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Building Plans 354; < ; 2' MI ii -0 J. 13'-11J' J. 16'-0i' l'-21' 6. 6'-9' 3�'� 12'-4' 6/0x4/0 XO 4/Ox4/0 FX S.G. O EGRE S N LINEN O I _Z I r Xqm r 114,_,r8' E,�' m i� 40 L. 50 CFM EP. ,X H WR � MASTER BEDROOM 4 VAULTEIP CLG. i 50 CFM R4S R46 I `" NI - --� r----- 1 �22'X36� 110V I I A/A --_J 8'cL 1 1 4 LINEN 'L. 2'-1 - N 4'-3j' 6. 4 � �n X 4" BEDROOM-2 0 \ `r 8' CLG. I" x HVAC UNIT TO BE MODEL CARRIER FE4ANF002+U1 MIN. HSPF OF 9.5 HEAT PUMP TO BE MODEL CARRIER HEAT 25VNA52450030 PUMP -1 .I -1 _1 _1 _1 6/0x5/ XO I� � - I w 0 O 0 _ e N BEDROOM-3 0 lO -1 110V x ill LU X ='• S.D. 1 0 (� •-Rq � \ N 1 06. D N r R � 11 p- II- m ------ 4 Ito LOFT du I I`•' e -�, p j �m Z � 0 0 I 8 CLG. O AX INSULATE 1 I 0 p ,n FU MECH. Q $NTH M I I _Q a,LL ; cn WAL S SC 8' CLG. 11 ^ 0 -O IN. HSPF 110 - J I -1 X 0 0 X E F' $ MAX BTU/HR - - - - - - - cv ' N 0 Al xxxxx _� O ~ - N X � C.M.50 CFM 36' HIGH 0 UTIL. WHISPER Q IET 0 IC PER IRC ILING N _ m CLG CONT INUOU 5' TUB W/ `n EXHAUST F N OR SHWR I M fp 1 EQUAL r V V oI 150 GFM 6 W.H.F. W O� lO 4 n R4S mLL S TO D. OPEN W w m 8' G. 5EDROOM-4 6/04FX 1 8' CLG. w/ MULL IONS -' o� 17 m EGRESS 6/0x4,i6 XOX (o'-6' 6'-2' 2X STUD WALL / CONC WALL 2-1/4' 0 X 5' LAG SCREWS ® STUD WALL 2-3/8' fp X 5' BOLTS W/ SIMPSON VGC ADHESIVE ® CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER 4 LOWER ONE-THIRD OF THE APPL. 4 A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT To GWB ® BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED '8 CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER 4 LOWER ONE-THIRD OF THE APPL. 4 A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - BASE TO FLOOR NO SCALE WATER HEATER SUPPORT UFFER 1=L00R FLAN 1/4"=1'-0" O 9 DINING ROOM 9' CLG. SG -- 100 CFM ' • �� VTOS • �� -• 5 _ O� y _%/H////H///////////H////H////.Y- 13' -9' '-2' EDGE OF SLAB N _I 2,_0, COVERED'� w r PORCH OPT. _ �� o CONC. F.P. I w cA MANUR NAT. GAS I III 0 cn METAL FIREPLACE INSTALL PER MFR I SPECS.14 - 8/0x /0 XOX ctl OPTIONAL BUILT IN TYP. I OX DEN AIR 6, ,0 W 9' CLG. 110V 0 I I � I 2X6 COFFERED L - - CLG. LN.- I lei LECTRIC W oo TEP HEATER WIT F1'TD 134s' MIN. SOLID CORE INTEGRATED HEAT �N� SELF CLOSING DOOR PUMP TIER III WOOD,STEEL `r EAA SPEC, MODE _ _ OR 20 MIN. RATED RWEEM PROPH50 ® VEHICLE BARRIER Me OPT./ NOTES i - PROVIDE EXPANSION TANK HEAT DETECTOR - PROVIDE SEISMIC STRAPPING INTERCONNECTEE - TPRV TO TERMINATE TO PER 314.23 OUTSIDE - PILOT 4 CONTROLS TO BE 18' MIN. OFF FLOOR - PER ASH RAE 90-A-80 - NAT GAS WATER HTR W/ MIN. EF OF 0.62 - ELECTRIC WATER HTR. W/ MIN. EF OF 0.93 4HEV GARAGE ill USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/5' TYPE 'X' ON CEILINGS. 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. 16/0 x 8/O O.N. DOOR 16'-3' R.O. 0 BLUE 16 AWG TRACER WIRE REQUIRED AT NON- METAL WATER SERVICE PIPING PER UPC 604.10.1 INTERIOR STAIRWAY ILLUMINATION PER SEC R3031 IRC UTILITY ROOM NOTES/MAKE UP AIR: INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL PER IRC G2439 LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. 1. WHERE THE EXHAUST DUCT IS CONCEALED STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM WITHIN THE BUILDING CONSTRUCTION AND THE THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS 35 FT., THE EQUIVALENT LENGTH OF THE THAN 1 FOOT-CANDLE MEASURED At THE CENTER OF TREADS EXHAUST DUCT SHALL BE IDENTIFIED ON A AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH PERMANENT LABEL OR TAG. THE LABEL OR FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE TAG SHALL BE LOCATED WITHIN 6 FT OF THE EXHAUST DUCT CONNECTION PER G2439.-[B. STAIRWAY HAS SIX OR MORE RISERS. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CFM SHALL BE PROVIDED WITH MAKE UP AIR CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 IRC OPENING HAVING AN AREA OF NOT LESS THAN EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL 100 SO. INCHES FOR MAKE UP AIR SHALL BE LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE PROVIDED IN THE CLOSET ENCLOSURE, OR STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY MAKE UP AIR SHALL BE PROVIDED BY OTHER POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS APPR MEANS PER G2439S. PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR C = 100 SO INCH TRANSFER GRILL GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. MANUR NAT. GAS I METAL FIREPLACE I I INSTALL PER -Pro 01, SPECS. or, ROOM `y N LANDING AT 'EXIT' DOOR NOt t0 BE LOWER THAN IB INCHES FROM TOP OF THRESHOLD. (R3113.1) 3'-3' 3'-3' 01 4'-3' 0. 6'-6' l 4AIN LCCR PLAN MAIN FLOOR: 1055 50. FT. UPPER FLOOR: 13414 0. FT. TOTAL : 2482 50. �T. GARAGE: 5-75 50. PT. FRONT PORCH: 52 50. F-T. REAR PORCH: 20� 50. 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. COPYRIGHT 2015 Landmark Design Inc. ALL RIGHTS FESERVED 4' 0 SCHED. 40 STL. I 4-3/6'X3' ANCHOR Bc (SIMPSON TITAN HD C 4' CONCRETE SLAB SIDE VIEW 4-3/8'X3' ANCHOR BOLTS 8' (SIMPSON TITAN HD OR EQ) 0 3/16 ft1/2'XS'XS' 0 1 TOP VIEW VEHICLE IMPACT 5ARRIE13 DETAIL GENERAL NOTES: 1. ALL WORK t0 BE IN CONFORMANCE WITH 2O21 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES t0 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 TO BE LIMITED TO MAXIMUM 1.0 G.P.M FLOW. I. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS S. SMOKE ALARMS - TO BE INSTALLED PER SEC 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 t0 BE INSTALLED NOT LESS THAN 3 Ft. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ALARMS t0 BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. CR° =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 4 OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2021 IRC 4 WA. STATE AMENDMENTS SEC R315. 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC R403B3. 12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-8 PER WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED TO BE USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER R303.52. 14. GAS PIPING IS TO BE PROTECTED PER G24151. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE 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 M1502.4BI 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. 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2021 WSEC TABLE R402A.1.1. IS. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE TO A SUPPORT AT THE TOP PLATE(DBL. TOP PLATE OR BEAM/HEADER) PER SEC. R6023(TWO-STORY/ BALLOON FRAME WALLS) STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTE- NOTCH 25%, BORING 40%. FASTENERS FOR TREATED - 60% BORING IF DOUBLED 4 WOOD TO BE HOT -DIPPED LESS OR EQUAL SUCCESSIVE STUDS. GALVANIZED, STAINLESS - NON -BEARING MAXIMUM NOTCH STEEL, SILICONE, BRONZE 40%, BORING 60%. OR COPPER - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. z M °U z ♦♦♦ E yN E00 � SON A gym z 00 yn Ao N� 0 �a s z 0 w a w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M-2482-2L Date: 10-20-24 2 W/ IN 36' pWw O�= - �Qa =10 IL? w IV N w min n� W ' AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD 7 ' LP®FLAMEBLOCKO FIRE -RATED OSB SHEATHING VAPOR BARRIER FASTENED OVER THE SHEATHING USING SUFFICIENT FASTENERS TO PREVENT AIR POCKETS IN THE WRAP EXTERIOR WALL COVERING 2x6 *2 DF STUDS G 16' O.G. ATTACH STUDS TO TOP d BOTTOM PLATE WITH (3) 16d FRAMING NAILS. CONSTRUCT TOP PLATE OF (2) STUDS INSTALLED HORIZ. AT THE TOP OF THE GYPSUM WALL ASSEMBLY AND THE BOTTOM PLATE OF A SINGLE STUD. INSTALL 2x6 WOOD STUDS HORIZ. AS GROSS -BRACING POSITIONED AT MID -HEIGHT OF THE WALL. TYPE 'X' GWB APPLIED VERTICALLY AND NAILED TO STUDS W/MIN. lea' DRYWALL NAILS SPACED 8' O.G. JOINT COMPOUND TO BE APPLIED TO EXTERIOR FACE OF GWB IN (2) COATS TO EXPOSED FASTENER HEADS AND GWB JOINTS W/ A MIN. 2' WIDE TAPE EMBEDDED IN THE FIRST LAYER a%' TYPE 'X' GWB APPLIED VERTICALLY AND NAILED TO STUDS W/MIN. 11/9' DRYWALL NAILS SPACED 6' O.G. JOINT COMPOUND TO BE APPLIED TO EXTERIOR FACE OF GWB IN (2) COATS TO EXPOSED FASTENER HEADS AND GWB JOINTS W/ A MIN. 2' WIDE TAPE EMBEDDED IN THE FIRST LAYER 5112' THICK NOMINAL 2B PCF DENSITY UNFACED MINERAL FIBER BATT INSULATION FRICTION FIT BETWEEN THE WOOD STUDS INTERIOR I(oO.G. 2x6 "2 DF STUDS 0 16' O.G. ATTACH STUDS TO TOP d BOTTOM PLATE WITH (3) 16d FRAMING NAILS. CONSTRUCT TOP PLATE OF (2) STUDS INSTALLED HORIZ. AT THE TOP OF THE GYPSUM 14/ WALL ASSEMBLY AND THE BOTTOM PLATE OF A SINGLE STUD. INSTALL 2x6 WOOD STUDS HORIZ. AS GROSS -BRACING POSITIONED AT EXTERIOR MID -HEIGHT OF THE WALL. MIN. 7f6' LP® FLAMEBLOCKO W/ PYROTITE SURFACE FACING OUT EXTERIOR WALL COVERING: 1. FIBER CEMENT BOARD 2. T1-11 SIDING 3. WOOD FIBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING DESIGN: INTERTEK LPB/WA 60-01 NO SCALE EAVES 8 WALL WITHIN 5'-0" OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 HOUR �IRE-RE51571\/E D MASTER BATH -, COVERED i PATIO lu u0i _ _ TYPICAL EXTERIOR WALL: - O La (2)2x6 TOP PLATES OL 2x6 STUDS 16' O.G. IL top 2x6 BOTTOM PLATE d ztoua 1/2' SHT'G (APA RATED 24/0) AIR BARRIER f 0 EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. — r (U-FACTOR 0.056 PER APPENDIX A COMMERCIAL ENERGY CODE) VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD GRADE 4' GONG. SLAB PREVENT WOOD TO GONG. CONTACT W/ CONT. FLASHING OR APPROVED MEMBRANE STUB 04 BARS INTO CONC. SLAB 61 16' O.C. ZANUF TI 61 E ROOF J FLOOR CONSTRUCTION: 3/4' TtG PLYWOOD SUB-FLR GLUED t NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) GREAT ROOM FLOOR CONSTRUCTION: 3/4' TEG PLYWOOD SUB-FLR GLUED < NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) TYP. INT. WALL (2) 2X4 TOP fit 1/2' GWB 2x4 STUD 16, O.G. 2x4 BOT. M GRAWLSPAGE BUILDING SEGTION W1 IN 3(" MIN. 6 x(o PT POST �6' LP®FLAMEBLOCK®FIRE-RATED DSB SHEATHING �;)R %' TYPE 'X' GWB SHEATHING SIDING OR TRIM PER PLAN POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD 2x STUDS PER PLAN 3(&' SHEATHING EXTERIOR WALL COVERING PER PLAN EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN. (J STAIR NOTES: PER IRC R3111 • STRINGERS TO BE FIRE BLOCKED At BOTH TOP AND BOTTOM. • ALL USABLE SPACE UNDER STAIRS t0 BE I HOUR 4' SPHERE SHALL - CONSTRUCTION NOT PASS THROUGH • MAXIMUM RISE TO BE 1-3/4'. • MINIMUM RUN TO BE 10'. • MINIMUM HEAD HEIGHT TO BE V-S'. • MINIMUM STAIR WIDTH TO BE 36'. ' PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. _ • PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED WALKING SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES • MIN. 36' HIGH W/ CLEAR SPACE PER R312JJ AND R312J2 HANDGRIP PORTION OF HANDRAIL SHALL BE pp co NOT LESS 1 1/4' NOR MORE THAN 2' IN Q �' CROSS SECTIONAL DIM. 2 • WINDING TREADS PER IRC R311.1.52J • SPIRAL STAIRS PROVIDE MIN i 1/2' RUN • A POINT 12' FROM WHEIRE TREAD IS NARROWEST PER IRC R311.7.10.1 _ CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. PICKETS PER IRC ON OPEN SIDE I' PT RISERS HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OF STAIR HANDGRIP PORTION OF HANDRAILS SHALL HAVE CIRCULAR CROSS SECTION OF 11/4' MIN. t 2' MAX. EDGES SHALL HAVE A MIN. RADIUS OF 1e'. 4 .G. ALL REQUISZED GUARDRAILS TO BE 36' MIN. IN HEIGHT. x OPENINGS FOR REQUIRED GUARDS ON �O THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4 NCHES (102mm) TO PASS THROUGH. PER R312.13 /O IWI I� MAX 10' MIN 6' SPHERE UNABLE rFE TO PASS THROUGH OPENING AD I? BELOW STAIR INSTALL V2' GWB • CEILING, AND WALLS (3) 2X12 STRINGERS FIRE 5LOCKNG * MID -SPAN AND N STUD WALLS ALONG AND N LK WITH STRINGERS IF AREA UNDER 2X4 THRUST BLOCK STAIRS IS UNFINISHED INTERIOR DECK JOISTS PER PLAN DBL JST P.T. 2XI2 TREADS HU212 TO STRINGS MTL. HANGERS AT EA. STRINGER 3-2X12 P.T. STRINGERS IN 'MI". t Z EXTERIOR HL 35 ANGLE SUPPORT J TYPICAL STAIR DETAIL AND NOTES ATTIC VENTILATION AT LEAST 40% d 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. 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. RS0522B PROVIDE DRIP EDGE AT EAVES t GABLES W/ A MIN. 2' OVERLAP. 2x SCREENED EAVE VENT BLOCKS WK4) 21/9' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE I' MIN. AIR SPACE. 77 12 6 POWDER R-50 INSULATION STUD NOTCHING AND BORING NO FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION R302.11 • R302.12 I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING t FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL INTERCONNCECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. 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. - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED E LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. GOYEREi� ME! i GRADE ' T IGHTL INE FOUNDATION DRAIN: 4' 0IA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC z 0 -a) H� T00 i A 13 z .•♦ yN E00 � SON A Ww 0 -0 o z � zN ♦ 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: L2M-2482-2L Date: 10-29-24 5/8"=1'-O" COPYRIGHT 2015 Landmark Design Inc. ALL RIGHTS RESERVED UPPER FLOOR ELEC COPYRIGHT 2015 Landmark Design Ino. ALL RIGHTS RESERVED MAIN FLOOR ELECTRICAL /4 11 = I ISO 11 INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 I INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 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. XTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 1 EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) t LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. e 110 V W/ BATTERY BACKUP GABLE T.V. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBS EXT. FAN VTOS HEAT DETECTOR INTERCONNECTED PER 31423 (GARAGE) EV CHARGER (ELECTRIC VEHICLE) ONE PER DWELLING PER SEC R335 IRC -0—UC T 4 e 1..1 -&V z 0-4 r M C W a A �� y� ♦♦♦ E ♦�• F Z� b 1 I•�JI ONO �+ vM'� ♦ 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-2482-2L Date: 10-25-24 �I v ; 1 J. 30'-0' 10 12'-4' 6/0x4/01X0 EGRESS 1 o 1 � 0 ■ J IJ � =010, / Jim 0 � 0 1 Au 6 6'-0' 0 -9 LP 110V "l (° 'n OPEN TO -4 '4 R45 S.D. BELOW = °n - - - - - - N 8 •. c. SEPROOM-4 ' 40 I 6' CLG. 0 6/ x /0 FX 6, W/ U L IONS ■ 2X STUD WALL / CONC WALL 2-1/4' 0 X 5' LAG SCREWS ® STUD WALL 2-3/8' 0 X 5' BOLTS W/ SIMPSON VGC ADHESIVE a CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER 4 LOWER ONE-THIRD OF THE APPL. 4 A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO GWB ® BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED ® CONC WALL I6 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER 4 LOWER ONE-THIRD OF THE APPL. 4 A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - BASE TO FLOOR NO SCALE WATER HEATER SUPPORT EGRESS 4/0x4/6 XO it I 6'-0' 3'-6' 2'-10J' 2'-6' 2'-6' 2'-101 13' -1' 10' -9' 30' -0' 70, UPPER LOOR PLAN /4 4" r m 1 INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 I 12'-0' HVAC UNIT TO BE MODEL CARRIER FE4ANF002+U1 MIN. HSPF OF 15B HEAT PUMP TO BE MODEL CARRIER 25VNA82450030 PUMP rolox5ll XO 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 IRG 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. N 1 V I N I N6 ROOM 9' CLG. SONG O EDGE OF SLAB 1 ■ 4= N N � 1 1 2 nl COVEREPORCH O OFT -T I W w an CONC. 1 cp MANUR NAT. GAS � III 0 m METAL FIREPLACE INSTALL PER MFR SPECS. I L - cn c� 8/0x5 0 XOX i<l OPTIONAL BUILT IN i - - - 0 % 01 N OPTIONAL 1 BUILT IN F--------- 5'-0' 6-9 3-11 TYP. flEN 2x6 WALL I 8' HIGH OPNG. c� V CLG. AIR p► I 51_ro PROTECTION PER R3021 / \ 9 s w l 110V 0 I I I 0 0 8'X24' 0 S.D.I I I �o C/ CN „ cn I 2x6 COFFERED • j 1! _ lo F71 BLUE 18 AWG TRACER WIRE REQUIRED AT NON- METAL WATER SERVICE PIPING PER UPC 604.10.1 • • �>nro-1i��i1_� 1W_17_ll PER IRC G243S 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION AND THE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FT., THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 Ft OF THE EXHAUST DUCT CONNECTION PER Gx243S.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 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. E - = 100 SQ INCH TRANSFER GRILL LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1B INCHES FROM TOP OF 3'-3' 3'-3' THRESHOLD. (R3113.1) ISI-3' 4'-3' 6'-6' elk L* 30'-0' lvlA 1 N r-LOOR PLAN 1�4u= I -On MAIN PLOOR: 108(5 50. PT. UPPER FLOOR: 15'-014 50. PT. COPIGHT TOTAL : 2482 50. PT. Landmark D s gnDInc. GARAGE: 5"73 50. fT. ALL RIGHTS RESERVED FRONT PORCH: "75 50. PT. REAR PORCH: 20"7 50. fT. WHOLE HOUSE VENTILATION: REFER TO SHEET N-2 TABLE 1505A30) 4 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. 4' 0 SCHED. 40 STL. I 4-3/6'X3' ANCHOR BC (SIMPSON TITAN HD C 4' CONCRETE SLAB SIDE VIEW 4-3/8'X3' ANCHOR BOLTS 81 (SIMPSON TITAN HD OR EQ) 0 3/16 ft1/2'X8'X80 11 TOP VIEW VEHICLE IMPACT 5ARRIER DETAIL GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH 2021 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 11E5 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. 6. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 16' 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. s ° =SMOKE ALARM -CARBON MONOXIDE COMBO. CM. 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. R315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR 4 OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2021 IRG 4 WA. STATE AMENDMENTS SEC R315. 11. INSULATE ALL WATER PIPES t0 MINIMUM R-3 PER WSEC R403B3. 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 TERI'11NATE OUTSIDE THE BUILDING. PER R303B2. 14. GAS PIPING IS TO BE PROTECTED PER G2415.1. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT t0 THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 WR TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10b68mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER t0 THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE 111502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2021 WSEC TABLE R402A.1.1. IS. 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/ BALLOON FRAME WALLS) STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTE- NOTCH 25%, BORING 40%. FASTENERS FOR TREATED - 609- BORING IF DOUBLED 4 WOOD TO BE HOT -DIPPED LESS OR EQUAL SUCCESSIVE STUDS. GALVANIZED, STAINLESS - NON -BEARING MAXIMUM NOTCH STEEL, SILICONE, BRONZE 40%, BORING 60%. OR COPPER - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. Z V in a *r00 ICI W .;. i A �04 �00 �♦� E 0 SR rt •�• F z `° z� a 2A N C� N x 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: 1 L2M-2482-2L Date: 10-20-24 LIC HOUSE NUMBERS TO BE VISIBLE E LEG15LE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH t A MIN. STROKE WIDTH OF 1/2' PER SEC. R31S.1 r-izONT ELEVATION 1/4"=1'-O" 5/4x8 BAND BD. ATOP SLA5 o FRONT 8 REAR PORCHES Al FLASHING 12 iml ____ !I III F-------- 1�_—I 10'-0' 5'-0' S'-0' X TYP. PEN cp � 9' GLCa. e �I 3(L7'X 6' MIN. 0 u�j LAZING , j � 2X6 COFFERED L - _ CLG. LN.- - - L IR � STEP I 134' MIN. SOLID CORE SELF CLOSING WOOD/STEEL DOOR OR 20 MIN. RATED 12 0■ 5/4x8 SAND BD. ATOP SLA5 s FRONT 4 REAR PORCHES W/ FL4SHIN& i i ENTRY � GARAGE USE In' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 0 SINK 0 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS 6® 6 AND BEAMS IN 1/2' GWB PWnR. EF. POST 9' CLCx. 0 2/Ox5/0 FX COVERED � PORCH ,719 CONC. 8 x 8/0 O.H. DOOR 16/0 x 5/0 O.H. DOOR 16'-3' R.O. — — — — _ — — JSDIBXS STROWsWALL EE SIMf ISON PRODUCT GUIDE FOR ICRTAL INSTALLATION DETAILS OF 2) '-6' L. 8'-0' of 29' -3' 4' -3' 430- 40'-0' �4A I N 11.00LAN L VA7I ®N ''All 111511 1/4"=1'-O" GARAGE: 5aO SQ . IT . T4 V e� z E � SON Z�� Mtge M h C.N.. 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-2482-2L Date: 10-20-24 it DE0 RATED 'ER FLAN RAF' ,SIMPSON TYPE JOIST I FLASHINCs JOIST PER 2x PT LEDGEF ROWS LEDGERLOK SCREWS 16' O.G. Z BOARD 36' IGH GUARD RAIL W/ 2 2 PICKETS 6 4' O.C. REQ IRED IF GREATER THAN 30' FROM DECK FF. TO GRADE GOY'fl nEGK 5/4x6 CEDAR DECKING NOTE: HAND DRIVE NAILS AND USE EXTERIOR DECK SCREWS ONLY ON DECKING NOTE: HAND DRIVE AND USE EXTERIO SCREWS ONLY ON14 I I JOIST iUBFLOOR IST PER PLAN =D WALL (BEAM a SIM.) FRA1�IING CONNECTION DECK W/ MFG. FLOOR JST (PERPINDICULER) I I LS 0 on GOV IP DECK 5/4x6 CEDAR DECKING ------------� FLOOR PLAN m CONT. HANDRAIL 34'-M' ABOVE TREAD NOSING. / I' PT RISERS / P.T. 2X12 TREADS TO STRIA HL 35 ANGLE SUPPORT TYPICAL STAIR STAIR NOTES: • MAXIMUM RISE TO BE -1-3/4'. • MINIMUM RUN TO BE Im'. • MINIIMUM STAIR WIDTH TO BE 36'. • PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF TREAD NOSINCs AND MUST EXTEND BEYOND BOTTOM TREAD. • 14AM:iGRIP PORTION OF HANDRAIL SHALL BE DECK JOISTS PER PLAN DBL JST HU212 MTL. HANGERS AT EA. STRINGER 3-2XI2 P.T. STRINGERS DETAIL AND NOTES EAR ELEVA71ON 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 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 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. 0 4X P.T. POST W1 36' HIGH RAILING PER IRC 'SIMPSON' LUS T ❑ TYPE JOIST HANGER %'X6' DECKING 2X T. 4X P.T. 2x8 DECK JOIST 16' O.C. 2x PT LEDGER w/ (2) ROWS LEDGERLOK SCREWS 16' O.G. FRONT RAILING TO BE PAINTED REAR TO BE CEDAR 2x6 SUNWOOD TOP RAILING BAND BOTH SIDES TOP AND BOTTOM Ix3 FRONT DECK Ix4 REAR DECK 24x36" PICKETS SPACED SUCH THAT A 4" SPHERE CANNOT PASS THRU. (IRC 3122) RILING r;)ETAIL FRAMING DECK DETAIL W1 MFG. FLOOR JST (PERPIND ICULER) ID RIM JOIST ' SUBFLOOR OIST PER PLAN 2x FRAMED WALL CREAM e SIM.) Z °0 c, CM 00 °&. z a CD ♦♦♦ E yN E 2ON ♦ Wv .�• 14 A gym oo V moo N� o x .. �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-2482 Date: 10-20-24 1/4" =1'-O" LEFT ELEVATION LEr-7 ELEVA71 ON, 1/4" =1'-O" HOUSE NUMBERS TO BE VISIBLE E 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. R319.1 E:L�iE!\/A7 ON 11511 No No No No WTI ■■I■■ N E:LE\/A7 ON ''All 12 'I 7.001 FizONi ELEVATION 12 010101- MIN 0- 001- Mal10101— 001MIN 001-10 l FRONT ELEVATION 0■ 5/4x8 BAND BD. ATOP SLAB a FRONT 4 REAR PORCHES A/ FLASHIN6 12 \' I "I 5/4x8 BAND BD. ATOP SLAB a FRONT 4 REAR PORCHES W/ FLASHIN6 40 i 0'► Z T� ® V 3 COO.) x� w w_ A .;. z M 0 V] N a000 A zton gyN a N N m w � Z O 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-2482-3L Date: 10-20-24 �'1 U �L00R I.AN L X A71 ON IIA II 1/4" =1'-0" 0 Z" M X A N r--- X 1 x w w 6UEST SUITE 110V O ® I � c 9 CLG. 0 S.D. 4'-2' I ' 4" I I BATH ,X , I L -A 15CLG. S I ®BP 50F. GFM ---------_1 ST P ------ I a'MIN. SOLID CORE SELF CLOS114G OD/STEEL DOOR R 20 MIN. RATED 3'_0, oz I I ENTRY I e � I ' I 0 ry GARAGE USE 1/2' GWB ON ALL WARM AND oz STRUCTURAL WALLS. (1) LAYER 5/8' TYPE SIN oz oz 6® 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS 6A '0 AND BEAMS IN 1/2' GWB PAM. E.F. POT 9' CLG. 0 2/0x5/0 FX COVERED PORCH ---- CONC.---� 8 x 8/0 O.H. DOOR 8'-3' O. 16/0 x 8/0 O.H. DOOR 16'-3' R.O. ---- ------ '-(0' 25'-3' 4'-3' MAIN FLOOR PLAN ELEVATION "A" 8 "B" MAIN FLOOR: 128al 50. r-T. UPPER r-LOOR: 15"14 50. fT. TOTAL: 2&8B 50. FT. GARAGE: Fla 50. r-T . r-RON7 PORCH: 52 50. FT. REAR PORCH: 201 50. r-T. 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 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 TO BE LIMITED TO MAXIMUM 1.0 G.P.M FLOW. I. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 6. 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. KoC =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 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 R403S3. 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 R303B2. 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 18 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 Iro. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET00.668mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 16. CAVITIES WITHIN COMERS 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 2016 WSEC TABLE R402.4.1.1. Z w w� A .;. z M Eg0 ♦ �00 N 00 A z gyN za ton N 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: I L2M-2482-3L Date: 10-20-24 �1 UFFER r-L.00R FL.AN I X A7 I O N IIE5II 1/4"=1'-O" Z T� ® V 3 COO.) x� w w_ A .;. z M 0 V] N a000 A zton gyN a N N CD w 4d& Z O 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-2482-3L Date: 10-20-24 IF • , 6/fDx4/0 XO . , LINEN 0 12 1-4 1 0 4l0x4/e FX 5.G . • ,. ,. . .. .. .. . • "''MAS� SEDl'.OOM "' ?i &' CLG. Ill{l '' iii 'iii ' in ''1- ' r- 110V (!) 5D. • " G> 110V (!) 5D. S!!!DROOM-4&' CLG. ::::J OFEN TOeELOW r 6/fDx2 FX w/ MJI IONS "' . . ,II' in . ' "'' in . ,II ' ,II �Ill Ill .... c--'-------+-f--------" 11.l•!l1·11.liilii!· •!11;, !E:;t:::::::::::::::::::::::::::::::31!.'/ii!i!ll,1/.liil•ii!i/l•�il------+-------�------->L-.J... ' ' � -� � I • • _,,.--2x &ni:> W4Ll./CONCWAU. 2•V4' ¢ X 5' LAG &cREUlil• &TIJO I.IJAU.. 2·3/8' <b X 5' l!!OL T& WI &IMf'eoN YGC ADHESIVE•CONC UW.L 16 6A &TEEL &Tl'IAFPINa. �W..�t�ONE•lMll'ID CIF 1ME AF!"L. t A MIN. CIF 4' FRC!1 cctl�& HOLD UM.TEI'! 1-EATE!i!,->"--f==t.>t TIGI-IT TO - • l!!A<:Xc:;:::::::!::f==.;::==9"'.:!::=� FLEXll!ILE UM.TEI'! COl'NECTIQN& 2X4LEDGER I I £6& .RE TJi!EATED •CONCW4U. 16 6A &TEEL &TRAPFIN!a �MR!Ef'� ONE-lMll'!D C1F 1MI!! AF!"L. • A MIN. CIF 4' FRiOt1 cctlTROL& WATER HEATER SUPPORT NO ec.ALE 6/fDx4 6 xox Q ' I "'· C , ., . UPPER FLOOR FL.AN 1/4"=1'-0" fNTERIQR OIA'Pl'4X (LLlJ11NATIQN FEB eEC 8303,1 ISC IN19t!Ol't &TAIF<WAY& el-lALL eE PlsOYIDED WITH AN ARTIFICIAL LIGI-IT 6CU'tCE TO ILLIJ11NATE TH! LANDINciS AND TJl;!EAD!o. !oTAIF<WAY ILUIMINATION 514ALL l'i!ECEIYE �RY POU.ER FROMne 1!5UILDINCi WIRING. Tl-IE LIGMT 50UF!CE 514ALL eE CAPAeLE OF ILLUMINATINCi TI<EAD!o AND LANDINCir5 TO LEYEL5 NOT LES&THAN I FOOT-CANDLE MEAeUl'i?ED AT TI-IE� OF naEAD5 AND LANDINCir5. TI-IERE 5l4ALL eE A WALL euJITCI,/ AT EAQl FLOOR LEYEL TO CONTROL Tl-IE LIGI-IT 50.JFiCE UI-IEr.E Tl-IE 5TAIF<WAY 1-!Ae &IX OR MORE RISER&. FXGFP!ION; A !oWITCI,/ 1e, NOT r.EQUIRED UI-IERE REMOTE. CENTRAL OR AUTOMATIC CONnr.DL OF Ll<:ol-lTINCi 15 FROYIDED. EXTERIOR OTA!PPAX ILLUMINATION PER eEC � ISC EXTERIOl't !oTAllll!WAY!o 514ALL l!IE �IDED WITI-I AN ARTIFICIALLIGI-IT 50UF!CE LOCATED AT TI-IE TOP LANDINCi OF TI-IE 5TAIF<WAY. 5TAIF<WAY ILLIJ11NATION 514ALL l'i!ECEIYE PRIMARYPOU.ER FROM Tl-IE el.llLDING WIRING. EXTERIOl't 5TAIFilUAY5 f'ROVIDINCi ACCE5& TO A 6A5EMENT FROM Tl-IE OUTDOOR GRADE LEYEL 514ALL eE PROVIDED WITH AN ARTIFICIAL LIGI-IT50UF!CE LOCATED AT Tl-IE 130TTCM LANDINS OF Tl-IE 5TAIF<IUAY, . • • • • EDGE OF5LA6 .. .. . . .=..."'' '1- .=... r ' !:: Ill r, ,; 1--- -,_ ___ ---- 5G / / e!',I)'"'MANLF. NAT. GAS METAL FIREPLACEINSTALL PER MFR 5FEC5. OPTIONALBUILT IN MANU=.NA�GAS 'I MET AL FIF<EPLACEINSTALL FER I-FR fl,, ,5FEC5. u; 7 /�-I 6'teAT ROOM . I 09• CLG. vP � _J : I I • • ,. ", f , " OPTIONALet.JILT IN 'iii ' in . 6LUEl&AW'.is�R WIRE REQUIRED AT NONMl:TAL WATER SERVICE PIPING FER UFC 604.9 "VEI-IIC[i,J: eARRIER ;: HUJ.:f NOTES -PROVIDE EXPANSION TANK � -u? :APPING OUTSIDE ' -PILOT 4 CCNTROL5 TO 6E I&' MIN. OFF FLOOR , • PER A5I-I RAE 90-A-&0 lf • NAT GAS WATER HTR WI MIN. EF OF0b2 • ELECTRIC WATER HTR WI HIN. EFCF0.� cSARAISE; Ll5E 1/2' GI.le ON ALL WAl'<M AND 5� WALLS. (I) LAYER !:>/&' TYFE ; ,. 'X' ON CEILING&. WRAP ALL EXPOSED P05T5AND 6EAM5 IN 1/2' GUJ6 NO DUCT OFENING5IN GARAGE. DUCTS THROUGI-I CLG OR WALL COMMON TO 1--IOU5E,MIN. 26 GAGE STEEL. ,191.31 3,Z,'-,Z,' / . - p11 ill ENIRl'.-' OFEN TO'I" AeOVE 2X6 WALL 3'-3 1. 4• .. 3• - MAIN FLOOR FL.AN 1/4"= I '-0" ,. yrrun BQOM NQTESA1AKE YE AllsFER IRC G2439 MAIN FLOOR: UFFl:R FLOOR: TOTAL.: 1oee SG. FT. IS':f4 SG. FT. 24e2 SG. FT. I.lU--ERE THE EXI-IAUST DUCT 15 CONCEALED WITHIN THE et.JILDING CON5�TION AND Tl-IE EXI-IALl5T DUCT EQUIVALENT LENGTH EXCEEDS3!:> FT, Tl-IE EQUIVALENT LENGTI-I OF Tl-IE EXI-IALl5T DUCT 51-!ALL 6E IDENTIFIED ON A FEFa-1ANENT LABEL OR TAG. THE LABEL OR TAG 51-!ALL 6E LOCATED WITHIN Iii> FT CF THEEXHAUST DUCT CONNECTION FER G2439.1.!>. 2.INST ALLATION5 EXI-IAUSTING MORE TI-IAN 2IZ'IZ' CFM 51-!ALL 6E PROVIDED WITI-I HAKE lJP AIRU.I-IERE A CLOSET 15 DESIGNED FOR THE INSTALLATION OF A CLOTHE& DRYER, AN OFENING HAVING AN AREA a= NOT LESS TI-IANIIZ'IZ' SQ. INCI-IE5 FOR HAKE UP AIR 51-!ALL 6E PROVIDED IN Tl-IE CLOSET ENCLOSURE, OR Ht>.l<E UP AIR 51-!ALL 6E PROVIDED BY OTHERAFPR MEANS FER G2439.S. c ::00!!!:: :i • IIZ'IZ' 5Q INCi-i TRAN!ll'ER GRILL cSARAcSI:: S1S SG. FT. FRONT FORCH: 52 SG. FT. RE:AR FORCH: 201 SG. FT. USING EXI-IAUST FAN5: PROVIDE WI-IF 4 FRE51-1 AIR INTAKE FER51-!EET N-2. •REFER TO 51-!EET N-2 TABLE l!:>01..3..3(1) 4 l!:>IZ'1..3.3<2) FOR FAN SIZING AND Fi!UN TIMES R.JFiiNACE TO HAV'E A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITI-I TIMER AND coNTROL5 ARE TO 6f ADDED FOR Tl-ff: REQUIRED FRE51-1AIR EXCI-IANGE. ,4' 0, • ,. ,. in "'• "' • • • "' I iii • Q � r !:: Q s::! ' r- • . . Q LANDING AT 'EXIT' DOORNOT TO eE LOWER TI-IAN I.S INCI-IE5 FROl"f TOP CF TI-IRE51-!0LD. (R3ll3.1) COPYRIGHT 20111 Landmark DMlgn Inc.ALL AIGHT$ � NOTE- STUD NOTCI-IINGAND BOBING -SEARING OR EXTERIOR WALLNOTCI-I 2!:>ll!o, BORING 4e>ll!o. FASTENERS FOR TREATED • 61Z>% SORING IF DOUBLED 4 WOOD TO 6E 1-!0T-DIPl"ED LESS OR EQUAL 5UCCE55IV'E 5TUD5.GALVANIZED, 5TAINLE55 -NON-SEARING MAXIHlN NOTCI-I STEEL, SILICONE, BRONZE 41Z>%. SORING 61Z>%. OR COPPER -I-IOLE5 NO CLOSER TI-IAN !:>/&INCi-i TO FACE OF STUD. I Plan No: I L2M-2482-2L 1 Date: 1 S-I8-21 M1 S-0 GENERAL NOTES L2 M - 2 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 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 0.19 1.21 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 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE 16 SD-1 12 SD-1 12 SD-1 14 SD-1 12 SD-1 12 SD-1 1 SD-1 2 SD-1 2 SD-1 3 SD-1 7 SD-1 7 SD-1 2 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 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 UPPER FLOOR FRAMING AND UPPER FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE FLOOR TRUSSES BY OTHERS 18 SD-1 19 SD-1 20 SD-1 20 SD-1 21 SD-1 21 SD-1 ROOF TRUSSES BY OTHERS ROOF FRAMING (ELEVATION A) SCALE : 14" = 1'-0" ROOF FRAMING S-3 L2 M - 2 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 1 SD-2 1 SD-2 2 SD-2 3 SD-2 2 SD-2 3 SD-2 2 SD-2 3 SD-2 8 SD-2 9 SD-2 6 SD-2 5 SD-2 11 SD-2 S-4 L2 M - 2 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 OPTIONAL 3-CAR GARAGE FOUNDATION PLAN (ELEVATION A) SCALE : 14" = 1'-0" MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE (ELEVATION A) SCALE : 14" = 1'-0" FOUNDATION PLAN AND MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE 16 SD-1 12 SD-1 12 SD-1 12 SD-1 12 SD-1 12 SD-1 12 SD-1 3 SD-1 3 SD-1 2 SD-1 2 SD-1 7 SD-1 S-5 L2 M - 2 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 OPTIONAL 3-CAR GARAGE UPPER FLOOR FRAMING (ELEVATION A) SCALE : 14" = 1'-0" FLOOR TRUSSES BY OTHERS ROOF TRUSSES BY OTHERS ROOF FRAMING (ELEVATION A) SCALE : 14" = 1'-0" UPPER FLOOR FRAMING AND ROOF FRAMING 20 SD-1 21 SD-1 2 SD-2 3 SD-2 2 SD-2 3 SD-2 8 SD-2 9 SD-2 6 SD-2 1 SD-2 1 SD-2 1 SD-2 2 SD-2 3 SD-2 10 SD-2 1 SD-2 5 SD-2 11 SD-2 S-6 L2 M - 2 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 OPTIONAL GUEST SUITE MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE (ELEVATION A) SCALE : 14" = 1'-0" FOUNDATION PLAN (ELEVATION A) SCALE : 14" = 1'-0" FOUNDATION PLAN AND MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE 16 SD-1 12 SD-1 12 SD-1 12 SD-1 12 SD-1 12 SD-1 12 SD-1 2 SD-1 3 SD-1 7 SD-1 2 SD-1 1 SD-1 7 SD-1 S-7 L2 M - 2 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 UPPER FLOOR FRAMING (ELEVATION A) SCALE : 14" = 1'-0" UPPER FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE (ELEVATION A) SCALE : 14" = 1'-0" UPPER FLOOR FRAMING AND UPPER FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE FLOOR TRUSSES BY OTHERS OPTIONAL GUEST SUITE 18 SD-1 21 SD-1 20 SD-1 S-8 L2 M - 2 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 ROOF TRUSSES BY OTHERS ROOF FRAMING (ELEVATION A) SCALE : 14" = 1'-0" ROOF FRAMING OPTIONAL GUEST SUITE 2 SD-2 3 SD-2 2 SD-2 3 SD-2 8 SD-2 9 SD-2 6 SD-2 1 SD-2 2 SD-2 3 SD-2 10 SD-2 1 SD-2 5 SD-2 11 SD-2 2 SD-2 3 SD-2 12 SD-2 1 SD-2 13 SD-2 S-9 L2 M - 2 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 FOUNDATION PLAN (ELEVATION B) SCALE : 14" = 1'-0" FOUNDATION PLAN AND MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE (ELEVATION B) SCALE : 14" = 1'-0" 16 SD-1 12 SD-1 12 SD-1 14 SD-1 12 SD-1 12 SD-1 1 SD-1 2 SD-1 2 SD-1 3 SD-1 7 SD-1 7 SD-1 2 SD-1 S-10 L2 M - 2 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 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 21 SD-1 21 SD-1 S-11 L2 M - 2 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 ROOF TRUSSES BY OTHERS ROOF FRAMING (ELEVATION B) SCALE : 14" = 1'-0" ROOF FRAMING 1 SD-2 1 SD-2 1 SD-2 8 SD-2 9 SD-2 6 SD-2 10 SD-2 1 SD-2 1 SD-2 S-12 L2 M - 2 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 OPTIONAL 3-CAR GARAGE FOUNDATION PLAN (ELEVATION B) SCALE : 14" = 1'-0" MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE (ELEVATION B) SCALE : 14" = 1'-0"FOUNDATION PLAN AND MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE 16 SD-1 12 SD-1 12 SD-1 12 SD-1 12 SD-1 12 SD-1 12 SD-1 3 SD-1 3 SD-1 2 SD-1 7 SD-1 2 SD-1 S-13 L2 M - 2 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 OPTIONAL 3-CAR GARAGE UPPER FLOOR FRAMING (ELEVATION B) SCALE : 14" = 1'-0" FLOOR TRUSSES BY OTHERS ROOF TRUSSES BY OTHERS ROOF FRAMING (ELEVATION B) SCALE : 14" = 1'-0" UPPER FLOOR FRAMING AND ROOF FRAMING 21 SD-1 20 SD-1 1 SD-2 1 SD-2 8 SD-2 9 SD-2 6 SD-2 10 SD-2 1 SD-2 1 SD-2 1 SD-2 1 SD-2 10 SD-2 S-14 L2 M - 2 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 OPTIONAL GUEST SUITE 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 16 SD-1 12 SD-1 12 SD-1 12 SD-1 2 SD-1 3 SD-1 7 SD-1 2 SD-1 1 SD-1 7 SD-1 S-15 L2 M - 2 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 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 OPTIONAL GUEST SUITE 21 SD-1 20 SD-1 S-16 L2 M - 2 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 ROOF TRUSSES BY OTHERS ROOF FRAMING (ELEVATION B) SCALE : 14" = 1'-0" ROOF FRAMING OPTIONAL GUEST SUITE 1 SD-2 8 SD-2 9 SD-2 6 SD-2 10 SD-2 1 SD-2 1 SD-2 1 SD-2 1 SD-2 10 SD-2 1 SD-2 6 SD-2 S-17 L2 M - 2 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 DECK OPTION FOUNDATION PLAN SCALE : 14" = 1'-0" MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE SCALE : 14" = 1'-0" 16 SD-1 12 SD-1 12 SD-1 24 SD-1 24 SD-1 1 SD-1 3 SD-1 27 SD-1 28 SD-1 SD-1 STRUCTURAL DETAILS L2 M - 2 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024 DECK LEDGER ATTACHMENT DETAIL NO T U S E D SD-2 STRUCTURAL DETAILS L2 M - 2 4 8 2 AMS OCT. 28, 2024 PSE 24.131 CI T Y O F Y E L M S T O C K PL 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 10/28/2024