Loading...
Building Plans lot 24; < < WEATHER RESISTANT BARRIER OVER SHEAtTHIN& OR SUBSTRATE FINISH SIDING GSM TRIM FLASHIN& WITH 5" MIN. VERTICAL LE6 HORIZONTAL WOOD TRIM HOR I Z. TRIM AT SHEATH ING UJ000 STUDS N.T.S. RIGHT ELEVAiION /4"= I'-0" L.Ef=7 ELEVATION 1/4"=1'-0" COPYRIGHT 2014 Landmark Design Inc. ALL RIGHTS RESERVED 2x6 EXTERIOR WALL i/16' PLY OR OSB SHEATHINGS, TYP. SIDING PER ELEVATIONS OVER VAPOR BARRIER, PRE -FINISHED CONTINUOUS - SHEETMETAL FLASHING, TYP. COMP. ROOFING OVER VAPOR BARRIER ATOP -1/16' PLY OR OSB SHEATHING, TYP. TRUSS OR RAFTER PER PLAN ROOF TO LUAL-L FLASH 1NIG DETAIL. N.T.S. COMP ROOF BD 4 BATT 5/4x6 BARGE ALL CORNER TRIM TO BE 5/4x4 WINDOW AT FRONT 4 REAR) ALL CORNER TRIM TO BE 5/4x3 CORNER BP'S (SIDES) 8" EXP. HORIZ. SIDI CONT. &UTTER LAP SIDING &RAVE TO SLOPE AWAY FROM FOUNDATION A MIN OF 6" WITHIN THE FIRST k REAR ELEVATION /4" =1'-0" E:]E:]E:]E:]E:]E:]E:]E:l E:]E:]E:]E:]E:]E:]E:]E:l E:]E:]E:]E:]E:]E:]E:]E:I. F-1 F-1oo ROOF DRIP EDGES PER SEC. RS052.8.5 PROVIDE DRIP EDGE AT EAVES t GABLES W/ A MIN. 2' OVERLAP 12 12 6 6 1 6 TRIM BAND LASHIN& H TYP PER SIDE 0000 6 IF SITE REQUIRES 1 =� 1 1 0== 1(Nw ILjU j ctl10d) W _ �p C4 dJ HOUSE NUMBERS TO BE VISIBLE d LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH E A MIN. STROKE WIDTH OF 1/2' PER SEC. R31S.1 Z V 'n 1-4 WA, G* 0�1 ♦♦♦ y cc E A W Z 4=4 So z00 ♦ N � 0 �a H� 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: L2B-1839-2L Date: 9-9-24 101 30 -0' 5'-10'-�' I It I it 6'-Sk r----- LIN CLOSET -� 8' CLG. M. BATH I 0 8' CLG. E0. MAST BEDROOM - a VAUL © rED CLG. m 16'X16'XS' BOX 'X5' t2� 0 CEILING FAN PREWIRE � ------ ®❑ -E----- Ci=M 1- Q° NSULATE MECH S.D. ❑ I MIN. HSPF 11.0 0 2� �� FURN MAX BTU/HR � x,xxx 5eaRooM-2 8' CLG. �4 BP e x 110V - - M $ZL ❑ 3' BATH e = 8' CLG. PANASONIC WHISPER QUIET a a UTIL. ©_ EE © 0 CONTINUOUS 8' CLG. 50 CFM1_!" 0 EXHAUST FAN OR EQUAL ;4 135 WHF X N DN 1 R m 0 BEDROOM-3 v. o cM. - ' ' 0 -4 xx (K 8' CLG. � �� cq w 110V 2X6 WALL `\ - 4'-9'- 'n S D. M ®BP 36' HI H ZI Q PER I CI 1 - - - - - - - - - - - - - - - -Az zi OI N ®BP OPE T OW J'-5,' 4'-0i' 3'-4' 3'-5 4'-3 110V 36' OPENER (RAILING BEDROOM-4 �4 8' CLG. 5/04FX 0 0 n EGRESS 5/Ox4 XOX 5'-9' 5'-9' 5'-6' 5'-6' 30' -0' UR i=LCOR FLAN 1/411=1'_O11 2X STUD WALL / CONC WALL 2-1/4' m X 5' LAG SOWS w STUD WALL 2-3/8' 0 X 5' BOLTS W/ SIMPSON VGC ADHESIVE ® CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER < 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 16 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 0 CA cl 0 It V i Cn 36' 36' MIN. LA DING �X810 SGD SG 8/0x6/0 XO x 0 `_ DINING 0 V CLG. 67RE.AT ROOM V CLG. di 00 0 DIRECT VENT NATURAL GAS I 0 ' METAL FIREPLACE INSTALL ' EATING r PER I'1FR SPECS. PROVIDE I r BAR V SQ IN. OUTSIDE AIR J O,W/M-O 0 ` -� , 100 CFM j DEIE.F. F. 01 2' 1 ' VTOS iz OW SINK KITCHEN 0 9'--jj' S' CLG. 4'-II' 4'-7' 6'-5' FREFER� o0 000 C I cn COPYRIGHT 2012 ELEC. HEAT PUMP Landmark Design Inc. WATER HEATER 0 - ALL RIGHTS RESERVED No' MIN. SOLID CORE 00 - SELF CLOSING DOOR ISxX2j- X36' MIN. WOOD,STEEL UNDER STAIR ¢ U . NDINDR OPT j� OR 20 MIN. RATED PR TECTION - O HWH NOTES PEII P.R302.1 x - PROVIDE EXPANSION TANK - PROVIDE SEISMIC STRAPPING - TPRV TO TERMINATE TO v, W OUTSIDE �, 0 - PILOT E CONTROLS TO BE 18' / y MIN. OFF FLOOR 36' OPEN LL 2 N EV - PER ASH RAE SO-A-80 Q RAILING Z 0 - NAT GAS WATER HTR W/ MIN. EF PER IRC Oj _ ° H - ELE� RIC WATER HTR W/ MIN. EF ENTRY m HEAT DETECTOR OF 093 '-0' LL INTERCONNECTED UP 1 R PER 31423 2 CAR GARAGE 8'-2'- ' USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS 36' OPEN RAILING LL AND BEAMS IN 1/2' GWB PER IRC 0 C _ FLR_LN. ABOVE_ _Z< NO DUCT OPENINGS 0 0 m IN GARAGE. ® _' DUCTS THROUGH CLG OR N ALL COMMON TO HOUSE, IN. 26 GAGE STEEL. 0 Z4 lk INK AWG TRAG R 16/0 x 8/0 O.H. CIOOR 16'-3" R.O. �T NON- R ICE 6 4.10.1 MAIN r-LOOR: 855 50. r-T . UPPER FLOOR: 1004 50. FT. TOTAL : I S5af 50. r-T. GARAGE: BaO 50. r-T. PORCH (r-RON7): rt4 50. FT. r 9 9'-6' 9'-6' 2'-0' 2'-0' 3'-6" 3'-6' LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 19'-0' 70 4'-0' IB INCHES FROM TOP OF 30'-0' THRESHOLD. (R3113.1) ' 4AIN FLOOR FLAN 1 /41I = 1 I-O II GENERAL NOTES: 1. 2. ALL WORK TO BE IN CONFORMANCE WITH 2O21 IRC. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. R315 15. ATTIC E CRAWL ACCESS HATCHES OR DOORS SHALL BE TO OUTSIDES. AN APPROVED CARBON MONOXIDE ALARM SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO INSTALLED ON EACH FLOOR 4 OUTSIDE OF EACH EQUIVALENT TO THE INSULATION ON THE SURROUNDING OUTSIDE. SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE SURFACES 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND BEDROOMS. PER 2021 IRC E WA. STATE AMENDMENTS 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY MECHANICAL PENETRATIONS. SEC R315. ACCESSIBLE t WITH LABEL AFFIXED TO CONTROL THAT 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12' 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING ABOVE DRAIN. R403.53. INSTRUCTIONS) 6. SHOWERHEADS 4 KITCHEN FAUCET TO BE LIMITED TO 12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED li. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4B.1. MAXIMUM L-15 G.P.M. FLOW. ALL OTHER LAVATORY SPACES SHALL BE INSULATED TO A MINIMUM OF R-8 PER THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.PM FLOW. WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN 35 FEET(10.668mm) FROM THE CONNECTION TO THE -1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE THE GROUND SHALL BE INSULATED TO R-10 WITH TRANSITION DUCT FROM THE DRYER TO THE OUTLET SAFETY GLASS. INSULATION DESIGNED TO BE USED BELOW GRADE. TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN IS' OF 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN FLOOR TO BE SAFETY GLASS WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE ACCORDANCE WITH THE TABLE M1502.4B.1. THE MAXIMUM S. SMOKE ALARMS - TO BE INSTALLED PER SEC R3143 IN OUTSIDE THE BUILDING. PER R303B2. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE THE FOLLOWING LOCATIONS: EACH SLEEPING ROOMS, 14 GAS PIPING IS TO BE PROTECTED PER G2415.�. TRANSITION DUCT. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE WHERE PIPING IS INSTALLED THROUGH HOLES OR 18. CAVITIES WITHIN COMERS AND HEADERS OF FRAME IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH NOTCHES IN FRAMING MEMBERS AND THE PIPING IS WALLS SHALL BE INSULATED BY COMPLETELY FILLING ADDITIONAL STORY OF THE DWELLING, INCLUDING LOCATED LESS THAN 1-I/2 INCHES FROM THE FRAMING THE CAVITY WITH A MATERIAL HAVING A THERMAL BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO MEMBER FACE TO WHICH WALLCEILING FLOOR , RESISTANCE OF R-3 PER INCH MINIMUM PER 2021 WSEC BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE TABLE R402A.1.1. FROM A BATHROOM THAT CONTAINS A BATHTUB OR PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH IS. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A OF THE PIPE AND THE FRAMING MEMBER AND THAT TO A SUPPORT AT THE TOP PLATE(DBL. TOP PLATE MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE OR BEAM/HEADER) PER SEC. R6023(TWO-STORY/ ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. FRAMING MEMBER WHERE THE FRAMING MEMBER THAT BALLOON FRAME WALLS) THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD TO =SMOKE ALARM -CARBON MONOXIDE COMBO. C.M. 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 WHOLE HOUSE VENTILATION: REFER TO SHEET N-2 TABLE 1505A3(1) t 1505A3(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. PER IRC G243S 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 G243S.1.5. 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 50. 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 a 100 SO INCH TRANSFER GRILL INTERIOR STAIRWAY ILLUMINATION PER SEC R3031 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN I FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC 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. Z v ICI ''ww4-0 Vi A E �W � V 00e �♦� E A Wye z o0 o zt- 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: L2-1839-2L Date: S-S-24 2,91 (6) I ATAAG, _ Llln= E All I M 1/41I= 1'-oil r7 %ONT. DBL. TOP PLATE Z-10 R1610 INSULATION SHADED AREA) 4X HEADER KIN& STUD EXTERIOR PLYWOOD TRIMMER HEADER/INSULATION Z�ETAIL NTS LO X d) N 0 W `) F r w Z = O � < U_ m 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 SUB -FLOOR PER PLAN TRUSS LENGTH VIEW FLOOR TRUSS PER PLAN GWB a CEILING SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN LATERAL BLOCKING PANELS LATERAL BLOCKING PANELS w/ DRAFTSTOPPING TRUSS TOP VIEW a GARAGE WALL "ALE: 1/2' P-0' AFT5T0 F I I�I 6 ETA I #. FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/Sd NAILS 's 24' O.C. NAILED TOP E BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x8 DF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS E WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AND SUPPORTED BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 5. MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE 6. a REFER TO SHEAR WALL SCHEDULE. 1. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE t0 A SUPPORT AT THE TOP PLATE (DBL. TOP PLATE OR BEAM/HEADER) PER SEC. R6023 (TWO STORY/BALLOOON FRAME WALLS) �I cil OF 2) 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' GONG. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS t0 BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 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 R406. *FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. 9. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED t0 DRAIN AND INSURE THE REMOVAL OF WATER 10.PREVENT WOOD TO GONG. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. / INDICATES 'SIMPSON' HOLDDOWN. 12. aSEE swEARWALL SCHEDULE FOR ANCHOR BOLT SIZE d SPACING (SHT 51-0). 4' CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE 11 " 4 BARS 2.0 18' O.G. d) �5z W ® f1 �=O m4 IS' 6 MIL UP -2k -EN VAfi )UT R� ICE 12' 2 LAYERS M=R DECK �� 1I.- (SHADED AREA) 4' GONG. SLAB OVER 4' COMPACT AND GRAVEL 3' t0 DOORS I L� 5'12j' 1 1.2' �i lii��l����i��li - I Wl I 1 61 1* RS 4 O.C. 4' CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE U� od) �p Z — W �0 d)DZ =O ILL m 4 0(Xz Nam? iiiiiiiiiii�.jl 4x4 P.T. POST W/ PB BASE ON IS'x18'x12' W/(2) 04 E.W. (2 PLACES) 0 OUN AXON FLAN 1/4"=1'-0" STHD EDGE DISTANCE 1-1/2' MIN BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE. COPYRIGHT 2012 Landmark Design Inc. ALL RIGHTS RESERVED USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS 4 b �n VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 835/300 = 218 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION 5 VENT5 IREQ 1ID Z v Vi A 5� �♦� E A $-ay� 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: I L2-1839-2L Date: 9-9-24 3. :ONT. DBL. TOP PLATE ?-10 R1610 INSULATION SHADED AREA) �X HEADER KIN& STUD EXTERIOR PLYWOOD TRIMMER HEADER/INSULATION DETAIL NTS ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS E WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS PER IRC SEC. 502.112 AND 802.103 AS WELL AS THE TRUSS INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x3O' PER IRC SEC. R801.1. *ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. R806. ALL FRAMING TO COMPLY WITH IRC SEC R802. 6. aA REFER TO SHEAR WALL SCHEDULE. i. 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/BALLOOON FRAME WALLS) 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 RW23 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). ROOF FRAMING PLAN 1/4"=1'-O" 3) 2x6 W/ LGT TO 'BIRDER TRUSS ROOF VENTILATION CALCULATIONS 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. 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. R806.2 - 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 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 NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER 5TUO NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 409s. - 60% BORING IF DOUBLED E LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 6090. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. z Vi ZIC 0� �♦� E zt-� �o ♦ N N O �a EE t� 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2-1839-2L Date: S-S-24 4,01 ❑ ❑ UPPER r-LooR EL-Ee-rRieAL 1/4u= 11—Ou 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. MAIN r-LOOR ELEGTR I GAL /4"=1'-O" ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) t L IGcHT COMBO SMOKE ALARM - CARBON MONO. DET. o 110 V W/ BATTERY C BACKUP CABLE T.Y. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBS EXT. FAN VTOS HEAT DETECTOR INTERCONNECTED PER 314.23 (GARAGE) EV CHARGER (ELECTRIC VEHICLE) ONE PER DWELLING PER SEC R335 IRC SMOKE DETECTOR 110 VOLT PER 314.3 z Vi w� E Z� �zen ♦ N N O �a 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: L2-1839-2L Date: 9-9-24 z 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 11V 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 F15EFZSLASS TAPE MUST BE SOLID TIGHT FITTING TRUSS BLOCKING (SEE DETAIL THIS SHEET FOR EAVE VENTING) 2x8 FASCIA BOARD 76' 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 FACINGS 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 FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION R302.11 • 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 INTERCONNCECT IONS 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. STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/6 INCH TO FACE OF STUD. _X5 AR 2 BOARD IOLa�ENDs TRUSS IN 3(•" FROM PACC Or WALL) tall Ty" X SWB /16" LP PLAMBBLOCK XTMIOR WALL COVMINS: I. PIBBt 612MCNT BOARD 2. TI-11 SIDINS B. WOOD I•IBCR RAWL 4. CEMENT PLASTER (STUCCO) S. STBEL.5IDINS 2X6 WALL STUD THICKNI!S5:2-7/6" MIRW APPROX. YCISHT: -f PSP (FIRW I•IRE TEST: UL R15141, 41-12-qb UL DESISN U556 GAPLE END F I REWALL DETA I L LESS THAN S' TO THE PROPERTY LINE 6A PILE NO. AP 5640 (GENER I G I HOU ONE LAYER No' 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 TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS 0 16' O.C. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. (U-FACTOR 0.056 PER APPENDIX A COMMERCIAL ENEMY CODE) VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD 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. R9052.8.5 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. 15MMOOM 4 FLOOR CONSTRUCTION: i/8' T4G PLYWOOD SUB-FLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) W1 IN 3r" R-60 INSULATION HALL BATH MIN. 6x6 PT POST No' 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 7f6' SHEATHING EXTERIOR WALL COVERING PER PLAN EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 ATTIC SPACE ZMANUF TRUSSES 24'0.C. SEE ROOF FRAMING PLAN HALL BATH TYP. INT. WALL (2)2x4 TOP fE 2x4 STUD a 16' O.G. 1/2' GWB EA. SIDE 2x4 BOT. fE STAIR NOTES: PER IRC R311.1 • STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND BOTTOM. • ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR CONSTRUCTION. MAXIMUM RISE TO BE 1-3/4'. MINIMUM RUN TO BE 10'. • MINIMUM HEAD HEIGHT TO BE V-8'. • MINIMUM STAIR WIDTH TO BE -16'. PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. PROVIDE GUARD RAILS AT LANDINGS MINIMUM 3V HIGH W/ CLEAR SPACE • HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS 1 I/4' NOR MORE THAN 2' IN CROSS SECTIONAL DIM. WINDING TREADS PER IRC R311.IB2.1 • SPIRAL STAIRS PROVIDE MIN 1 1/2' RUN ® A POINT 12' FROM WHERE TREAD IS NARROWEST PER IRC R311.1.10.1 CONT. HANDRAIL 34'-38' j / ABOVE TREAD NOSING. PICKETS OPEN SSIIDE1� �( 1' PT RISERS i P.T. 2X12 TREADS TO STRIr M. SATH r HANDRAIL TO BE PRESENT ON 4' SPHERE SHALL ON AT LEAST ONE SIDE OF STAIR HANOGRIP PORTION OF HANDRAILS NOT PASS THROUGH SHALL HAVE CIRCULAR CROSS SECTION OF 11/4' MIN. 4 2' MAX. EDGES SHALL HAVE A MIN. RADIUS OF 4 C, ALL REQUIRED GUARDRAILS TO BE 36' MtIN. IN HEIGHT. fz PENINGS FOR 1ZEQUIIiED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4 INCHES (102mm) TO PASS THROUGH. MIN.-114' MAX NOSING JST. PER PLAN I DBLJST BEAM F L � FUL RAGE A GONM1 LC OVE. iA 10' MIN. 10 TIE AT EA STRINGER TRE (P' SPHERE UNABLE TO PASS THROUGH OPENING a BELOW STAIR INSTALL U2' AR GM • CEILING, AND WALLS (3) 2X12 STRINGERS FIRE BLOCKING • MID -SPAN AND IN STUD WALLS ALONG AND IN LINE NOTCH STRMERS FOR WITH STRINGERS IF AREA UNDER CONT. 2X4 THRUST BLOCK STAIRS IS UNFINISHED 2X4 THRUST BLOCK JST. OR BLICG BELOW Ul/ lbd NAILS • 12' O.C. TO THRUST BLOCK INTERIOR DECK JOISTS PER PLAN DBL JST HU212 MTL. HANGERS AT EA. STRINGER 3-2XI2 P.T. STRINGERS EXTERIOR HL 35 ANGLE SUPPORT TYPICAL STAIR DETAIL AND NOTES 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. 12 6 (� SEE F OOR FRAMING PLAN ILL 0 Ll GARACGrz T IGHTL INE FOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC u R-36 HIGH DE SITY INSULATION e F 001 DINING FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) SEE FLOOR FRAMING PLAN GR�WLSP�GE (2 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN. a SU I Ln I NG SECTION 3/V11 = I'-O" GRADE 2x SCREENED EAVE VENT BLOCKS WK4) 21/e' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. H Z 2 � OwT Z —RA 1L Q Q ju 0 A..1 OL � CV T_ �L2 Z Ito O Q 1L z� Q � �p O I NO SCALE Z M 00 z ♦♦♦ 0 E yN 2ON * -- 444 W Z 0� o r� zN N N� N x 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer, Plan No: L2-1839-2L Date: 9-9-24 r� At 14'-0' 30'-0' 131-11 36' 36' MIN. LANDING 610 410 XO S/Oxa/0 SGD 63 -av O O 9 r LIN .�Iy-oD �.yu1,8/0x6/0 XO n 8' BCLGTM 'o S la �__, upMAS R BEDROOM xEF. VAUL D CLG.B 9'C 1416'X16'XS' BOX 10ter. 49 GEIPRWIRE U UY' �® ® --m -- 110v ---- 6 9CLROOMCO- LS SD. 9 9 DIRECT VENT NATURAL 1NM.EHSPF 95 METAL FIREPLACE INSTALLI FURN BTU/HR BAR EATWx- b' Sa K OUTSIDE AIR4'-II 2 6' 4,288 3'-3' 6'-1' 3''s4' 40 - � O IC _ - x BEDROOM-2 e ® I m1 it \ � O b 8 GLG- I q r in u n`1 I/ _ Ii �I 6 p a I L__A ® 2 � �..8 s t`a (�' A It 0 9'- Ll 4'-il' ` 1• 6'-by - - BATH 9 All PANASONIG - - 8' �GEp� in A U 6 eO WHISPER QUIET 717 t� 50 CFIN �� 0 N 0 CONTINUOUS 4vt0 COPYRIGHT 201 LEC. HEAT v 0 EXHAUST FAN - m Landmark Design WATER HEA ® - i - ;p OR EQUAL 0 g/ROYM� n 0 �U BEDROOM-3 DN I R 0 X36' MIN ® U� )R UND R STAIR ( �`� 0 CLG. • O- DING Old, / UK 2M2 MIN. IwItD PROTECTION 0 x Q7 C \ '-�, X `fl W/ OPT. DR / HWH NOTES PER R302.1 X ;q •r 0 lU -� u - PROVIDE EXPANSION TANK - - 110Y- - PROVIDE SEISMIC STRAPPING / 3 Q IL IL- TPRV TO TERMINATE TO TSIDE ie S.D. v /�� in I I 0 `S LIN - PILOT 44 CONTROLS TO BE 18' ®BP I I 'f IL a '' MIN. OFF FLOOR I w 3: - W v - PER ASH RAE 90-A-80 F I/2 WALL W/ II WD. CAP • - - ZO •9 _j 1 9 - NA7 GAS WATER HTR W/ MIN EF - - ----- Q -t ! e H OF 0b2 Q - - - - - - - - iv IlOOV o 9 HEAT DETECT - ELECTRIC 0.931C WATER HTR W/ MIN. EF m LL ®BP S.D. PE T OW INTERCONNECTED I R 3'-4' 3' 5 4'-3 .9 PER 31423 2 CAR 6ARA6E 7 8'- 2'- USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS_ (1) LAYER 5/8' TYPE LEDGE in 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS I/2 WAL W/ --"' n AND BEAMS IN I/2' GWB W 9 iv S BEDROOM-4 5/0x2 FX NO DUCT OPENINGS ZQ M 0 0 N. IN GARAGE. ® 0 0 B IDUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN.'26 GAGE STEEL. �y_( p k t(0 BL JE IS AWG TRAC R j ... _ _ • -- - 0 F '!� EGRESS WIRE REQUIRED ANON- I s ® METAL WATER SE ICE If 110, E`3 9GLCs 5/0x4/6 XOX I PIPING PER UPC 6 4.9u v 2X STUD WALL / CONC WALL 2-1/44 0 X 5' LAG BCIEWB e STUD WALL 2-3/84 0 X 5' BOLTS W/ SMOSON VGC ADHESIVE • CONC WALL 16RGA STEEL STRAPPING W TI HM THE UPPER ! L ORU.ER ONE-THIRD OF THE APPL. 4 A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO GWB a BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED • CONC WALL 16 GA STEEL STRAPPING WITHIN �HEUPPE14 �OIRUER ONE-THIRD OF THE APPL. 4 A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - BASE TO FLOOR CID 5'-6' wl UFFER FLOOR PLAN 1/4" =1'-O" NO SCALE 9'-6' 2'-0' 2'-0' 3'-6. 3'-6. 19'-0' 4'-0' LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 15 INCHES FROM TOP OF THRESHOLD. (R31I3.1) MAIN r-LOOR PLAN 1/4"=1'-O" MAIN FLOOR: 555 50. FT. UPPER FLOOR: 1004 50. FT. TOTAL: 183Q 50. FT. 67ARASIE: BaO 50. FT. PORCH (FRONT) : 14 90. FT. WHOLE HOUSE VENTILATION: REFER TO SHEET N-2 TABLE 1505.430) 4 1505.43(2) FOR FAN SIZING AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. GENERAL NOTES: I. ALL WORK TO BE IN CONFORMANCE WITH 2O18 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 SHOUTER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. SHOWERHEADS 4 KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 10 G.PM FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS- S. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN IS' OF FLOOR TO BE SAFETY GLASS 9. 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. 0 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. R315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR 4 OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2018 IRC 4 WA. STATE AMENDMENTS SEC R315. 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC R40353. 12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-8 PER WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED TO BE USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER R30352. 14. GAS PIPING IS TO BE PROTECTED PER G2415.1. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM TRACK TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.45.L THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET00b68mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE MI502.45.1. 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 2010 WSEC TABLE R402AJ.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 AIR 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 G2439.15. 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 G24395. = 100 SQ INCH TRANSFER GRILL 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 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 RE=IRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING 18 PROVIDED. 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. • rz V 6 a � � A�w 0 • � ♦ ♦ yN E m z e N y n Z (11) a �h • NN O .. �a 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: L2-1839-2L Date: 6-28-23 2 GENEAL &TfRUGTUfRAL 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 CATAGORY II, EXPOSURE B, Kn = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D Ss = 1.5 - IBC FIGURE 161330) Sc* 1.0, 1e - 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 SURF -ACES 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 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 41/2% ilB% 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 1140" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT COMERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING BARS PROTECTION 11/2 u 11/2" ("5 AND SMALLER) 2" (% AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF*2 OR BETTER POSTS DF1"2 OR BETTER 2x FRAMING HM 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 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 UN.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 AI90.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F-V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS UN.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2000 PSI, E = 1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO.08615-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2 ". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. 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 is 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 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 -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 6 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS 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 UN.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY aid" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" 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 6" 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 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), 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 SCHEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) 1/2" CDX Sd 6 6" O.C. 5/8" ,0 (00" O.C. Qa II = 230 PLF OR OSB 1/2" CDX 8d G 4" O.C. 5/8" ,9 32" O.G. Qall = 350 PLF OR OSB 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-II 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 SIMP60N 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 230832 AND OF HOT -DIPPED ZING -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. 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. ❑ ❑ a a a ° 2'-0" a < z'- ADD 04 J BAR FOR a STEPS EXCEEDING 2'. 4 S° ° MAX 1 MAX CONTINUOUS FTG. MINIMUM FEINFORCEMENT STEPPED FOOTING DETAIL 810 SCALE: 3/4" • I -0" MSTC40 HOLDOWN. ALIGN WITH EMBEDDED STND TYPE 14OLDOUN BELOW. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SHEATHING 4 NAILING PER PLAN. MATCH WALL ABOVE UN.O. FINISH GRADE Ibd 6 16" O.C. SOLE PLATE NAILING. 3/4" SUBFLOOR /,/-(3) ad JOIST -TO -TOP PLATE UNA. MAINTAIN 4fMIR 11/2" END DISTANCE. 2 x 6 STUD ® 16" O.C. USE -D5L STUD ® ENDS OF SHEAR WALLS 4 HOLDOWNS. 2x PT SILL w/ 5ka" OANCHOR MAX - BOLT 4 3" x 3" x Ii4" WASHER AT V-0" O.C. UN.o. (ALT. MASA 5 48" OL) STND TYPE HOLDOWN PER PLAN. -"4 BAR * 10" O.C. - HORIZ BAR a 16" oz. - VERT. FINISH GRADE (36° 04 BAR CONTINUOUS p (TYP OF 2) D p � p D � 8" I'-4" r2"� CRIPPLE WALL WITIH BACKFILL FOUNDATION s� SCAM 34" • I'-m" G0P'I'RIGHT 2024, SEGA ENGINEERS W OWA 0� �o A I m 0 co co � o m U 0 a b a cQ 0 cq w cq cq I JOB sag -OHO RATED SHEATHING PER PLAN Sd Is b" O.C. SHEATHING 4 NAILING PER NOTE: NOTE: (4" O.C. SIM.) PLAN OR SCHEDULE. SEE ARCH FOR FLASHING '/2" RATED SHEATHING w/ — REQUIREMENTS. TRUSS TO DEVELOP �t �� ad � �" O.C. TO FRAMING CAPACITY OF CONNECTOR � � W STAGGERED SHEATHING 8d a 4 O.C. PER PLAN. EXTEND OVER Hl FRAMING ANCHOR TRUSS PER PLAN _" m 1Y 2x VENTED BLOCKING. EACH TRUSS. USE H10A-2 �/ @ LLO � �� At pBL TRUSS. ROOF SHEATHING ad 6 O.C. GABLE END TRUSS. 1 PER PLAN 2x BLOCKING pBL 2x TOP PLATE. 1 (BEAM AT SIM.) � N can L1 � A35 o 48" O.C. (USE 24" O.C. 2x STUD 2x VENTED BLOCKING. TRUSS PER PLAN pBL 2x TOP PLATE. LAP AT SIM.) OR SPLICE PANEL CONNECTOR STRAP ENE) NAIL TO TRUSS DBL 2x TOP PLATE. LAP SPLICE SPLICE 4'-0" MIN. 4 NAIL w/ ON DBL TOP PLATE. PER PLAN. EACH END w/ (2) Sd. 4'-o" MIN. 4 NAIL w/ 16d s 4" O.C. 16d 9 b" O.C. STAGGERED. 2x BRACE PER TRUSS SUPPLIER TRUSS OR RAFTER NOTE: STAGGERED. ADD L5TA24 TO f OR is 48" O.C. SECURE w/ A34 PER PLAN INSTALL CONNECTOR PRIOR WALL SHEATHING AND NAILING SPLICE PER PLAN SHEATHING 4 NAILING PER EACH ENE). ADD 2x STIFFENER TO PLACING COMMON TRUSSES PER PLAN OR SCHEDULE. PLAN OR SCHEDULE. SPLICE WHEN LENGTH EXCEEDS 12 2x STUD (NOT 6 SIM) SPLICE TO OCCUR ON COMMON 2x FRAMING PER PLAN. TO OCCUR ON COMMON 2x NAILER OR TRUSS o _\ MEMBER OR BLOCKING •� MEMBER OR BLOCKING. 2x BALLOON FRAMING w/ 16d Is 8" O.C. ° a PER PLAN. w a ao 1 T''PIGAL ROOF FRAMING CONNECTION 2 ROOF FRAMING o GA5LE END 3 ROOF FRAMING 5HEAR WALL DRAG STRUT CONNECTION � a 52.0 SCALE: V = I'-0= S2 0 SCALE: P = P-0" S2 0 SCALE: V = I'-0= S2 0 SCALE: P= I'-0° 4� b U q 16d IV' O.C. SOLE MSTC HOEDOWN 16d o 8" O.C. SOLE DBL 2x TOP PLATE o PLATE NAILING. STRAP PER PLAN PLATE NAILING. FLOOR TRUSS PER PLAN w (3) Ibd TO TRUSS WEB (TYP.) SUBFLOOR PER PLAN c m SUBFLOOR PER PLAN i ---- --- --- --- --- --- --- --- --- -------------------- ` /2x RIBBON NAILER (TYP) SUBFLOOR PER PLAN i2 SHEATHING w/ Sd ad o 4 O.C. HDR PER PLAN. - - - - - - - - - o ------r-----T- 2x CONTINUOUS RIBBON (3) Sd JOIST -TO -TOP Sd 4" O.C. 6 b" O.G. EDGE NAILING. 2x FRAMING w/ (3) 'co PLATE U.N.O. MAINTAIN SHEATHING 4 NAILING INOT MANF PANEL) Ibd TO TRUSS WEB j M Al MIN. 11/2 END DISTANCE. PER PLAN. PANEL EDGES , 111 MSTC HOEDOWN t0 OCCUR ON COMMON , j I 1 f 3x BLOCKING. EXTEND En b STRAP PER PLAN MEMBER OR BLOCKING. j j 1_0! (2) BAYS (24" MINIMUM) cQ TRUSS PER PLAN I OR TO CORNER. cQ SHEATHING 4 NAILING PER PLAN, j j (TYP) rn SPLICE TO OCCUR ON COMMON ------- ----- ------ --------- TRIMMER STUDS) MEMBER OR BLOCKING i/ „ WCQ Nk 2 SHEATHING INFILL BLOCKING w/ 2x FRAMING PER PLAN. jcQ FLOOR TRUSS I/2" SHEATHING INFILL BLOCKING 8d o b" O.C. EDGE NAILING OR (BEAM AT SIM) j w/ ad 's b" O.C. EDGE NAILING. MANUFACTURED BLOCKING PANEL. KING 5TUD—\ PER PLAN (NOT AT MANF. BLOCING PANEL) lbd 4" O.C. 2x FRAMING PER PLAN. Ibd o 4" O.C. (BEAM SIM.) 2x DBL TOP PLATE. LAP SPLICE —N \_4'-O" MIN. 4 NAIL w/ 16d tv 4" SHEATHING 4 NAILING PER _/� O.C. STAGGERED. 2x FRAMING PER PLAN. PLAN OR SCHEDULE. j j 1/2" RATED SHEATHING 4 LStA SCRAP PER NAILING PER SCHEDULE. j 5 TIFIGAL FLOOR FRAMING CONNECTION FLOOR FRAMING 6 CANT. JOIST FLOOR FRAMING Q INTERIOR 5HEAR WALL PLAN (TYP). S2 0 SCALE: V = 1'-0" 52.0 SCALE: V = 1'-0" S2 0 SCALE: V = V-0" j 2x SILL PLATE j Sd a 4" O.C. 2x BLOCKING j 2x BLOCKING w/ 2x BLOCKING w/ l3) Sd Ibd IV' O.C. SOLE 1 __ __ — — — —--------- NOTE: lbd Is 8" O.C. ad b" O.C. 2x STUD PER PLAN. USE MINIMUM----'----1 PLATE NAILING. -T-T--- * ' � ' + " ' '--=----'--'----' � - 2x FRAMING PER PLAN TOE -NAIL TO 4x BEAM 4 (2) 2x STUD o ENDS OF SHEAR SEE ARCH FOR FLASHING lbd 4" O.C. SOLE (2) Sd TO JOISTS. WALLS 4 HOEDOWNS. SEE SHEAR 3/4" SHEATHING REQUIREMENTS. SUBFLOOR PER PLAN WALL SCHEDULE FOR 3x STUDS. ANCHOR BOLL w/ 3"x3"x'i " PLATE NAILING. 4 3x BLOCKING ��i" RATED SHE H JOIST PER PLAN SHEATHING 4 NAILING PER WASHER SEE SCHEDULE FOR (TYP) 4 NAILING PER AN. SIZE 4 SPACING.USE 5�a"� AT SUBFLOOR PER PLAN 2x4 w/ (8)16d At PLAN. SPLICE TO OCCUR 2x CONTINUOUS RIBBON f BEAM PLICE. ON COMMON MEMBER b0 O.C. UN.O. S 5HEAR WALL FORCE TRAN5FER DETAIL 2x4 GUSSET EA (NOT A METAL CAP) OR BLOCKING. 2x Pt SILL 8 o SCALE: P = I'-0= SIDE w/ (8) 16d \t / !1 #4 AR - HORIZ. TRUSS PER PLAN (ALT. METAL CAP) 6" MIN. (NOT a S.00x.) 4x4 t POST 12" MAX. P P FINISH GRADE �! � StHD HOEDOWN PER PLAN. (4xb At SPLICE) (S.O.G. 6 SIM.) I + + + 181' #4' BAR 6 24" O.C. - VERT. (� MAB ANCHOR LSt 24 BAR SIDE) (ALT. A34 ANCHOR MIN. I'-(o" MIN a 1b11 HANGER BY TRUSS SUPPLIER FLOOR TRUSS PER PLAN tW0 SIDES) 12�� 4'-0" MAX. � a #4 BAR CONTINUOUS 2x TOP PLATE MINIMUM NAIL SHEATHING TO HDR MINI I oD w/ 8d � 3" O.C. EACH WAY. � 2x BLOCKING �► MONO -TRUSS FTG PER PLAN D o 0 8 0 _ HDR PER PLAN. EXTEND OVER PANEL t0 KING STUD. ./ ((0)16d KING STUD TO MSTG HOEDOWN BEAM PER PLAN. FINISH GRADE o 8" I ' ' ' ' ' ' #,t HEADER CIDPER PLAN I'-4" k��' � + • + LH ill 9 5HEAR LUALL FRAMING AT SEAM 10 FLOOR FRAMING AT CRAWL 5PACE 11 FOUNDATION AT CRAWL 5FACE f � � �--- �' f� I, 2x KING STUD w/ 2x SCALE: � � -0 - 1 0 SCALE: ill r = -m" s2 m SCALE: ill r = -m" FASTEN TOP PLATE TO „� CRIPPLE STUD 52.0 _ HEADER w/ (2) ROWS �'i/ Ibd AT 3 O.C. * ,. 4x BLOCKING MIDDLE I '�''' +� 24" IF REQUIRED. + �+ 10'-0" MAX. '�'F. 2x STUD PER PLAN. USE DBL _ •_•_• STUD At END OF SHEAR WALLS l8'-0" SIM) +,+ ' *� � • � '�� ��2" R4 HOEDOWNS. SEE SHEAR WALL ATED SHEATHING (24/0 EXP 1). ':� NAIL w/ (2) ROWS Sd � 3" O.C. At SCHEDULE FOR 3x STUDS. .,., SHEATHING 4 NAILING PER (2) 2x CRIPPLE ++i ''� PANEL EDGES. P OR C D .., ;.� c� STUDS. . :! � 4" SLAB ON GRADE OVER ! :I (2) 2x PLATE. (NAIL MIN. (o MIL VAPOR BARRIER SHT'G TO EA PLATE) o�N FINISH GRADE OR _ + _+= �* WAS �T SLAB ON GRADE TOP OF STEM WALL ;�- ; -,-;---;- �, =I, 2x Pt SILL w/ ANCHOR BOLT ELEV. VARIES rj� r StND HOEDOWN a ' 43 x 3" x 1/4 WASHER PER ER PLAN PLAN OR SCHEDULE. USE STHD14 HOEDOWN UNO. 2x Pt SILL I 1MIN. a ' 5/84 a boll O.C. MIN. (2) 5%4 ANCHOR BOLT w/ MIN. °' �" EMBEDMENT 4 3" x 3" x �i4" 811-#4! BARS 24" O.C. -VERTICAL GALVANIZED 1E WASHER O FOUNDATION PER PLAN. #4 BAR CONT. MIN. 8" THICK STEM WALL w/ 8(TYP) #4 BAR HORIZ. TOP 4 BOTTOM. 12 PORTAL FRAME PANEL 5 2 vl=�o: 010 13 FOUNDATION AT 5L,48 ON GRADE 52.0 SCALE: NONE s20 SCALE: V = 11-0" C0PYF1eHT 2024, 5EeA ENe1NEER5 JOB 013