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HomeMy WebLinkAboutBLD2021-00180-07- BUILDING PLANSA.B.:ANCHOR BOLT A.P.A.:THE ENGINEERED WOOD ASSOCIATION (FORMERLY AMERICAN PLYWOOD ASSOCIATION) BLKG.:BLOCKING BRG.:BEARING B.U.:BUILT UP CANT.:CANTILEVERED C.F.M.:CUBIC FEET PER MINUTE CONT.:CONTINUOUS DBL.:DOUBLE DW.:DISHWASHER D.F.:DOUGLAS FIR F.:FRIDGE FDN.:FOUNDATION FURN.:FURNACE FTG.:FOOTING G.L.B.:GLUE LAMINATED BEAM (ALSO GLM) G.W.B.:GYPSUM WALL BOARD H.F.:HEMLOCK FIR H.P.:HEAT PUMP L.V.L.:LAMINATED VENEER LUMBER (ENGINEERED WOOD PRODUCT) MAX.:MAXIMUM MFR.:MANUFACTURER MIN.:MINIMUM O.C.:ON CENTER (SPACING) O.H.D.:OVER HEAD DOOR O.S.B.:ORIENTED STRAND BOARD (SHEATHING) P.L.:POINT LOAD P.TK.:PRESSURE TANK P.T.:PRESSURE TREATED P.S.F.:POUNDS PER SQUARE FOOT P.S.I.:POUNDS PER SQUARE INCH REQ.:REQUIRED RN.:RANGE S&R.:SHELF AND ROD T&G.:TONGUE AND GROOVE T.B.D.:TO BE DEFINED T.O.W.:TOP OF WALL TYP.:TYPICAL U.L.:UNDERWRITER LABORATORIES U.N.O.:UNLESS NOTED OTHERWISE W.H.:WATER HEATER W.S.:WATER SOFTENER 1 - SUB-CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: VERIFYING & MEETING ALL LOCAL & STATE CODE REQUIREMENTS, REVIEWING APPROVED PLANS & COMPLYING WITH ALL APPROVED REQUIREMENTS OF THE ENGINEERING & THE BUILDING DEPARTMENT, MEETING ALL SAFETY REQUIREMENTS & STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED & OR REQ. BY STATE & LOCAL AUTHORITIES, & VERIFYING ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. 2 - NO CHANGES ARE TO BE MADE TO THE PLAN WITHOUT THE CONSENT OF THE DESIGNER, ENGINEER & BUILDING DEPARTMENT. 3 - FIRE-BLKG. IS REQ. AT ALL PENETRATIONS AT THE WALLS & PLATES INCLUDING PLUMBING, ELECTRICAL & MECHANICAL PENETRATIONS. FIRE- BLOCK AT 10' O.C. HORIZONTALLY IN WALL CAVITIES MIN. 4 - W.H. IS TO BE INSTALLED PER MFR. SPECIFICATIONS, 2018 IRC. REQUIREMENTS & THE STATE ADOPTED PLUMBING CODE. TANK MUST BE STRAPPED AT THE UPPER & LOWER THIRD OF THE TANK. LOWER STRAP IS TO BE 4" MIN. ABOVE THE CONTROLS PER 2018 IRC. CHAPTER 13 SECTION M1307.2. WHEN INSTALLED IN GARAGE, ALL APPLIANCES MUST HAVE THE SOURCE OF IGNITION 18" ABOVE THE SLAB MIN. MECHANICAL & PLUMBING EQUIPMENT IS TO BE PROTECTED FROM IMPACT OF A VEHICLE. 5 - USE 5/8" SHEETROCK OR 1/2" SAG-RESISTANT AT THE CEILING PER 2018 IRC. SECTION R702.3.5. 6 - FLASHING IS REQ. AT ALL EXTERIOR TRIM EXTRUSIONS, WINDOW SILLS, JAMBS & OTHER AREAS THAT WATER MAY INTRUDE PER THE 2018 IRC. INSTALL WINDOWS PER MFR. INSTRUCTIONS. 7 - ALL BEDROOMS ARE TO HAVE AN EGRESS WINDOW WITH A MIN. 20" X 24" OPENING NOT LESS THAN 5.7 SQ. FT. GGEENNEERRAALL CCOONNSSTTRRUUCCTTIIOONN NNOOTTEESS EXHAUST FANS IN BATHS SHALL BE AS INDICATED ON PLANS WITH 30 C.F.M. CONT. TOTAL OF CONT. C.F.M. RATINGS FOR ALL EXHAUST FANS IN HOUSE SHALL BE IN ACCORDANCE WITH SECTION M1507 OF THE 2018 IRC. SEE TABLE M1507.3.3(1) FOR REQUIRED AMOUNT OF C.F.M. AIRFLOW. VVEENNTTIILLAATTIIOONN SSYYSSTTEEMM NNOOTTEESS WIND & SEISMIC HORIZONTAL FORCES IMPOSED ON THIS STRUCTURE ARE RESISTED BY A SYSTEM OF ENGINEERED MEMBERS & FASTENERS DESIGNED TO RESIST THE BASE LOADS SET FORTH BY THE DESIGN CRITERIA. THE HORIZONTAL STRUCTURAL SYSTEM IS ENGINEERED TO TRANSFER THESE LOADS TO A PRESCRIPTIVE FDN. BASED ON THE 2018 IRC. THE PRESCRIPTIVE DESIGN & CONSTRUCTION OF THE VERTICAL FRAMING MEMBERS SHALL BE CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONVECTIONAL LIGHT FRAME CONSTRUCTION METHODS OF THE 2018 IRC. GGEENNEERRAALL SSTTRRUUCCTTUURRAALL NNOOTTEESS 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 UNIFORM PLUMBING CODE (UPC) 2018 WASHINGTON STATE ENERGY CODE (WSEC) AAPPPPLLIICCAABBLLEE CCOODDEESS DDEEFFIINNIITTIIOONNSS THE DRAFTING DEPARTMENT HAS NOT UNDERGONE A DESIGN REVIEW FOR THE FUNCTIONALITY OR AESTHETICS OF THIS MODIFIED PLAN. THE CHANGES MADE TO THIS PLAN ARE AT THE DISCRETION OF THE CLIENT & SALES CONSULTANT. 3D ISOMETRIC DRAWINGS ARE FOR ILLUSTRATION ONLY! PLANS, DETAILS & ENGINEERING TAKE PRECEDENCE OVER ANY 3D DRAWING WITHIN THIS PLAN. TTHHEESSEE PPLLAANNSS HHAAVVEE BBEEEENN RREEVVIIEEWWEEDD AANNDD AAPPPPRROOVVEEDD BBYY:: CLIENT NAME SALES ASSOCIATE MMIISSCC.. NNOOTTEESS FOR CRAWL SPACE -FOR CRAWL SPACE -NO ADDITIONALNO ADDITIONALCHANGES IF MEETINGCHANGES IF MEETING1/150 VETNING.1/150 VETNING.FOR SLAB ON GRADE/FOR SLAB ON GRADE/BASEMENTSBASEMENTSNEED TO ADD VENTNEED TO ADD VENTPIPING FROMPIPING FROMFOUNDATION TO ROOFFOUNDATION TO ROOFPER NOTESPER NOTESADD ONE OF THESEADD ONE OF THESEUNDER THE MISC.UNDER THE MISC.NOTES IF IT APPLIESNOTES IF IT APPLIES PPOORRCCHH SSLLAABBSS//DDEECCKKSS NNOOTT IINNCCLLUUDDEEDD UU..NN..OO.. -- SSEEEE CCOONNTTRRAACCTT TTHHIISS PPLLAANN SSEETT IISS TTOO BBEE UUSSEEDD IINN CCOONNJJUUNNCCTTIIOONN WWIITTHH TTHHEE DDEETTAAIILL PPAACCKKEETT RREEFFEERR TTOO DDEETTAAIILL PPAACCKKEETT FFOORR 22001188 WWAASSHHIINNGGTTOONN SSTTAATTEE EENNEERRGGYY CCOODDEE CCOOMMPPLLIIAANNCCEE SSEELLEECCTTIIOONNSS G A R A G E D O O R O P E N E R 8070 FURN.FURNACE HUNG FROM TRUSSES HEAT PUMP GGAARRAAGGEE K. WILSON JACINDA KAYE 22 CLIPPER LANE PORT LUDLOW, WA 98365 990700022 PARCEL # - 37900137 ROOF SNOW LOAD:25 WIND SPEED (ASD):100 WIND SPEED (ULT):130 EXPOSURE:B SEISMIC ZONE:D0 FROST DEPTH:12" SS:1.27 S1:0.513 SOIL BEARING:1500 P.S.F. GARAGE =264 SQ. FT. SHEET INDEX Label Title G-000 COVER SHEET S-101 FOUNDATION PLAN S-201 BRACED LATERAL PLAN A-101 MAIN FLOOR PLAN A-106 ROOF PLAN A-201 ELEVATIONS A-301 CROSS SECTIONS E-101 ELECTRICAL PLAN 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 3/24/20213/24/2021 G-0 00G-00 0 SHEET: C L I E N T I N F O : J A C I N D A K A Y E B A S E P L A N I D : C U S T O M L O C A T I O N : 2 2 C L I P P E R L A N E P O R T L U D L O W , W A 9 8 3 6 5 P A R C E L I D : 3 7 9 0 0 1 3 7 P R O J E C T I D : 3 7 9 0 0 1 3 7 CCOONNTTAACCTT IINNFFOORRMMAATTIIOONN DDEESSIIGGNN TTEECCHHNNIICCIIAANN CCUUSSTTOOMMEERR SSAALLEESS OOFFFFIICCEE LEXAR HOMES - PENINSULA OFFICE 92 KALA SQUARE PLACE PORT TOWNSEND, WA 98368 PHONE: 360.379.1799 DDEESSIIGGNN CCRRIITTEERRIIAA FFLLOOOORR AARREEAASS K. WILSON DDRRAAFFTTIINNGG TTEECCHHNNIICCIIAANN =CONCRETE STEM WALL FFOOUUNNDDAATTIIOONN PPLLAANN NNOOTTEESS DDEETTAAIILL STRAPS AT CORNERS &/OR END WALLS SHALL HAVE 1" CONCRETE EDGE DISTANCE, TYP. U.N.O. USE RJ STRAPS ON RIM JOIST APPLICATIONS SEE SHEAR WALL SCHEDULE ON S-201 FOR A.B. SIZE & SPACING. PROVIDE 18" X 24" OPENING FOR CRAWL SPACE ACCESS. PLACE OPENING BETWEEN FLOOR JOISTS. ACCESS TO UNDER FLOOR SPACE PER 2018 IRC. SECTION R408.4. 16" X 8" FDN. VENTS AS REQ. VENTS TO BE PLACED BETWEEN JOISTS & BAFFLED WITH R-10 RIGID FOAM INSULATION. EACH VENT PROVIDES 0.52 SQ. FT. OF VENTILATION. FDN. VENTS ARE TO BE INSTALLED AT 1 SQ. FT. VENTILATION PER 150 SQ. FT. OF CRAWL SPACE PER 2018 IRC. SECTION R408.2. VENTS ARE TO BE A MAX. OF 36" FROM BUILDING CORNERS. **WA STATE AMENDMENTS ALLOW FOR 1 SQ. FT. PER 300 SQ. FT. OF CRAWL SPACE** S-10 S-01.1 S-01.2 1 2 3 4 4" CONCRETE SLAB ON COMPACT FILL TO SLOPE TOWARD VEHICLE OPENING TO ALLOW FOR DRAINAGE. GARAGE SLAB HEIGHT T.B.D. AT JOB SITE & MUST ALLOW FOR FROST DEPTH REQUIREMENTS. 5 DRYER VENTING TO BE BROUGHT DOWN TO CRAWL SPACE THROUGH WALL BEHIND DRYER & VENTED THROUGH NEAREST SUITABLE FDN. VENT. 6 24" X 24" FURN. BUCKOUT IN FDN. & GARAGE SLAB. LINE BUCKOUT WITH 1" RIGID FOAM ON THREE SIDES & BOTTOM. 7 S-15 ALL FTG. & FDN. SIZES IN ACCORDANCE TO 2018 IRC. SECTION R403.1(1). ENGINEER/ARCHITECT HAS REVIEWED THIS PLAN FOR LATERAL FORCES ONLY & IS NOT RESPONSIBLE FOR FTG. & FDN. SIZING UNLESS SPECIFICALLY NOTED OTHERWISE. SEE FTG. & STEMWALL SCHEDULE FOR ALL SIZES & REINFORCEMENTS. EXTERIOR CONT. FTG. ARE ENGINEERED. REFER TO CALCS & SCHEDULE. 8 FFOOUUNNDDAATTIIOONN PPLLAANN NNOOTTEESS ALL WOOD IN CONTACT WITH CONCRETE SHALL BE H.F. #2 MIN. TREATED WITH AN APPROVED PRESERVATIVE & GALVANIZED HOT DIPPED CONNECTORS (OR) STANDARD H.F. ON AN IMPERVIOUS MOISTURE BARRIER PER THE 2018 IRC. (OR) BORATE TREATED H.F. #2 MIN. A PROVIDE APPROPRIATE BLOCK-OUTS IN FTG. OR WALLS FOR PLUMBING & ELECTRICAL STUB OUTS. B USE 3000 P.S.I. CONCRETE WHERE REQ. BY THE 2018 IRC. TABLE 402.2. MAX. COMPRESSIVE STRENGTH AT 28 DAYS. C 2X P.T. MUDSILL TO BE INSTALLED FLUSH WITH THE INSIDE FACE OF FDN. WALL AT JOIST BRG. POINTS TO ACCEPT JOIST HANGERS. VERIFY THAT THE MUDSILL IS SQUARE AT ALL CORNERS. ATTACH THE MUDSILL TO THE FDN. WITH 1/2" X 10" A.B. & 1/4" X 3" X 3" WASHERS AT 6" O.C. D REBAR IS NOT REQ. IN INTERIOR FTG. UNLESS IT IS BELOW A LOAD BRG. POINT OR AN INTERIOR SHEARWALL PER 2018 IRC. SECTION R403.1.3. E WHERE REQ. PER 2018 IRC. SECTION R406.1, FDN. WALLS SHALL BE DAMP PROOFED AROUND THE ENTIRE PERIMETER USING A METHOD THAT IS APPROVED BY THE BUILDING DEPARTMENT. F BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH & HAS BEEN ANCHORED TO THE FLOOR ABOVE (OR) HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. EXCEPTION: BRACING IS NOT REQ. FOR WALLS SUPPORTING LESS THAN 4' (48") OF UNBALANCED BACKFILL. (2018 IRC. SECTION R404.1.7) G ALL FTG. SHALL BEAR ON STIFF, FIRM SOIL MEETING THE REQUIREMENTS OF SITE CLASS "D" PER THE 2018 IRC. SECTION R301.2.2. DESIGN IS BASED ON 1500 P.S.F. SOIL. CONTRACTOR MUST VERIFY WITH BUILDING DEPARTMENT THAT THESE CONDITIONS ARE MET PRIOR TO WORK. H PROVIDE 6MM BLACK POLY VISQUEEN VAPOR BARRIER IN CRAWL SPACE SEALED TO STEM WALLS. I LLEEGGEENNDD =3-1/2" PONY WALL =WALL ABOVE =PLUMB DROP =JOIST HANGER S-01.1 S-01.2 A A C A 301 A 301 A 301 A 301 11'-11" 2 1 '-1 1 " 11'-11" 2 1 '-1 1 " 2 4 '-1 1 3 /8 " 00 11FOUNDATION PLAN 1/8 IN = 1 FT THIS ONE ONLY FOR WHEN STONE IS BEING USED F1F1 TYP. @ EXT. 55 SLAB ON GRADE S T H D 1 0 S T H D 1 0STH D 1 0 S T H D 1 0 S-01.4 S-01.4 LABEL SIZE REINFORCEMENT 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 3/24/20213/24/2021 S -10 1S-1 01 SHEET: C L I E N T I N F O : J A C I N D A K A Y E B A S E P L A N I D : C U S T O M L O C A T I O N : 2 2 C L I P P E R L A N E P O R T L U D L O W , W A 9 8 3 6 5 P A R C E L I D : 3 7 9 0 0 1 3 7 P R O J E C T I D : 3 7 9 0 0 1 3 7 FOOTING SCHEDULE F1 12" X 18" CONT. FTG.(3) #4 BAR W/ 24" LAP SPLICES CONTINUOUS FOOTINGS ARE DESIGNED WITH A MIN. SOIL BEARING OF 1500 P.S.F. TYP. U.N.O. VENTING CALCS # OF VENTS XX XX VENTING AREA XX SQ. FT XX SQ. FT PER CODE SHOWN ON PLANS A 7/16" OSB ONE SIDE .113" X 2" @ 6" O.C.72" O.C.2X 165 A1 7/16" OSB ONE SIDE .113" X 2" @ 6" O.C.48" O.C.2X 200/250 B 7/16" OSB ONE SIDE .113" X 2" @ 4" O.C.32" O.C.2X 300/400 C 7/16" OSB ONE SIDE .113" X 2" @ 3" O.C.24" O.C.2X 390/490 C1 7/16" OSB EACH SIDE .113" X 2" @ 3" O.C.24" O.C.2X 780/980 D 7/16" OSB ONE SIDE .113" X 2" @ 2" O.C.16" O.C.3X OR (2) 2X 510/715 A. FIELD NAILING SHALL BE 12" O.C. ON SHEARWALLS A-D ONLY. B. FIELD NAILING SHALL BE 6" O.C. ON SHEARWALLS E-H ONLY. C. BLOCKING IS REQ. AT ALL PANEL EDGES. BLOCKING SIZE MUST MATCH SILL PLATE SIZE. D. SHEATHING TO BE PLACED VERTICALLY. STAGGER SHEATHING WHERE APPLIED ON BOTH SIDES OF WALLS. E. ATTACH BOTTOM PLATE OF WALL TO FLOOR OR SILL W/ .131" X 3" AT 8" O.C. (ASSUMING CONT. SHEATHING OVER RIM/PLATE) F. (2) 2X MAY BE USED IN LIEU OF SINGLE 3X IF EDGE NAILING IS STAGGERED BETWEEN PLATES, & PLATES ARE STITCH NAILED TOGETHER W/ .131" X 3" AT 4" O.C. STAGGERED. G. WHEN USING ANCHOR BOLTS, 3" X 3" X .229" PLATE WASHER SHALL BE USED - SEE NOTES BELOW FOR ADDITIONAL ATTACHMENT REQUIREMENTS. APA RATED SHEATHING NAIL SIZE & SPACING @ EDGES SILL PLATE ATTACHMENT MASAP OR 1/2" ANCHOR BOLT SPACING SILL PLATE SIZE @ FND CAPACITY (PLF) SEISMIC/WINDLABEL SSHHEEAARR WW AALLLL SSCCHHEEDDUULLEE NNOOTTEESS SSHHEEAARR WW AALLLL SSCCHHEEDDUULLEE GENERAL NOTES: SSHHEEAARR WW AALLLL PPLLAANN NNOOTTEESS PLEASE VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ANY MODIFICATIONS TO THE STRUCTURE MUST BE REVIEWED & APPROVED BY THE ENGINEER OF RECORD. FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL PER SECTION R403 OF THE 2018 IRC. FOUNDATIONS: ALL CONCRETE MATERIALS SHALL BE PER 2018 IRC SECTION R402. MIN. DESIGN STRENGTH (F'C) SHALL BE 2,500 P.S.I. HOWEVERR, 3,000 P.S.I. CONCRETE IS REQ. FOR WEATHERING PROTECTION WHERE CONCRETE IS EXPOSED TO THE WEATHER. AIR ENTRAINMENT SHALL BE NOT LESS THAN 5% OR MORE THEN 7%. CONCRETE: MIN. GRADE 40 U.N.O. LAP ALL SPLICES PER 2018 IRC SECTION R608.5.4.3. MIN. CONCRETE COVER FOR REINFORCING STEEL PER 2018 IRC SECTION R608.5.4.1. A. INTERIOR FACES OF SLABS &/OR WALLS = 1-1/2" B. EXPOSED TO WEATHER OR EARTH = 1-1/2" FOR #5 & SMALLER & 2" FOR #6 & LARGER C. FOOTING BARS REQUIRE 3" COVER REINFORCING STEEL: ALL ANCHOR BOLTS EMBEDDED IN CONCRETE OR MASONRY SHALL BE A307 U.N.O. (1/2" X 10") POST-INSTALLED BOLTS INTO CONCRETE NOT OTHERWISE SPECIFIED SHALL BE SIMPSON TITEN HD 1/2" X 8" ANCHOR. INSTALL IN ACCORDANCE WITH MFR'S SPEC'S, INCLUDING MIN. EMBEDMENT & EDGE DISTANCE REQUIREMENTS. EPOXY-GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SIMPSON SET-XP EPOXY. ANCHOR BOLTS: WOOD USED ABOVE GROUND SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 FOR THE CONDITIONS LISTED IN THE CODE PER THE 2018 IRC SECTION R317. P.T. WOOD: ALL METAL CONNECTORS COMING IN CONTACT WITH P.T. WOOD SHALL BE SIMPSON "Z-MAX", TRIPLE ZINC COATED, OR HOT DIPPED GALVANIZED FOR CORROSION RESISTANCE. METAL CONNECTORS: CONNECTION DESIGNS ARE BASED ON THE PUBLISHED REQUIREMENTS IN TABLE R602 OF THE 2018 IRC. ALTERNATE FASTENING SCHEDULES MAY BE APPROVED IF PROVIDED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. NAILS: PRE-FABRICATED ROOF TRUSSES TO BE DESIGNED, FABRICATED & INSTALLED PER MFR DRAWINGS & INSTALLATION INSTRUCTIONS. PRE-FABRICATED ITEMS TO BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER. FABRICATOR TO PROVIDE ALL TRUSS TO TRUSS CONNECTION DETAILS. ALL TEMPORARY AND PERMANENT BRACING REQ. FOR THE STABILITY OF THE TRUSS ELEMENTS UNDER GRAVITY LOADS & IN-PLANE WIND OR SEISMIC LOADS SHALL BE DESIGNED BY THE TRUSS ENGINEER. PRE-FABRICATED ROOF TRUSSES: GLUED LAMINATED WOOD BEAMS SHALL BE GRADE DF24F-V4, FB=2,400 P.S.I., FV=240 P.S.I. U.N.O. GLUED LAMINATED BEAMS (GLB): LVL MATERIAL SHALL HAVE THE FOLLOWING MIN. PROPERTIES: E=1.7E, FB=2,650 P.S.I. PSL MATERIAL SHALL HAVE THE FOLLOWING MIN. PROPERTIES: E=2.0E, FB=3,100 P.S.I. ENGINEERED LUMBER (LVL-PSL): EENNGGIINNEEEERR:: EINSTEIN DESIGN CARLIE BERARD, P.E. WILLIAM OBROCK ARCHITECT NCARB 606 COMMERCIAL AVE SUITE D ANACORTES, WA 98221 PHONE: 360.915.9142 EXT:123 G1 19/32" OSB EACH SIDE .113" X 2" @ 3" O.C.24" O.C.2X 980/1360 H 19/32" OSB ONE SIDE .113" X 2" @ 2" O.C.16" O.C.3X OR (2) 2X 640/890 F 19/32" OSB ONE SIDE .113" X 2" @ 4" O.C.32" O.C.2X 380/530 E 19/32" OSB ONE SIDE .113" X 2" @ 6" O.C.72" O.C.2X 260/360 G 19/32" OSB ONE SIDE .113" X 2" @ 3" O.C.24" O.C.2X 490/680 3/24/2021 55160 SIGE R T SHINEOFWA T A T S G T O N NNOOIISSSSEEFF N NIIGGNNEELLAA R R E E E EOO RR P P E R E D NNAAEEIILLRRAACC D D R R AA RREEBBEENN 8070 A A C 00 11BRACED LATERAL PLAN 1 1 1 1 A AAA 1/8 IN = 1 FT PORTAL FRAMING PER DETAIL A-09 3-1/2" X 12" GLB B BBB 2 2 2 2 S T H D 1 0 S T H D 1 0STH D 1 0 S T H D 1 0 ROOF LOAD:SNOW - 25. PSF, DEAD - 15 PSF WIND SPEED:130 MPH (ULT), 100 MPH (ASD), EXPOSURE "B" SEISMIC:DESIGN CATEGORY "D0", SS = 1.27, S1 = 0.513, IE = 1.0 , SITE CLASS "D", R = 6.5 SOIL BEARING:1500 P.S.F. U.N.O. FROST DEPTH:MIN. BEARING DEPTH SHALL BE 12" U.N.O. 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 3/24/20213/24/2021 S -20 1S-2 01 SHEET: C L I E N T I N F O : J A C I N D A K A Y E B A S E P L A N I D : C U S T O M L O C A T I O N : 2 2 C L I P P E R L A N E P O R T L U D L O W , W A 9 8 3 6 5 P A R C E L I D : 3 7 9 0 0 1 3 7 P R O J E C T I D : 3 7 9 0 0 1 3 7 DESIGN CRITERIA =2X6 WALL - FULL HEIGHT WALL PER PLAN - STUDS SPACED AT 16" O.C. - PROVIDE R-23.5 BIBS INSULATION ON EXTERIOR WALLS. PROVIDE 1/2" DRYWALL OR 7/16" OSB AS REQUIRED. FFLLOOOORR PPLLAANN NNOOTTEESS DDEETTAAIILL ALL HEADERS ON EXTERIOR WALLS TO BE INSULATED W/ 2" R-10 RIGID FOAM OR EQ. WHERE ABLE. USE 3-1/2" OR 3-1/8" WIDE HEADERS WHENEVER POSSIBLE TO ACCOMPLISH THIS. A-02 1 PROVIDE LANDING (BY OTHERS) AT MIN. 36" DEPTH BY FULL WIDTH OF DOOR. LANDINGS OVER 36" ABOVE GRADE REQUIRED GUARD PER 2018 IRC. 2 PROVIDE 18" X 24" OPENING FOR CRAWL SPACE ACCESS. PLACE OPENING BETWEEN FLOOR JOISTS. ACCESS TO UNDER FLOOR SPACE PER 2018 IRC SECTION R408.4 3 PROVIDE A MIN. 22" X 30" ROUGH OPENING FOR ATTIC ACCESS W/ TIGHT FITTING DOOR THAT IS BACKED W/ INSULATION. 4 SELF CLOSING 1-3/8" SOLID CORE (20 MINUTE) FIRE DOOR. 5 INSTALL RECESSED DRYER VENT BOX BEHIND DRYER. DRYER VENT TO RUN INTO FDN TYP. U.N.O. 6 PROVIDE 1/8" HARDBOARD W/ FSK PAPER OR EQUIVALENT MOISTURE RATED BOARD BEHIND ALL TUBS & SHOWERS AT EXTERIOR WALLS FOR FULL 6- SIDED INSULATION INSTALL. 7 PROVIDE 5/8" TYPE-X GWB ON HOUSE/GARAGE COMMON WALLS AS REQ. 8 GGEENNEERRAALL FFRRAAMMIINNGG NNOOTTEESS TYPICAL FLOOR FRAMING CONSISTS OF 3/4" (OR EQUIVALENT) T&G APA RATED SHEATHING (SPAN RATING 48/24) OVER I-JOISTS PER PLAN. A FIRE BLOCKING IS REQ. AT ALL PENETRATIONS AT THE WALLS & PLATES INCLUDE: PLUMBING, ELECTRICAL & MECHANICAL PENETRATIONS. FIRE BLOCK AT MIN. 10' O.C. HORIZONTALLY IN WALL CAVITIES. B U.N.O. NAIL ALL TOP PLATES TOGETHER W/ 10D NAILS AT 12" O.C. & AT SPLICES W/ 10D NAILS AT 6" O.C. LAP SPLICES A MIN. OF 48" TYP. NAIL ALL BOTTOM PLATES TO FLOOR SHEATHING & MUDSILL W/ (2) 10D NAILS AT EACH STUD BAY. NAIL ALL OSB SHEATHING W/ 8D NAILS AT 6" O.C. ON EDGE & 12" O.C. IN THE FIELD U.N.O. EXTERIOR STUDS MUST BE SPACED AT 16" O.C. C WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS U.N.O. D PROVIDE (2) BEARING (TRIMMER) STUDS BELOW EACH END OF ALL HEADERS, BEAMS & GIRDER TRUSSES 6'-0" IN LENGTH & OVER U.N.O. E USE 5/8" SHEETROCK OR 1/2" SAG-RESISTANT AT CEILING PER 2018 IRC SECTION R702.3.5 & TABLE. F SEE ENGINEERING ON S-201 FOR ALL SHEARWALL PLACEMENTS & REQUIREMENTS. SHEARWALL DETAILS MUST BE FOLLOWED EXACTLY. NOTIFY THE DESIGNER OF ANY DISCREPANCIES OR CONCERNS. G REVIEW APPROVED PLANS & DETAILS PRIOR TO STARTING FRAMING WORK. CHECK FOR SPECIFIC REQUIREMENTS ON NAILING, BLOCKING, SHEATHING & ANCHOR ATTACHMENTS. H 6X6 OR 4X4 POST IN WALL. GANG STUDS MAY BE USED INSTEAD OF SOLID POST TYP. U.N.O. I SUB-CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: - VERIFYING & MEETING ALL LOCAL & STATE CODE REQ. - REVIEWING APPROVED PLANS & COMPLYING WITH ALL APPROVED REQ. OF THE ENGINEER & THE BUILDING DEPT. - MEETING ALL SAFETY REQUIREMENTS & STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED & OR REQ. BY STATE & LOCAL AUTHORITIES. - VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. J LLEEGGEENNDD =2X4 WALL - FULL HEIGHT WALL PER PLAN - STUDS SPACED AT 16" O.C. - PROVIDE 1/2" DRYWALL OR 7/16" OSB AS REQUIRED. =2X6 HALF WALL - 42" TALL WALL W/ WOOD CAP - STUDS SPACED AT 16" O.C. W/ 1/2" DRYWALL ON EACH SIDE AS REQ. ALL PORCH BEAMS TO BE POCKETED INTO WALLS PER DETAIL A-05. TYP. U.N.O. 9 MAIN FLOOR CEILING HEIGHT: 8' - TYP. U.N.O.10 G A R A G E D O O R O P E N E R 8070 A 301 A 301 A 301 A 301 6'6' 2 2 ' 12' 2 2 ' 12' 00 11MAIN FLOOR PLAN 24X30 ATTIC 44 1/8 IN = 1 FT FURN.FURNACE HUNG FROM TRUSSES HEAT PUMP 3-1/2" X 12" GLB GGAARRAAGGEE EXTERIOR DOOR SCHEDULE SIZE ROOM NAME FIRE TEMPERED COMMENTS AREA 8070 GARAGE 56.0 TOTALS:56.0 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 3/24/20213/24/2021 A-1 01A-10 1 SHEET: C L I E N T I N F O : J A C I N D A K A Y E B A S E P L A N I D : C U S T O M L O C A T I O N : 2 2 C L I P P E R L A N E P O R T L U D L O W , W A 9 8 3 6 5 P A R C E L I D : 3 7 9 0 0 1 3 7 P R O J E C T I D : 3 7 9 0 0 1 3 7 PROJECTED -THIS IS THE AREA OF THE ROOF PLANE POLYLINE, INCLUDING FASCIA AND SHADOW BOARDS, AS SEEN IN FLOOR PLAN VIEW. IT DOES NOT EQUAL THE ROOF SURFACE AREA UNLESS THE PITCH IS 0. SURFACE -THIS IS THE AREA OF THE ROOF PLANE'S TOP SURFACE, WHICH COVERS THE FASCIA AND SHADOW BOARDS WITH THE PITCH TAKEN INTO ACCOUNT. OVERHANG -THIS IS THE AREA OF THE ROOF PLANE'S OVERHANG, INCLUDING FASCIA AND SHADOW BOARDS, AS SEEN IN FLOOR PLAN VIEW. VAULTED -THIS IS THE AREA OF THE CEILING PLANE POLYLINE, AS SEEN IN FLOOR PLAN VIEW. IT DOES NOT EQUAL THE CEILING SURFACE AREA UNLESS THE PITCH IS 0. R-07 2 CONTINUOUS RIDGE VENTING - CUT SHEATHING BACK 1" AT RIDGE ON EACH SIDE - SEE NOTE 6 FOR VENTING REQUIREMENTS. 11 SQ. IN. NFVA PER LINEAR FOOT. 3 4 PROVIDE A MIN. 22" X 30" ROUGH OPENING FOR ATTIC ACCESS W/ TIGHT FITTING DOOR THAT IS BACKED W/ INSULATION. 5 FOLLOW ALL TRUSS FRAMING DETAILS PER MFR. TRUSS COMPANY LAYOUT SUPERCEDES TRUSSES SHOWN ON THIS PLAN. 6 PROVIDE ATTIC VENTILATION PER 2018 IRC SECTION R806.2. THE NET FREE VENTILATED AREA SHALL BE 1/300 SQ. FT. 50% OF THE REQ. VENTILATION AREA SHALL BE A MAX OF 3' BELOW THE RIDGE OR HIGHEST POINT OF SPACE. THE BALANCE OF REQ. VENTILATION SHALL BE PROVIDED AT THE EAVES. MIN. ROOF VENTILATION TO BE A 50/50 SPLIT. PREFERRED VENTILATION TO BE A 40 (UPPER)/60 (LOWER) SPLIT. 7 8 U.N.O. SHEATH ROOF PER 2018 IRC SECTION R602 & TABLE R605.3(1). FASTEN PANELS W/ 8D NAILS AT 6" O.C. AT EDGE & 12" O.C. IN THE FIELD. DO NOT STAPLE UNLESS APPROVED BY A LICENSED ENGINEER! 9 U.N.O. TOE-NAIL EACH END OF TRUSS AT BEARING WALLS W/ (2) 10D NAILS & FASTEN W/ TRUSS CLIPS PER PLAN. TOE-NAIL ALL GABLE END TRUSSES W/ (2) 10D NAILS AT 16" O.C. INTO TOP PLATES. 10 TYPICAL OVERHANGS AS FOLLOWS U.N.O. (MEASURED FROM WALL FRAMING) -GABLES - 13-1/2" - EAVES - 17-1/2" 11 PROVIDE VENTED SOFFITS AT ALL EAVES U.N.O. 11 SQ. IN. NFVA PER LINEAR FOOT. R-01.1 R-01.1 RROOOOFF SSHHEEAATTHHIINNGG SSIIZZEE UP TO 40 LBS 7/16" OSB UP TO 70 LBS 15/32" OSB UP TO 130 LBS 5/8" OSB RROOOOFF AARREEAA NNOOTTEESS LOMANCO P60 STATIC ROOF VENT - XX TOTAL - INSTALL PER MFR'S SPEC'S - VENTING PROVIDED XX SQ. FT. NFVA REPLACE PLAN NOTE 3 WITH THIS FOR BENCHMARK HOMES OR WHERE STATIC ROOF VENTS ARE REQUIRED PROVIDE BIRD BLOCKING BETWEEN ALL TRUSSES 5.96 SQ. IN. PER LINEAR FOOT. NFVA REPLACE PLAN NOTE 11 WITH THIS FOR BENCHMARK HOMES PROVIDE BIRD BLOCKING BETWEEN ALL TRUSSES 5.96 SQ. IN. PER LINEAR FOOT. NFVA ADD ON TO NOTE 11 WITH THIS FOR JP PLANS EXODUS ENGINEERING HAS REVIEWED THE TRUSS LAYOUT AND SPECIFICATIONS BY TRUSS COMPONENTS (JOB # XXXXXXXX) AND HAS FOUND THEM COMPLIANT WITH THE ENGINEERING REQUIREMENTS OF THIS PLAN PROVIDE THIS NOTE IF ENGINEERING WAS DONE WITHOUT THE TRUSSES THIS APPLIES FOR EXODUS ENGINEERING ONLY with CENTRALIA jobs RROOOOFF PPLLAANN NNOOTTEESS DDEETTAAIILL 1 FOR ALTERNATIVE ROOF HOLE CUTOUT AND DUCT TYPE/SIZE, REFER TO 2018 IRC M1506.2. EXHAUST FAN LOCATION - TO BE VENTED TOWARDS BACK OF HOME - DETERMINED IN FIELD - 6" DIA. HOLE CUT OUT FOR VENTING W/ 6" FLEX DUCT. IF NOT USING JACK TRUSSES FROM MFR. FOR OVERFRAMING AREAS, REFER TO NOTES BELOW FOR OVER FRAMING CONSTRUCTION (2018 IRC SECT. 802.3 & TABLE 802.4.1 RIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGER - 2X4 RAFTER (RAFTER SPAN UP TO 6'-0") - 2X6 RAFTER (RAFTER SPAN UP TO 8'-10") - 2X8 RAFTER (RAFTER SPAN UP TO 11'-2") - 2X10 RAFTER (RAFTER SPAN UP TO 13'-8") THESE VALUES ARE BASED OFF A 24" SPACING USING D.F. #2 LUMBER.FOR ALTERNATE SPACING OR LUMBER TYPE, REFER TO TABLE 802.4.1(4) 55 :: 1122 55 :: 1122 A 301 A 301 A 301 A 301 8 ' 24X30 ATTIC 44 00 11ROOF PLAN P R E -M A N U F A C T U R E D T R U S S E S @ 2 4 " O .C . P E R M F R S P E C S ADD DETAIL CALLOUTS, FOOTNOTES AND VENTS AS REQUIRED ADD DETAIL CALLOUTS, FOOTNOTES AND VENTS AS REQUIRED 1/8 IN = 1 FT 3-1/2" X 12" GLB R-01.1 R-01.1 R-03.1 R-03.1 33 S O L I D S O F F I T A T T H I S L O C A T I O N 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 3/24/20213/24/2021 A-1 06A-10 6 SHEET: C L I E N T I N F O : J A C I N D A K A Y E B A S E P L A N I D : C U S T O M L O C A T I O N : 2 2 C L I P P E R L A N E P O R T L U D L O W , W A 9 8 3 6 5 P A R C E L I D : 3 7 9 0 0 1 3 7 P R O J E C T I D : 3 7 9 0 0 1 3 7 ROOF AREA PROJECTED SURFACE OVERHANG VAULTED 362 SQ. FT.392 SQ. FT.91 SQ. FT.XXX SQ. FT. 00 11ELEVATION - FRONT TOP OF SLAB - 0' TOP OF WALL- 8'-1 1/8" APPROXIMATE HEIGHT - 13'-1 1/8" 1/8 IN = 1 FT 00 22 ELEVATION - RIGHT 1/8 IN = 1 FT0044ELEVATION - LEFT 1/8 IN = 1 FT 00 33 ELEVATION - BACK 1/8 IN = 1 FT 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 3/24/20213/24/2021 A-2 01A-20 1 SHEET: C L I E N T I N F O : J A C I N D A K A Y E B A S E P L A N I D : C U S T O M L O C A T I O N : 2 2 C L I P P E R L A N E P O R T L U D L O W , W A 9 8 3 6 5 P A R C E L I D : 3 7 9 0 0 1 3 7 P R O J E C T I D : 3 7 9 0 0 1 3 7 ARCHITECTURAL COMPOSITION ROOFING. LP VENTED SOFFIT 1X2 SOFFIT TRIM 1/2" SAG RESISTANT GYP. CEILING BOARD FASCIA PER PLAN 2X4 SUB FASCIA MANUFACTURED TRUSSES PER PLAN R-49 ATTIC INSULATION SYNTHETIC ROOF UNDERLAYMENT W/ WATER & ICE SHIELD WHERE APPLICABLE INSULATION BAFFLE W/ 1" AIR GAP OSB SHEATHING PER PLAN 2x TRUSS BLOCKING CONT. METAL GUTTER FLASHING W/ DRIP EDGE P I T C H P E R P L A N A STEM WALL & HORIZONTAL REBAR PER SCHEDULE (SEE SHEET S-101) #4 VERT BAR @ 48" O.C. U.N.O. .6 MIL. BLACK POLY. VAPOR BARRIER (SEALED TO STEM WALLS) FINISHED GRADE JOISTS PER PLAN 3/4" T&G SUBFLOOR (GLUED & NAILED) JOIST HANGER R-30 INSULATION P.T. 2X7 SILL PLATE WITH 1/2" EXTERIOR OFFSETANCHOR BOLT PER PLAN OR SHEARWALL SCHEDULE SHEATHING & SIDING TO EXTEND 1/2" BELOW SILL PLATE CONC. FOOTING & REBAR PER SCHEDULE (SEE SHEET S-101) C 6 "M I N . A TYPICAL WALL SECTION SCALE: 3/4 IN = 1 FT0101 B CC INSTRUCTIONSINSTRUCTIONS LOCATED THE BLOCK YOU NEED INLOCATED THE BLOCK YOU NEED IN YOUR LIBRARYYOUR LIBRARY POINT TO POINT FROM THE TOPPOINT TO POINT FROM THE TOP RIGHT CORNER OF BLOCK TO THERIGHT CORNER OF BLOCK TO THE TOP RIGHT CORNER OF THETOP RIGHT CORNER OF THE CORRESPONDING AREA IN THECORRESPONDING AREA IN THE VIEWPORT AREAVIEWPORT AREA BENCHMARK PLAN GETS CEILINGBENCHMARK PLAN GETS CEILING HEIGHT OF 7'-9 1/8" DUE TO USINGHEIGHT OF 7'-9 1/8" DUE TO USING SMALLER STUDS OF 88-5/8".SMALLER STUDS OF 88-5/8". JP PLANS GET 8' CEILING ONJP PLANS GET 8' CEILING ON TRADITIONAL AND MODERNTRADITIONAL AND MODERN FARMHOUSE STYLE, AND 9'FARMHOUSE STYLE, AND 9' CEILING ON TIIMBER AND PRAIRIECEILING ON TIIMBER AND PRAIRIE 2X6 SOLE PLATE R23.5 BIBS INSULATION 2X6 WALL STUDS SPACED PER WALL LEGEND 1/2" G.W.B. 2X6 WINDOW SILL WITH 1/4" TILT TOWARD EXTERIOR 2X6 NAILER TYP. HEADER (PER PLAN) R-10 RIGID FOAM INSULATION. DBL. 2X6 TOP PLATE 7/16" OSB SHEATHING TYVEK DRAIN WRAP SIDING PER PLAN DUPONT STRAIGHT FLASH. WRAP MIN. 3" INTO SILL & 3" DOWN FACE OF EXTERIOR 5/4X4 WINDOW TRIM LOW-E GLAZING. SEE WINDOW SCHEDULE FOR SPECIFICATIONS. WINDOW HEADER TRIM PER PLAN 3" HIGH BACK FLASHING 3/8" AIR GAP ABOVE FLASHING B C E I L I N G H E I G H T P E R P L A N 00 11 CROSS SECTION - AA 4" CONCRETE SLAB TOP OF SLAB - 0' TOP OF WALL- 8'-1 1/8" APPROXIMATE HEIGHT - 11'-7 1/2"ARCHITECTURAL COMP. ROOFING TRUSSES PER PLAN THICKEND SLAB FOOTING R-01.1 R-01.1 1/8 IN = 1 FT TYP.12 5 R-01.4 R-01.4 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 3/24/20213/24/2021 A-3 01A-30 1 SHEET: C L I E N T I N F O : J A C I N D A K A Y E B A S E P L A N I D : C U S T O M L O C A T I O N : 2 2 C L I P P E R L A N E P O R T L U D L O W , W A 9 8 3 6 5 P A R C E L I D : 3 7 9 0 0 1 3 7 P R O J E C T I D : 3 7 9 0 0 1 3 7 EELLEECCTTRRIICCAALL PPLLAANN NNOOTTEESS DDEETTAAIILL ALL KITCHEN & BATHROOM OUTLETS TO BE ON GFCI CIRCUITS A ALL OUTLETS & SWITCHES TO BE PLACED PER 2018 CODE BY LICENSED ELECTRICIAN - PLACEMENT TO BE DETERMINED & LOCATED DURING WALK THROUGH B SMOKE DETECTORS SHALL BE 110V HARD WIRED W/ BATTERY BACKUP & SHALL BE INTERCONNECTED. OWNER SHALL BE RESPONSIBLE FOR SMOKE DETECTORS IF A MONITORED FIRE SYSTEM IS REQ. C GENERIC ITEMS SHOWN ON PLANS. EXACT LOCATIONS TO BE FIELD LOCATED. REFER TO CONTRACT FOR ANY ADDITIONAL/OPTIONAL ITEMS. EELLEECCTTRRIICCAALL SSCCHHEEDDUULLEE 90% OF ALL PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICIENCY LAMPS. (2018 WSEC SECTION R404.1 OR 2018 IRC N1104.1) D 50 CFM 00 11ELECTRICAL PLAN FURN.FURNACE HUNG FROM TRUSSES HEAT PUMP 1/8 IN = 1 FT 30 AMP PANEL ELECTRICAL SCHEDULE 220 POWER FOR HEAT PUMP 220V WEATHERPROOF OUTLET CO DETECTOR CEILING MOUNTED OUTLET DUPLEX EXHAUST (LIGHT) EXHAUST (WALL MOUNTED) EXHAUST FAN EXTERIOR LIGHT LIGHT FIXTURE PENDANT LIGHT SMOKE DETECTOR SWITCH WALL HEATER WALL MOUNT LIGHT SHOP LIGHT WP CO P SD WP CO P SD 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 3/24/20213/24/2021 E -10 1E-1 01 SHEET: C L I E N T I N F O : J A C I N D A K A Y E B A S E P L A N I D : C U S T O M L O C A T I O N : 2 2 C L I P P E R L A N E P O R T L U D L O W , W A 9 8 3 6 5 P A R C E L I D : 3 7 9 0 0 1 3 7 P R O J E C T I D : 3 7 9 0 0 1 3 7