a cn Lu m o U b � (� .Oy U A I . rN.d m 'o bt T! � O U � n a b 0 cq w cq T� �p w `..J rn w w cq cQ TJ:r `rl� JOS 03-,a51 z Lu cNk Lu TJ:r `rl� JOS 03-,a51 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 WINE) SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATAGORY II, EXPOSURE B, KA = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D So = 1.5 - IBC FIGURE 1613311) Spa = 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'-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 CONFOW 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 41/29. ±1.5°r. 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 1'-011 MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) 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 11/2" (05 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 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 t0 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 = 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 ENP 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 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 a 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 -PIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH 1(0d 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 UN.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 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 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 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 SCHEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMAR 5 (4, 5) 1/2" CDX ad 61 6" O.C. 5/8" a 60" O.C. Qa11 = 230 PLF co OR OSB 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. 5/8" a 1(0" O.C. QaII = 450 PLF C OR OSB USE 3x STUDS AT Lu ABUTTING PANEL EDGES STAGGER NAILS R SEE DETAIL 12 / 52.0 FOR CONSTRUCTION U 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 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 ENP 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 SDPWS TABLE 43A. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 1(0d @ 12" O.C. STAGGERED. v STEM WALL a 4 2'-0" a a ° 4 4 2 MAX. I MAX. CONTINUOUS FTG. MINIMUM REINFORCEMENT STEPPED FOOTING DETAIL 810 SCALE: 3/4" ■ I'-0' x12 311'1 x 105 GLB C z LSTA30 - HDR 4 SILL—/ TO 3x BLOCKMG. (TYP. 2 PLACES) HTS20 - BEAM TO TOP PLATE x 10.5 GLB_ a x LSTA36 - HDR 4 SILL i TO 3x BLOCKING. \/ 31V2x12GL5 MAIN FLOOR A = 1,367 SQ FT A = 438 SQ FT (TYP. OF 5112 x 165 GLB 4x12 4x10 ADD 04 f BAR FOR STEPS EXCEEDING 2'. 18 �I io A XI 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 U.N.O. Ibd 9 16" O.C. SOLE PLATE NAILING. "4" SUBFLOOR '_(3) Sd JOIST -TO -TOP PLATE UNA. MAINTAIN �MII`L 1112" END DISTANCE. 2 x 6 STUD * 16" O.C. USE -DBL STUD ® ENDS OF SHEAR WALLS 4 HOLDOWNS. 2x NAILER AND PT SILL wA8U4MAX. _ANCHOR BOLT 4 3" x 3" x 11411 WASHER AT 5'-0" O.C. U.N.O. (ALT. MASA e 48" O.C) _STHD TYPE HOLDOWN PER PLAN. —04 BAR ® 10" O.G. - NORIZ — •4 BAR a 16" O.C. - VERT. MAX MU FINISH GRADE 04 BAR CONTINUOUS MINIMUM (TYP OF 2) D D �D 0 D P 811 I'-4" 2 CRIPPLE WALL WITIH BACKFILL FOUNDATION 81.0 SCALE: NO - 1'-0' NOTE: DO NOT BACKFILL ABOVE 36" UNTIL FLOOR SHEATHING, PONY WALL SHEATHING, AND FILL ARE INSTALLED PER PLAN. STHD HOLDOWN PER PLAN A35 FRAMING ANCHOR SHEATHING (40/20) 2x PT SILL w/ %"# ANCHOR BOLT PER PLAN OR SCHEDULE \p - OR MAXIMUM 32" O.C. JOIST PER PLAN OR (2) BAYS BLOCKING AT 24" OL. 04 BAR IN 10" O.C. w/ (8) 8d TO SUBFLOOR HORIZONTAL� 't (2) 04 BAR 6 TOP 04 1 BAR VERTICAL H 101,OL.aw-a, 12" O.C. 4 H = V *4 VERTICAL BAR TO MATCH LFTG 4" 0 FTG 8--,�04 BAR CONT. (TYP.) FOUNDATION AT CRAWL SPACE (ALTERNATE) 810 SCALE: 34' ■ 1'-0' A24 - BEAM TOP PLATE iA 110 SQ FT (TYP. OF 4x12 LSTA24 - BEAM (-TO TOP PLATE ,A = 1,014 SQ FT aq X _v A x12GLB (TYP. OF 3)--] COPYRIGHT 2021, SEGA ENGINEERS 4 �r TJ:r `rl� JOS 03-051 � O co w � z 40 a � Lu 0 U b cNk 0 �za� U A I .� CO Lu CO � � o U � cd cd n a b q cq w cq w `..J rn W 0 w cq cq TJ:r `rl� JOS 03-051 z Lu cNk �za� Lu TJ:r `rl� JOS 03-051 1/2" RATED SHEATHING ed a 6" O.C. (4" O.C. Is SIM.)i� EXTERIOR SHEATHING PER 1�z" RATED SHEATHING w/ NOTE: � PLAN OR SCNEDULE ad G 4" O.C. t0 FRAMING CAPACITY OF CONNECTOR, N w STAGGERED SHEATHING w cq 0 - PER PLAN. EXTEND OVER " @ H1 FRAMING ANCHOR ad 4 O.C. TRUSS PER PLAN 2x VENTED BLOCKING. EACH TRUSS. USE HIDA -2 @ @ At DBL TRUSS. GABLE END TRUSS. � 1 2x BLOCKING w/ 16d � 8" O.C. 2x BLOCKING wl l2) ad DBE 2x TOP PLATE. w LL Sd � 6" O.C. t0 SCUD EACH END (BEAM At SIM.) � W � 1/z" RATED SHEATHING U d N A35 tv 48" O.C. RAFTER OR TRUSS PER PLAN DBL 2x TOP PLATE. LAP (USE 24" O.G. AT SIM.) w/ (2) ad t0 2x BLOCKING 2x VENTED BLOCKING. TRUSS PER PLAN CONNECTOR STRAP END NAIL t0 TRUSS � DBL 2x TOP PLATE. LAP SPLICE SPLICE 4'-0" MIN. 4 NAIL w/ 2x BRACE PER TRUSS SUPPLIER \-4'-o" MIN. 4 NAIL E 1LA P 4" O.C. 16d tv 6" O.C. STAGGERED. OR Q 48" O.C. SECURE w/ 2x STUD PER PLANPER PLAN. EACH END w/ (2) Sd.A34 EACH END. STAGGERED. ADD L6TA24 TO NOTE: NOTE: WALL SHEATHING AND NAILING SPEfCE PER PLAN SHEATHING NAILING 1 SEE ARCH FOR FLASHING INSTALL CONNECTOR PRIOR PER PLAN OR SCHEDULE. PER PLAN OR SHEAR 2x FRAMING PER PLAN. REQUIREMENTS. 2x STUD (NOT w SIM) TO PLACING COMMON TRUSSES SPLICE TO OCCUR ON COMMON 2x FRAMING PER PLAN. WALL SCHEDULE. (HEADER SIM.) o MEMBER OR BLOCKING .0 o an o � o w � ew 1 TYPICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING GABLE END 3 LOUDER ROOF FRAMING 5HEAR WALL DRAG 5TRUT CONNECTION � a 52 0 SCALE: 1" = 1'-0" 52 0 SCALE: I" = 1'-0" 52 0 SCALE: 1" = 1'-0" 52 0 SCALE: I" = 1'-0" 0 0 Pit SHEATHING 4 NAILING PER PLAN. b a SPLICE TO OCCUR ON COMMMON DBL 2x TOP PLATE U 5 NOTE: 16d 16" O.C. SOLE MEMBER OR BLOCKING .. SHEATHING 4 NAILING PER SHEATHING 4 NAILING PER PLAN. SEE ARCH FOR FLASHING PLATE NAILING. ad G 4" O.C.1(od 8" O.C. SOLE a � PLAN OR SCHEDULE. SPLICE t0 OCCUR ON COMMON --- REQUIREMENTS. 1'/1" SHEATHING m „ MEMBER OR BLOCKING PLATE NAILING. HDR PER PLAN. ed a 4 O.C. SUBFLOOR PER PLAN 2x CONTINUOUS RIBBON (3) ad JOIST -TO -TOP NOTE: 2x BLOCKING AS REQ'D j . m ROOF SHEATHING PLATE U.N.O. MAINTAIN SEE ARCH FOR ` �- -- --- ---- MSTC HOLDOWN PER PLAN 2x BLOCKING MIN. 11/2" SUBFLOOR PER PLAN 1z END DISTANCE. FLASHING REQ TS -------------------- r a SCRAP PER PLAN 3x BLOCKING. EXTEND b L1�_0�� ! (2) BAYS (24" MINIMUM) cq TRUSS OR RAFTER 2x BLOCKING w/ 16d G 8" O.C. OR TO CORNER cq 2x STUD (SIM ONLY) j (TYP) cn w TRIMMER STUDS) w MSTC HOLDOWN PER PLANw cq cq TRUSS OR RAFTER _/ j PER PLAN EUS24 HANGER FLOOR TRUSS KING STUD-\ (SIM. ONLY) PER PLAN 2x NAILER OR TRUSS 2x BLOCKING FOR 11 TRUSS OR RAFTER W/ 16d Is8" O.C. TRUSS HANGER G SIM 2x DBL TOP PLATE. LAP SPLICE FLOOR TRUSS PER PLAN \-4'-O" MIN. 4 NAIL w/ 16d ,@ 4 LUS HANGER BY O.C. STAGGERED. TRUSS SUPPLIER HANGER BY TRUSS SUPPLIER, 1�z" RATED SHEATHING 4 2x FRAMING PER PLAN. BEAM PER PLAN NAILING PER SCHEDULE. LSCA SCRAP PER ' 5 ROOF FRAMING 5HEAR WALL rgo T''PIGAL FLOOR FRAMING CONNECTION 7 FLOOR FRAMING CONNECTION BEAM PLAN (TYP). 52.0 SCALE: I" = P-0" 52.0 SCALE: I" = 1'-0" 82.0 SCALE: I" = 1'-0" 2x SILL PLATE ' . . . . . MSTC HOLDOWN 16d @ 8" O.C. SOLE I I ------ --- --- ------ — STRAP PER PLAN PLATE NAILING. FLOOR TRUSS PER PLAN (3)16d t0 TRUSS WEB (TYP.) SUBFEOOR PER PLAN 2x RIBBON NAILER (TYP) SUBFLOOR PER PLAN 1/2" SHEATHING w/ 8d 8d a 4" O.C. 3x BLOCKING SHEATHING 4 NAILING 16d all O.C. SOLE ed 411 O.C. .6 6" O.C. EDGE NAILING. 2x FRAMING w/ (3) (TYP) PER PLAN OR PLATE NAILING. SHEATHING 4 NAILING (NOT tv MANF PANEL) 16d t0 TRUSS WEB SCHEDULE PER PLAN. PANEL EDGES _ = _---------- _----- . 8 5HEAR WALL FORCE TRAN5FER DETAIL ad � 6 " O.G. LINO --- ---- -- t0 OCCUR ON COMMON S2 0 WALE: 1" = 1'-0" 3/4" SUBFLOOR MEMBER OR BLOCKING. i TRUSS PER PLAN i l j ii `i SHEATHING INFILL BLOCKING w/ 2x FRAMING PER PLAN. LSTA24 STRAP JOIST PER PLAN 11211 SHEATHING INFILL BLOCKING (FAR SIDE) ed � 6" O.C. EDGE NAILING OR (BEAM At SIM) 16" � w/ ed a b" O.C. EDGE NAILING. MANUFACTURED BLOCKING PANEL. 2x TOP PLATE 10 MINIMUM NAIL SHEATHING t0 HDR X", (NOT At MANF. BEOCING PANEL)16d tv 4" O.C. HDR PER PLAN. EXTEND w/ Sd 3" O.C. EACH WAY. CID 16d is 4" O.C.Lu BEAM PER PLAN SHEATHING 4 NAILING PER OVER PANEL t0 KING Stl,lp. _+ r + + + r + +L ((0) 16d KING SCUD t0 La 2x FRAMING PER PLAN. PLAN OR SCHEDULE. + + + ..+ „; HEADER ' r + r + r + 'r r 11 II r g 5HEAR WALL FRAMING AT FLU5H E3EAM 10 FLOOR FRAMING � GANT. J0I5T 11 FLOOR FRAMING � INTERIOR 5HEAR WALL j !+' 2x KING SCUD w/ 2x C"',4 � 52.0 SCALE: 1" = 1'-0" 52 0 SCALE: 1" = 1'-0" 52 0 " I' " r"! .i SCALE: 1 ' 1-0 FASTEN TOP PLATE t0 , CRIPPLE STUD HEADER w/ (2) ROWS .1+1 j:! 16d AT 3" O.G. .'.i j:j 4x BLOCKING a MIDDLE 2x BLOCKING w/ (3) 8d 2x STUD PER PLAN. USE MINIMUM 16d 16" O.C. SOLE ;! jr+j 24 IF REQUIRED. ad�6"O.C. II PLATE NAILING. � l2) 2x STUD 9 ENDS OF SHEAR 2x STUD PER PLAN. USE DBL 10'-0" MAX. ' TOE -NAIL t0 4x BEAM 4 .rr. rr-rte rrr-rr +; (2) 8d t0 JOISTS. WALLS 4 HOLDO%S. SEE SHEAR 3/4" SHEATHING STUD At END OF SHEAR WALLS (8'-0" SIM) +,+r-' ++J j : SUBFEOOR PER PLAN WALL SCHEDULE FOR 3x STUDS. ANCHOR BOLT w/ 3"x311x1%" 4 HOLDOWNS. SEE SHEAR WALL +,+j j+j 1/211 RATED SHEATHING (24/0 EXP I). JOIST PER PLAN WASHER SEE SCHEDULE FOR SCHEDULE FOR 3x STUDS. +,+ j:` NAIL w/ (2) ROWS 8d a 3" O.C. At SHEATHING 4 NAILING PER SHEATHING 4 NAILING PER ' 2x4 wl l8) 16d At SIZE 4 SPACING.USE Na"o At , ;j !',i PANEL EDGES. PLAN. SPLICE t0 OCCUR PLAN OR SCHEDULE (2) 2x CRIPPLE BEAM PEKE. ON COMMON MEMBER 60" O.C. UN.O. STUDS. +,:j; 4" SLAB ON GRADE OVER 2x4 GUSSET EA 2x Pt SILL ri+� r SIDE w/ (8) 16dTt (NOT A METAL CAP) OR BLOCKING. MIN. 6 MIL VAPOR BARRIER ++ (2) 2x PLATE. (NAIL (ALT. METAL CAP) *4 AR - HORf Z. :j. + + o� 6" MIN. (NOT S.Ol..) ! FINISH GRADE OR ;,1 a a j SNTG t0 EA PLATE) 4x4 Pt POST FINISH GRADE 12" MAX. i1 SLAB ON GRADE j TOP OF STEM WALL ' STHD HOEDOWN PER PLAN. 4 2x Pt SILL w/ ANCHOR BOLT ELEV. VARIES ' (4x6 AT SPLICE) ++ + (S.O.G. a SIM.) , STND HOEDOWN 1 -_j 4 1 BAR ,9 24 O.C. - VERT. a 4 3 x 3 x i4 WASHER PER MAB ANCHOR 18" 1'-6" MIN 1I_(OER PEAN Q , PLAN OR SCHEDULE. USE STHD14 HOLDOWN UNO. ' L 2x P5 SILL (ALT. A34 ANCHOR MIN. MIN. 5/84a 60 O.C. MIN. (2) 5/84 ANCHOR BOLT w/ MIN. TWO SIDES) 12 4'-011 MAX. 04 BAR CONTINUOUS ,\-7 EMBEDMENT 4 3" x 3" x 144" FTG PER PLAN --\, ° MIN. S„ Q D Vo MBAR 24 O.C. -VERTICAL GALVANIZED 1E WASHER ° ® O ° O 04BAR CONI. FOUNDATION PER PLAN. MIN. 8" THICK STEM WALL w/ FINISH GRADE p p 8" 8�� (TYP.) 04 BAR HORIZ. TOP 4 BOTTOM. 1'-4° -5 _o 12 PORTAL FRAME PANEL 13 FLOOR FRAMING AT CRAWL 5PAGE 14 FOUNDATION AT CRAWL 5P,ACE 15 FOUNDATION AT 5LAE3 ON GRADE s2.0 SCALE: NONE S2 0 SCALE: 1" 2 1'-0" S2 0 SCALE: 1" 2 1'-0" S2 0 SCALE: I" 2 I'-0" COPYRIGHT 2021, SEG; ENGINEER JOB 03-OB1