The URL can be used to link to this page

Building Plans Lot 29; < ; ; Erz-:v.ry J. J. 6. 3/Ox4/p XO S.G. 8/Ox4 0 XOX z O O EGRESS p m MASTER x BATH r W 6' CLG. r 0 � x x 3' 3'_21 2,_go ,_6, cn EP. ih 5 0 MASTER '; BE�7ROOM _ � 3 CFM b 6' CLG. 01 -1 LIN. lO 0 CLOSET 6' CLG. 4'-11? g_3 I 4'-1' PANASONIC LIN. UTILITY WHISPER L----- ---:�j 8' CLG. t D QUIET -� 160 CRI BP ® U1AP, I Y.t CONTINUOUS MIN. HSPF 9.5 EXHAUST ---------- MAX BTU/HR _ FAN OR ; n URN Cn xx xxx 0 EQUAL �4 cn BP ® t. IL 34'-38' WALLS I I I 1 AD NO SING. a MECH I I II o 0 LOFT/OPT. BED 3 l i I lto c IIC1 Q l i i xCD e 0 �r 8' CLG. II U I O N t0 BELOW II 0 ill 0 1Ke - II pU_II o41I II LIJ0 II 2?11 - u0 W/ OPT. 110V JJ - 4 1 1 j BEDROOM i _ 7'-4' 3'-14'CN 'n 5'-1&' M 11R M 0 � EF. BATH n 50 CFM 8' CLG. 1 0 0 0 1 110V 0 BEDROOM 2 1101/ 0° I 1 S.D. 8' CLG. S.D. I N 1 I r BP e PLAYROOM I 8' CLG. m I 1 EGRESS ® I 5/Ox4/ XO 4"I BP I � I e I ' I � 2/Ox4/ FX EGRESS I 5/Ox4/ X v-0j' 6'-0' J. 3'-2' 5'-21, 5'-10' J. 9'-2' 12' -0' 1' -0' 11' -0'4.0 UPPER r-LOOR FLAN 1/4"=1'-O" Cn 1 CV _ 5'-11�' •_ 4''0�' _ 10'-0' •_ 10'-0' - CIOVER.Ev PAT 10 • I I CO C. II 1 41016 XO SINK DID 77 0 x 0 OPT. BUILT-INS GREAT ROOM 9' CLG DIRECT VENT NATURAL GAS METAL FIRI-EPLACE INSTALL PER MFR SPECS. PROVIDE 6' SQ IN OUTSIDE AIR DINING ROOM 9' CLG 0 IN 0o HEAT PUMP HWH WATER HTR 1348' MIN. SOLID CORE SELF CLOSING DOOR IMPACT BARRIER WOOD,STEEL OR 20 MIN. RATED 0 aD 36'X36' 6AR4GE USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE, 'X' ON CE IL INGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB NO DUCT OPENINGS IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, = MIN. 26 GAGE STEEL. EV+ HEAT DETECTOR 0 INTERCONNECTED CQ PER 31423 H - (GARAGE) o H BLUE 18 AWCx TRACER WIRE REQUIRED AT NON- METAL WATER SERVICE PIPING PER UPC 604.9 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 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. 16/0 x 6/0 O.N. DOOR 16'-3' R.O. VA N 1 of of r x e 61 Ln �t VALLER 0 1 IR O ECTIAON `r =R R302.1 416514 LAIs DING A 'EXIT' DOOR N01 TO BE LOWER THAN 1.5 INCHES FROM TOP OF THS ESHOLC(R3113.1) 9'-6' J. 2'-4' 2'-5' 3'-1' 3'_1j' 10, 4'-9' 6' _3' 30'-0' MAIN LOOR PLAN /4" =1'-O" MAIN r-LOOR: UPPER FLOOR: TOTAL: GARAGE: FRONT PORCH: REAR PORCH: 9 COPYRIGHT 2018 Landmark Design Inc. ALL RIGHTS iRESERvED 2X STUD WALL / CONIC WALL 2-1/4' 0 X 5' LAG SCREWS ® STUD WALL 2-3/8' 0 X 5' BOLTS W/ SIM SON VGC ADHESIVE a CONIC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER t LOWER ONE-THIRD OF THE APPL. < A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO GWB s BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED ® GONG WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER t LOWER ONE-THIRD OF THE APPL. < A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - BASE TO FLOOR No scALe WATER HEATER SUPPORT GENERAL NOTES: 1. TH A It WITH A MAt IA HA IN A tH A 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 4 KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS t0 BE LIMITED t0 MAXIMUM 1.0 G.P.M FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN IV 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 t OUTSIDE OF EACH HWH NOTES SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE - PROVIDE EXPANSION TANK BEDROOMS. PER 2021 IRC E WA. STATE AMENDMENTS - PROVIDE SEISMIC STRAPPING SEC R315. - TPRv TO TERMINATE TO 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC OUTSIDE R403.53. - PILOT � CONTROLS TO BE IS' 12. ALL DUCTS t EXHAUST DUCTS IN UNCONDITIONED MIN. OFF FLOOR SPACES SHALL BE INSULATED TO A MINIMUM OF R-8 PER - PER ASH RAE 90-A-60 WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN - NAT GAS WATER HTR W/ MIN. EF THE GROUND SHALL BE INSULATED t0 R-10 WITH OF 0.62 INSULATION DESIGNED TO BE USED BELOW GRADE. - ELECTRIC WATER HTR W/ MIN. EF 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO OF 0.93 WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER R303.52. 14. GAS PIPING IS TO BE PROTECTED PER 324151. 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 PLACES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 15. ATTIC E CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE E WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET00.668mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 16. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING OS I SAC. r-T. 021 RESISTANCE OF R-3 PEER R NCH MINIMUM PER WSEC I42a //�� 0. PT, UTILITY ROOM NOTES/MAKE UP AIR: PER IRC TABLE R402.4.1.1. 250cl 50. fT. I.E EXHAUST D IS. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE TO A SUPPORT AT THE TOP PLATE(DBL. TOP PLATE WITHIN THE BUILD NG CONSTRUCTION AND THE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS OR BEAM/HEADER) PER SEC. Rro023(TWO-STORY/ 5C15 50. fT. 35 FT., THE EQUIVALENT LENGTH OF THE BALLOON FRAME WALLS) 8 =7 50. r-T E . PERMANENT LABEL OR TAG. HE LABEL R rt 4 SQ f=7 LOCATED WITHIN & FT E . . EXHAUST DLL BE CONNECTION PER G24 S. .5. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 WHOLE HOUSE VENTILATION: CFM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET IS DESIGNED FOR THE *REFER TO SHEET N-2 TABLE 1505.430) t INSTALLATION OF A CLOTHES DRYER, AN 1505.43(2) FOR FAN SIZING AND RUN TIMES 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. = 100 SQ INCH TRANSFER GRILL Z 00 0 0-4 T� M AV °U z a ♦♦♦ E yN E � SON F" A gym oo yn h N� 0 �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: L2-2509-2L Date: 11-21-24 0j, m cq 0 c� 2'-9' 3/Ox4/ip XO S:G. 8/0x4kO XOX Z EGRESS O O d) O N i-- MASTER x w BATH 8' CLG. ' r 0 x 0 3._ 3._21, 2'-S1 140. LO 5F� FMm MASTER ' BEDROOM 3 6lO FM wuhL � 8' CLG. PLAYROOM 8' CLG. FX 110V O BEDROOM 2 S.D. 8' CLG. BP 6'-0' 3'-2' 01 9'-2' 0 2'-10' 12'-0' 30'-0' UPPER I=LooR FLAN /4" =1'-O" EGRESS N 0 ' �4 �4 0 cp N cn kTl :O C. 0 x 0 'I��1_tal-�3•� SINK DID OPT. BUILT-INS I GREAT ROOM 9' CLG DIRECT VENT NATURAL GAS METAL FIREPLACE INSTALL PER 11 R SECS. PROVIDE V SQ IN, OUTSIDE AIR DINING ROOM 9' CLG KITCHEN 4'-5' 4'-t0' -' it 9' CLG PNTR N REFRIG. - - 2X6 9' CLG IJNI N N P T7 . 60 0 i� �� O��iO��io�000�000000000000000�000000000000000�00000000�0�0000�000�� 0o HEAT PUMP HWH WATER HTR 13W MIN. SOLID CORE SELF CLOSING DOOR IMPACT BARRIER WOOD,STEEL OR 20 MIN. RATED _ 0 aD 36'X36' ® 6AR4GE USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE, 'X' ON CE IL INGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB NO DUCT OPENINGS IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. `,� El HEAT DETECTOR 0 INTERCONNECTED CQ PER 31423 H - (GAR.AGE) o H 16/0 x 6/0 O.N. DOOR 16'-3' R.O. 9' CL 0 eel N r O x 0 0 0 VALL 0 ;n ER STAIR OTECTION `r =R R302.1 EF CFh'I �� BATH n 9' CLG 416 SH LANDING 'EXIT' DOOR NOT TO BE LOWER "HAN IS INCHE FROM TOP OF THRE HOLD. ( 113.1) 5'-10' BLUE 18 AWG TRACER WIRE REQUIRED AT NON- COPYRIGHT 2018 METAL WATER SERVICE PIPING PER UPC 604.9 Landmark Design Inc. 9'-6' i'Or J. 2'-4' 2'-5' 3'-11, 3'-1j' ALL RIGHTS RESERVED It 01 19' -0' 4' -9' 6' -3' 400* 30'-0' lvl'AIN L-00R FLAN INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 IRC 1/e, 11_ 1 1_011 -1 INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS MAIN r-LOOR: THAN I FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH pp p p U I- I- I` L.00 I` FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. TOTAL: EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, GARAGE: CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 IRC FR OIV7 ORGH: EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL REAR ORGH: LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE I- 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. 2X STUD WALL / CONIC WALL 2-1/4' 0 X 5' LAG SCREWS ® STUD WALL 2-3/8' 0 X 5' BOLTS W/ SIM SON VGC ADHESIVE a CONIC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN tHE UPPER t LOWER ONE-THIRD OF THE APPL. < A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO GWB s BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED ® GONG WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER t LOWER ONE-THIRD OF THE APPL. < A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - BASE TO FLOOR NO SCALE WATER HEATER SUPPORT 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 # KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.P.M FLOW. -1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN IV 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 E OUTSIDE OF EACH HWH NOTES SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE - PROVIDE EXPANSION TANK BEDROOMS. PER 2021 IRC 4 WA. STATE AMENDMENTS - PROVIDE SEISMIC STRAPPING SEC R315. - TPRV TO TERMINATE TO 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC OUTSIDE R403.53. - PILOT 4 CONTROLS TO BE IS' 12. ALL DUCTS # EXHAUST DUCTS IN UNCONDITIONED MIN. OFF FLOOR SPACES SHALL BE INSULATED TO A MINIMUM OF R-S PER - PER ASH RAE 90-A-60 WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN - NAT GAS WATER HTR W/ MIN. EF THE GROUND SHALL BE INSULATED TO R-10 WITH OF 062 INSULATION DESIGNED TO BE USED BELOW GRADE. - ELECTRIC WATER HTR W/ MIN. EF 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO OF 0.93 WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER R303.52. 14. GAS PIPING IS TO BE PROTECTED PER G2415.1. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 15. ATTIC E CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE E WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 16. CAVITIES WITHIN COMERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING OS I SAC r-T. WITH A THERMAL IAL . UTILITY ROOM NOTES/MAKE UP AIR: OF R-3 PERRHAVING RESISTANCE INCH MINIMUM PER 2021 WSEC 1428 //�� 0. PT. PER IRC TABLE R402A.1.1. 250cl 50. fT. I.IN E EX HAUST DUCT 15 CONCEALED 19. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE TO A SUPPORT AT THE TOP PLATE(DBL. TOP PLATE WITHIN THE BUILDING CONSTRUCTION AND THE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS OR BEAM/HEADER) PER SEC. R6023(TWO-STORY/ 5C15 50. fT. 35 FT., THE EQUIVALENT LENGTH OF THE BALLOON FRAME WALLS) 8 =7 50. r-T E . PERMANENT LABEL OR TAG. HE LABEL R rt 4 SQ f=7 LOCATED WITHIN 6 FT E . . EXHAUST DLL BE CONNECTION PER G24 S. .5. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 WHOLE HOUSE VENTILATION: CFM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET IS DESIGNED FOR THE *REFER TO SHEET N-2 TABLE 1505.430) t INSTALLATION OF A CLOTHES DRYER, AN 1505.43(2) FOR FAN SIZING AND RUN TIMES OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS PER G243c3B. = 100 SQ INCH TRANSFER GRILL Z 00 0 0-4 T� M AV °3 z a ♦♦♦ E yN C � SON ��. F" A g y m 4 00 yn z00 �h N� 0 �a r- 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: L2-2509-2L Date: 11-21-24 2*1 STAIR NOTES: PER IRC R311.1 SOLID TIGHT FITTING TRUSS BLOCKING MIN. 6x6 PT POST (SEE DETAIL THIS SHEET FOR EAVE • STRINGERS TO 5E FIRE BLOCKED AT BOTH TOP AND HANDRAIL TO BE PRESENT ON VENTING) BOTTOM. • ALL USABLE SPACE UNDER STAIRS TO 5E I HOUR 4 SPHERIE SHALL ON At LEAST ONE SIDE OF STAIR. HANDGRIP PORTION OF HANDRAILS 2x8 FASCIA BOARD CONSTRUCTION Not PASS THROUGH BALL MIIN. CIRCULAR IMAX ECROSS ER SHALE HAVE AVE nnnn , MAXIMUM RISE TO BE 1-3/4'. A MIN. RADIUS OF'te'. • MINIMUM RiIN TO 5E 101. 4 C. ALL REQUIRED GUARDRAILS TO 5E 36' • MINIMUM HEAD HEIGHT TO BE 6'-S'. MIN. IN HEIGHT. • MINIMUM STAIR WIDTH TO 5E 36'. OPENINGS FOR REQUIRED GUARDS ON LP® FLAMEBLOCK® FIRE -RATED ' PROVIDE CONTINUOUS HAND RAIL 34' TO 35' OFF THE SIDES OF STAIR TREADS SHALL NOT P® LFLAMEBLOCKS FIRE -RATED OSB SHEATHING TREAD NOSING AND MUST EXTEND BEYOND BOTTOM ALLOW a SPHERE 4 INct IEs c102 � ro PASS r ouc 1. 2x6 02 OF STUDS 16' O.G. OSB SHEATHING W/1Smm PYROTITE OR rl/e' TYPE 'X' GWB SHEATHING TREAD.FER tzat2.>3 ATTACH STUDS TO TOP 4 BOTTOM PLATE WITH LAMINATE APPLIED TO ONLY ONE FACE PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED x NNsOSlWX 1'Y4' MAX (3) 16d FRAMING NAILS. OF WOOD PANEL. SHEATHING MUST BE WALKING SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES d CONSTRUCT TOP PLATE OF (2) STUDS INSTALLED VERTICALLY W/HORIZONTAL SIDING OR TRIM PER PLAN • MIN. 36' HIGH W/ CLEAR SPACE PER R312JJ AND R312.1.2 HANDGRIP PORTION OF HANDRAIL SHALL BE � p m INSTALLED HORIZ. AT THE TOP OF THE GYPSUM JOINTS BLOCKED W/PYROTITE NOT LESS 1 1/4' NOR MORE THAN 2' IN a `�" WALL ASSEMBLY AND THE BOTTOM PLATE OF LAMINATE FACING THE OUTSIDE 4 MUST CROSS SECTIONAL DIM. A SINGLE STUD. INSTALL 2x6 WOOD STUDS BE ATTACHED TO THE STUDS W/1i/8' 6d NO SCALE . WINDING TREADS HORIZ. AS GROSS -BRACING POSITIONED AT COMMON NAILS SPACED 6' O.G. AROUND POST DETAIL FOR STRUCTURES PER IRC R311.15Z.t MID -HEIGHT OF THE WALL. PERIMETER 4 12' O.0 IN THE FIELD. LESS THAN 5' • SPIRAL STAIRS tm' MIN. 6' SPHERE UNABLE FROM PROPERTY LINE PROVIDE MIN 1 1/2' RUN A POINT 12' TO PASS THROUGH OPENING 51/2' THICK NOMINAL 3 PCF DENSITY FROM WHEN TREAD 15 NARROWEST GTALL M CEILING, SAND WALLS L& UNFACED MINERAL FIBER BATT W/ IN 3o " PER IRC R311.1.10.1 A a INSULATION FRICTION FIT BETWEEN THE AF50 ROOF VENTS (3) 2XI2 STRINGERS g/8' TYPE 'X' GWB APPLIED WOOD STUDS, GROSS -BRACING <lei(50 SQ. IN. NET FREE AREA) / / FIRE BLOGCMCs a MID -SPAN AND VERTICALLY TOP/BOTTOM PLATES. IN STUD WALLS ALONG AND IN LINE W/ HORIZONTAL JOINTS BLOCKED AND CONT. HANDRAIL 34'-38' / WITH STRINGERS IF AREA UNDER FASTENED W/6d CEMENT COATED Iva' NOSINCs. / 2X4 THRUST BLOCK STAIRS IS UNFINISHED CUP -HEAD DRYWALL NAILS W/0915' WEATHER BARRIER FASTENED OVER THE SOLID TIGHT FITTING TRUSS BLOCKING PICKET PER: IRC ON OPEN SIDE INTERIOR SHANK DIA. 4 1/4' HEAD DIA. SPACED 8' SHEATHING USING SUFFICIENT FASTENERS / O.G. ALONG STUDS 4 PLATES. EXPOSED TO PREVENT AIR POCKETS IN THE WRAP / DECK FASTENER HEADS AND WALLBOARD 1' PT RISERS IST JOS PER PLAN JOINTS MUST BE TREATED WK2) COATS 2x8 FASCIA BOARD OF GYPSUM COMPOUND. A MIN. 2' PAPER, EXTERIOR WALL COVERING: D5L JST PLASTIC OR FIBERGLASS TAPE MUST BE 1. FIBER CEMENT BOARD 2x STUDS PER PLAN P.T. 2XI2 N FIRST LAYER OF (OVER 2. T1-11 SIDING HU212 COBEDDEDMPO ND WALLBOARD JOINTS. 3. WOOD FIBER PANEL X6 SHEATHING TTO STRIN�E MTL HANGERS 4. CEMENT PLASTER (STUCCO) AT EA. STRINGER 5. STEEL SIDING EXTERIOR WALL COVERING 3-2x12 P.T. STRINGERS PER PLAN 36'X36' M1N. EXTERIOR PAt D CLOP.tIG DESIGN: (ICC-ES REPORT - ESR-1365) WALL TYPE 4.3.4 - 1 HR EXTERIOR WALL ASSEMBLY NO SCALE NO SCALE HL 35 ANGLE SUPPORT EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 E TABLE R302.1 PER IRC 302 4 TABLE R302.1 NO SCALE H I HOUR �1RE-RE515TIVE SETAIL5 J TYPICAL STAIR DETAIL AND NOTES 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. R9052ZB PROVIDE DRIP EDGE At EAVES 4 GABLES W/ A MIN. 2' OVERLAP. 2x SCREENED EAVE VENT BLOCKS W/(4) 21/a' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS Q 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 ENERGY CODE) VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD 4' CONCRETE SLr SLOPE TO DRAIN MASTER BATH R-50 INSULATION COVEREP PATIO GONG 4' BARS 18' O.G. R-50 INSULATION COPYRIGHT 2018 Landmark Design Inc. ALL RIGHTS RESERVED ATTIC SPACE MANUF TRUSSES 24'0.C. SEE ROOF FRAMING PLAN W.I.G. 1111 CLOS. 1111 BEDROOM 2 KITCHEN 115-rulp.-r FLOOR CONSTRUCTION: (2) TOP M 3/4' T4G PLYWOOD SUB-FLR. 2x4 S UD a GLUED 4 NAILED TO 16' O.C. (SEE FRAMING PLAN FOR 2x4 B t. M -SIZE AND SPACING) CRAWLSPACE 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN. - U I Ln I NG SEGTI ON R-60 INSULATION MFT 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. BONUS ROOM FLOOR CONSTRUCTION: 1/6' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) R-50 INSULATION GARAGE USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB TIGHTL INE FOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC 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 INTERCONNCECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. R3021. 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. GRADE STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25'/0, BORING 4090. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. Z 0 'n �Q� a I�i rf 00 g w � •:• 3 �W �♦� E • ® h Z o yn �° ♦ cv Nx CA ii 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-2509-2L Date: 11-21-24 5/SII= I'-O" - NON -BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/6 INCH TO FACE OF STUD. STAIR NOTES: PER IRC R311.1 SOLID TIGHT FITTING TRUSS BLOCKING MIN. 6x6 PT POST (SEE DETAIL THIS SHEET FOR EAVE STRINGERS TO BE FIB BLOCKED AT BOTH TOP AND HANDRAIL TO BE PRESENT ON VENTING) BOTTOM. • ALL USABLE SPACE UNDER STAIRS TO BE I HOUR 4' SHALL ON At LEAST ONE SIDE of STAIR HANDGRIP PORTION OF HANDRAILS 2x8 FASCIA BOARD CONSTRUCTION Not PASS THROUGH BALL MIIN. CIRCULAR IMAX ECROW ER SHALE HAVE AVE nnnn • MAXIMUM RISE TO BE 1-3/4'. A MIN. RADIUS OF Ls'. , MINIMUM RiIN t0 BE 101. 4 C. ALL REQUIRED GUARDRAILS TO BE 36' • MINIMUM HEAD HEIGHT TO BE 6'-S'. MIN. IN HEIGHT. • MINIMUM STAIR WIDTH TO BE 36'. OPENINGS FOR REQUIRED GUARDS ON LP® FLAMEBLOCK® FIRE -RATED ' PROVIDE CONTINUOUS HAND RAIL 34' TO 35' OFF THE SIDES OF STAIR TREADS SHALL NOT ,! P® LFLAMEBLOCK8 FIRE -RATED OSB SHEATHING TREAD NOSING AND MUST EXTEND BEYOND BOTTOM ALLOW a SPHERE 4 INct ES c102 � ro PASS r ouc 1. 2x6 02 OF STUDS 16' O.G. OSB SHEATHING W/15mm PYROTITE OR rl%' TYPE 'X' GWB SHEATHING TREAD.FER tzat2.>3 ATTACH STUDS TO TOP 4 BOTTOM PLATE WITH LAMINATE APPLIED TO ONLY ONE FACE PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED x NNsOSlNG 1'Y4' MAX (3) 16d FRAMING NAILS. OF WOOD PANEL. SHEATHING MUST BE WALKING SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES d CONSTRUCT TOP PLATE OF (2) STUDS INSTALLED VERTICALLY W/HORIZONTAL SIDING OR TRIM PER PLAN • MIN. 36' HIGH W/ CLEAR SPACE PER R312JJ AND R312.1.2 HANDGRIP PORTION OF HANDRAIL SHALL BE � p m INSTALLED HORIZ. AT THE TOP OF THE GYPSUM JOINTS BLOCKED W/PYROTITE NOT LESS 1 1/4' NOR MORE THAN 2' IN a `�" WALL ASSEMBLY AND THE BOTTOM PLATE OF LAMINATE FACING THE OUTSIDE MUST CROSS SECTIONAL DIM. A SINGLE STUD. INSTALL 2x6 WOOD STUDS BE ATTACHED TO THE STUDS W/1�8' rod NO SCALE WINDING TREADS HORIZ. AS GROSS -BRACING POSITIONED AT COMMON NAILS SPACED 6' O.G. AROUND POST DETAIL FOR STRUCTURES PER IRC R311.15IJ MID -HEIGHT OF THE WALL. PERIMETER 4 12' O.0 IN THE FIELD. LESS THAN 5' • SPIRAL STAIRS �4'� tm' MIN SPHERE UNABLE FROM PROPERTY LINE PROVIDE MIN 1 1/2' RUN A POINT 12' T TO PASS THROUGH OPENING 511/2' THICK NOMINAL 3 PCF DENSITY FROM WHERE TREAD 15 NARROWEST BELOW STAIR V2' INSTALL • CEILING, SAND WALLS L& UNFACED MINERAL FIBER BATT W/ IN 3o " PER IRC R311.1.10.1 A a INSULATION FRICTION FIT BETWEEN THE AF50 ROOF VENTS (3) 2XI2 STRINGERS she' TYPE 'X' GWB APPLIED WOOD STUDS, GROSS -BRACING <lei(50 SQ. IN. NET FREE AREA) / / FIRE Cs a MID -SPAN AND VERTICALLY PLATES. TOP/BOTTOMIN STUD WALLS ALONG AND IN LINE ALL W/ HORIZONTAL JOINTS BLOCKED AND CONT. HANDRAIL 34'-38' / WITH STRINGERS IF AREA 1NDER FASTENED W/6d CEMENT COATED Iva' NOSINCs. / 2X4 THRUST BLOCK STAIRS IS UNFINISHED CUP -HEAD DRYWALL NAILS W/0915' WEATHER BARRIER FASTENED OVER THE SOLID TIGHT FITTING TRUSS BLOCKING PICKET PER: IRC ON OPEN SIDE INTERIOR SHANK DIA. 4 '�4' HEAD DIA. SPACED 8' SHEATHING USING SUFFICIENT FASTENERS / O.G. ALONG STUDS 4 PLATES. EXPOSED TO PREVENT AIR POCKETS IN THE WRAP / DECK FASTENER HEADS AND WALLBOARD 1' PT RISERS JOS PER PLAN IST JOINTS MUST BE TREATED WK2) COATS 2x8 FASCIA BOARD OF GYPSUM COMPOUND. A MIN. 2' PAPER, EXTERIOR WALL COVERING: DBL JST PLASTIC OR FIBERGLASS TAPE MUST BE 1. FIBER CEMENT BOARD 2x STUDS PER PLAN P.T. 2XI2 N FIRST LAYER OF (OVER 2. T1-11 SIDING HU212 COBEDDEDMPO ND WALLBOARD JOINTS. 3. WOOD FIBER PANEL X6 SHEATHING TTO STRIN�E MTL HANGERS 4. CEMENT PLASTER (STUCCO) AT EA. STRINGER 5. STEEL SIDING EXTERIOR WALL COVERING 3-2x12 P.T. STRINGERS PER PLAN 36'X36' MIN. EXTERIOR PAt D CLOMN DESIGN: (ICC-ES REPORT - ESR-1365) WALL TYPE 4.3.4 - 1 HR EXTERIOR WALL ASSEMBLY NO SCALE NO SCALE HL 35 ANGLE SUPPORT EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 E TABLE R302.1 PER IRC 302 4 TABLE R302.1 NO SCALE H I HOUR �1RE-RE515TIVE SETAIL5 J TYPICAL STAIR DETAIL AND NOTES 2x SCREENED SAVE VENT BLOCKS W/(4) 2 t1/8' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS Q 16' O.G. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. (U-FACTOR 0.056 PER APPENDIX A COMMERCIAL ENERGY CODE) VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD 4' CONCRETE SL, SLOPE TO DRAIN COMPOSITION ROOF W/ 300 INTERWOVEN FEL ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. R9052ZB PROVIDE DRIP EDGE At EAVES 4 GABLES W/ A MIN. 2' OVERLAP. MASTER BATH R-50 INSULATION COVEREn PATI GONG 4' BARS 18' O.G. 12 4 F R-50 INSULATION COPYRIGHT 2018 Landmark Design Inc. ALL RIGHTS RESERVED SEE CLOS. KITr1Wr=N FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) CRAWLSPACE 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN. ATTIC 24' ING BEDROOM 2 5TUV%r (2) x4 TOP ME WB 2x4 3TUD IN 16 C. 2x4 BOT. M U I L:;) I NG SEGTI ON 12 .4 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 SAVE VENTING. BONUS ROOM FLOOR CONSTRUCTION: 1/8' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) R-50 INSULATION GARAGE USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB TIGHTL INE FOUNDATION DRAIN: 4' DIA. PEW. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC 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 INTERCONNCECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. 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. GRADE STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 4096. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. Tz V In �a) a M g00 w •:• 3 �♦� E • ® h ;;cl H A g y °` Z o V3 yn �°0.4 ♦ cv Nx 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-2509-2L Date: 11-21-24 5/SII= 1'-OII - NON -BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/6 INCH TO FACE OF STUD. 3. UPPEiz FLOOiZ ELECTRICAL 1/4" =1'-O" MAIN I�LOOR ELECTRICAL 1/4u= 1 1—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 R303.6 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET 4n: 220V OUTLET EI& COMBO. EXT. FAN (VTOS) E LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. o 110 V W/ BATTERY C 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 z v A �W ♦♦♦ yN E o0 � OWN A gy.08 M h ♦ 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: L2M-2509-2L Date: 11-21-24 �I v 2'-9' ._ 10'-2' a r • r� 0 " 711� W xox EGRESS d4x 0- MASTER BEDROOM 8' GLG. \ vvmo\vvovwo\w\avwvwvvamavvvovvvm �\ovvvvvvvomvvmy � _ Is Wools ri r- s ul t r3j 8 PLAYROOM 8' CLG. d,p2 4/0 FX 6'-0' 3'-2' 2'-10' 5'-2j' LIFFER FLOOR PLAN i 5'-10, CONTINUOUS EXHAUST _ FAN OR ,— EQUAL .p � X U e 0 9 r, @ �9 V r M n 10'-0' 20'_0' Xt`L V OFT.. BUILT-INS GREAT ROOM 9' GLG O DIRECT VENT NATURAL GAS METAL FIREPLACE INSTALL PER MR SPECS. PROVIDE 6' SQ IN, OUTSIDE AIR DINING ROOM S, CLG a\\uw\\\\\.\\\\u\\\\.\.\\\\\vi\\w \ IN i .Ifl a � yea I IMP \�\\\\\��\\o\0000\\\\\\\\\\\\oo\\\�\oo\\\\\oo\\\�\\��moo\\m��\\\\\oos��\\\\o\o\\\�r �� . • ;\\\\w\\\r\. BLUE 18 AWG TRACER WIRE REQUIRED AT NON- METAL WATER SERVICE PIPING PER UPC 604.13 ® 6ARA&E USE I/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/6' TYPE! 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN I/2' GWB NO DUCT OPENINGS IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. EV+ HEAT DETECTOR @ INTERCONNECTED PER 31423 — (GARAGE) e H Ur I6/0 x 8/0 O.H. DOOR 16'-3' R.O. L DING A 'EXIT' D OR O TO BE LOWER THAN I I1 CHES FROM TOP OF TH SHOL . (R3113.1) 9 @ v COPYRIGHT 2018 Landmark Design Inc. S. _6• g'_6• 2'_4' y_5• 3'-I}' ALL RIGHTS RESERVED 0' 4'-9' 6'-3' MAIN FLOOR PLAN INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 IRC 1/4a=1 _0 INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POUTER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS MAIN FLOOR: THAN I FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH UPPER FLOOR: FLOOR TO OL THE T SOURCE WHERE THE TOTAL: STAIRWAY HAS SIX OR MORE RISER$L EXCEPTION. A SWITCH IS NOT REQUIRED WHERE REMOTE, /� GARAGE: CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303B IRc FRONT PORCH: EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL REAR PORCH: 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. 2X STUD WALL / CONC W4LL 2-1/4' 0 X 5' LAG SCREWS • STUD WALL 2-3/8' X W BOLTS W/ SIMPSON VGC ADHESIVE • CONC WALL 16 GAA STEEL STR IFPING WTHME RtLdHUXER ER CNE-THIRD OF THE AF'PL. t A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO WO • BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED • CONIC WALL 16 GA STEEL STRAPPING W TI W THE UPP R t OU.ER CNE-THIRD OF THE APPL. t A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - BASE TO FLOOR GENERAL NOTES: NO SCALE I. ALL WORK TO BE IN CONFORMANCE WITH 2O16 IRC, 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3, VENT WATER NEATER PRESSURE RELIEF VALVES 70 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 I.GPM. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM I.0 GPM FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8, ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS S, SMOKE ALARMS - TO BE INSTALLED PER 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. KiP J-I -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 t OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE HWH NOTES BEDROOMS. PER 2016 IRC t WA. STATE AMENDMENTS - PROVIDE EXPANSION TANK SEC R315. - PROVIDE SEISMIC STRAPPING II. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC - TPRV TO TERMINATE TO R403B3. OUTSIDE 12, - PILOT t CONTROLS TO BE IS' ALL DUCTS t EXHAUST DUCTS IN UNCONDITIONED MIN. OFF FLOOR SPACES SHALL BE INSULATED TO A MINIMUM OF R-8 PER - PER ASH RAE W-A-80 WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN - NAT GAS WATER HTR. W/ MIN. Er- THE GROUND SHALL BE INSULATED TO R-10 WITH OF 0,82 INSULATION DESIGNED TO BE USED BELOW GRADE. - ELECTRIC WATER HTR W/ MIN. EF 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO OF 0.g3 WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER R303.52_ 14. GAS PIPING IS TO BE PROTECTED PER G2415.1. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 15. ATTIC 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 WR TIMER READILY ACCESSIBLE t WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11, DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4BA, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. I& CAVITIES WITHIN COMERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL 1051 50. FT. RESISTANCE OF R-3 PER INCH MINIMUM PER 2015 WSEC 1425 SO. FT. UTILITY ROOM NOTES/MAKE UP AIR PER IRC G243S TABLE R402.4.1.1, IS. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE 25041 50. FT. 1 WHERE THIN 7E THE BUILDING CONSTRUCTION AND THE OR BEAM/HEADER) PER SEC. R(6,023(TWOOTOPRLY EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS BALLOON FRAME WALLS) 3—I S SOFT. . 35 FT., THE EQUIVALENT LENGTH OF THE 8'7 SQ. FT. AUST DUCT L BE IED ON A PER41ANENT LABEL �OR TAG. THE FLABEL OR �.4 SQ. FT. PERPER G24 `3 THE E�,�TLD CT CONNECTION LOCATED 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ, INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR. MEANS PER G2439.5. eta 100 SQ INCH TRANSFER GRILL WHOLE HOUSE VENTILATION. *REFER TO SHEET N-2 TABLE 1505A30) t 1505.43(2) FOR FAN SIZING AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. z 0 m �4 VI 0)O C A.:•a W E Caw ♦.. I� eo C) en •�• 14 z o V) } ! Ow ♦ ON Nx 1 �I 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. & 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: L2-2509-2L Daty. 4-3-23 2 S-0 GENERAL NOTES L2 M - 2 5 0 9 - A B AMS NOV. 19, 2024 PSE 24.140 CI T Y O F Y E L M ST O C K P L A N PSF25 WIND SPEED: WIND EXPOSURE: ROOF SNOW LOAD: DRAWN BY: ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK; FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. SHEET NO: ORIGINAL DRAWING DATE: PSE NUMBER: SCALE: RE V I S I O N S PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com PHILLIPS STRUCTURAL ENGINEERING PHILLIPS STRUCTURAL ENGINEERING PH I L L I P S S T R U C T U R A L E N G I N E E R I N G DESIGNER:20 2 1 I B C / A S C E 7 - 1 6 B 110 MPH N.T.S. (U.N.O.) RE V . D E L T A DA T E RE V I S I O N D E S C R I P T I O N 110 MPH B 1.51 0.50 6.5 D 15 40 12 25 1. Grant of License: Phillips Structural Engineering, PLLC grants the Licensee a nonexclusive Right of Use for the purpose of constructing a single structure (use) from this engineering package. Future uses of this drawing set are permitted when accompanied by an originally stamped "Site Specific Re-Use Letter" for each additional site and payment has been made to Phillips Structural Engineering, PLLC. 3. Copy and Transfer Restrictions: Unauthorized copying of the Engineering documents is strictly forbidden. The Engineering is permitted to be used by the Licensee only, and may not be transferred to a 3rd party without prior written consent of Phillips Structural Engineering, PLLC. 2. Ownership of Engineering Calculations and Drawings: Phillips Structural Engineering, PLLC shall retain "Title 17 USC Rights and Ownership" of the Copyright Law of The United States of America of these Engineering Documents and all subsequent copies of the engineering. The Licensee is not permitted unlimited reuse of these documents without prior consent. LICENSE OF ENGINEERING DOCUMENTS: PLAN VERACITY: Every attempt has been made to insure the accuracy of these engineered documents, site conditions, product availability, etc. All information listed above must be verified prior to construction and fabrication. Any changes, conflicting information or deficiencies on or to the plan must be transmitted to Phillips Structural Engineering, PLLC for written approval. SYMBOL & ABBREVIATIONS LEGEND: 1.00 LANDMARK 39394 P H I I LL P STODD ISHAW N N O G TTATS O F E L L ARUT C U R T S E N G I N EER REENIGNEANOISSE F O R P 11/19/2024 1500 MANDATORY NOTES HOLDOWN AND STRAP TABLE A. B. C. D. E. F. G. H. MANDATORY NOTES SHEAR WALL (SW) AND ANCHORAGE SCHEDULE (HEM-FIR) (O) B. C. D. E. F. G. H. I. J. K. L. M. A. N. O. SOIL INFORMATION: In the absence of a soils report (prepared by a Licensed Geotechnical Engineer) an Allowable Soil Bearing Pressure (ASBP) of psf has been assumed for design. It is the contractor's responsibility to verify that all footings bear on firm/unyielding, undisturbed earth or compacted "Structural Fill" that meets or exceeds the assumed allowable soil bearing pressure. Soils under footings and slabs to be a minimum of 95% compacted per the Modified Proctor Density Test (ASTM D1557). All construction on fill shall be reviewed by a licensed Geotechnical Engineer. FOUNDATIONS: Bottom of exterior footings shall be a minimum of 18" below finished grade for frost protection U.N.O. bearing on undisturbed native soils. Backfill with dry, free draining soils. Backfill next to any retaining walls with a minimum of 12" gravel or free draining soil per typical detailing. Appropriate drainage shall be provided adjacent to the base of exterior foundations draining to daylight per Soils Engineer requirements. GENERAL NOTES: The Structure has been designed to resist code-required vertical and lateral forces after the construction of all structural elements have been completed. Stability of the structural elements prior to completion is the sole responsibility of the General Contractor. Builder is to verify all dimensions prior to starting work. All changes to structure must be reviewed and approved by Phillips Structural Engineering, PLLC (PSE). All materials, methods, and workmanship shall be in accordance with the International Building Code (IBC) 2021 Edition. The Builder is responsible for using safe work practices and conforming to all safety ordinances. Any construction observation performed by the Structural Engineer is for general conformance with design aspects per IBC 1704.6 and is not intended in any way to review the General Contractor's construction procedures. Structural observation does not waive the responsibility for special inspections per Section 1705. REINFORCING STEEL: All reinforcing steel to be GRADE 60 PER ASTM A-615. Reinforcement lap splices shall be the greater of 32 bar diameters or 18". Lap horizontal steel at all corners/intersections in footings and walls with continuous corner bars. Footing reinforcement shall run continuous thru pad/expanded footings. Minimum concrete cover over reinforcing steel shall be provided as noted or as follows: ·INTERIOR FACES OF SLAB AND WALL BARS = 112 " ·EXPOSED TO WEATHER OR EARTH = 112" AT #5 AND SMALLER AND 2" AT #6 & LARGER. ·CONCRETE CAST DIRECTLY AGAINST SOIL = 3" CONCRETE: All concrete materials and placement shall conform to the current ACI 318 code. Concrete shall be made with Portland Cement ASTM C-150 Type II or Type I and shall be Ready-Mixed per ASTM C-94. Minimum compressive strength shall be 3000 PSI* at 28 days with a minimum water/cement ratio of 0.45. All concrete shall be air entrained 5 ±1%. Max aggregate size = 7 8". *Special Inspection not required for concrete compressive strength. 3000 PSI compressive strength has been specified for weathering protection. Structural design of concrete has been based on 2500 PSI compressive strength. 12d COMMON 314" 3"N/A 10d COMMON 212" 212"0.1318d COMMON MINIMUM LENGTH (INCHES) DIAMETER (INCHES)COMMON WIRE NAIL 0.148 0.131 0.148 STANDARDS: All methods, materials and workmanship shall conform to the 2021 International Building Code (IBC) as amended and adopted by the local Building Official or applicable jurisdiction. WOOD FRAMING AND CARPENTRY: General Requirements: Provide minimum nailing per 2021 IBC table 2304.10.2 or as indicated on the drawings. Do not notch or drill structural members, except as permitted by the Engineer. Framing Connectors: Only ICC / IAPMO approved connectors shall be used in framing applications as manufactured by Simpson Strong-Tie or equivalent. Provide maximum size and quantity of fasteners shown in the manufacturer's catalog U.N.O. Fasteners: Bolts shall be per ASTM A-307 with standard cut washers or malleable iron washers. Post-installed anchors require Engineer's approval prior to installation U.N.O. Contact P.S.E. for possible alternatives. Nails shall be common wire nails or equivalent pneumatically drive nails (P-nails), American or Canadian manufacturer only as indicated below. P-nails shall be installed per the manufacturer's guidelines. Wood Sheathing (Structural): Roof sheathing shall be 12" CDX or 7 16" OSB nailed w/ 8d @ 6" o.c. along panel edges, and 12" o.c. in field. Span index shall be 24/0. Plywood Sub Flooring shall be 3 4" T&G CDX or OSB (glued & nailed) w/ 10d @ 6"o.c. along panel edges, and 12"o.c. in field (U.N.O.) Span index shall be 48/24. Stagger all end laps per typical detailing. All sheathing shall bear the grade trademark of the American Plywood Association (APA). Studs: All studs shall be kiln dried (KD) or surface dried (SD). Each stud shall bear the stamp of the West Coast Lumber Inspection Bureau (WCLIB) or Western Wood Products Association (WWPA) showing grade mark or approved equal. All studs and framing material shall be 2x nominal minimum material and species shall be a minimum of Hem-Fir Stud Grade meeting the following minimum strength properties: Fb= 675psi, Fv=150psi, E=1,200,000psi. 16d COMMON 312"0.162 FRAMING FRAMING SHEATHING SHEATHING NAIL APPLICATION FRAMING Headers: All headers (HDR) not specified or otherwise noted on the plan with spans ≤5'-0" are to be 4x8 DF#2 or (2)2x10 HF#2 with at least one cripple and one king stud at each end. Spans between 5'-0" and 8'-0" shall have headers as noted on plan and have at least two cripples and one king stud U.N.O. Spans greater that 8'-0" shall have framing and support per plan. Heavy Timbers: All timbers above sizes listed above including posts and beams shall be Doug-Fir #2 or better (Typically 6x beams and posts). Pre-Engineered Roof and Floor Trusses: All prefabricated wood roof and floor trusses shall be designed by or under the direct supervision of a licensed Professional Engineer registered in the state where the structure is located. The truss shop drawings shall bear the stamp of that Engineer and shall be fabricated and installed per the latest Truss Plate Institute standards. Where trusses are not provided to complete the roof system, overframing members with positive connections shall be provided as directed by the Truss Engineer. Details on overframing shall be provided in the truss shop drawing package which shall be consistent with the modeling of the trusses. All necessary temporary and permanent bridging, blocking, pre-notched plates, hangers, etc. for the stability of the truss elements under gravity and lateral loads shall be designed, detailed/specified and furnished by the manufacturer. The Truss Manufacturer shall verify all setbacks, dimensions and bearing points prior to fabrication. Deviations from the layout shown on approved engineering plans shall be submitted to PSE for further evaluation. Maximum allowable deflections shall be as follows: ~Roof Total Load = L/360 or 1" (whichever is less) ~Roof Snow/Live Load = L/480 or 3 4" (whichever is less) ~Floor Total Load = L/360 or 3 4" (whichever is less) ~Floor Live Load = L/480 or 12" (whichever is less) Trusses shall be designed for the spans and conditions shown and be constructed from a minimum of Hem-Fir timber and be furnished and installed in conformance with the manufacturer's published specifications. Additional concentrated loads from mechanical units and misc. equipment shall be accounted for/coordinated with sub-contractors, the Designer of Record and Truss Engineer. Framing has been designed assuming Hem-Fir plates w/ 405psi crushing capacity, truss engineer to confirm compatibility and add bearing enhancers or additional support as required. Where trusses align with shear walls, truss engineer to design and provide a truss that has been designed to transfer lateral wind and seismic forces as shown on the plans. Loading indicated (100plf minimum) shall be designed by the truss engineer to transfer from roof or floor sheathing to shearwall below. Shop drawings including truss engineering shall be submitted to the Engineer of Record for approval prior to submittal to the jurisdiction and fabrication. Should the truss engineering not be submitted to the Engineer of Record for review the builder is assuming responsibility and proceeding at their own risk. Alteration of the truss layout indicated on the plans may require supporting structural and foundation changes, therefore prior approval by the designer and Structural Engineer is required. Trusses shall not be field altered in any way without written approval from the Licensed Truss Engineer of Record. STRUCTURAL DESIGN CRITERIA AND LOADING: ROOF LOADING: ·DEAD LOAD = PSF (NO TILE WEIGHT INCLUDED) ·ROOF LIVE LOAD (Lr) = 20PSF ·TYPICAL FLAT ROOF SNOW LOAD (Pf) = PSF ·SNOW EXPOSURE FACTOR (Ce) = 1.0 ·SNOW LOAD IMPORTANCE FACTOR (Is) = 1.0 **TYPICAL ROOF SNOW LOAD SHALL NOT BE LESS THAN 25PSF FLOOR LOADING: ·DEAD LOAD = PSF (STANDARD WOOD FRAMING WITHOUT HEAVY FINISH) ·TYPICAL RESIDENTIAL OCCUPANCY LIVE LOADING (L) = PSF ·DECK LIVE LOAD (L) = 60PSF (1.5X FOR AREA SERVED) WIND DESIGN DATA: ·BASIC DESIGN WIND SPEED (V) = ·ALLOWABLE STRESS DESIGN WIND SPEED (Vasd) = ·RISK CATEGORY = II ·WIND IMPORTANCE FACTOR (Iw) = 1.0 ·WIND EXPOSURE = " " ·TOPOGRAPHICAL EFFECT (Kzt) = EARTHQUAKE DEIGN DATA: ·RISK CATEGORY = II ·SEISMIC IMPORTANCE FACTOR (Ie) = 1.0 ·SOILS SITE CLASS ·MAPPED/DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS - Ss = , Sds = - S1 = , Sd1 = ·SEISMIC DESIGN CATEGORY (SDC) = " " ·BASIC SEISMIC FORCE-RESISTING SYSTEM = LIGHT-FRAMED (WOOD) WALLS SHEATHED WITH WOOD STRUCTURAL PANEL RATED FOR SHEAR RESISTANCE ·SEISMIC RESPONSE COEFFICIENT (Cs) = ·RESPONSE MODIFICATION FACTOR (R) = ·ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE Glu-Laminated Beams (GLB): All GLB shall be in conformance with ANSI A190.1, American National Standards for Structural Glue-Laminated Timber. Grade 24F-V4 shall meet or exceed the following minimum structural properties: Fb=2400psi, Fv=240psi, E=1,800,000psi to be used at simple spans. Grade 24F-V8 to be used at continuous/cantilevered spans. As an alternative at continuous/cantilevered spans an equivalent size (width x depth) PSL beam may be substituted (see below). Parallel Strand Lumber (PSL): All PSL shall be in conformance with ASTM D2559 and NER-292. PSL strength requirements shall meet or exceed the following minimum structural properties: Fb=2,900psi, Fv=290psi, E=2,000,000psi. Laminated Veneer Lumber (LVL): All LVL shall be in conformance with ASTM D2559. LVL shall be made of Doug-Fir (DF)and meet or exceed the following minimum structural properties: Fb= 2,600psi, Fv=285psi, E=1,900,000psi. Preservative Treatment (P.T.): All exposed framing including lumber, plywood and deck materials shall be pressure treated with 0.25#/cf pentachlorophenol per AWPA specification P-5 or other approved treatment. All cutting and boring after pressure treatment shall be cared for in accordance with AWPA specification M-4. Exposed framing includes, but is not limited to: 1. Joists, girders and subfloor that is closer than 18" to exposed ground in crawl spaces. 2. Wood framing (including sheathing) that rest on exterior foundation stem walls and is 8" or less from exposed earth. 3. Any other wood product in direct contact with concrete or masonry. Wood Connectors at P.T. Conditions: Metal connectors which are in contact with pressure treated wood shall be protected with one of the following: Simpson "ZMAX" G185 Galvanization, Triple Zinc Coated, hot Dipped Galvanized or other approved method.POST-INSTALLED ANCHORS: Typical post-installed anchors in concrete shall be installed at locations as indicated on structural drawings. Installation shall be per manufacturer's recommendations in accordance with associated ICC reports. Embedment depths, diameter/type of anchor and spacing shall be as indicated on the plans. Verify any Special Inspection requirements with the Local Jurisdiction prior to installation. Post-installed anchors are not a direct substitution for Cast-In-Place. ·Simpson Titan HD ~ ICC-ES ESR-2713 ·Simpson AT-3G Adhesive Anchor System ~ ICC-ES ESR-5026 MANUFACTURED -JOISTS: All prefabricated timber I-joists are to be supplied by a manufacturer who is experienced in this type of product (Trus Joist TJI, Boise Cascade BCI, LP SolidStart LPI, etc.). Manufactured I-Joists are a pre-engineered product that vary in size and construction, therefore, similar joists may perform differently based on design criteria and series choice based on owner requirements. Minimum deflection requirements listed below shall be adhered to, although it is the owner's responsibility to decide whether more stringent design criteria are to be used. In areas where non-load bearing walls occur parallel to the joist span, use double joists to support centered under the wall. At areas of higher loading such as kitchen islands, it is the responsibility of the supplier to verify deflection and strength requirements are acceptable. Appropriate squash blocking shall be supplied at areas where load from above aligns with I-joists. ~Floor Total Load = L/360 or 3 4" (whichever is less) ~Floor Live Load = L/480 or 12" (whichever is less) 85 MPH 0.15 1.00 null "D" ASSUMED U.N.O. TYPICAL FRAMING NOTES: 1. Roof and floor diaphragm nailing per Wood Sheathing Notes. 2. Solid blocking shall be provided between the bearings of every rafter or truss. Attach every rafter & truss to framing with Simpson H2.5T/H1 or clip indicated in typical detailing. 3. Provide solid built-up studs or posts under all girder trusses, roof beams and floor beams. Solid blocking (squash blocking) is required in all floor cavities under built-up studs/posts. Built-ups or posts shall run continuous to the foundation. 4. Exterior walls shall be nailed & detailed per SW6 U.N.O. All panel edges shall be blocked per shearwall table. 5. Where (2) shearwalls meet at a corner/intersection, the sheathing of each wall shall be edge nailed to the studs/post which the holdown is attached to. 6. Provide a solid rim joist where floor joist bear on exterior walls per typical details. 7. Where floor framing runs parallel to exterior walls, install 2x or I-joist blocking panels between rim joist and first joist @ 48" o.c. ~ nail sheathing to blocking w/ (4)10d (crawlspace framing where rim joist bears on concrete stemwalls are omitted from this requirement). 8. Roof and floor joists/trusses are shown schematically on the plan and are not intended to show every location of every joist/truss. 9. Provide double joists under interior partition walls when running parallel to each other. 10. Top plates are assumed to be continuous and may be spliced per 2/S-0. 11. All columns not specified or shown on the plans are to be a minimum of (2) 2x studs spike laminated together with 16d nails @ 6" o.c. (stagger). 12. All post-beam intersections shall contain positive connections to resist against uplift and/or lateral displacement. 13. Anchorage of walls to foundation shall be provided in accordance with the shearwall schedule. 14. Typical Walls shall be framed with Hem-Fir U.N.O. 15. Walls shall be anchored to the foundation per the minimum requirements of SW6 (5 8"Ø A.B. @ 48" o.c. embedded 7" no more than 12" from ends of each sill, 2 bolts minimum) with 3"x3"x14" square washers firmly attached between plate and nut. 16. All walls over 10' tall shall have bracing/blocking at 48" o.c. (flat or on edge). MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE (ELEVATION A) SCALE : 14" = 1'-0" FOUNDATION PLAN (ELEVATION A) SCALE : 14" = 1'-0" S-1 FOUNDATION PLAN AND L2 M - 2 5 0 9 - A B AMS NOV. 19, 2024 PSE 24.140 CI T Y O F Y E L M ST O C K P L A N PSF25 WIND SPEED: WIND EXPOSURE: ROOF SNOW LOAD: DRAWN BY: ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK; FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. SHEET NO: ORIGINAL DRAWING DATE: PSE NUMBER: SCALE: RE V I S I O N S PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com PHILLIPS STRUCTURAL ENGINEERING PHILLIPS STRUCTURAL ENGINEERING PH I L L I P S S T R U C T U R A L E N G I N E E R I N G DESIGNER:20 2 1 I B C / A S C E 7 - 1 6 B 110 MPH N.T.S. (U.N.O.) RE V . D E L T A DA T E RE V I S I O N D E S C R I P T I O N LANDMARK 39394 P H I I LL P STODD ISHAW N N O G TTATS O F E L L ARUT C U R T S E N G I N EER REENIGNEANOISSE F O R P 11/19/2024 MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE 12 SD-1 12 SD-1 12 SD-1 12 SD-1 1 SD-1 7 SD-1 2 SD-1 8 SD-1 2 SD-1 8 SD-1 2 SD-1 8 SD-1 3 SD-1 9 SD-1 9 SD-1 UPPER FLOOR FRAMING (ELEVATION A) SCALE : 14" = 1'-0" UPPER FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE (ELEVATION A) SCALE : 14" = 1'-0" S-2 L2 M - 2 5 0 9 - A B AMS NOV. 19, 2024 PSE 24.140 CI T Y O F Y E L M ST O C K P L A N PSF25 WIND SPEED: WIND EXPOSURE: ROOF SNOW LOAD: DRAWN BY: ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK; FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. SHEET NO: ORIGINAL DRAWING DATE: PSE NUMBER: SCALE: RE V I S I O N S PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com PHILLIPS STRUCTURAL ENGINEERING PHILLIPS STRUCTURAL ENGINEERING PH I L L I P S S T R U C T U R A L E N G I N E E R I N G DESIGNER:20 2 1 I B C / A S C E 7 - 1 6 B 110 MPH N.T.S. (U.N.O.) RE V . D E L T A DA T E RE V I S I O N D E S C R I P T I O N LANDMARK 39394 P H I I LL P STODD ISHAW N N O G TTATS O F E L L ARUT C U R T S E N G I N EER REENIGNEANOISSE F O R P 11/19/2024 UPPER FLOOR FRAMING AND UPPER FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE FLOOR TRUSSES BY OTHERS 19 SD-1 20 SD-1 20 SD-1 20 SD-1 21 SD-1 22 SD-1 24 SD-1 ROOF TRUSSES BY OTHERS ROOF FRAMING (ELEVATION A) SCALE : 14" = 1'-0" S-3 L2 M - 2 5 0 9 - A B AMS NOV. 19, 2024 PSE 24.140 CI T Y O F Y E L M ST O C K P L A N PSF25 WIND SPEED: WIND EXPOSURE: ROOF SNOW LOAD: DRAWN BY: ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK; FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. SHEET NO: ORIGINAL DRAWING DATE: PSE NUMBER: SCALE: RE V I S I O N S PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com PHILLIPS STRUCTURAL ENGINEERING PHILLIPS STRUCTURAL ENGINEERING PH I L L I P S S T R U C T U R A L E N G I N E E R I N G DESIGNER:20 2 1 I B C / A S C E 7 - 1 6 B 110 MPH N.T.S. (U.N.O.) RE V . D E L T A DA T E RE V I S I O N D E S C R I P T I O N LANDMARK 39394 P H I I LL P STODD ISHAW N N O G TTATS O F E L L ARUT C U R T S E N G I N EER REENIGNEANOISSE F O R P 11/19/2024 ROOF FRAMING 25 SD-1 27 SD-1 26 SD-1 27 SD-1 26 SD-1 25 SD-1 29 SD-1 30 SD-1 26 SD-1 27 SD-1 26 SD-1 27 SD-1 2 SD-2 3 SD-2 4 SD-2 S-4 L2 M - 2 5 0 9 - A B AMS NOV. 19, 2024 PSE 24.140 CI T Y O F Y E L M ST O C K P L A N PSF25 WIND SPEED: WIND EXPOSURE: ROOF SNOW LOAD: DRAWN BY: ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK; FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. SHEET NO: ORIGINAL DRAWING DATE: PSE NUMBER: SCALE: RE V I S I O N S PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com PHILLIPS STRUCTURAL ENGINEERING PHILLIPS STRUCTURAL ENGINEERING PH I L L I P S S T R U C T U R A L E N G I N E E R I N G DESIGNER:20 2 1 I B C / A S C E 7 - 1 6 B 110 MPH N.T.S. (U.N.O.) RE V . D E L T A DA T E RE V I S I O N D E S C R I P T I O N LANDMARK 39394 P H I I LL P STODD ISHAW N N O G TTATS O F E L L ARUT C U R T S E N G I N EER REENIGNEANOISSE F O R P 11/19/2024 MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE (ELEVATION B) SCALE : 14" = 1'-0" FOUNDATION PLAN (ELEVATION B) SCALE : 14" = 1'-0" FOUNDATION PLAN AND MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE 12 SD-1 12 SD-1 12 SD-1 12 SD-1 1 SD-1 7 SD-1 2 SD-1 8 SD-1 2 SD-1 8 SD-1 2 SD-1 8 SD-1 3 SD-1 9 SD-1 9 SD-1 S-5 L2 M - 2 5 0 9 - A B AMS NOV. 19, 2024 PSE 24.140 CI T Y O F Y E L M ST O C K P L A N PSF25 WIND SPEED: WIND EXPOSURE: ROOF SNOW LOAD: DRAWN BY: ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK; FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. SHEET NO: ORIGINAL DRAWING DATE: PSE NUMBER: SCALE: RE V I S I O N S PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com PHILLIPS STRUCTURAL ENGINEERING PHILLIPS STRUCTURAL ENGINEERING PH I L L I P S S T R U C T U R A L E N G I N E E R I N G DESIGNER:20 2 1 I B C / A S C E 7 - 1 6 B 110 MPH N.T.S. (U.N.O.) RE V . D E L T A DA T E RE V I S I O N D E S C R I P T I O N LANDMARK 39394 P H I I LL P STODD ISHAW N N O G TTATS O F E L L ARUT C U R T S E N G I N EER REENIGNEANOISSE F O R P 11/19/2024 UPPER FLOOR FRAMING (ELEVATION B) SCALE : 14" = 1'-0" UPPER FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE (ELEVATION B) SCALE : 14" = 1'-0" UPPER FLOOR FRAMING AND UPPER FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE FLOOR TRUSSES BY OTHERS 19 SD-1 20 SD-1 20 SD-1 20 SD-1 21 SD-1 22 SD-1 24 SD-1 ROOF FRAMING S-6 L2 M - 2 5 0 9 - A B AMS NOV. 19, 2024 PSE 24.140 CI T Y O F Y E L M ST O C K P L A N PSF25 WIND SPEED: WIND EXPOSURE: ROOF SNOW LOAD: DRAWN BY: ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK; FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. SHEET NO: ORIGINAL DRAWING DATE: PSE NUMBER: SCALE: RE V I S I O N S PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com PHILLIPS STRUCTURAL ENGINEERING PHILLIPS STRUCTURAL ENGINEERING PH I L L I P S S T R U C T U R A L E N G I N E E R I N G DESIGNER:20 2 1 I B C / A S C E 7 - 1 6 B 110 MPH N.T.S. (U.N.O.) RE V . D E L T A DA T E RE V I S I O N D E S C R I P T I O N LANDMARK 39394 P H I I LL P STODD ISHAW N N O G TTATS O F E L L ARUT C U R T S E N G I N EER REENIGNEANOISSE F O R P 11/19/2024 ROOF TRUSSES BY OTHERS ROOF FRAMING (ELEVATION B) SCALE : 14" = 1'-0" 1 SD-2 25 SD-1 25 SD-1 25 SD-1 25 SD-1 25 SD-1 25 SD-1 2 SD-2 3 SD-2 4 SD-2 SD-1 STRUCTURAL DETAILS L2 M - 2 5 0 9 - A B AMS NOV. 19, 2024 PSE 24.140 CI T Y O F Y E L M ST O C K P L A N PSF25 WIND SPEED: WIND EXPOSURE: ROOF SNOW LOAD: DRAWN BY: ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK; FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. SHEET NO: ORIGINAL DRAWING DATE: PSE NUMBER: SCALE: RE V I S I O N S PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com PHILLIPS STRUCTURAL ENGINEERING PHILLIPS STRUCTURAL ENGINEERING PH I L L I P S S T R U C T U R A L E N G I N E E R I N G DESIGNER:20 2 1 I B C / A S C E 7 - 1 6 B 110 MPH N.T.S. (U.N.O.) RE V . D E L T A DA T E RE V I S I O N D E S C R I P T I O N LANDMARK 39394 P H I I LL P STODD ISHAW N N O G TTATS O F E L L ARUT C U R T S E N G I N EER REENIGNEANOISSE F O R P 11/19/2024 SD-2 STRUCTURAL DETAILS L2 M - 2 5 0 9 - A B AMS NOV. 19, 2024 PSE 24.140 CI T Y O F Y E L M ST O C K P L A N PSF25 WIND SPEED: WIND EXPOSURE: ROOF SNOW LOAD: DRAWN BY: ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK; FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. SHEET NO: ORIGINAL DRAWING DATE: PSE NUMBER: SCALE: RE V I S I O N S PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com PHILLIPS STRUCTURAL ENGINEERING PHILLIPS STRUCTURAL ENGINEERING PH I L L I P S S T R U C T U R A L E N G I N E E R I N G DESIGNER:20 2 1 I B C / A S C E 7 - 1 6 B 110 MPH N.T.S. (U.N.O.) RE V . D E L T A DA T E RE V I S I O N D E S C R I P T I O N LANDMARK 39394 P H I I LL P STODD ISHAW N N O G TTATS O F E L L ARUT C U R T S E N G I N EER REENIGNEANOISSE F O R P 11/19/2024