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Building Plans Lot 372 - Reduced
; < ; FT71UWr..M 30'-0' 4'-10 ' 4'-4 ' 6'-0' 3'-0' 3'-0' _ 4/Ox4/0 XO SG 6/Ox4/0 XO RtS EGRESS FREESTANDING TUB 0 yi.I .C° 8' CLG. EF OPT. GLASS `Q 50 CFM 4 0 MSTR 5ATH MASTER BEDROOM 4" L ----------------- 110V VAULTED CLG. in 77777777777/777 4 0 FFM 5 0 OPT. FLAT W/ 2X6 COFFER - O O ® N B.P. 6 Ln � 0 © i Ln .. O X 5EDROOM-2 x W 110V I i it SD. OX 9'-2' -1' 4�_g� 21 4' 10'-roj' 10 0 BEn ROOM-3 It 2X6 WALL I 0 e w r D OPT. PANASONIC WHISPER 110V 0 �t V.t.O GAB. QUIET CONTINUOUS EXHAUST FAN OR 6 S.D. ® `� 8' CLG. 2 'X3_ EQUAL N 'n 0 W.HF. A/A� 150 GFM I I MIN. HSPF S OB T. IN 3S - ' m 00 L - MAX BTU/H xx,xxx CN 17 R 5' TUB W/ 0 FU © X F V`n m SHWR c-------- O INSULATE MECH. I 0 I WALLS (-I 0 p s °0 EF B cis J. 4 LOFT 8 CLG. -1 j OPEN p TO BELOW o C M A x 0 0 q 1O II `4 ry e I 11'-0' M 0 O o r 2X6 WALL 110V 0 0 -- ---- SHELF ON --- i---aQ-- 110V O ® 4/04/0 FX S.D. B.P. V-2j' I 4'-i ' 3'-6' inPLAY OOM 5EDROOM-4 0 a in I w I 0 I I I - - - - - /0 Fx ---- LIN EGRESS 4/0x4/6 XO in t= N� 4'-0' 6'-0' 4'-0' 4-11 ' g�_�� 2'-6 ' 31_01 14'-0' 10'-6' 5'-6' 30'-0' UPPER fLCCR PLAN ELEVA710N ''A''. 1/4"=1'-0" INTERIOR STAIRWAY ILLUMINATION PER SEC R3031 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 16 PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. UTILITY ROOM NOTES/MAKE UP Al PER IRC G243g 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 G243g.-IB. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS PER G243c3B. 1�1 /\I i = 100 SQ INCH TRANSFER GRILL 0 N d) 2' MI ELECTRIC HEATER l INTEGRAT PUMP TIE NEAR SPI MODEL R PROPH54 15'-6' HVAC UNIT -110 BE MODEL CARRIER HEAT FE4ANF002 I MIN. HSPF OF IBB HEA PUMP PUMP TO BE MODEL CARRIER 25VNA524530 8/0x5/0 XOX GOY RED m PO CH X "x° `L DINING ROOM 0 V CLG. x 0 I I 8/0x /0 XOX OPT. ' BUILT-IN 0 GREAT ROOM I METAL FIREPLACE I Q \ OW O / i INSTALL PER MFR I r X - AKITCHEN SPECS. PROVIDE 6' J �4 V CLG• IN. OUTSIDE AIR O I Z D V I z O SINK W 0 OPT I C.T. R40 BUILT-IN W/ MICRO ABOVE O EF. OPT. 00 CFM DBL. 6, VTOS OVEN O k-1' 4'-0' 8'-3' 3'-0j' 31_30 aD M PNTR. OPEN I 2X6 WALL �� PER I.R TYP. Ca T OVE IN S N3, - - - - ® E G AIR UP 'n tYP. 110V G' 2'I R 7 Rat w in O 0 - - P R 2. Ln 0 V CLG. SD. OPEN RAIL U_ O I AIR GM. 'n I COFFERED �I I PER I.RC. TYP. Z 61 B LU I - O e �I I O Ln m �I I ENTRY Q X I I 0 "'I I OPEN TO ABOVE m 3 2X6C� E ED ----------� - 3'-0' 2'-8' 5'-4' 13,6' MIN. SOLID CORE WATER L IN I� 11TH 0 °O SELF CLOSING DOOR WOOD,STEEL ED HEAT HWH I� z III OR 20 MIN. RATED -C. -=r�VEHICLE IMPACT HEEM ® BARRIER - - 0 4 OPT. / HWiI NOTES �- PROVIDE EXPANSION TANK IN COVERED 0 - PROVIDE SEISMIC STRAPPING PGORNG.H ' - TPRV t0 TERMINATE TO 9w1GR• OUTSIDE - PILOT t CONTROLS TO BE IV 0 MIN. OFF FLOOR 50 C® - PER ASH RAE g0-A-80 ° H 0 - NAT GAS WATER HTR W/ MIN. EF OF 01o2 HE t DETECTOR 2/Ox4 0 SW - ELECTRIC WATER HTR W/ MIN. EF INT RCONNEGTED RAIN GLS. 0 OF 0.133 (SAR &E PER 3142.3 0 ' V USE 1/2' GWB ON ALL WARM AND - - - - `-r STRUCTURAL WALLS. (1) LAYER 5/6' TYPE 2'-3' 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB N4 %0 NO DUCT OPENINGS IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. 16/0 x 8/0 O.H. DOOR 16'-3' R.O. BLUE 14 AWG TRACER WIRE REQUIRED AT NON- METAL WATER PIPING PER SERVICE UPC 604.10.1 LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN INCHES FROM TOP OF I M A I f L 0 0 FLAN THRESHOLD. (R3113.1) T D 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 * CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER < LOWER ONE-THIRD OF THE APPL. t A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO GWB • BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED ® CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER t LOWER ONE-THIRD OF THE APPL. t A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - BASE TO FLOOR WATER HEATER SUPPORT NO SCALE 1/4"=1'-0" MAIN FLOOR: 1065 50. PT. UPPER r-LOOR: 1522 50. FT. TOTAL : 2385 50. f227. GARAGE: 5411 50. r-T. r-RONT PORCH: rtrt 50. PT. REAR PORCH: I Oci 50. T . COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED GENERAL NOTES: I. ALL WORK TO BE IN CONFORMANCE WITH 2O21 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES t0 OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING At ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS t0 BE WATERPROOF t0 MINIMUM 12' ABOVE DRAIN. 6. SHOWERHEADS E KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.PM FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS g. SMOKE ALARMS - TO BE INSTALLED PER SEC R3143 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. =SMOKE ALARM -CARBON MONOXIDE COMBO. C.M. 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. R315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR E OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2021 IRC t WA. STATE AMENDMENTS SEC R315. 11. INSULATE ALL WATER PIPES t0 MINIMUM R-3 PER WSEC R403.53. 12. ALL DUCTS E EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-6 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 R303B.2. 14. GAS PIPING 18 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 t 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 d WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502AB.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEETNO/o68mm) 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 M1502AB.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. Ig. 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) WHOLE HOUSE VENTILATION: REFER TO SHEET N-2 TABLE 1505.430) E 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. Z1110 00 ♦♦♦ yN E cc � OWN A gym z o A4 M 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, 1 Plan No: 1 L2-2385-2L Date: 11-12-24 J 1 MON V I Million 12 s M M M ROOM IRS M I I FRONT EL.E\lATION 12 8 MAIN FLOOR PLAN/FRAMING 5411 50. FT. Z ° COO.) 0 x� w w� A .;. z x� Eew 0 P ♦E N 00 A z gyN za ton N .r 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2385-2L Date: 11-12-24 z 2X6 MIN. 6x6 PT POST BARSE BOARD STAIR NOTES: HANDRAIL TO BE PRESENT ON SOLID TIGHT FITTING: TRUSS BLOCKING ENa TRUSS PER IRC R311.7 4' SPHERE SHALL ON At LEAST ONE SIDE OF STAIR (SEE DETAIL THIS SHEET FOR SAVE (HOLD ENa TRU55 IN PROM PAGE OF WALL) • STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND HANDGRIP PORTION OF HANDRAILS NOT PASS THROUGH HAVE IRULLAR CROSS VENTING) BOTTOM. SHALL RSECTIONHAVE 2 2x8 FASCIA BOARD 5/8 TYPE X 6W6 • ALL USABLE SPACE UNDER STAIRS TO BE I HOUR A MIN. RADIUS OF t1s'. 4 C. ALL REQUIRED GUARDRAILS TO BE 36' 5/8" X SWB CONSTRUCTION. MIN. IN HEIGHT. • MAXIMUM RISE t0 BE 1-3/4'. OPENINGS FOR REQUIRED GUARDS ON NAILN! No' TYPE 'X' GWB • MINIMUM RUN To BE 10'. THE SIDES OF STAIR TREADS SHALL NOT • MINIMUM HEAD HEIGHT t0 BE V-8'. � ALLOW A SPHERE 4 INCHES (102mm) TO PASS TWRDUGH. 2x6 "2 OF STUDS �► 16' O.C. ,` n6 LP�FLAMEBLOGK FIRE -RATED 'i/16" LP PLAMBBLOCK • MINIMUM STAIR WIDTH t0 BE 36'. • PROVIDE CONTINUOUS HAND RAIL 34' t0 38' �F 11:4'7MIX-11/4' MAX ATTACH STUDS TO TOP 4 BOTTOM PLATE WITH OSB SHEATHING W/IBmm PYROTITE TREAD NOSING AND Must EXtEND BEYOND BOTTOM NOSING (3) 16d FRAMING NAILS. LAMINATE APPLIED TO ONLY ONE FACE TREAD. JST. PER PLAN CONSTRUCT TOP PLATE OF (2) STUDS OF WOOD PANEL. SHEATHING MUST BE Sib" TYPE X SWB SIDING OR TRIM PER PLAN PROVIDE GUARD RAILS AT LANDINGS MINIMUM 36' p m INSTALLED HORIZ. AT THE TOP OF THE GYPSUM INSTALLED VERTICALLY W/HORIZONTAL I=XT>rRIOR WALL GOVERIN6: HIGH W/ CLEAR SPACE a WALL ASSEMBLY AND THE BOTTOM PLATE OF JOINTS BLOCKED 4 W/PYROTITE I. P15M CEMENT BOARD �. r1_11 51a1NS NO SCALE • HANDGRIP PORTION OF HANDRAIL SHALL BE A SINGLE STUD. INSTALL 2x6 WOOD STUDS LAMINATE FACING THE OUTSIDE 4 MUST 5. WOOD PIBER PANEL NOT LESS 1 1/4' NOR MORE THAN 2' IN F - vIp pBL. JST O BEAM FULE COVERAGE A COW. HORIZ. AS GROSS -BRACING POSITIONED AT " BE ATTACHED TO THE STUDS W/11�8 6d 4. CEMENT PLASTER (STUCCO) POST DETAIL FOR STRUCTURES CROSS SECTIONAL DIM. to 10' MIN. 10 TIE AT EA STRINGER MID -HEIGHT OF THE WALL. COMMON NAILS SPACED 6 O.G. AROUNTIRE 5. STEEL s1aINS LESS THAN 5' • WINDING TREADS 6' SPI-IERE UNABLE PERIMETER 4 12' O.0 IN THE FIELD. FROM PROPERTY LINE PER IRC R311.1.52.t� TO PASS THROUGH OPENING • SPIRAL STAIRS a _ a BELOW STAIR SAND 2X6 WALL STUD a l�/ IN 3�o PROVIDE MIN 1 1/2' RUN ® A POINT 12' A GM• CEILING, WALLS 5112' THICK NOMINAL 3 PCF DENSITY FROM WHERE TREAD IS NARROWEST (3) 2X12 STRINGERS UNFACED MINERAL FIBER BATT it AF50 ROOF VENTS PER IRC R311.7.10.1 / 5, : a TYPE X: GWB APPLIED VERTICALLY INSULATION FRICTION FIT BETWEEN THE THICKNESS:=-'I/S" (PIRW 'I (50 50. IN. NET FREE AREA) / FIRE BLOCKING • MID -SPAN AND W/ HORIZONTAL JOINTS BLOCKED AND WOOD STUDS, CROSS -BRACING APPROX. MISHT: PSP (PIRW FIRM TEST: UL RI519, 9-12-�16 CONT. HANDRAIL 34'-38' / N STUD WALLS ALONG AND N LIFE WITH STRINGERS IF AREA UNDER FASTENED W/6d CEMENT COATED 11�g' FASTEN COATED I' TOP/BOTTOM PLATES. UL aE51SN U558 ABOVE TREAD NOSING. / NOTCH STRINGERS FOR CONT. 2X4 THRUST BLOCK STAIRS IS UNFINISFED CUP-H4 AD DRYWALL NAILS PICKETS PER IRC 2X4 THRUST BLOCK SHANK DIA. 4 1/ ' HEAD DIA. SPACED 8' I �7 ��E END P I RE�i �� DET I L SOLID TIGHT FITTING TRUSS BLOCKING ON OPEN SIDE / JSr. OR AILS BELOW W/ Ibd NAILS • 12' Oc. O.C. ALONG STUDS 4 PLATES. EXPOSED WEATHER BARRIER FASTENED OVER THE / TO THRUST BLOCK INTERIOR FASTENER HEADS AND WALLBOARD SHEATHING USING SUFFICIENT FASTENERS LESS THAN 5' TO THE PROPERTY LINE I, PT RISERS JOINTS MUST BE TREATED W/(2) GOATS TO PREVENT AIR POCKETS IN THE WRAP 2x8 FASCIA BOARD i / ECK JDOIST8 PER PLAN OF GYPSUM COMPOUND. A MIN. 2' PAPER, &A FILE NO. AP 5640 (GENERIC I HOUR) D5L JST PLASTIC OR FIBERGLASS TAPE MUST BE ONE LAYER s, ' TYPE X GWB APPLIED a 2x STUDS PER PLAN P.T. 2XI2 EMBEDDED IN FIRST LAYER OF EXTERIOR WALL COVERING: PARALLEL OR AT RIGHT ANGLES TO TREADS HU212 COMMPOUND OVER WALLBOARD JOINTS. 1. FIBER CEMENT BOARD EACH SIDE OF MIN 2X3 STUDS, TURNED 7i6' SHEATHING TO SYRINGE MTL. HANGERS 2. TI-11 SIDING 24 O.C. WITH rod AT EA. STRINGERFLATWISE, 3. WOOD FIBER PANEL CEMENT -COATED NAILS, 1-1i8' LONG, EXTERIOR WALL COVERING 3-2X12 P.T. STRINGERS 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING 0.0915 SHANK, 1i4' HEADS, -I' O.C. PER PLAN 3LAND�ING: HORIZONTAL JOINTS STAGGERED NOT EXTERIOR DESIGN: NCC-ES REPORT - ESR-1365) WALL TYPE 43.4 - 1 HR EXTERIOR WALL ASSEMBLY LESS THAN 12' ON OPPOSITE SIDED. coNc PAD NO SCALE NO SCALE HL 35 ANGLE SUPPORT EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 E TABLE R302.1 PER IRC 302 4 TABLE R302.1 NO SCALE H I HOUR �1RE-r;)ETAIL5 J TYPICAL STAIR DETAIL AND NOTES FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION R302.11 • R302.12 1. IN CONGEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING 4 FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL INTERCONNCECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. R302.1. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. ATTIC VENTILATION AT LEAST 40% 4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. BEPROOM 4 FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) --\ &ARAGE 12 6� R-60 INSULATION ATTIC SPACE ZMANUF TRUSSES 24'O.C. SEE ROOF FRAMING PLAN iuTUTM TYP. INT. WALL (2) 2x4 TOP iE 1/2' GWB 2X4 STUD a 16' O.G. 2x4 BOT. E COMPOSITION ROOF W/ 300 INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING I2 ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. 6 ROOF DRIP EDGES PER SEC. R9052.8.5 \ PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. KITCHEN 2x SCREENED EAVE VENT BLOCKS WK3) 1112' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES MASTER A.1.c. 2x6 STUDS 61 1&' O.G. 2x6 BOTTOM PLATE BTU { 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. (U-FACTOR 0.056 PER APPENDIX A VCOMMERCIAL POR BARRIER�Y CODE) (WARM SIDE) 1/2' GYP. BD FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) ---\ DINING ROOM R-36 HIGH DENSITY INSULATION a FLOOf GRADE JAI6 MIL VISQUEEN VAPOR �• BARRIER THROUGHOUT GRWLSP�rGE CRAWLSPACE. • LL- p LAP SPLICES 12' MIN. 1 TIGHTL INE FOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC SU I Ln I NG sEeT I ON 3/5"= I'-O" COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. GRADE rz V �Q 1`I COD M g ♦♦. `n W w E • ® kn Z � y o yn ♦ cv �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-2385-2R Date: 11-12-24 II UPPER FLOOR ELECTRICAL I/411= I I_OII I i MAIN FLOOR ELEGTR I GAL I/411= 11_Ou 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 STAIRWAY ILLUMINATION PER SEC R303B IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) t LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. o 110 V W/ BATTERY C BACKUP CABLE T.V. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBS EXT. FAN VTOS HEAT DETECTOR INTERCONNECTED PER 31423 (GARAGE) EV CHARGER (ELECTRIC VEHICLE) ONE PER DWELLING PER SEC R335 IRC SMOKE DETECTOR 110 VOLT PER 3143 -0—UC T 4 !W +EV 110V S.D. z ♦♦♦ y � oN0 � QCAz00 1-4 ♦ N N O �a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2385-2R Date: 11-12-24 1 'd ; DEO 'ER FLAN RAF' FLASHINCs t BOARD RATED ,SIMPSON TYPE JOIST I JOIST PER 2x PT LEDGEF ROWS LEDGERLOK SCREWS 16' O.G. I I JOIST iUBFLOOR IST PER PLAN =D WALL (BEAM a SIM.) FRA1 IING CONNECTION 1@ DECK W/ MFG. FLOOR JST (PERPINDICULER) AND DRIVE NAILS EXTERIOR DECK LILY ON DECKING CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. / / / I' PT RISERS / P.T. 2XI2 TREADS TO STRIA HL 35 ANGLE SUPPORT DECK JOISTS PER PLAN DBL JST HU212 MTL. HANGERS AT EA. STRINGER 3-2XI2 P.T. STRINGERS TYPICAL STAIR DETAIL AND NOTES STAIR NOTES: • MAXIMUM RISE TO BE 1-3/4'. • MINIMUM RUN TO BE Im'. • MNIIMUM STAIR WIDTH TO BE 36'. • PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. • HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS 1 1/4' NOR MORE THAN 2' IN rQnaa 9.WrT1eWA1 P')IM 12 6 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. REAR ELEVATION 1/4" = 1'-0" '-_�4X P.T. POST W/ 36' HIGH RAILING PER IRC 'SIMPSON' LUS 'X' TYPE JOIST HANGER %'X6' DECKING -,- '.T. 2x& DECK JOIST 6 16' O.C. 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 ?x2x36" PICKETS SPACED SUCH THAT A 4" SPHERE CANNOT PASS THRU. (IRC 3122) RILING DETAIL 2x PT LEDGER w/ (2) ROWS LEDGERLOK SCREWS 16' O.G. iZIGHT ELEVATION 1/4"=1'-O" ink FRAMING DECK DETAIL W/ MFG. FLOOR JST (PERPINDICULER) 12 14 f:rl q= ID RIM JOIST ' SUBFLOOR ST PER PLAN 2x FRAMED WALL (BEAM m aim.) Z v M z a ♦♦♦ E yN E � SON A gym 00 yn CA 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: DECK Date: 11-12-24 1/4" =1'-O" L S-0 GENERAL NOTES L2 M - 2 3 8 5 - 2 AMS NOV. 5, 2024 PSE 24.134 YE L M S T O C K P L A N PSF25 WIND SPEED: WIND EXPOSURE: ROOF SNOW LOAD: DRAWN BY: ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK; FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. SHEET NO: ORIGINAL DRAWING DATE: PSE NUMBER: SCALE: RE V I S I O N S PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com PHILLIPS STRUCTURAL ENGINEERING PHILLIPS STRUCTURAL ENGINEERING PH I L L I P S S T R U C T U R A L E N G I N E E R I N G DESIGNER:20 2 1 I B C / A S C E 7 - 1 6 B 110 MPH N.T.S. (U.N.O.) RE V . D E L T A D A 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 HI ILL P STODD ISHAWN N O G TTATS O FE L L ARUTC U R T S E N G INEER REENIGNEANOISSEF O R P 11/5/2024 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 3 8 5 - 2 AMS NOV. 5, 2024 PSE 24.134 YE L M S T O C K P L A N PSF25 WIND SPEED: WIND EXPOSURE: ROOF SNOW LOAD: DRAWN BY: ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK; FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. SHEET NO: ORIGINAL DRAWING DATE: PSE NUMBER: SCALE: RE V I S I O N S PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com PHILLIPS STRUCTURAL ENGINEERING PHILLIPS STRUCTURAL ENGINEERING PH I L L I P S S T R U C T U R A L E N G I N E E R I N G DESIGNER:20 2 1 I B C / A S C E 7 - 1 6 B 110 MPH N.T.S. (U.N.O.) RE V . D E L T A D A T E RE V I S I O N D E S C R I P T I O N LANDMARK 39394 P HI ILL P STODD ISHAWN N O G TTATS O FE L L ARUTC U R T S E N G INEER REENIGNEANOISSEF O R P 11/5/2024 MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE 12 SD-1 12 SD-1 12 SD-1 12 SD-1 1 SD-1 2 SD-1 2 SD-1 2 SD-1 3 SD-1 7 SD-1 7 SD-1 7 SD-1 13 SD-2 14 SD-2 14 SD-2 14 SD-2 2 SD-1 14 SD-2 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 3 8 5 - 2 AMS NOV. 5, 2024 PSE 24.134 YE L M S T O C K P L A N PSF25 WIND SPEED: WIND EXPOSURE: ROOF SNOW LOAD: DRAWN BY: ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK; FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. SHEET NO: ORIGINAL DRAWING DATE: PSE NUMBER: SCALE: RE V I S I O N S PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com PHILLIPS STRUCTURAL ENGINEERING PHILLIPS STRUCTURAL ENGINEERING PH I L L I P S S T R U C T U R A L E N G I N E E R I N G DESIGNER:20 2 1 I B C / A S C E 7 - 1 6 B 110 MPH N.T.S. (U.N.O.) RE V . D E L T A D A T E RE V I S I O N D E S C R I P T I O N LANDMARK 39394 P HI ILL P STODD ISHAWN N O G TTATS O FE L L ARUTC U R T S E N G INEER REENIGNEANOISSEF O R P 11/5/2024 UPPER FLOOR FRAMING AND UPPER FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE FLOOR TRUSSES BY OTHERS 14 SD-1 18 SD-1 18 SD-1 17 SD-1 19 SD-1 20 SD-1 21 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 3 8 5 - 2 AMS NOV. 5, 2024 PSE 24.134 YE L M S T O C K P L A N PSF25 WIND SPEED: WIND EXPOSURE: ROOF SNOW LOAD: DRAWN BY: ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK; FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. SHEET NO: ORIGINAL DRAWING DATE: PSE NUMBER: SCALE: RE V I S I O N S PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com PHILLIPS STRUCTURAL ENGINEERING PHILLIPS STRUCTURAL ENGINEERING PH I L L I P S S T R U C T U R A L E N G I N E E R I N G DESIGNER:20 2 1 I B C / A S C E 7 - 1 6 B 110 MPH N.T.S. (U.N.O.) RE V . D E L T A D A 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 ILL P STODD ISHAWN N O G TTATS O FE L L ARUTC U R T S E N GINEER REENIGNEANOISSEF O R P 11/5/2024 25 SD-1 27 SD-1 26 SD-1 27 SD-1 26 SD-1 25 SD-1 27 SD-1 26 SD-1 27 SD-1 26 SD-1 20 SD-1 25 SD-1 29 SD-1 30 SD-1 1 SD-2 1 SD-2 2 SD-2 S-4 L2 M - 2 3 8 5 - 2 AMS NOV. 5, 2024 PSE 24.134 YE L M S T O C K P L A N PSF25 WIND SPEED: WIND EXPOSURE: ROOF SNOW LOAD: DRAWN BY: ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK; FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. SHEET NO: ORIGINAL DRAWING DATE: PSE NUMBER: SCALE: RE V I S I O N S PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com PHILLIPS STRUCTURAL ENGINEERING PHILLIPS STRUCTURAL ENGINEERING PH I L L I P S S T R U C T U R A L E N G I N E E R I N G DESIGNER:20 2 1 I B C / A S C E 7 - 1 6 B 110 MPH N.T.S. (U.N.O.) RE V . D E L T A D A T E RE V I S I O N D E S C R I P T I O N LANDMARK 39394 P HI ILL P STODD ISHAWN N O G TTATS O FE L L ARUTC U R T S E N G INEER REENIGNEANOISSEF O R P 11/5/2024 FOUNDATION PLAN (ELEVATION A) SCALE : 14" = 1'-0" MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE (ELEVATION A) SCALE : 14" = 1'-0" OPTIONAL 3-CAR GARAGE FOUNDATION PLAN AND MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE 12 SD-1 12 SD-1 12 SD-1 12 SD-1 12 SD-1 12 SD-1 3 SD-1 2 SD-1 1 SD-1 14 SD-2 13 SD-2 S-5 L2 M - 2 3 8 5 - 2 AMS NOV. 5, 2024 PSE 24.134 YE L M S T O C K P L A N PSF25 WIND SPEED: WIND EXPOSURE: ROOF SNOW LOAD: DRAWN BY: ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK; FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. SHEET NO: ORIGINAL DRAWING DATE: PSE NUMBER: SCALE: RE V I S I O N S PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com PHILLIPS STRUCTURAL ENGINEERING PHILLIPS STRUCTURAL ENGINEERING PH I L L I P S S T R U C T U R A L E N G I N E E R I N G DESIGNER:20 2 1 I B C / A S C E 7 - 1 6 B 110 MPH N.T.S. (U.N.O.) RE V . D E L T A D A T E RE V I S I O N D E S C R I P T I O N LANDMARK 39394 P HI ILL P STODD ISHAWN N O G TTATS O FE L L ARUTC U R T S E N G INEER REENIGNEANOISSEF O R P 11/5/2024 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" OPTIONAL 3-CAR GARAGE UPPER FLOOR FRAMING AND ROOF FRAMING 25 SD-1 27 SD-1 26 SD-1 25 SD-1 29 SD-1 27 SD-1 26 SD-1 27 SD-1 26 SD-1 1 SD-2 1 SD-2 2 SD-2 25 SD-1 19 SD-1 30 SD-121 SD-1 8 SD-2 S-6 L2 M - 2 3 8 5 - 2 AMS NOV. 5, 2024 PSE 24.134 YE L M S T O C K P L A N PSF25 WIND SPEED: WIND EXPOSURE: ROOF SNOW LOAD: DRAWN BY: ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK; FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. SHEET NO: ORIGINAL DRAWING DATE: PSE NUMBER: SCALE: RE V I S I O N S PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com PHILLIPS STRUCTURAL ENGINEERING PHILLIPS STRUCTURAL ENGINEERING PH I L L I P S S T R U C T U R A L E N G I N E E R I N G DESIGNER:20 2 1 I B C / A S C E 7 - 1 6 B 110 MPH N.T.S. (U.N.O.) RE V . D E L T A D A T E RE V I S I O N D E S C R I P T I O N LANDMARK 39394 P HI ILL P STODD ISHAWN N O G TTATS O FE L L ARUTC U R T S E N G INEER REENIGNEANOISSEF O R P 11/5/2024 MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE (ELEVATION B) SCALE : 14" = 1'-0" FOUNDATION PLAN (ELEVATION B) SCALE : 14" = 1'-0" FOUNDATION PLAN AND MAIN FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE 12 SD-1 12 SD-1 12 SD-1 12 SD-1 3 SD-1 7 SD-1 7 SD-1 7 SD-1 1 SD-1 2 SD-1 2 SD-1 2 SD-1 13 SD-2 14 SD-2 14 SD-2 14 SD-2 2 SD-1 14 SD-2 SD-1 STRUCTURAL DETAILS L2 M - 2 3 8 5 - 2 AMS NOV. 5, 2024 PSE 24.134 YE L M S T O C K P L A N PSF25 WIND SPEED: WIND EXPOSURE: ROOF SNOW LOAD: DRAWN BY: ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK; FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. SHEET NO: ORIGINAL DRAWING DATE: PSE NUMBER: SCALE: RE V I S I O N S PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com PHILLIPS STRUCTURAL ENGINEERING PHILLIPS STRUCTURAL ENGINEERING PH I L L I P S S T R U C T U R A L E N G I N E E R I N G DESIGNER:20 2 1 I B C / A S C E 7 - 1 6 B 110 MPH N.T.S. (U.N.O.) RE V . D E L T A D A T E RE V I S I O N D E S C R I P T I O N LANDMARK 39394 P HI ILL P STODD ISHAWN N O G TTATS O FE L L ARUTC U R T S E N G INEER REENIGNEANOISSEF O R P 11/5/2024 NO T U S E D SD-2 STRUCTURAL DETAILS L2 M - 2 3 8 5 - 2 AMS NOV. 5, 2024 PSE 24.134 YE L M S T O C K P L A N PSF25 WIND SPEED: WIND EXPOSURE: ROOF SNOW LOAD: DRAWN BY: ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK; FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. SHEET NO: ORIGINAL DRAWING DATE: PSE NUMBER: SCALE: RE V I S I O N S PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com PHILLIPS STRUCTURAL ENGINEERING PHILLIPS STRUCTURAL ENGINEERING PH I L L I P S S T R U C T U R A L E N G I N E E R I N G DESIGNER:20 2 1 I B C / A S C E 7 - 1 6 B 110 MPH N.T.S. (U.N.O.) RE V . D E L T A D A T E RE V I S I O N D E S C R I P T I O N LANDMARK 39394 P HI ILL P STODD ISHAWN N O G TTATS O FE L L ARUTC U R T S E N G INEER REENIGNEANOISSEF O R P 11/5/2024 DECK LEDGER ATTACHMENT DETAIL