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Building Plans lot 21 - Reduced; < ; I 6/0x4YO XO 4/Ox4/0 XO I S FREE 0 EGRESS O TAND ING TUB MSTR. BATH 21-6N 0. 1 10 L t H J3 D 50 CFM MASTER BEDROOM 22x30 - 0 8 CLG. TTIC / I ,4ccESs 1\ x I W.I.G. 110V �° cq Q x r S.D. r I _scl I EF. N N 1 50 C MIN. HSPF '5B I _� MAX BTU/HR Q L - ,_ - xx,xxx PAIR 4 W UTIL. I I 8' CLG. -_ -1'-3' PANASONIC HISPER QUIE ct1 WALLS g 135 CFM D © HF V.T.O I ONTINUOUS EXHAUST FAN g MECH - - L- - J OR EQUAL I 3 ' - 8' O IN . Dn:AD A1 W/ OffTIONAL OPEN RAIL 36' GUARD RAIL e PER I.R.C. TYP. 6' C c'q M cq 22x30 \ / 0 ACCESS / \ 1 x w - I BEDROOM-2 8' CLG. �4 ' 11-11 3'-10J' 6'-0j' in 8' 6/0x2/0 FX 2X STUD WALL / CONC WALL 2-1/4' m X V LAG SOWS w STUD WALL 2-3/8' 0 X 5' BOLTS W/ SIMPSON VGC ADHESIVE ® GONG WALL I6 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER < LOWER ONE-THIRD OF THE APPL. 4 A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO GWB ® BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED e CONC WALL I6 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER < LOWER ONE-THIRD OF THE APPL. 4 A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - E ASE TO FLOOR NO SCALE WATER HEATER SUPPORT lO o Q S.D. 6'-4' XOX FLEX 8' CLG. 64) 0 BATH 6' CLG. V -2' EF® 50 CFM 5' TUB W/ SHWR. zP M m iv GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH 2O21 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING; AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. SHOWERHEADS t KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.I5 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.P.M FLOW. -1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 16' OF FLOOR TO BE SAFETY GLASS S. SMOKE ALARMS - TO BE INSTALLED PER SEC R3143 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO BE INSTALLED NOT LESS THAN 3 Ft. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. =SMOKE ALARM -CARBON MONOXIDE COMBO. C 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. R315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR d OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2021 IRC E WA. STATE AMENDMENTS SEC R315. 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC R403B3. 12. ALL DUCTS t EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-8 PER WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED t0 BE USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER R303B.2. 14. GAS PIPING IS TO BE PROTECTED PER G2415.1. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 15. ATTIC t 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 t0 CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) FROM THE CONNECTION 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 M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2021 WSEC TABLE R402.4.1.1. IS. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE TO A SUPPORT AT THE TOP PLATE(DBL. TOP PLATE OR BEAM/HEADER) PER SEC. R6023(TWO-STORY/ BALLOON FRAME WALLS) UTILITY ROOM NOTES/MAKE UP Al PER IRC G2439 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION AND THE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FT., THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FT OF THE EXHAUST DUCT CONNECTION PER G2439.IB. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS PER G243SB. E ::i Is 100 SQ INCH TRANSFER GRILL b iv s E cA N N 30'-0' ot I�'-0It ' 8/Ox6VO XOX II II II II MANUR NAT. GAS METAL FIREPLACE INSTALL PER MFR SPECS. I L 6REAT ROOM 9' CLG. II II m O Z ;h o� o� LL 12'-2' 4'-1' UNDER ST IR 36' WALL W/ PROTECTION WOOD CAP PER R3012.1 OPTIONAL ENCLOSE ACCESSIBLE OPEN RAIL SPACE W 1/2' G.W.B. iunwiir,ebnm zw.nnn� Cr ENTRY in 9' CLG. �4 OPTIONAL EXTERIOR FIREf ILACE NON-COMBUSTA LE MATERIAL MIN. 12' SURROUND a FIREPLACE - - - - - - - -----= COVERED 1 I I PORCH CONC. I� JI III I 6/Ox8/0 D S.G. DINING ROOM 9' CLG. 3'-0' I SINK UJI d) DWI -- I - I Rt0 W/ABOVE KITCHEN. 9' CLG. Q 100 CFM `" cos � REFER Mir/� - - - LL x 6 ELF r_LO5ING DOOR ® 36'X36' IN. Q ® OD,STEEL VEHICLE LANDIN BARRIER W/ OPT. R. R4' 9rIN. TE3' -,, ' PWDR.7 HWH NOTES 9' CLG. - PROVIDE EXPANSION TANK - PROVIDE SEISMIC STRAPPING ® EP. - TPRV TO TERMINATE TO OUTSIDE 50 CFM e H - PILOT t CONTROLS TO BE IS' MIN. OFF FLOOR HEAT DETECTOR 2/Ox5 0 FX 'PER ASH RAE 90-A-80 INTERCONNECTED RAI GLS - NAT GAS WATER HTR W/ MIN. EF PER 314.23 3'-3' 2'-3' OF 0.62 - ELECTRIC WATER HTR W/ MIN. EF of 0.93 6A�RA�6E +JEV USE 1/2' TYPE 'X' GWB ON ALL WARM AND GOYS D STRUCTURAL WALLS. (1) LAYER 5/8' TYPE PORCH'X' ON CEILINGS. WRAP ALL EXPOSED POSTS 'X' CONC. EV CHARGERAND BEAMS IN I/2' TYPE GWB (ELECTRIC VEHICLE) NO DUCT OPENINGS ONE PER DWELLING PER SEC R335 IRC IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. 16/0 x 8/0 O.H. DOOR 16'-3R.O. ' -6' 16' -0' LANDING AT 'EXIT' DOOR 5'-6' 5'-6' 19'-0' NOT TO BE LOWER THAN 30'-0' IB INCHES FROM TOP OF THRESHOLD. (R3113.1) MAIN f - O O R FL.AN N 1/4" " •=1'-0 MA I N fEELOOR: 4105 50. F027. UPPER FLOOR: 151 a 50. fT . ATTIC FELOOR: 406 50. fT. TOTAL.: 268"I 50. fT. 6ARA6E : 585 50. fT. INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE WHOLE HOUSE VENTILATION: STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, *REFER TO SHEET N-2 TABLE 1505.43(1) E CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. 1505.43(2) FOR FAN SIZING AND RUN TIMES EXTERIOR STAIRWAY ILLUMINATION PER STAIRWAY ILLUMINATION PERSEG�03A 1RGIRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL FURNACE TO HAVE A DUCT FOR LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE OUTSIDE AIR, MOTORIZED DAMPER STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY WITH TIMER AND CONTROLS ARE TO POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS BE ADDED FOR THE REQUIRED FRESH PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR AIR EXCHANGE. GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. BLUE 18 AUG TRACER WIRE REQUIRED AT NON- METAL WATER SERVICE -6PIPING PER UPC 604.9 COPYRIGHT 2011 Landmark Design Inc. ALL RIGHTS RESERVED Z 1�1 Vi '0 ZIC E 0� �♦� A -0 W z o0 o� Z N� N x 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M-2687-2R Date: 1m-20-24 0j, m A771G ROOM` FLAN 1/4" =1'-O" ('A_"'SOUND AT 1 ON AT F AT I O NTS 1 m r FOUNDATION NOTES: I. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL *2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' D IA. x 6' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY At EACH END AND At EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. -1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. *CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT t0 THE INSULATION ON THE SURROUNDING SURFACES. B. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R408. *FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. S. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED t0 DRAIN AND INSURE THE REMOVAL OF WATER 10.PREVENT WOOD t0 GONG. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. II. / INDICATES 'SIMPSON' HOLDDOWN. 12. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE E SPACING (SHT 81.0). 4" CONC. SLAB 4C. CONTACT W1 /ED MEMBRANE 5 *4 BARS INTO SLAB a 18" O.G. I_ 11'-0' _ 13'-0' I_ 14 36'X36'XS' FTC:. W/ � 4-*4 BARS E.W. —1 r U i O c ws c Mil. VIESQUEENVAPOR 54RIIRIER CIA HR UGH UT CRAWLSIOAC I.AP SPLICES 12'. ('BLACK) 0 X `1' 3 'X3 'XS FT(3. W/ -*4 AR E. . 4'- 4'- 3�-� 3�-� M--ILLII EfflivilleSIMEANENWAN NO I• II ,r� / IL ui 6x6 P.T. POST W/ PB BASE ON 24'x24'xl2' CONCRETE FTG. W/ 2-*4 BARS E.W. (2 PLACES) 6x6 P.T. POST W/ PB BASE ON 36'x36'x12' CONCRETE FTC:. W/ 4-*4 BARS E.W. J MIN.: 36'X31c LAND INS 13 I I � 4' CONC. SLAB OVER 4' COMPACT 4' GONG. LAB SAND AND GRAVEL BASE SLOPE OVER 4' CC MPACtF, 3' TO DOORS SAND AND GRAVEL BASE %IL7 7j 48'X48'XIO' FTG. W/ I 4-*4 BARS E.W. I � J L_ N N I� 5' -6' TYP. OF 2 ) 5'-6' 16' -3' ISI-0' 30'-0' IOUNDAT 1 ON FLAN 1/4"=1'-O" STHD EDGE DISTANCE 1-1/2' MIN BUILDER TO DETERMINE IF STHD OR STHO/RJ IS APPROPRIATE. 12' MINIMUM AWAY FROM HOLDOWNS USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS 0 Ln N A COPYRIGHT 2011 Landmark Design Inc. -Al ALL RIC-A4TS RESERVED VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D S03/300 = 3.01 $0. FT. PROVIDE SCREENED VENTS FOR VENTILATION E� VENTS REaV Z v Vi E A y� z A4 N� O.. N ►�+ 96 O ov=-4 c� W 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer, Plan No: L2M-2687-2R F_ Date: 1m-20-24 F__ LSTA24 - BEAM TO TOP PLATE LSTA36 - HDR E SILL 8 TO 3x BLOCKING. S2 0 (TYP. 2 PLACES) 2 PLACES 6X6 PT POST W/ SEGOND 1=1.00R 1=RAM I NCB FLAN 1/4"= I'-O" ROOF VENTILATION CALCULATIONS 4 REQUIREMENTS AT LEAST 409e4 NOT MORE THAN 509e OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY SAVE VENTING. VENTILATION REQUIRED PER SEC. R806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R8021. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. R8062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. R8063 - WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR NOT LESS THAN A I -INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS AND LOCATIONS R302.12.1 MATERIALS. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2' GYPSUM BOARD, 3/8' WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBER UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SF. SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN GWB a CEILING TRUSS EDGE VIEW TRUSS LENGTH VIEW TRUSS TOP VIEW 10 GARAGE WALL SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN GWB 0 CEILING SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN LATERAL BLOCKING PANELS w/ DRAFTSTOPPING GWB 0 CEILING FLOOR TRUSS PER PLAN GARAGE WALL BELOW LATERAL BLOCKING PANELS w/ DRAFTSTOPPING SCALE:1/2' P-0' � 17RAF7570PP I NG 17EiA I L � o) 2x4 4) 2x4 ROOF FRAMING NOTES: I. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS E WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 2. ALL OTHER TRUSSES: * SHALL CARRY MANUFACTURERS STAMP. SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. * SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS PER IRC SEC. 502.112 AND 802.103 AS WELL AS THE TRUSS INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x3O' PER IRC SEC. R80-11. ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. R806. ALL FRAMING TO COMPLY WITH IRC SEC R802. 6. aA REFER TO SHEAR WALL SCHEDULE. MANUFACTURED TRUSSES MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON SITE AT TIME OF INSPECTION, FOR THE INSPECTORS USE AND REFERENCE ROOF OVERFRAME NOTES: IRC SEC R8023 1. RAFTERS SHALL BE FRAMED TO 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEYS AND HIPS THERE SHALL BE A 2x VALLEY OR HIP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). UPPER ISTA 2- 6X6 PT POST EPIC CAP < PB B,� 2 PLAC 52.0 (TYP. 2 PLACES) :ONT. DBL. TOP PLATE ?-10 RIGID INSULATION SHADED AREA) 4X HEADER KING STUD EXTERIOR PLYWOOD TRIMMER HEADER/INSULATION DETAIL NTS NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER 4) 2x6 STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 4096. - 609e BORING IF DOUBLED E LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 6096. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. M ZW �♦� E Z�coo, � 'z� N� N►�+ 0 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2687-2R Date: 10-20-24 �I v 2x6 02 OF STUDS 6 16' O.G. ATTACH STUDS TO TOP 4 BOTTOM PLATE WITH (3) 16d FRAMING NAILS. CONSTRUCT TOP PLATE OF (2) STUDS INSTALLED HORIZ. AT THE TOP OF THE GYPSUM WALL ASSEMBLY AND THE BOTTOM PLA' A SINGLE STUD. INSTALL 2x6 WOOD STUC HORIZ. AS CROSS -BRACING POSITIONED MID -HEIGHT OF THE WALL. TYPE 'X' GWB APPLIED VERTICALLY W/ HORIZONTAL JOINTS BLOCKED AND FASTENED W/6d CEMENT COATED 1l8' CUP -HEAD DRYWALL NAILS W/.0915' SHANK DIA. 4 1/4' HEAD DIA. SPACED 6' O.G. ALONG STUDS 4 PLATES. EXPOSED FASTENER HEADS AND WALLBOARD JOINTS MUST BE TREATED WK2) COATS OF GYPSUM COMPOUND. A MIN. 2' PAPER, PLASTIC OR FIBERGLASS TAPE MUST BE SOLID TIGHT FITTING TRUSS BLOCKING (SEE DETAIL THIS SHEET FOR EAVE VENTING) 2x8 FASCIA BOARD L"FLAMEBLOCK®FIRE-RATED OSB SHEATHING: W/1.5mm PYROTITE LAMINATE APPLIED TO ONLY ONE FACE OF WOOD PANEL. SHEATHING MUST BE INSTALLED VERTICALLY W/HORIZONTAL JOINTS BLOCKED 4 W/PYROTITE LAMINATE FACING THE OUTSIDE 4 MUST BE ATTACHED TO THE STUDS W/118' 6d COMMON NAILS SPACED 6' O.G. AROUNL PERIMETER 4 12' O.0 IN THE FIELD. 51/2'THICK NOMINAL 3 PCF DENSITY UNFACED MINERAL FIBER BATT INSULATION FRICTION FIT BETWEEN THE WOOD STUDS, CROSS -BRACING 4 TOP/BOTTOM PLATES. WEATHER BARRIER FASTENED OVER THE SHEATHING USING SUFFICIENT FASTENERS TO PREVENT AIR POCKETS IN THE WRAP EMBEDDED IN FIRST LAYER OF EXTERIOR WALL COVERING: COUMPOUND OVER WALLBOARD JOINTS. I. FIBER CEMENT BOARD 2. T1-11 SIDING 3. WOOD FIBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING DESIGN: OCC-ES REPORT - ESR-136 5) WALL TYPE 4.3.4 - 1 Hi, EXTERIOR WALL ASSEMBLY EAVES 8 WALL WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 _X& AR 2 BOARD TRUS IOL END S TRUSS IN I%" FROM PACa OF WALL) tall Ty" X SWB /16" LP PLAbMBLOCK XTCRIOR WALL GOVMINS: I. PIBBt 612MCNT BOARD 2. TI-11 SIDINS S. WOOD 1016CR PANEL 4. CEMENT PLASTI=R (STUCCO) S. STBBL- SIDINS 2X6 WALL STUD THICKN12W.2-7/6" MIRW APPROX. Y0161IT: -f PSP (PIRW PIRS TEST: UL RI5I41, 41-12-qb UL =SION U836 6APLE END F I REWALL DETA I L LESS THAN B' TO THE PROPERTY LINE GA FILE NO. AP 5640 (6ENER1 G I HOUR) ONE LAYER gas' TYPE X GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF MIN 2X3 STUDS, TURNED FLATWISE, 24' O.G. WITH 6d CEMENT -COATED NAILS, I-Ik8' LONG, 0.0915 SHANK, 1/4' HEADS, i' O.G. HORIZONTAL JOINTS STAGGERED NOT LESS THAN 12' ON OPPOSITE SIDED. NO SCALE HOUR FIRE-RE51571\/E DETAILS COMPOSITION ROOF W/ 300 INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. R905.2.6B PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. ATTIC SPACE R-60 INSULATION 5EDROOM 3 R-50 INSULATION 6ARA6r- TYPICAL EXTERIOR WALL: STUD NOTCHING (2)2x6 TOP PLATES - AND BORING 2x6 STUDS O 16' O.G. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) - BEARING OR EXTERIOR WALL AIR BARRIER NOTCH 25go, BORING 40go. EXTERIOR SIDING PER ELEV. - 60% BORING IF DOUBLED 4 R-21 INSULATION W/ CONT. LESS OR EQUAL SUCCESSIVE STUDS. (U-FACTOR 0056 PER APPENDIX A - NON -BEARING MAXIMUM NOTCH COMMERCIAL ENERGY CODE) 40%, BORING 6096. VAPOR BARRIER (WARM SIDE) - HOLES NO CLOSER THAN 5/8 1/2' GYP. BD INCH TO FACE OF STUD. W1 IN 3r" ATT I C SPACCE R-60 INSULATION ZMANUF TRUSSES 24'O.C. SEE ROOF FRAMING PLAN FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) DEN/LOFT FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) KITCHEN FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) MIN. 6x6 PT POST 5/s' TYPE 'X' GWB SIDING OR TRIM PER PLAN POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE AF50 ROOF VENTS (50 50. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD 2x STUDS PER PLAN W&' SHEATHING EXTERIOR WALL COVERING PER PLAN EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 TYP. INT. WALL (2) 2x4 TOP PP 1/2' GWB 2x4 STUD g 16, O.C. 2x4 BOT, iL' UTILITY DINING R-30 HIGH DENSITY INSULATION STAIR NOTES: HANDRAILS WILL BE RETUNED PER IRC R311.1 OR SHALL TERMINATE IN NEWEL POST OR SAFETY TERMINALS PER IRC R311.1.82 • STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND 15OT rO„I HANDRAIL TO BE PRESENT ON • ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR 4' SHALL WAANDGRIP PORTI AST ONENI OF HANDRAILS CONSTRUCTION. TPA NOT PASS THROUGH SHALL HAVE CIRCULAR CROSS SECTION • MAXIMUM RISE t0 BE 1-3/4'. OF 1U4' MIN. 4 2' MAX. EDGES SHALL HAVE A MIN. RADIUS OF k,'. • MINIMUM RUN TO BE 10'. 4 C, ALL REQUIRED GUARDRAILS TO BE 36' • MINIMUM HEAD HEIGHT TO BE V-8'. MIN. IN HEIGHT. • MINIMUM STAIR WIDTH TO BE 36'. OPENINGS FOR REQUIRED GUARDS ON ' PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF THE SIDES OF STAIR TREADS SHALL NOT TREAD NOSING AND MUST EXTEND BEYOND BOTTOM ALLOW A SPHERE 4 INCHES (102mm) TO PASS THROUGH. TREAD PER R31213 • PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED MAX WALKING SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES NOSING • MIN. 36' HIGH W/ CLEAR SPACE PER R312A AND R31212 HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS 1 1/4' NOR MORE THAN 2' IN / CROSS SECTIONAL DIM. 2! • WINDING TREADS L HU210 HANGER PER IRC R3I1.152.I i� (SLOPED SEAT) • SPIRAL STAIRS 41 to, MIN. TIRE 6' SPHERE UNABLE TO PAW THROUGH OPENING PROVIDE MIN 1 1/2'". A POINT 12' FROM WHERE TREAD IS NARROWEST OC BELOW STAIR INSTALL (12' GWB CEILING, AND WALLS PER IRC R311.110.1 3-2XI2 STRW_5ERS / (MAX SPAN UP TO 1'-09 / (SPANS UP TO 9'-01) ADD I-2X6 TO BOTTOM OF STRINGERS CONT. HANDRAIL 34'-38' / W/ 16d m 12' O'O. ABOVE TREAD NOSING. / 2X4 THRUST BLOCK (SPANS UP TO 10'-01) PICKETS PER IRC OM OF EACH SIDE OF � ON OPEN SIDE INTERIOR TR / w/ ibd • 12' oz. / DECK 1' PT RISERS JOISTS PER PLAN FIRE BLOCICMG • MID -SPAN AND / IN STUD WALLS ALONG AND IN LINE UIITH STRINGERS IF AREA UNDER / DBL ,ST STAIRS IS UNFINISHED P.T. 2X12 TREADS TO STRIWGERIMTL. HU212 HANGERS / AT EA STRNGER / 3-2XI2 PT STRINGERS / (MAX SPAN UP TO T-09 361X36' MIN. LANDC / (SPANS UP TO 9'-09 FAD ADDa BOTTOM OF STRINGERS EXTERIOR W/ Ibd . 12'' O.C. 1 HL 35 ANGLE SUPPORT (SPANS UP TO I0'-0') ADD 2X6 TO BOTTOM OF EACH SIDE OF THE STRINGERS W( Ibd • 12' O.C. J TYPICAL STAIR DETAIL AND NOTES ATTIC VENTILATION AT LEAST 4096 4 NOT MORE THAN 50916 OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. 2x SCREENED EAVE VENT BLOCKS WK4) 21/9' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. MASTER I �o BATH ro R-50 INSULATION 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. • LAP SPLICES 12' MIN. J� 5UILDIN6 5 E CTION rA 3/811 I'-O" COVERED -1dJ PORCH ; FIRE BLOCKING AND I RAFTSTOPPING PER SEC. 302.11 4 302.12 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING 4 FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10' -0' 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. R302.1 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. TIGHTL INE FOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC Z M 00 W .;. a A �PQ �U z a ♦♦♦ E yN E � SON •4• F �:) Z 0� Go ZN N� N x 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer, Plan No: L2M-2687-2R Date: 10-20-24 �7 UPPER PLAYROOM ELEGiRIGAL UFFER ILOORELEC7RICAL_ 1 /411=11-011 COPYRIGHT 2011 Landmark Design Inc. ALL RIGHTS RESERVED _T Iu — — — — — — — — — — — — — I I j OPTIONAL CAN LIGHTS II � I II F----_ I � I / I / PENDEN Il 11 / LIGHTI To L T %e0v E`---� _ 0 hI 100 r-Ri IEr-.. I e 1\ VTC O `C.M.\ i II / II I II � � I II HEAL DETECTOR INTERCONNECTED u�P I I PER 314.23 II cLG 1 OUTLET \ EV \ EV CHARGER \ (ELECTRIC VEHICLE) \ ONE PER DWELLING \ PER SEC R335 IRC Fil �01A I N f2%.00 L C,7R I CAL. 1/4 11 /411 = 1 1-0 11 INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. ELECTRICAL KEPI' OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) t LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. e 110 V W/ BATTERY BACKUP CABLE T.V. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBS EXT. FAN VTOS HEAT DETECTOR INTERCONNECTED PER 31423 (GARAGE) EV CHARGER (ELECTRIC VEHICLE) ONE PER DWELLING PER SEC R335 IRC -0—UC T 4 e H +EV Z v Vi E Z� z� ' � �e en N� O.. N ►�+ 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2687-2R Date: 1m-20-24 LJ I I r" e 11-4" t7 1 5'-2� 19 UPPER / .tJ._ WILL 2-t/40 0 X 5" LAG 5C4aaWe► 0 ST(r.` WALL o WALL 10 4A S'TErd- STRAPPM OWWARO4 AP4fWR ONE-TiaM OF THE Ate- 4 A MIK OF 4° MOM G-r-NTROLS LkX D WATER }iEATER 2X4 LEDGER FMOOLNE TWATW ar C-ONC WALL. 16 GA TRAFFNG XIWA Id t�ME- 0 MV Af'4° - s A M IK OF 4' HRor9 CONTROLS A %� ► W TO t "1w- SASE TO R-CKM WATER -HEATER SUPPORT No LE 30' -0' 1/ 4u; 1 .-0 a 1ItI-( IA/D 5. ALL 51-kMER WALLS TO BE W,ATE ' 0 i0 MiNIM -12' ABOVE DRAIN. aqOWERHEAD6 4 K1TC"4-EN FAUCET TO BE LIMITER TO mAXiMu"1 Lmi GP1'°' FLOU ALL OTWER LAVATORY FAUCETS TO BE LIMMO TO MAXMI,IM 1.0 GPM PLOW. STY C-A-A . S ALL GLAZWz WIT44IN 241 OF .DOOR OR WITHIN 1S' OF PwoR TD BE SAFETY CsLASS 3 :SMOKE ALARMS - TO III 1NSTALLED FIR 5EC R314.3 IN T4, E F OL.LOWINCs LOCATIONS: IN EAC 4 SLEEPING ROOM OUTSIDE EAC.4 SEPARATE SLED' Wx AREA IN T4 E iT"IMMIATE V1G1ldlTY C*m T�-W I I'"iS- ON EAC44 ADDITIONAL STORY of THE DWELL1464�,•t.4D11 as 5ASEI-ENTS AND 4ABtTA 5LE ATTECS, AND ALA" TO M €I4STALLELl NOT LESS TWM 3 FT WOFMONTALLY FROM A 154" + OO 1 T14AT C.ON'TAW A 5AT14T1 i 5 OR �1R: AL ,4 TQ 15E TED IN � A t"IAIwt,R T4z.AT ACTUATION OF ONE At -ARM WILL ACTIVATE ALL OF Tim ALARM 14 1I-1E MIVIDUAL UNIT- =StiG' KE ALARM -CARBON MONOXIDE C+ *100. irk]_ ����C ,000XQEA[� Am APP1R0' W CAIo1 MONOXIPE ALARM _044ALL BE INSTALLED ON EAC. 4 4 BOOR 4 OUTSIDE OF EAC 4 S4_EEpft4Cs AREA IN Tim II DIATF VICNITY CF THE 5ED ,00m _ FER 2Ola IR t UW STATE AI"'E MEET SEC R3115_ iF_ IN5L.ILATE ALL WATER "MSTO O MINIMLP I R VDER IBC R40353 12_ ALL 1,>Ucres 4 EXH l' DINS IN l NC4NDITIONED t4FACES S L ME €NSULAT,ED TO A MN0' JM OF R-b PER WSEG R403.31 DUCTS WIT"IN A CONCRETE SLAB OR iN THE CsI?!' ND SHALL BE € L L.A°MD TQ R-10 U714 N ►T1ON DES1Q4M TO BE USED BELOW GRAD 13. EXHAUST AIR SHALL NOT Off DIRECTED ONTO WALKWAYS- ALL E cWAUST DUCTS. SQL TE"NATE OUTSIDE THE i5UR_0 Ws PER IR303-52. t4_ QA& PI? M TQjZJNQIF TE rJER G2 t IRE Pfpo,,� 15 iN,9TALLE0 T1HFW7X-04 4 0LES OF NoTcwn N FRAMir MEMBERS AND TWE 'IPII 15 LOCATED LE r MAR i- 2 W.1-F-S FIROt"01 THE MWqW.2 ME1" MR FACE TO UJHIr_W WALL, CI ILIIO OR FI_OY- MEMEPAWS WILL ESE ATTAC"ED, TWE MPE SHA L IOE FRmEGrev: BT" SWIEL17 PLATES THAT coVER THE IJtii i H OF T44E Pif'E .AND TWE fWA Cs M"Rm9R ANP TMAT NOT LE88 T!•!AN 4 S TO EACH SIDE OF TJ-E FRAMING M'E"�3E12 UA4EW TW FRAHM 1?'�R THAT THE PIPINGS PASSES TI°IROUGH IS A 150TTOM PLAT, BOTTOM TRACK, TOP PLATE OR TOP TRACK TI-E SHIELD PLATES SHALL. C OAM T4E FRAMING MEMBER AND EXTm�v NOT LESS TWAN 4 INC14E5 A4x vE T4-E 50TfOM FRAMNCaG MEHMg AND NOT LESS THAN 4 W_�-lES BELOW THE TOP F1i Al W—s � Ira. ATTiG t cp...,UmL 5CE b 14ATCA4E6 OR 00OR5;+ .._1.- 13E IIrEATHERS �`RI�D AND INSULATED TO A LEVEL.. E"IVALENT TO TAEE IWOLATION ON THE SLI Mx WRFACES l6 ILF oL.E Ncx.45E vr=NT ILATICN 24 ;4R T€I-' M READILY AC CE 515L E 4 WIT64 LABEL 4FFIXIED TO CONTROL. T44AT ,,REAj:>Si 'ALE WCUSE VENTILATTCK' CSEE OPERATING: iNS7Rt3CTIC ) IT. i71R 'Ef 7UCT LE14jTH PER SEC i" I1Fr02,4a.1. THE MAXI"JM .LENGTH OF THE EXHAUST COUCT SHALL BE 35 ,FEETt 1066 gyp) FROM THE GO ,bIECT1ON TO TW TRAN51TiCV DUCT FROM TWE DRYER TO Tt-E OUTLET T 'IINAi_, � FI'II14aS ARE USED, THE I" IA]ciI'�i;rl LEWzT?-4 OF THE EX,4,4# T DIET SHALL BE REDUCED IN CAI-4nf_ UT44 THE TABLE M502:451TWE MA IMJM L ENIGM4 OF THE EXI _OUST DUCT DOES NOT INCLUDE TW_ 711RAN15171M 0LCI T_ 16, CAVITIES WITHIN C44e4fER`3 AND HE_ E1R5 Ci= U ALLS SHALL eE INS[ L ATEO a r HL.:. i t THE CAVITY WITH A MATERL4L 44AAW-s A TWERMAL RESISTANCE OF R-3 PER &4C,44 I`iIN"J "i PER 201S WSEC TABLE R44V 41L f3. STUDS SIMALL BE TINUOUS FROM T14E SOLE PLATE TO A _NA=poRT AT THE TOP PLATE(E)M. TOP PLATE OR eem-%4EAADER) PER: SEC. R&023(TWO-5TORY! DALLOM FRM WALLS) IffILITY ROOM A" I UP A1L- PER IRC G24313 i. d;WERg T44E r=xWALIST PUGT IS CONCEALED IIJ€T1-11N THE BUIL D IAICs GO1.ISTTRUCTION AMP T3-E tIST DUCT ECUIVALENT LENGTH, EXG4-_�e+ 35 FT THE EQUIVALEi'1T LE14STW OF THE E?tHAUST ITT SHALL =-�E IDENTIFIED A pE"JANIENT LABEL OR TAa THE LABEL- OR TAG SMALL DE LOCATED WIT44N a FT OF THE EX!-IAE3ST DUG? C 4X4NECTION PER? G2431_k"la_ 2, 1N3TALL.ATION5 EXWAUSTIW-1 MORE T4 20X3 CFM SHALL BE PRovjpED W1T+4 MAKE t,P AIR, WHERE A CLOSET 10 DESK FOR THE iNSTALLATION OF A CLOTHES ChWER. AN OPENm H.0.VINCs AN AREA OF NOT LESS THAN 100 S IMdC.I.4ES FOR MAKE UP AIR SHALL. ISE PROVIOM IN T14E CLOSET ENtCLOSLIRE, OR MAKE UP AIR SHALL I5E PROVIDED 5Y OTHER AFI=K MEANS PER W4.3 . r. . r as 100 Sort," TRAN&FER ALL I 14 q 4yq, II �f 11 I' I NAT. GAS r ! � SPEC$ I '.• 30 f _j U_ OPTIONAL NON-COMBUSTA !MATERIAL mK tr ae F1IREPLAce r C O , ply T VININ6 Roots �- ----- = 12'-2 J 1 i *Ad I .W. �. 81lr1G �� 17RJ r x Ow 4 - C\ 1 .. 100 IA Ed'I' R%r * Wr G. 44EAT i'L�"IP 9 4X ;EF> ,i1t1ATi WEATER VTOS► Awe •t1 A. IN. SOLID CORE:, ' SELF DOOR CL.OSMv {3 �i-41CI,.E STEEL "t�4iD BAD OR MIN. RATED oo " �: �� I-3IIJI�I1►IOTES V PROVIDE EXIF1AX5I0k TANK -CLA- PROVIDE 3E15MIG STRAPPING - TPRV TO TeRtINATE TO -f1 - PILOT G T 7Lia TO E la, • W rR FLO OFF 4� MIN. AT'UETEGT�3R PER'. ASH R4E' W-A-eV INTERCONt-ECTED - HAT (3A6 WATER WM Wt MIN. EF PER,314.23 OF ma62 - ELECTRIC WATER WM W1 MIN. EF OF 0.W 6ARA(SE Y t�',1/20 TYPE 'Xe C� ON ALL WARM AND �� !R 5/B° TYf°E caNC U P 61ELE111 VEHICLE) — Dt�LLIWx NO OtJCT Of'I`1nfINGS 1R335 11RG €M� GARAGE_ DUCTS TWIROUG 14 CLG OR MALL 0:)?� TO WOUIW� M IK 26 Cx,44E STEEL. .. 16/0 x 0/0 OR rX)OR WV -34 P-0. - ..._.i LANDiw.x AT 'EXIT' DOOR LOWERT14Ah1 59-6" NOT TO 1_5 IN04E3 FR0M TOP OF _ 'I'I-iF'�ESMOLD. (I;31I.3J) AI N FLOOR FLX�N / 4"= 1 a-0 11 MAI N FJe°ee00R: 4103 50. FT. UFFER, PL OR: 1515 9 f`Ta ATTIC FLOOR: 406 So. �- T a 26 '"7 SO- r-T. 6ARAc5ff. 555 150. FT. IN S4'AI Y t T _i I tt MtOR STAIIft&4Y5 &g,AU_L BE "J'[ef31 CW WITPI AN AR'TFICIAL. L*t-I'I" SAGE TO 1LLttlINAT'E THE LANDING AND TREAD$ - STAIRWAY 1LLL"INATION s4ALL RECEIVE PIRKARY POIVR FROM Ts4e 4ru t w_-,S 'wowr-.. TrE t-ICxAT SOURCE SHALL 15E C4PAM-E OF ILLUM4ATIT 1REACe ANP LAI V TO LEVELS NOT LE66 TI.M I FOOT-c,4NOLE tmASV#W_0 AT THE e3NMR OF THREADS AND LANDING+. T4iEWE NtALL M A WALL SUTC44 AT EAC34 DOOR Lt�L TO CONTROL THE LICsNT Ou1Rc� u E T44E WHOLE HOME YE-tILATION: STARMAY RM SIX OR MORE R15ERS r=XCEFMQM A SWITCH i$ NOT M0I WO WHOM R910TE, -REFER TO SHEET N-2 TAOLE Z4M.43(1) t CENTRAL OR AUTomATiG cAONTROL OF L444TII+ G IS PRCMCeP 15IDep43(2) FOR FAN SIZ[Wx AND FIN TINS LKEEMQR EXTER10R STAIRIItrAYS 81 w EIE FIWVU:)W WnW AN ARMCIAL 4.raw SOS LOCATM AT THE TOP LA%CHWx OF THE PliPWACE TO 44AVE A DUCT FOR OUTSIDE AIR MOTORIZED DAMPER STAIMAY. STAfR MAY IL.LIJI" r"TIGN SHALL RECEIVE PRE" NARY pO ER pRom TI-E BWL.D WIRI . EX'TMOR STANKIAYS WITA TIMER AND CONTROLS ARE TO M ADDED FOR THE REQUOREP FRESH PRC Vq>WCs ACC TO A MA5EMENT FFaDM TOE CUTDOOR AIR EXt$4ANGE� 33.40E LEVEL, SHALL. III rjQ0V DED WIT44 AN AiRTtF;CJAL, LIGHT' saiRcE. Lf7CATED AT T4E eX7TTOM LAN (W-,s CF TIME STAIFW AY. C, IN IIE to AM 1 W11RE 1RL. EQUI T3 , i IG�A7E ► V PIPING PER t.IP1 'COPYRIGHT I0pt km ALL FdC*MtESERVED 0, 0.®e 04 W z Igo Cq C �. 3 %.X; � rW,g1 1 "4) 4x 0 co Y 1. l:opb4actar or hisildcr muaa6 verily all dimensiom before proceeding with construction. 2. This plan was designed W be marketed throughout many 3'nunicipAlitieF_ The plsrchescr mtiBGrify coYnpl}n1�ce with all local appiieabie buiLding codes where the home is to be const motad 3. Purchaser abould have plans reviewed by a lic-- ernsed builder and st.r—,t- urai eugineer for compli- ance to specific site c+>n- ditions- 4 These plans should not be ult+ered by other than a qualified dwriffner, archi- tsat, �: structure! engineer. Pia] No: L2-2687-2R Datt a-24-22 age 5 of 16 GENEAL STRUCTUfRAL NOTES V STEM WALL ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 PSF (RESIDENTIAL) 60 PSF (DECKS) DEAD LOAD 10 PSF WIND BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATEGORY 11, EXPOSURE B, K it = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATEGORY: D Ss = 15 - IBC FIGURE 161330) Sos=1.0,IE= ID, R=6.5 CS = 0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-6" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2021 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM Pc = 3,000 PSI WITH 55 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2% '15% BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (N = 60,000 PSI) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'40" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIAJ TO LAP HORIZONTAL STEEL AT 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 0/2" (05 AND SMALLER) 2" (% AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DK OR BETTER POSTS IDM OR BETTER 2x FRAMING HF*2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA Ul. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM b" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -PIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.10.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 U.N.O. MACHINE BOLTS TO BE A-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD A190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F-V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS UN.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2000 PSI, E = 1,(B00,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO.08615-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2 ". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. STUDS SHALL BE CONTINUOUS FROM SILL PLATE AT FOUNDATON TO TOP PLATE AT ROOF OR CEILING. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 6 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d 6 8" O.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/1(o) WITH A MINIMUM PANEL EDGE NAILING OF Sd 6 b" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d a 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' LSTA24 CONNECTOR U.N.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS U.N.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/1(o) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH Sd COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED. LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED DESIGN LOADS AND IBC CHAPTER lb. MANUFACTURER SHALL PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL AND MAINTAIN DRAWINGS ON SITE FOR INSPECTION. CONTRACTOR TO VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION AND INSTALLATION. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. NO TRUSS SHALL BE ALTERED WITHOUT PRIOR WRITTEN CONSENT OF THE TRUSS DESIGNER AND ENGINEER OF RECORD. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE NBC), 2021 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER SHEAR WALL SCNEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) 1/2" CDX ad tv 6" O.C. 5/8" 60" O.C. Qall = 230 PLF OR 055 1/2" CDX 8d a 4" O.C. 5/8" i1 32" O.C. Qall = 350 PLF OR 055 1/2" CDX ad e 2" O.C. 5/8" a 1(0" O.C. Qall = 600 PLF C OR 065 USE 3x STUDS AT ALL PANEL EDGES 4 STAGGER NAILS R SEE DETAIL 12 / 52.0 FOR CONSTRUCTION NOTES 1) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT Tl-I1 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 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 A153. 2) HOLDOWNS AND OTHER FRAMING HARDWARE BY 5IMP50N STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 1" INTO CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 23083J AND OF NOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. EDGE OF PLATE WASHER TO EXTEND TO WITHIN 1/2" OF SHEATHED SIDE OF BOTTOM PLATE. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH AF4PA SDPWS TABLE 43A. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 6 12" O.C. STAGGERED. LTP4 FRAMING ANCHOR EACH SIDE 4 x 6 w/ HUC46 HANGER a HIP 4 x 6 BEAM OPTION N8"0 THRU BOLT w/ 3" 0 WASHER EACH END. 1 (TYP.) L51 END TRUSS DBL 2x TOP PLATE (2) 2 x 6 BRACE 8"4 THRU BOLL w/ 34 WASHER EACH END. (3) 2 x 6 STUD (TYP) 4 x 4 3 KNEE -BRACE FRAMING SI0 SCALE: 340 ■ P-0• LSTA36 - HDR 4 SILL TO 3x BLOCK NG. LSTA24 - BEAM (TYP. 2 PLACES) TO TOP PLATE B B 31 x9G 51/2x15GLB MAIN FLOOR A = 903 SQ FT 18 LvL 18 LYL m tR _q X P/4- 18 LYL ® ❑ - BEAM A = 363 SQ FT _ 51/2 x 13B GLB_ _ P4x18LA Ilu ,II rr Jv _ 4x12 R (TYR. OF 2) a a 4 ° 2'-0" a a ° ADD '4 _BAR FOR 4 STEPS EXCEEDING 2'. a ° MAX. I MAX. CONTINUOUS FTG. MINIMUM REINFORCEMENT STEPPED FOOTING DETAIL SIB SCALE: 34• • I'-V MSTC40 HOLDOWN. ALIGN WITH EMBEDDED STHD TYPE HOLDOWN BELOW. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SHEATHING 4 NAILING PER PLAN. MATCH WALL ABOVE UNA. Ibd 6 16" O.C. SOLE PLATE NAILING. 3/4" SUBFLOOR /,/—(3) 8d JOIST -TO -TOP PLATE UNA. MAINTAIN efw MIN. I1/2" END DISTANCE. 2 x 6 STUD a 16" O.C. USE -DBL STUD a ENDS OF SHEAR WALLS 4 HOLDOWNS. 2x PT SILL w/ s"oANCHOR M _BOLT 4 3" x 3" x 1/4" WASHER AT 5'-0" O.C. UN.O. (ALT. MASA a 48" O.C) STHD TYPE HOLDOWN PER PLAN. -04 BAR a 10" O:C. - HORIZ (36° 04 LBAR a 16" O.C. - VERT. FINISH GRADE 04 BAR CONTINUOUS (TYP OF 2) D p 0 D � 8" I'-4" i27'� CRIPPLE WALL WITIH BACKFILL FOUNDATION s� SCALE: 340 • I'-0• LSTA24 - BEAM TO TOP PLATE LSTA36 - HDR 4 SILL sr TO 3x BLOCKING. (TYP. 2 PLACES) _ 4x10 51i2 x 15 GLB "� X In OOFYRIGH7 2024, SEGA ENGINEERS H LLJ N W Q N Z @ O w w LU U � � cn Ll � 0 0 -, 0 0 0 a 0 41 0 m b a 0 �o 1 pw m m -, .m @'M a� v 0 a b a cq 0 cq w rn Im m 0 cQ cQ T�iESE,y� U S JOB 12-001 RACED SHEATHING PER PLAN 1/2" RATED BREACHING 16d 6 16" O.C. SOLE Sd a 6" O.C. (4" O.C.'s SIM.)—\ 2x OVERFRAMINC� PLATE NAILING. _ ~ STAGGERED SHEATHING SUBFLOOR PER PLAN � N w l3) 8d JOIST -TO -TOP PER PLAN. EXTEND OVER HI FRAMING ANCHOR 2x CONTINUOUS RIBBON _ 2x VENTED BLOCKING. EACH TRUSS. USE HIOA-2 PLATE IUN.O. MAINTAIN �' E TRUSS. MIN. 1 2 END DISTANCE. ua @ u- Sd 6 O.C. DBL RU GABLE END TRUSS. 1 MSTC HOLDOWN _1 w w 1 Sd � 4 O.C. STRAP PER PLANck U � c j A35 48" O.C. (USE 24" O.C. '/2" RATED SHEATHING GABLE END / GIRDER TRUSS AT SIM.) OR SPLICE PANEL SHEATHING 4 NAILING PER PLAN. 2x VENTED BLOCKING. TRUSS PER PLAN pBL 2x COP PLATE. LAP ON DBL TOP PLATE. MONO TRUSS PER PLAN SPLICE TO OCCUR ON COMMON END NAIL TO TRUSS DBL 2x TOP PLATE. LAP SPLICE SPLICE 4'-0" MIN. 4 NAIL w/ MEMBER OR BLOCKING EACH END w/ (2) 8d. 4'-0" MIN. 4 NAIL w/ 16d 6 4" O.C. 16d is 6" O.C. STAGGERED. 2x BRACE PER TRUSS SUPPLIER STAGGERED. ADD L5TA24 TO OR is 48" O.C. SECURE w/ A34 FLOOR TRUSS WALL SHEATHING AND NAILING SPLICE PER PLAN SHEATHING 4 NAILING PER EACH ENE). ADD 2x STIFFENER TRUSS PER PLAN PER PLAN PER PLAN OR SCHEDULE. PLAN OR SCHEDULE. SPLICE WHEN LENGTH EXCEEDS 12". HANGER BY TRUSS 2x FRAMING PER PLAN. SPLICE TO OCCUR ON COMMON 2x FRAMING PER PLAN. t0 OCCUR ON COMMON SUPPLIER (BEAM s SIM.) 2x DBL TOP PLATE. LAP SPLICE 0 C MEMBER OR BLOCKING MEMBER OR BLOCKING. 4'-O" MIN. 4 NAIL w/ 16d 4" ' 2x BALLOON FRAMING O.C. STAGGERED.co PER PLAN. w a no 1 T''PICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING e GABLE END 3 LOWER ROOF FRAMING e GABLE END TYPICAL FLOOR FRAMING CONNECTION � a S2 fd SCALE: 1" = 1'-0" S2 0 SCALE: I" = 1'-0" 52.0 SCALE: I" = I'-0" S2 0 SCALE: 1" = 1'-0" cd o Sd 6 4" O.C. 2x BLOCKING o 2x BLOCKING w/ DBL 2x COP PLATE FLOOR TRUSS PER PLAN NOTE: 16d 8" O.C. a (3)16d TO TRUSS WEB (TYP.) SUBFLOOR PER PLAN SEE ARCH FOR FLASHING 2x FRAMING PER PLAN REQUIREMENTS. SHEATHING 4 NAILING PER PLAN. NpR PER PLAN. — —bt o " F. BREACHING w/ Sd Sd 4" O.C. 16d 4" O.C. SOLE SPLICE TO OCCUR ON COMMON 16d 4" O.C. SOLE ! M 6 O.C. EDGE NAILING. 2x FRAMING w/ (3) i�i RATED SHE NG MEMBER OR BLOCKING PLATE NAILING PLATE NAILING. (NOT MANF PANEL) 16d t0 TRUSS WEB 4 NAILING PER PLAN. 1 � k� ---- - - ---- - ----- - ------ ------ -- SUBFLOOR PER PLAN — SUBFLOOR PER PLAN 1 --- a 2x CONTINUOUS RIBBON 3x BLOCKING. EXTEND b (2) BAYS (24" MINIMUM) j OR TO CORNER. cq TRUSS PER PLAN MSTC HOLDOWN (TYP) cQ ! i STRAP PER PLAN TRIMMER STUDS)cQ cQ 'i2" SHEATHING INFILL BLOCKING w/ 2x FRAMING PER PLAN. Sd is 6" O.C. EDGE NAILING ORJ 01 (BEAM At SIM) FLOOR TRUSS KING STUD j MANUFACTURED BLOCKING PANEL. PER PLAN 16d a 4" O.C. HANGER BY TRUSS SUPPLIER IN FLOOR TRUSS PER PLAN i SHEATHING 4 NAILING PER—/— HANGER BY TRUSS SUPPLIER �� 2x BLOCKING S MONO -TRUSS 2 RATED SHEATHING 4 PLAN OR SCHEDULE. BEAM PER PLAN BEAM PER PLAN. NAILING PER SCHEDULE. LSTA STRAP PER PLAN (TYP). 5 FLOOR FRAMING INTERIOR 5HEAR WALL 5HEAR WALL FRAMING AT BEAM FLOOR FRAMING CONNECTION FLU5H BEAM j .0 SCALE: 1" = I'-0" s2 m SCALE: P 1 0 s2.m SCALE: P - I 0 2x SILL PLATE j I 112" RATED SHEATHING 16d 6 8" O.C. SOLE ad Is 6 " O.C. 2x BLOCKING w/ (3) 8d T- T-- ------------ - ---- 4 NAILING PER PLAN. PLATE NAILING. TOE -NAIL TO 4x BEAM 4 SHEATHING 4 NAILING AN. (2) 8d TO JOISTS. E L PER PLAN. 16d � 8 O.C. SOLE SUBFLOOR PER PLAN 2x CONTINUOUS SUBFLOOR PER PLAN SPLICE TO OCCUR ON COMMON PLATE NAILING 3x BLOCKING RIBBON MEMBER OR BLOCKING JOIST PER PLAN (TYP) SUBFLOOR PER PLAN 2x4 w/ (8) 16d At 8d 6 4" O.C. S 5HEAR WALL FORCE TRANSFER DETAIL 2x BLOCKING w/ 16d s 4" O.C. 2x4 GUSSET EA BEAM PLICE. s2.m SCALE: P = I'-0" SIDE wl l8) 16d (NOT A METAL CAP) TRUSS PER PLAN (ALT. METAL CAP) '/2" SHEATHING 4x4 PT POST L5TA24 STRAP F t (4x6 At SPLICE) ++ + (FAR SIDE) 11 16 NOTE: LOOK TRUSS MAB ANCHOR Ig�� 2x COP PLATE MINIMUM NAIL SHEATHING TO NDR C� FLOOR TRUSS PER PLAN SEE ARCH FOR FLASHING PER PLAN (ALT. A34 ANCHOR w/ Sd 3" O.C. EACH WAY. MIN. NDR PER PLAN. EXTEND REQUIREMENTS. TWO SIDES) 12 MSTC HOLDOWN OVER PANEL t0 KING SCUD. HANGER BY TRUSS SUPPLIER KING STUD TO BEAM PER PLAN. STRAP PER PLAN FTG PER PLAN o MIN. • + . + ++_-_ ,. HEADS D ® HEADER BEAM PER PLAN LU524 HANGER BY FINISH GRADE = -= c TRUSS SUPPLIER D �' !:! 2x KING STUD w/ 2x f �I FASTEN TOP PLATE TO �' CRIPPLE STUD g 5HEAR WALL FRAMING AT BEAM 10 FLOOR FRAMING CONNECTION FLU5H BEAM II FLOOR FRAMING AT CRAWL SPACE HEADER w/ (2) ROWS S2 0 SCALE: I" = 1'-0" s2.0 SCALE: I" = 1'-0" S2 0 SCALE: I" = 1'-0" 16d AT 3" O.C. :I :j 4x BLOCKING 6 MIDDLE vz '" !'' 24" IF REQUIRED./ 10'-0" MAX. '1_:-:;-:; . <I 16d 6 16" O.C. SOLE (8'-0" a SIM) • �' -' -' -'- 2x STUD PER PLAN. USE MINIMUM PLATE NAILING. 2x STUD PER PLAN. USE pBL (2) 2x STUD tv ENDS OF SHEAR101, t ' - 1/2" RATED SHEATHING (24/0 EXP 1). STUD AT END OF SHEAR WALLS WALLS 4 HOLDOWNS. SEE SHEAR 3/4" SHEATHING i. NAIL w/ (2) ROWS 8d im 3" O.C. At 4 HOLDOWNS. SEE SHEAR WALL WALL SCHEDULE FOR 3x STUDS. ANCHOR BOLT w/ 3"x3"xl/4" (2) 2x CRIPPLE !:; PANEL EDGES. SHEATHING 4 NAILING PER SCHEDULE FOR 3x STUDS. SHEATHING 4 NAILING PER_/' WASHER SEE SCHEDULE FOR STUDS. �: AN 0 SCN U SIZE 4 SPACING.USE Na"4i AT '`+ !. PLAN R ED LE PLAN. SPLICE t0 OCCUR (2) 2x PLATE. (NAIL 4 SLAB ON G OVER ON COMMON MEMBER 60" O.C. UN.O. j :I SHT'G TO EA PLATE) L B GRADE OR BLOCKING. 2x Pt SILL MIN. 6 MIL VAPOR BARRIER TOP OF STEM WALL ' _ • !_ FINISH GRADE OR � a � � 6" MIN. (NOT � S.O:G.) j *4 AR - NORIZ. ELEV. VARIES � + + + ii WAS SLAB ON GRADE ° `1 ° j ' FINISH GRADE 12" MAX. ! -_ 25THD HOLDOWN PER PLAN. STHD14 HOLDOWN UNO. x Pt SILL STND HOEDOWN 2x PT SILL w/ ANCHOR BOLT (S.O:G. a SIM.) l2) 5i8"� ANCHOR BOLL w/MIN. ER PLAN a 4 311 x 3 # � x i4 WASHER PER 4 BAR 24 O.C. - VERt. 7EMBEDMENT 4 3" x 3" x 1/4" I, -(oil PLAN OR SCHEDULE. USE GALVANIZED IE WASHER MIN. � °a, 5/s"o s 6O" O.C. MIN. 4'-0" MAX. �, 04 BAR CONTINUOUS FOUNDATION PER PLAN. 8�� _ "4�BAR 24" O.C. - VERTICAL I ^ MIN. 8" THICK STEM WALL w/ O 8 D '� — 04 BAR HORIZ. COP 4 BOTTOM. +�4 A CONT. O BAR Co . 12 PORTAL FRAME PANEL 8�� (TYP.) 8" s2 SCALE: NONE 1' -4" 1' -4" _ o 13 UNDATION AT SLAB ON GRADE I4 FOUNDATION AT CRAWL SPACE 2.0 SCALE: I" 2 I'-0" 2.0 SCALE: I" 2 I'-0" CCPYRIGNT 2024, SEGA ENGINEERS JOB 12-001