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HomeMy WebLinkAboutBLD2021-00046-07- BUILDING PLANSSELECTED OPTION DESCRIPTION CREDITS 1A EFFICIENT BUILDING ENVELOPE 0.5 1B EFFICIENT BUILDING ENVELOPE 1.0 1C EFFICIENT BUILDING ENVELOPE 2.0 1D (A)EFFICIENT BUILDING ENVELOPE 0.5 2A AIR LEAKAGE CONTROL & EFFICIENT VENTILATION 0.5 2B AIR LEAKAGE CONTROL & EFFICIENT VENTILATION 1.0 2C AIR LEAKAGE CONTROL & EFFICIENT VENTILATION 1.5 3A (B)HIGH EFFICIENCY HVAC EQUIPMENT 1.0 3B (B)HIGH EFFICIENCY HVAC EQUIPMENT 1.0 3C (B)HIGH EFFICIENCY HVAC EQUIPMENT 1.5 3D (B)HIGH EFFICIENCY HVAC EQUIPMENT 1.0 4 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM 1.0 5A EFFICIENT WATER HEATING 0.5 5B EFFICIENT WATER HEATING 1.0 5C EFFICIENT WATER HEATING 1.5 5D EFFICIENT WATER HEATING 0.5 6 EFFICIENT BUILDING ENVELOPE 1C 2.0 A.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 TOTAL CREDITS 3.5 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, 2015 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 2015 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 2015 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 2015 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. GGEE NN EE RRAA LL CC OONN SS TT RRUU CCTT II OO NN NNOO TT EE SS 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 2015 IRC. SEE TABLE M1507.3.3(1) FOR REQUIRED AMOUNT OF C.F.M. AIRFLOW. VV EE NNTT II LLAA TT IIOO NN SS YY SS TT EE MM NN OOTT EE SS 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 2015 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 2015 IRC. GGEE NN EE RRAA LL SS TT RRUU CCTT UU RRAA LL NN OO TTEE SS 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) 2015 UNIFORM PLUMBING CODE (UPC) 2015 WASHINGTON STATE ENERGY CODE (WSEC) AAPP PP LL IICC AABB LL EE CC OO DDEE SS DD EE FF IINN IITT II OO NNSS THE ENERGY CREDITS CHOSEN BELOW COMPLY WITH THE TABLE R406.2 - ENERGY CREDITS (WAC 51-11R) OF THE 2015 WSEC. SEE TABLE 406.2 FOR FULL DESCRIPTIONS OF THE CREDIT OPTIONS. THE BUILDING WITHIN THIS PLAN SET MUST COMPLY WITH ALL SELECTED CREDITS. . PROJECTS USING THIS OPTION MAY NOT USE OPTION 1A, 1B OR 1C. . PROJECTS MAY ONLY INCLUDE CREDIT FROM ONE SPACE HEATING OPTION, 3A, 3B, 3C, OR 3D. WHEN A HOUSING UNIT HAS TWO PIECES OF EQUIPMENT (I.E. TWO FURNACES), BOTH MUST MEET THE STANDARD TO RECEIVE THE CREDIT. WW AASS HH II NNGG TT OONN SS TTAA TT EE EE NN EE RRGG YY CC OO DDEE *LEXAR HOMES REGIONAL SALES OFFICE IS RESPONSIBLE FOR PROVIDING ENERGY CODE SELECTIONS ON THIS PLAN SET* 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. TT HH EE SSEE PP LL AANN SS HH AAVV EE BBEE EE NN RR EE VV IIEE WW EE DD AA NNDD AAPP PP RROO VV EE DD BB YY :: CLIENT NAME SALES ASSOCIATE PORCH SLABS/DECKS NOT INCLUDED U.N.O. - SEE CONTRACT THIS PLAN SET IS TO BE USED IN CONJUNCTION WITH THE DETAIL PACKET MM II SS CC.. NNOO TT EE SS FO R CRAW L S PA C E -F OR CRAWL SPA CE -N O AD D I T I ONALNO A D DITION A LCHANGES I F MEET I NGCHANGES I F MEETING1/150 VE T N ING.1 /1 50 VETNING .FO R S L A B ON G R A DE/F OR SLAB ON GRADE/B A S E MENTSBASEMENTSNEED T O ADD V E N TNEED TO A D D VENTPIPING FROMPIPING FRO MFOUNDATION TO RO OFFOUNDATION TO R OOFPER N OTESPER NOTES - H.P. W.H. - DUCTLESS SPLIT SYSTEM. - FURNACE TO BE HSPF MIN 9.0 -ALL FAUCETS AND HEADS SHALL BE 1.75 GPM OR 1.0 GPM -TO ACCOMMODATE OPTION 2A; AIR LEAKAGE - THIS HOUSE WILL BE BELOW 3.0 AIR CHANGES PER HOUR EE NN EE RRGG YY CC RREE DD II TT NN OOTT EE SS DN DN S DW S S S S S DW S S S S R A N G E WALL OVEN 66X42 SHWR T T D W F F HB G A R A G E D O O R O P E N E R G A R A G E D O O R O P E N E R W 2 8 5 0 4 0 H S 3 0 6 8 W 1 8 5 6 4 6 H S W 1 9 2 0 4 6 S H W18 5646HS W 1 7 2 6 4 6 S H 90809080 W02 1068PIC 3068 W03 5810PIC W01 5856PIC W02 1068PIC W25 2020X W23 3060SH W24 6360PIC W23 3060SH W14 4020MULLED W05 2020X W23 3060SH W23 3060SH W 0 7 6 0 1 0 P I C W09 60610 W07 6010PIC W30 2050SH W10 2010PIC W09 60610 W07 6010PIC W30 2050SH W10 2010PIC W08 2630HS W 1 1 2 6 7 0 M U L L E D W04 3670MULLED W31 3636PIC W13 5070MULLED W15 5060PIC W04 3670MULLED W31 3636PICW26 80610 W27 8010PIC W16 4046HS 3068 2 8 6 8 2 8 6 8 5 0 6 8 2 4 6 8 246824682468 2668 2668 2468 2668 3 0 6 8 F .P . S&RS&R S&RS&R S&RS&R S &R S &R S &R S &R S &R S &R SHELFSHELF S H E L F S H E L F S H E L F S H E L F B E N C H B E N C H (2) 8X8 6X6 (2) 8X8 CO SD SD SD SD CO GGAARRAAGG EE HHIISS OOFFFFIICCEE MMAASS TTEERR BBEEDDRROOOOMM MMAASSTTEERR BBAATTHH PPOOWWDDEERR HHAALLLL PPIIAANNOO WW..II..CC.. EENNTTRRYY GGRREEAATT RROO OOMM V A U L T R I D G E 10/12 PITCH 10/12 PITCH PPAANNTTRRYY UUTTIILLIITTYY F L U S H E A T I N G B A R KK IITTCCHHEENN DDIINNIINNGG F L A T C L G . F L A T C L G . F L A T C L G . F L A T C L G . DDEECCKK PP OORRCCHH CCOOVVEERR S S S S T /S T H P W H HB W 1 6 4 0 4 6 H S W 2 2 3 0 4 6 H S W20 6046HS W22 3046HS W30 2050SH W10 2010PIC W26 80610 W27 8010PIC W30 2050SH W10 2010PIC W 0 6 2 6 5 6 M U L L E D W29 4646HS W20 6046HS 2868 246824682468 2668 2668 2468 2668 2468 2 4 6 8 2 4 6 8 2 4 6 8 2468 2668 2 4 6 8 UP UP S H E L F S H E L F S&RS&R S&RS&RS&R S &R 6X6 6X6 6X6 6X66X66X66X66X66X66X66X66X66X6 6X6 6X6 6X6 6X6 CO SDSD CO SD SD SD GGAARRAAGGEE BBAASS EEMMEENNTT BBEEDDRROOOOMM ##22 BBAASS EEMMEENNTT BBAATTHH HHEE RR OOFFFFIICCEE SSTTOORRAAGGEE ##44 BBEEDDRROOOOMM ##33 UUTTIILLIITTYY SS TTOORRAAGGEE ##33 SS TTOORRAAGGEE ##22 HEAT PUMP F U R N . A.VICENCIA GORDON & RINDA HEALEY 266 EAGLE ROCK RIDGE PORT HADLOCK, WA 98339 360.316.9520 PARCEL # - 921-185-001 ROOF SNOW LOAD:25 WIND SPEED (ASD):100 WIND SPEED (ULT):130 EXPOSURE:B SEISMIC ZONE:D0 FROST DEPTH:12" SS:X.XX S1:X.XX SOIL BEARING:1500 PSF MAIN FLOOR =2146 SQ. FT. BASEMENT =2156 SQ. FT. TOTAL AREA =4302 SQ. FT. GARAGE = 630 SQ. FT. FRONT PORCH COVER = 66 SQ. FT. DECK = 634 SQ. FT. SHEET INDEX LABEL TITLE G-000 COVER SHEET S-101 FOUNDATION PLAN S-102 UPPER FLOOR FRAMING PLAN S-201 MAIN FLOOR BRACED LATERAL PLAN S-202 BASEMENT BRACED LATERAL PLAN A-101 MAIN FLOOR PLAN A-102 BASEMENT FLOOR PLAN A-106 ROOF PLAN A-201 ELEVATIONS A-202 ELEVATIONS A-301 CROSS SECTIONS E-101 MAIN FLOOR ELECTRICAL PLAN E-102 BASEMENT 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 0 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: 9/2 1 /2 0 2 09/2 1 /2020 G -0 0 0G-0 0 0 SHEET: C L I E N T I N F O : G O R D O N & R I N D A H E A L E Y 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 6 6 E A G L E R O C K R I D G E P O R T H A D L O C K , W A 9 8 3 3 9 P A R C E L I D : 9 2 1 -1 8 5 -0 0 1 P R O J E C T I D : 3 7 9 0 0 1 5 0 CC OO NNTT AACC TT II NN FFOO RR MM AA TTII OO NN DD EESS IIGGNN TTEECCHH NN IICCII AANN CCUUSS TTOOMM EERR SSAALLEESS OOFFFFIICCEE LEXAR HOMES - PENINSULA OFFICE 92 KALA SQUARE PLACE PORT TOWNSEND, WA 98368 PHONE: 360.379.1799 DDEE SS II GGNN CCRR IITT EE RR IIAA FF LLOO OO RR AARR EE AASS DD RRAAFFTTII NNGG TTEE CCHHNNIICCIIAANN A.VICENCIA 16d @ 12" O.C. STAGGERED ELSEWHERE BOTTOM CHORD SPLICE 16d NAILS PER SHEAR WALL SCHEDULE OR STRAP EACH SIDE PER SHEAR WALL SCHEDULE TOP CHORD SPLICE 6' MIN. BETWEEN SPLICES SPLICE TO OCCUR AT CENTER LINE OF VERT. STUD (TYP.) (1) 5 8" ANCHOR BOLT HOLDOWNS PER PLAN (2) #4 REBAR TOP PER PLAN AS R E Q ' D 24 " M A X . #4 REBAR @ 10" O.C. #4 J BAR @ MIDPOINT SHEAR WALL THICKEN SLAB PER DETAIL D/S1 AT DOOR BUCKOUTS P.T. 4X SILL PLATE 7 16" RATED SHEATHING NAILED 8d PER S.W.S. ATTACH TRUSS TO TOP PLATE WITH A35 CLIPS @ 24" O.C. DBL. 2x6 TOP PLATES 2x6 DF#2 STUDS @ 16" O.C. (TYP.) ATTACH PLATE TO HEADER WITH (3) 1 4"x3" SDS SCREWS, EQUALLY SPACED DBL. 2x6 STUDS, STITCH NAIL WITH (3) ROWS OF 10d NAILS @ 6" O.C. HDU4 HOLDOWN WITH SB5 8x24 AB PT 4x6 SILL PLATE 5 8"Ø AB WITH 7" EMB. INTO CONCRETE WITH 3"x3"x3 16" WASHER 5 1 2" x 12" 24F-V4 GLB CONT. HEADER 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1010 10 10 10 10 10 10 10 10 10 8d NAILS @ 12" O.C. (TYP. U.N.O.) 8d NAILS @ 4" O.C. TO BTM. OF GLB 2 ROWS OF 8d NAILS @ 4" O.C. TO HOLDOWN POSTS 10 10 10 10 10 10 10 10 10 10 10 10 10 10 2 ROWS OF 8d HDG NAILS @ 4" O.C. TO 4x6 SILL PLATE 8d NAILS @ 12" O.C. (TYP. U.N.O.) BREAK IN SHEATHING PROVIDE DBL. 2x6 HORIZ. AND VERTICAL BLOCKING AT BREAKS IN SHEATHING (TYP.) 10 10 10 10 10 10 10 10 10 10 10 10 NAIL SHEATHING AT HORIZ. AND VERT. JOINTS WITH 8d NAILS @ 6" O.C. 7 16" APA RATED SHEATHING (TYP.) 7 16" APA RATED SHEATHING (TYP.) NOTE: SHEATHING TO BE RUN CONTINUOUS VERTICALLY FROM SILL PLATE TO ABOVE 512x12 GLB HEADER FOUNDATION WALL PER DETAIL B/S1 6' - 6 " M A X . IN C R E A S E S T E M W A L L H E I G H T A S R E Q ' D TRUSS PER PLAN BOTTOM CHORD OF TRUSS METAL STRAP OR CONNECTOR PER PLAN, PAD OUT SIDE OF TRUSS WITH 2X4 X 4' LONG NAILED W/14-10d NAILS IF NECESSARY TO ALIGN WITH TOP PLATE & STRAP STUDS PER PLAN DOUBLE TOP PLATE NAIL FLOOR SHEATHING TO JOISTS W/10d @ 6" O.C. MIN. FLOOR JOIST PER PLANS 10d @ 6" O.C. EA. SIDE STAGGERED DOUBLE 2X TOP PLATE APA RATED SHEAR PANEL WHERE REQ'D PER SWS BOUNDARY NAIL PER SWS APA RATED SHEAR PANEL PER SWS FLOOR SHEATHING NAIL FLOOR SHEATHING TO JOISTS W/10d @ 6" O.C. MIN FLOOR SHEATHING FLOOR JOIST PER PLANS 10d @ 6" O.C., EA. SIDE, MIN. DOUBLE 2X TOP PLATE RATED SHEAR PANEL PER SWS (WHERE REQ'D) SILL PLATE PER SWS A.B.PER SWSFOOTING PER PLANS BOUNDARY NAIL PER SWS RATED SHEAR PANEL PER SWS BOUNDARY NAIL PER SWS GWB BACKING ABOVE HOLDOWN, AS NECESSARY SHEATHING PER SWS INTERIOR WALL COVERING PER PLAN HOLDOWN PER PLANS HOLDOWN POST (SIZE PER PLANS) NAIL 2X TO HOLDOWN STUDS (HOLDOWN POST) W/16d @ 4" O.C. MSTA24 STRAP HDR. TO STUDS (TYP) X X X X X X X X 16" 8" 8" MIN. (2)-#4 BARS CONT. 4" THICK CONC. SLAB W/6/6/10/10 WWM OR FIBERMESH 2" THICK LAYER OF SAND AND VAPOR BARRIER THICKEN SLAB (1)-#5 BARS CONT. EXTEND 24" MIN INTO STEMWALL APRON PER PLAN BY OTHERS 8" M I N . X X X X X X 16" 8" 48 " M A X . 12 " M I N . 8" F.G. 6" NOTES: 1. "J" BARS SHALL BE TIED IN PLACE AT SHEARWALL LOCATIONS PRIOR TO POURING FOOTING. 2. INSTALL "J" BAR WITHIN 6" OF AB OR STRAP HOLDOWN 4" Ø FOOTING DRAIN, COVER WITH DRAIN ROCK AND WRAP WITH FILTER FABRIC 5 8" Ø A.B. WITH 7" EMB. INTO CONC. @ CENTER OF WALLFRAMING PER PLAN #4 BAR CONT. @ TOP #4 'J' BAR @ 12" O.C. MAX. PT SILL PLATE PER SWS #4 BAR CONT. HORIZ. @ 10" O.C. (2)-#4 BAR CONT. IN FOOTING 2" THICK LAYER OF SAND 4" THICK CONC. SLAB WITH 6/6/10/10 WWM OR FIBERMESH 6 MIL VAPOR BARRIER SEE DETAIL C/S1 FOR FOUNDATION #5 BAR CONT. 8" 24 " N O M . 8" 16" 6" M I N . 6" NOTES: 1. "J" BARS SHALL BE TIED IN PLACE AT SHEARWALL LOCATIONS PRIOR TO POURING FOOTING. 2. INSTALL "J" BAR WITHIN 6" OF AB OR STRAP HOLDOWN FINAL GRADE 1 2" Ø A.B. @ 48" O.C. U.N.O. ON S.W.S. PT SILL PLATE PER S.W.S. (1)-#5 BAR CONT. @ TOP 4" THICK CONCRETE SLAB W/ 6/6/10/10 WWM OR FIBERMESH #4 'J' BAR @ 48" O.C. R-10 RIGID INSUL (TYP.) 24" 1 2" A.B. @ 48" O.C. U.N.O. ON SWS PT SILL PLATE PER SWS (2)-#4 BARS CONT. TOP & BTM. 4" THICK CONCRETE SLAB W/ 6/6/10/10 WWM OR FIBERMESH 16" 12 " OPTIONAL CONSTRUCTION JOINT (2)-#4 BAR CONT. @ BTM. 18 " M I N . 4"Ø PERF. PIPE FOOTING DRAIN, 3 4"-1 1 2" DRAINROCK, 2" BELOW PIPE AND 6" COVERING PIPE WITH FILTER FABRIC WHEN REQ'D BY CODE OR LOCAL BUILDING DEPARTMENT 2" THICK LAYER OF SAND AND 6MIL VAPOR BARRIER APA RATED SHEAR PANEL PER SWS BOUNDARY NAIL PER SWS CONCRETE NOTES 1. Concrete shall be a commercially available transit-mix properly proportioned and delivered to the site in ready-mix trucks. Aggregate size shall be a maximum of 11 2" in foundations and 3 4" at all other locations. Slump should not exceed 4". Curing compound shall be sprayed on all exposed surfaces immediately after final toweling. 2. All cement shall conform to the ASTM Standard C-150. All aggregate shall conform to ASTM Standard C-33. All reinforcing bars shall conform to ASTM Standard A-615 as follows: #3-#5 Bars and WWM-Grade 40 #6 Bars and larger-Grade 60 All rebar to be welded shall be ASTM A706 steel. Preheat all bars #7 and larger per AWS D14-92. Preheat not required for bar sizes #6 and smaller. 3. Concrete used for basement walls (not exposed to weather), basement slabs, foundations and interior slabs on grade except garage slabs shall have a minimum 28-day compressive strength of 2500 psi and shall not contain less than 5 sacks of cement per cubic yard. 4. Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, garage slabs, steps exposed to weather, and other vertical concrete work exposed to weather shall have a minimum 28-day compressive strength of 3000 psi and shall not contain less than 5-12 sacks of cement per cubic yard. Concrete shall also be air entrained. Total air content (percent by volume) shall not be less than 5% or more than 7%. 5. Where dimensions of reinforcing is indicated on plans, dimensions are for straight lengths of bar only. The bent section of bar is not included in the length indicated on plans. 6. A standard hook is defined as a 90° bend plus a straight length of bar equal to 12 bar diameters. 7. Splices in continuous reinforcement shall lap as noted on the plans as follows: Grade 40 reinforcing bars: Minimum of 32 bar diameters Grade 60 reinforcing bars: Minimum of 48 bar diameters 8. Unless shown otherwise, the minimum concrete cover for reinforcing shall be 3" when placed directly against earth and 2" for all other locations unless specified on the plans. 9. Crack control joints shall be placed in all slabs over 200 s.f. and shall be spaced a maximum of 20' in each direction. Control joints layout shall be as square as practicable. Control joints shall be made by means of "Zip Strips", Sawcuts, formed joints or other industry approved standards. Sawcuts shall be cut to a depth equal to 1 4 the slab thickness, and shall be cut at approximately 4 hours after placement in warm weather and 12 hours after placement in cold weather. 10. Concrete design is based on a 28-day compressive strength of 2500 psi. Higher values are specified for durability only. 11. FIBERMESH shall be FIBERMESH 300-e3 manufactured by SIKA with an application rate of 11 2 pounds per cubic yard. POST INSTALLED ANCHOR NOTES: 1. Adhesive Anchors: Anchoring adhesive shall be a two-component high solids, epoxy-based system supplied in manufacturer's standard cartridge and dispensed through static-mixing nozzle supplied by the manufacturer. The adhesive anchor shall have been tested and qualified for performance in cracked and uncracked concrete per ICC-ES AC308. Adhesive shall be AT-XP Epoxy-Tie adhesive from Simpson Strong-Tie, or approved equal. Install per manufacture's recommendations. SPECIAL INSPECTION REQUIRED 2. Mechanical Anchors: Expansion: Wedge anchors shall be an imperial-sized steel threaded stud with an integral cone expander and a three-segmented expansion clip. The stud shall be manufactured from carbon steel and the expansion clip shall have two undercutting embossments per segment and be manufactured from 316 stainless steel. The anchor shall have been tested and qualified for performance in cracked concrete per ACI 355.2 and ICC-ES AC193. Anchors shall be Strong-Bolt wedge anchors from Simpson Strong-Tie. Install per manufacture's recommendations. Screw: Anchor shall have 360° contact with the base material and shall not require oversized holes for installation. Fasteners shall be manufactured from carbon steel, and are heat treated. Anchors shall be zinc plated in accordance with ASTM B633 or mechanically galvanized in accordance with ASTM B695. The anchor shall have been tested and qualified for performance in cracked concrete per ACI 355.2 and ICC-ES AC193. Anchors are not to be reused after initial installation. Screw anchors shall be Titen HD anchors from Simpson Strong-Tie. Install per manufacturer's recommendations. GENERAL NOTES 1. Engineering Design loads: Roof live load: 25 psf (snow) ELEVATION < 625' Live load: 40 psf (floor); 60 psf (deck) Wind loading based on:110 mph/Exposure "C" Seismic Zone: D per I.B.C. 2. Construction shall conform to these plans and all applicable codes and local ordinances including the 2015 Edition of the International Building Code. 3. Permanent truss bracing is beyond the scope of the work by Zenovic & Associates. Refer to truss manufacturer or BCSI publication "Guide to Good Practice for Handling, Installing, Restraining & Bracing of Metal Plate Connected Wood Trusses" for permanent bracing of manufactured trusses. 4. Unless noted otherwise metal plated wood truss designs are the responsibility of the pre-manufactured truss supplier. 5. It is the responsibility of the owner, contractor or the truss supplier to submit final truss designs for review and approval by this office prior to fabrication. Zenovic and Associates will not be responsible for errors or omissions if this process is not strictly followed. SOIL NOTES 1. Foundation design is based on: soil bearing capacity of 1500 psf per I.B.C. Table 1806.2. 2. All footings except where noted otherwise on plans shall be set at least 12" into undisturbed earth or certified compacted fill. 3. Any unusual soil conditions such as organic soils, clay pockets or uncertified fills shall be brought to the attention of the engineer prior to construction. WOOD FRAMING NOTES 1. All framing shall be as follows unless noted otherwise on the plans. a. Studs, cripples and miscellaneous vertical framing shall be Douglas Fir/Larch stud grade or better. b. Joist and rafters shall be Douglas Fir/Larch No. 2 or better. c. Headers and beams shall be Douglas Fir/Larch No. 2 or better. d. All wood members in contact with concrete or soil shall be pressure treated Hem/Fir No. 2 or better. 2. Plywood sheathing shall be grade C-D, exterior glue or Structural II, exterior glue in conformance with IBC standard 2304.6. Oriented strand board of equivalent thickness, exposure rating and panel index may be used in lieu of plywood. Sheathing fasteners shall be driven flush to face of sheathing with no countersinking permitted. Nailing shall be per IBC Table 2304.6.1 unless noted otherwise on plans and/or in shear wall schedule. 3. Glue laminated members shall be fabricated in conformance with ASTM and AITC standards. All beams shall have an AITC identification mark. All simple span beams shall be Douglas Fir combination 24f-v4, Fb = 2400 psi, Fv = 240 psi. Camber shall be as shown on plans. 4. Parallel strand lumber (PSL) shall be manufactured under a process approved by the National Research Board. Each piece shall bear a stamp or stamps noting the name and plant number of the manufacturer, the grade, the national research board number, and the quality control agency. Design is based on lumber manufactured by the Trus-Joist Corporation: with Fb = 2900 psi and Fv = 290 psi. Alternate manufacturers may be used subject to review and approval of the engineer. 5. Laminated Veneer Lumber (LVL) shall be manufactured under a process approved by the National Research Board. Each piece shall bear a stamp or stamps noting the name and plant number of the manufacturer, the grade, the national research board number, and the quality control agency. Design is based on lumber manufactured by the Trus-Joist Corporation: with Fb = 2600 psi and Fv = 285 psi. Alternate manufacturers may be used subject to review and approval by the engineer. 6. Timber connectors called out by letters and numbers shall be Simpson Strong Tie Connectors. Provide the number and size of fasteners as specified by the manufacturer's recommendations. Use MAX nailing per manufacturer for connectors, unless specifically noted otherwise on plans. Where connector straps connect two members, one-half of the nails or bolts shall be placed in each member. All bolts in wood members shall conform to ASTM A307. Alternate joist hangers and other hardware may be substituted for items shown provided that they are ICC approved for equal or greater load capacity. All joist hangers and other hardware shall be compatible in size with members provided. All connectors used with pressure treated wood shall be ZMAX, Post Hot-Dipped Galvanized, or SST300 (Stainless Steel). Use only stainless steel fasteners with stainless steel connectors. Use only Hot-Dipped Galvanized fasteners with ZMAX and Post Hot-Dipped Galvanized connectors. Stainless steel is recommended for treated wood with an ACQ retention value of 0.60 or higher. 7. PRESSURE TREATED WOOD: All wood shall be treated with ACQ unless approved by Engineer. Pressure treated wood called out on plans shall conform to AWPA Standard U1-10 with preservative retention for the following applications as follows: a. UC3B - Above ground (0.25) b. UC4A - In contact with ground (0.40) c. UC4B - Embedded in ground or concrete (0.60) All treated wood that is cut or drilled shall shall have the exposed wood surface field treated with 2% Copper Naphthenate meeting the AWPA Standard M4 8. Holes for bolts shall be the bolt diameter plus 116" 9. All bolts, threaded rod and lag screws shall be tightened on installation and retightened before closing in or upon completion of the job. 10. All bolts, lag screws and threaded rod shall be provided with washers where the nut head bears on the wood. Washers shall have a minimum dimension of at least two bolt diameters. 11. Mudsill plate anchor bolts shall be provided at a maximum spacing of four feet or as shown on the plans. Each section of mudsill shall have at least two bolts with one bolt not more than 12" from each end. 12. The minimum size of anchor bolts shall be 1 2" diameter. The minimum embedment shall be 7" into the concrete and no anchor bolt shall be located closer than 2" from the edge of the concrete. All bolts shall conform with ASTM Standard A-307. Plate washers a minimum of 3" x 3" x 1 4" thick shall be used on each bolt. 13. Holdown anchor bolts called out on plans shall be as manufactured by Simpson Strong-tie. Common anchor bolts called out on the plans shall conform to ASTM F1554 Gr. 36 or A307 Gr. B. 14. All nails for structural work shall be common wire nails as indicated on the plans or ICC approved mechanically driven fasteners of equivalent holding strength. Nail size and spacing shall be as required by the IBC Table 2304.10.1 and as specified on these plans. 15. All horizontal wood framing shall bear on beams, plates or ledgers with a nominal width or at least 2" or be supported by sheet metal connectors as manufactured by Simpson or equal. 16. All connections between wood members not specifically detailed heron shall be nailed with the minimum nailing specified in IBC table 2304.10.1. 17. Roof diaphragm nailing: Boundary nail diaphragm perimeter with 8d nails at 6" o.c., nail boundary of individual sheets with 8d at 6" o.c. at all edges with framing, provide 8d nails at 12" o.c. in field. Optional use of 1 1 2" long, 16 gauge staples: Boundary nail diaphragm boundary with 16 Ga. staples at 4" o.c., staple boundary of individual sheets with 16 Ga. staples at 4" o.c. at all edges with framing, install staples at 12" o.c. in field. IN C O R P O R A T E D PH O N E : ( 3 6 0 ) 4 1 7 - 0 5 0 1 FA X : ( 3 6 0 ) 4 1 7 - 0 5 1 4 30 1 E . 6 T H S T R E E T , S U I T E 1 PO R T A N G E L E S , W A 9 8 3 6 2 S1 EM A I L : Z E N O V I C @ Z E N O V I C . N E T November 6, 2020 20293 Plans 20293 L E X A R H O M E S 9 2 K A L A S Q U A R E P L A C E P O R T T O W N S E N D , W A 9 8 3 6 8 S . F . R . F O R H E A L E Y A T 2 6 6 E A G L E R I D G E D R I V E , P O R T H A D L O C K , W A Scott R. Headrick, P.E. 2020.11.19 09:46:30-08'00' S2 1 BRACED WALL SCHEDULE OPTION. BE COMBINED TO SINGLE PIECE AT CONTRACTOR'S 1. "J" BAR AND VERTICAL WALL REINFORCING MAY (1)#5 @ 12" 36 " 2'-0" 8" 9' BRACED WALL (1)#5 @ 12"#4 @ 16" 4'-0" 18" 2'-10" 12" OVER 6'-0" TO 8'-0"OVER 4'-0" TO 6'-0" OPTION. 1. "J" BAR AND VERTICAL WALL REINFORCING MAY BE COMBINED TO SINGLE PIECE AT CONTRACTOR'S 36 " TOP OF WALL #4 'J' BAR SPACING PER TABLE 'J' BAR SIZE AND SPACING PER TABLE NOTE: FLOOR SLAB MUST BE IN PLACE AND ALLOWED TO CURE FOR 7 DAYS PRIOR TO PLACING BACKFILL AT OPPOSITE SIDE OF WALL. #4 @ 24" 2'-0" 8 OVER 2'-0" TO 4'-0" #5 @ 8" 5'-0" 24" OVER 8'-0" TO 9'-0" SIDES OF FOOTING TO BE POURED NEAT AGAINST UNDISTURBED EARTH OR BACKFILLED AND COMPACTED SIDES OF FOOTING TO BE POURED NEAT AGAINST UNDISTURBED EARTH OR BACKFILLED AND COMPACTED BOTTOM OF FOOTING TO BE POURED NEAT AGAINST UNDISTURBED EARTH BOTTOM OF FOOTING TO BE POURED NEAT AGAINST UNDISTURBED EARTH FILTER FABRIC (TYPAR 3401) APPROX. 12" TOPSOIL FOR LANDSCAPING TIGHTLINE DRAIN FOR DOWNSPOUTS WATERPROOF COATING ON OUTSIDE FACE OF WALL 8" 3" CL R . 2" CL R . SLOPE 6" M I N . 5 8"Ø A.B. @ 12" O.C. UNLESS CLOSER SPACING NOTED ON SWS 2" CLR. #4 BAR @ TOP #4 @ 12" O.C. HORIZONTAL #4 @ 12" O.C. VERTICAL NOTE: FLOOR SLAB, FRAMING & SHEATHING MUST BE IN PLACE AND ALLOWED TO CURE FOR 7 DAYS PRIOR TO PLACING BACKFILL AT OPPOSITE SIDE OF WALL. CONSTRUCTION JOINT 4" CONCRETE SLAB W/ 6\6\10\10 WWM OR FIBERMESH 3-#5 CONT. IN FOOTING AS SHOWN SLAB BASE & MOISTURE BARRIER PER PLANS #4 @ 24" O.C. W L DRAINROCK OR FREE DRAINING GRANULAR BACKFILL WITH LESS THAN 5% PASSING #200 SIEVE 8" H NOTE: DETAIL A/S2 TYPICAL UNLESS STEMWALL IS TO BE STEPPED. REFER TO DETAIL C/S2 FOR STEPPED FOUNDATION FLOOR JOIST PER PLAN STUD WALL PER PLAN W/ SHTG. & NAILING PER SHEARWALL SCHEDULE (EXTEND SHTG. CONT. TO SILL PLATE) SEE FOOTING DETAIL P.T. SILL PLATE W/ 5 8"Ø A.B. @ 12" O.C. (UNLESS CLOSER SPACING NOTED ON SWS) PROVIDE A35 CLIP TO EA. JOIST AT TOP OF BASEMENT WALLS 16D @ 6" O.C. MAX (U.N.O. ON SWS) 10D NAILS @ 6" O.C. PNL. EDGES AND 12" O.C. FIELD SHEARWALL EDGE NAILING PER SCHED. FILTER FABRIC (TYPAR 3401) APPROX. 12" TOPSOIL FOR LANDSCAPING TIGHTLINE DRAIN FOR DOWNSPOUTS 8" 3" CL R . 2" CL R . SLOPE 6" M I N . #4 BAR @ TOP ANCHOR BOLTS, HOLDOWNS AND WOOD FRAMED FLOOR OR CRIPPLE WALL AS REQUIRED PER PLANS #5 @ 16" O.C. VERTICAL (WALL HEIGHT >8'-9') #5 @ 24" O.C. VERTICAL (WALL HEIGHT >6'-8') #4 @ 24" O.C. VERTICAL (WALL HEIGHT >4'-6') #4 @ 24" O.C. VERTICAL (WALL HEIGHT >2'-4') #4 @ 12" O.C. HORIZONTAL CONSTRUCTION JOINT 4" CONCRETE SLAB W/ 6\6\10\10 WWM OR FIBERMESH W L 8" HWATERPROOF COATING ON OUTSIDE FACE OF WALL DRAINROCK OR FREE DRAINING GRANULAR BACKFILL WITH LESS THAN 5% PASSING #200 SIEVE SLAB BASE & MOISTURE BARRIER PER ARCHITECTURAL PLAN 6-#5 CONT. IN FOOTING AS SHOWN #5 @ 12" O.C. (WALL HEIGHT >8'-9') #5 @ 16" O.C. (WALL HEIGHT >6'-8') #4 @ 24" O.C. (WALL HEIGHT >4'-6') #4 @ 48" O.C. (WALL HEIGHT >2'-4') TOP & BOTTOM 2 CLR. S2 2 60 " 8" #5 'J' BAR @ 12" O.C. 5 8"Ø A.B. @ 9" , O.C. UNLESS CLOSER SPACING NOTED ON SWS SIDES AND BOTTOM OF FOOTING TO BE POURED NEAT AGAINST UNDISTURBED EARTH #5 BAR @ TOP #4 @ 12" O.C. HORIZONTAL CONSTRUCTION JOINT 4" CONCRETE SLAB W/ 6\6\10\10 WWM SLAB BASE & MOISTURE BARRIER PER ARCHITECTURAL PLAN 3-#5 CONT. IN FOOTING AS SHOWN 24" 9' N O M . 4"Ø PERFORATED PERIMETER DRAIN 8"8" DRAINROCK OR FREE DRAINING GRANULAR BACKFILL WITH LESS THAN 5% PASSING #200 SIEVE WATERPROOF COATING ON OUTSIDE FACE OF WALL 2" CLR. #5 @ 12" O.C. VERTICAL #4 @ 24" O.C. 8" 3" CL R . 2" CL R . X X X X X X CONCRETE GARAGE SLAB 2"THICK SAND AND VAPOR BARRIER 6" FOR #4 8" FOR #5 6" 4"Ø PERF. PIPE FOOTING DRAIN, 3 4"-1 1 2" DRAINROCK, 2" BELOW PIPE AND 6" COVERING PIPE WITH FILTER FABRIC 4"Ø PERF. PIPE FOOTING DRAIN, 3 4"-1 1 2" DRAINROCK, 2" BELOW PIPE AND 6" COVERING PIPE WITH FILTER FABRIC 125 PSF SURCHARGE LOAD FOR GARAGE FLOOR JOIST PER PLAN STUD WALL PER PLAN W/ SHTG. & NAILING PER SHEARWALL SCHEDULE (EXTEND SHTG. CONT. TO SILL PLATE) SEE FOOTING DETAIL P.T. SILL PLATE W/ 5 8"Ø A.B. @ 9" O.C. (UNLESS CLOSER SPACING NOTED ON SWS) PROVIDE A35 CLIP TO EA. JOIST AT TOP OF BASEMENT WALLS ONE SIDE AND (2) 10d NAILS ON OPPOSITE SIDE 16D @ 6" O.C. MAX (U.N.O. ON SWS) 10D NAILS @ 6" O.C. PNL. EDGES AND 12" O.C. FIELD SHEARWALL EDGE NAILING PER SCHED. IN C O R P O R A T E D PH O N E : ( 3 6 0 ) 4 1 7 - 0 5 0 1 FA X : ( 3 6 0 ) 4 1 7 - 0 5 1 4 30 1 E . 6 T H S T R E E T , S U I T E 1 PO R T A N G E L E S , W A 9 8 3 6 2 S2 EM A I L : Z E N O V I C @ Z E N O V I C . N E T November 6, 2020 20293 Plans 20293 L E X A R H O M E S 9 2 K A L A S Q U A R E P L A C E P O R T T O W N S E N D , W A 9 8 3 6 8 S . F . R . F O R H E A L E Y A T 2 6 6 E A G L E R I D G E D R I V E , P O R T H A D L O C K , W A Scott R. Headrick, P.E. 2020.11.19 09:46:21-08'00' 3 3 3 2 2 2 1 1 3 2 24"x24"x12" CONC. FTG. (F8) NOTES: 1. HOLDOWNS TO BE SIMPSON, AS NOTED ON PLANS. ALL SUBSTITUTIONS MUST BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION 2. "ALL THREAD" ANCHOR BOLTS MUST HAVE NUT AND STANDARD WASHER AT BOTTOM OF BOLT. EMBEDMENT LENGTH IS FROM BTM. OF NUT TO TOP OF CONCRETE 3. TITAN RETROFIT ANCHOR BOLTS ARE SUBJECT TO SPECIAL INSPECTION, CONTACT ENGINEER. EPOXY GROUT RETROFIT ANCHOR BOLTS REQUIRE SPECIAL INSPECTION. 4. EPOXY GROUT TO BE SIMPSON AT-XP, SET-3G OR APPROVED EQUAL. 5. MULTIPLE WOOD MEMBERS ARE TO BE CONNECTED AS FOLLOWS: DBL. 2x: NAILED WITH (2) ROWS OF 16d NAILS @ 6" O.C. STAGGERED HOLDOWN SCHEDULE MODEL (1)SYMBOL GGGGGGG ANCHOR/CONNECTION WOOD MEMBER, (4) 1 HDU2-SDS2.5 5 8" A.T.R. W/8" MIN. EMB. W/DBL NUT & WSHR. OR SET-3G EPOXY DBL. 2x 2 HDU2-SDS2.5 SSTB20 DBL. 2x 3 HDU4-SDS2.5 SB5 8x24 DBL. 2x CBSQ66 BASE (TYP.) 3 3 ALIGN TRUSS W/SHEARWALL, DESIGN FOR 1,000 T/C LOAD, NAIL ROOF SHEATHING TO TRUSS W/8d @ 6" O.C., SEE DETAIL 1/S1 3 1 2 1 HOLDOWN ON CONCRETE PER HD SCHEDULE SHEARWALL PER SWS FLOOR TO FLOOR HOLDOWN PER HD SCHEDULE STRUCTURAL DETAIL REFERENCE # # HOLDOWN SCHEDULE MODEL (1)SYMBOL GGGGGGG ANCHOR/CONNECTION WOOD MEMBER, (4) 2 HDU2-SDS2.5 SSTB20 DBL. 2x 3 HDU4-SDS2.5 SB5 8x24 DBL. 2x 1 MST48 FLOOR TO FLOOR DBL. 2x CONT. 5 1/2x12 GLB HEADER CORNER TO CORNER STRAP DBL. STUD TO CONT. HEADER W/MSTA24 (TYP. AT EA. END OF SHEARWALLS AS SHOWN) ALIGN HOLDOWN STRAP WITH HOLDOWN IN WALL BELOW DESIGN DRAG TRUSS FOR 2,000 T/C LOAD, NAIL ROOF SHEATHING TO TRUSS W/8d @ 6" O.C.HUC68 HANGER ATTACH TRUSS TO TOP PLATE w/ MTSC40 STRAP (SEE DETAIL 3/S1) ALIGN DRAG TRUSS W/SHEARWALL, DESIGN FOR 4,000# T/C LOAD, NAIL ROOF SHEATHING TO TRUSS W/8d @ 6" O.C. ATTACH TRUSS TO TOP PLATE W/DSC2L/R EA. END, SEE DETAIL 1/S1 ALIGN DRAG TRUSS W/SHEARWALL, DESIGN FOR 2,000# T/C LOAD, NAIL ROOF SHEATHING TO TRUSS W/8d @ 6" O.C. ATTACH TRUSS TO TOP PLATE W/MSTA30 STRAP, SEE DETAIL 1/S1 ATTACH TRUSS TO TOP PLATE W/(4) A35 CLIPS EQ. SPACED NOTES: 1. HOLDOWNS TO BE SIMPSON, AS NOTED ON PLANS. ALL SUBSTITUTIONS MUST BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION 2. "ALL THREAD" ANCHOR BOLTS MUST HAVE NUT AND STANDARD WASHER AT BOTTOM OF BOLT. EMBEDMENT LENGTH IS FROM BTM. OF NUT TO TOP OF CONCRETE 3. TITAN RETROFIT ANCHOR BOLTS ARE SUBJECT TO SPECIAL INSPECTION, CONTACT ENGINEER. EPOXY GROUT RETROFIT ANCHOR BOLTS REQUIRE SPECIAL INSPECTION. 4. EPOXY GROUT TO BE SIMPSON AT-XP, SET-3G OR APPROVED EQUAL. 5. MULTIPLE WOOD MEMBERS ARE TO BE CONNECTED AS FOLLOWS: DBL. 2x: NAILED WITH (2) ROWS OF 16d NAILS @ 6" O.C. STAGGERED LCE4 CAP BALLOON FRAME WALL TO BTM. CHORD OF TRUSS W/2x6 DF#2 @ 16" O.C. U.N.O. DBL. 2x6 KING STUD BALLOON FRAME WALL TO BTM. CHORD OF TRUSS W/2x6 DF#2 @ 16" O.C. U.N.O. DBL. 2x6 KING STUD Scott R. Headrick, P.E. 2020.11.19 09:46:11-08'00' NOTES: 1. HOLDOWNS TO BE SIMPSON, AS NOTED ON PLANS. ALL SUBSTITUTIONS MUST BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION 2. "ALL THREAD" ANCHOR BOLTS MUST HAVE NUT AND STANDARD WASHER AT BOTTOM OF BOLT. EMBEDMENT LENGTH IS FROM BTM. OF NUT TO TOP OF CONCRETE 3. TITAN RETROFIT ANCHOR BOLTS ARE SUBJECT TO SPECIAL INSPECTION, CONTACT ENGINEER. EPOXY GROUT RETROFIT ANCHOR BOLTS REQUIRE SPECIAL INSPECTION. 4. EPOXY GROUT TO BE SIMPSON AT-XP, SET-3G OR APPROVED EQUAL. 5. MULTIPLE WOOD MEMBERS ARE TO BE CONNECTED AS FOLLOWS: DBL. 2x: NAILED WITH (2) ROWS OF 16d NAILS @ 6" O.C. STAGGERED 3 3 3 2 2 2 1 1 HOLDOWN ON CONCRETE PER HD SCHEDULE SHEARWALL PER SWS FLOOR TO FLOOR HOLDOWN PER HD SCHEDULE STRUCTURAL DETAIL REFERENCE # # HOLDOWN SCHEDULE MODEL (1)SYMBOL GGGGGGG ANCHOR/CONNECTION WOOD MEMBER, (4) 1 HDU2-SDS2.5 5 8" A.T.R. W/8" MIN. EMB. W/DBL NUT & WSHR. OR SET-3G EPOXY DBL. 2x 2 HDU2-SDS2.5 SSTB20 DBL. 2x 3 HDU4-SDS2.5 SB5 8x24 DBL. 2x 2 ALIGN JOISTS OVER SHEARWALLS NAIL FLOOR SHEATHING TO JOISTS W/ 10d @ 6" Scott R. Headrick, P.E. 2020.11.19 09:46:02-08'00' ALIGN DRAG TRUSS W/SHEARWALL, DESIGN FOR 4,000# T/C LOAD, NAIL ROOF SHEATHING TO TRUSS W/8d @ 6" O.C. ATTACH TRUSS TO TOP PLATE w/ MTSC40 STRAP (SEE DETAIL 3/S1) PORTAL FRAMED CONT. HDR (SEE DETAIL 1/S2) STR. GABLE END TRUSS REQ.DESIGN TRUSS FOR 1,000 T/C LOAD, NAIL ROOF SHEATHING TO TRUSS W/8d @ 6" O.C. ATTACH TRUSS TO TOP PLATE W/HGA10 CLIP EA. END (SEE DETAIL 3/S1)DESIGN DRAG TRUSS FOR 2,000 T/C LOAD, NAIL ROOF SHEATHING TO TRUSS W/8d @ 6" O.C. ATTACH TRUSS TO TOP PLATE W/DSC2L/R EA. END (SEE DETAIL 3/S1) ALIGN DRAG TRUSS W/SHEARWALL, DESIGN FOR 2,000# T/C LOAD, NAIL ROOF SHEATHING TO TRUSS W/8d @ 6" O.C. ATTACH TRUSS TO TOP PLATE W/MSTA30 STRAP (SEE DETAIL 3/S1) ATTACH TRUSS TO TOP PLATE W/(4) A35 CLIPS EQ. SPACED IUS STYLE I-JOIST HANGERS (2) IUS STYLE HANGERS LPI 20 PLUS OR EQUIVALENT IUS STYLE I-JOIST HANGERS LPI 20 PLUS OR EQUIVALENT ALIGN CONT. JOIST OVER SHEARWALLS NAIL FLOOR SHEATHING TO JOIST W/ 10d @ 6" PT 6x6 POST, CONT. TO ROOF BEAM ABOVE IUS STYLE I-JOIST HANGERS (2) IUS STYLE HANGERS LPI 20 PLUS OR EQUIVALENT IUS STYLE I-JOIST HANGERS LPI 20 PLUS OR EQUIVALENT ALIGN CONT. JOIST OVER SHEARWALLS NAIL FLOOR SHEATHING TO JOIST W/ 10d @ 6" PT 6x6 POST, CONT. TO ROOF BEAM ABOVE =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. FF LLOO OO RR PP LL AANN NN OO TT EESS DDEE TT AA IILL 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 30" ABOVE GRADE REQUIRED GUARD PER 2015 IRC. 2 PROVIDE 18" X 24" OPENING FOR CRAWL SPACE ACCESS. PLACE OPENING BETWEEN FLOOR JOISTS. ACCESS TO UNDER FLOOR SPACE PER 2015 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 PROVIDE CONTINUOUS HANDRAIL ON AT LEAST ON SIDE, FULL LENGTH OF STAIRS W/ RETURNS AT EACH END. TOP OF HANDRAIL SHALL BE NOT LESS THAN 34" & NOT MORE THAN 38" ABOVE NOSING OF STAIRS. 11 THE ENCLOSED USABLE SPACE UNDER STAIRS TO BE ONE-HOUR FIRE-RESISTIVE CONSTRUCTION AT WALLS & CEILING APPLIED AT THE STAIR UNDERSIDE. FIRE BLOCK BETWEEN STRINGERS & ALONG RUN BETWEEN STUDS. 12 A-07 A-07 GGEE NN EE RRAA LL FF RRAA MM IINN GG NN OO TTEE SS 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 2015 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 LL EE GG EENN DD =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: 9' - TYP. U.N.O. BASEMENT CEILING HEIGHT: 9' - TYP. U.N.O. 10 A 301 A 301 A 301 A 301 DN DN S DW S S S S S DW S S S S R A N G E WALL OVEN 66X42 SHWR T T D W F F HB G A R A G E D O O R O P E N E R G A R A G E D O O R O P E N E R W 2 8 5 0 4 0 H S 3 0 6 8 W 1 8 5 6 4 6 H S W 1 9 2 0 4 6 S H W18 5646HS W 1 7 2 6 4 6 S H 90809080 W02 1068PIC 3068 W03 5810PIC W01 5856PIC W02 1068PIC W25 2020X W23 3060SH W24 6360PIC W23 3060SH W14 4020MULLED W05 2020X W23 3060SH W23 3060SH W 0 7 6 0 1 0 P I C W09 60610 W07 6010PIC W30 2050SH W10 2010PIC W09 60610 W07 6010PIC W30 2050SH W10 2010PIC W08 2630HS W 1 1 2 6 7 0 M U L L E D W04 3670MULLED W31 3636PIC W13 5070MULLED W15 5060PIC W04 3670MULLED W31 3636PICW26 80610 W27 8010PIC W16 4046HS 3068 2 8 6 8 2 8 6 8 5 0 6 8 2 4 6 8 246824682468 2668 2668 2468 2668 3 0 6 8 F .P . S&RS&R S&RS&R S&RS&R S &R S &R S &R S &R S &R S &R SHELFSHELF S H E L F S H E L F S H E L F S H E L F B E N C H B E N C H (2) 8X8 6X6 (2) 8X8 CO SD SD SD SD CO 5 6 ' 4 4 '-8 " 1 0 '-4 " 1 ' 2 6 ' 1 8 '-8 " 1 3 '-3 " 8 '-3 " 4 '-6 " 3 '-6 " 1 2 '-1 1 " 2 '-3 " 6 '-7 " 3 '-9 " 24'-3" 6'-6"11'-3"6'-6" 80'-5" 56'-2" 13'-8 1/2"8'-11 1/2"33'-6" 3'-1 1/2"2'-8 1/2"7'-10 1/2"10'6'-3"17'-3" 1'-6"1'-7 1/2"1'-8 1/4"2'-4"2'-4"1'-6 1/4"2'-10 1/4"3'-3"2'-10 1/4"3'-4"3'-3"3'-5"2'-7"3'-8"7'-2 1/2"10'-0 1/2" 9'-5"10'10'-6"17'33'-6" 1'-9 1/2"10'-11"14'-4 1/2"6'-5" 4'5'-5"5'5'5'-3"5'-3"3'-9"4'-9"4'-9"3'-9"5'-8 1/4"5'-2 3/4"3'-3"4'-3"4'-3"2'-7 1/2"3'-2 1/2"3'-2 1/2" 6 '-5 1 /2 " 7 ' 3 '-6 " 3 '4 ' 4 ' 3 '-1 0 1 /2 " 5 '-1 1 /2 " 4 '-4 " 1 '-1 0 " 2 '-2 " 3 '-1 0 1 /2 " 1 3 '-4 " 4 ' 2 6 ' 4 ' 2 6 ' 6 ' 8'-0 1/2" 4 '-3 " 4 ' 9 '-2 1 /2 " 8 '-6 1 /2 " 4 '-5 1 /2 " 4 '-9 " 8 ' 5 ' 4' 6 '-1 0 " 1'-2 1/2" 2'-3"6'-7"3'-4 1/2"4'-5" 3 '-0 1 /2 " 5 '-9 " 2'-10 1/2" 9 '-1 " 4 '-1 1 /2 " 2 '-9 1 /2 " 4'-11 1/2"4'-4" 1'-11" 2'-4" 8 '-9 1 /2 " 7'-3"5'-6 1/2"11'-5 1/2" 6 '-2 1 /2 " 1 2 '-5 1 /2 " 1'-10 1/2" 4'-0 1/2"11'-10 1/2" 4 '-0 1 /2 " 5 ' 2 '-5 1 /2 " 6'-5 1/2" 1'-6" 9 '-0 1 /2 " 2 '-5 1 /2 " 3'-8"3'-7" 2 ' 00 11MAIN FLOOR PLAN 1/4 IN = 1 FT GGAA RRAA GG EE HH II SS OO FF FFII CC EE MM AA SS TT EERR BBEE DD RROO OO MM MM AASS TT EE RR BBAA TT HH PP OOWW DD EE RR HHAA LL LL PP IIAA NNOO WW ..II..CC.. EE NN TT RRYY GGRR EE AATT RROO OO MM V A U L T R I D G E 10/12 PITCH 10/12 PITCH PP AA NNTT RR YY UUTT II LL IITT YY F L U S H E A T I N G B A R KK IITT CC HHEE NN DDII NN IINN GG F L A T C L G . F L A T C L G . F L A T C L G . F L A T C L G . DDEE CC KK 24X30 ATTIC 44 24X30 ATTIC 44 SOLID CORE DOOR INSTALL PER MFR SPECS 55 CAP TO EXTERIOR WALL AT STAIRWELL TO BE 1' SHORTER THAN HALF WALL, TYP. PP OORR CCHH CCOO VV EE RR 5-1/2" X 12" GLB 5-1/2" X 12" GLB 5-1/2" X 7-1/2" GLB 3 -1 /2 " X 7 -1 /2 " G L B H D R . T Y P . 11 5-1/2" X 12" GLB TYP. @ FRONT PORCH 22 EXTERIOR DOOR SCHEDULE SIZE ROOM NAME FIRE TEMPERED COMMENTS AREA 3068 L EX HALL/GARAGE YES 20.0 3068 L EX ENTRY/PORCH COVER 20.0 9080 GARAGE 72.0 3068 L EX GARAGE 20.0 TOTALS:204.0 ROOM FINISH SCHEDULE ROOM NAME AREA, INTERIOR (SQ FT) FLOOR FINISH BASEMENT 522 BASEMENT BATH 53 BASEMENT CLOSET 9 BASEMENT TOILET 16 BEDROOM #2 157 HER OFFICE 149 BEDROOM #3 184 CLOSET 12 CLOSET #2 22 CLOSET #3 22 DINING 181 ENTRY 50 ENTRY CLOSET 20 GREAT ROOM 386 HALL 35 HALL 69 KITCHEN 166 LINEN 5 MASTER BATH 81 MASTER BEDROOM 175 MASTER TOILET 19 MASTER SHOWER 19 PIANO 88 HIS OFFICE 132 PANTRY 92 POWDER 43 UTILITY 225 STORAGE #3 51 STORAGE #2 70 STORAGE #4 242 UTILITY 182 W.I.C.113 STAIRWELL 77 BASEMENT TUB 27 BASEMENT LINEN 8 WINDOW SCHEDULE NUMBER LABEL EGRESS TEMPERED COMMENTS QTY U-FACTOR AREA W01 5856PIC 1 0.27 30.99 W02 1068PIC YES 2 0.27 6.67 W03 5810PIC 1 0.27 5.67 W04 3670MULLED 3650 PIC - NO TEMP 3620 PIC - TEMP 2 0.3 24.5 W05 2020X OBS 1 0.27 4.0 W06 2656MULLED 2646 PIC 2610 HS 1 0.27 13.75 W07 6010PIC 3 0.27 6.0 W08 2630HS YES OBS 1 0.27 7.5 W09 60610 SGD YES YES 2 0.27 41.0 W10 2010PIC 4 0.27 2.0 W11 2670MULLED 2650 AWN - NO TEMP 2620 PIC - TEMP 1 0.27 17.5 W13 5070MULLED YES 5050 PIC - NO TEMP 5020 HS - TEMP 1 0.27 35.0 W14 4020MULLED (2) 2020 AWN 1 0.3 8.0 W15 5060PIC TRAP 1 0.27 30.0 W16 4046HS 2 0.27 18.0 W17 2646SH 1 0.27 11.25 W18 5646HS 2 0.27 24.75 W19 2046SH 1 0.27 9.0 W20 6046HS YES 2 0.27 27.0 W22 3046HS 2 0.27 13.5 W23 3060SH 4 0.27 18.0 W24 6360PIC 1 0.27 37.24 W25 2020X 1 0.27 4.0 W26 80610 SGD YES YES 2 0.27 54.67 W27 8010PIC 2 0.27 8.0 W28 5040HS 1 0.27 20.0 W29 4646HS YES 1 0.27 20.25 W30 2050SH YES 4 0.27 10.0 W31 3636PIC TRAP 2 0.27 12.25 TOTALS:852.83 SOLAR HEAT GAIN COEFFICIENT (SHGC) TO BE 0.25 TYP. U.N.O. AREA SHOWN IS PER INDIVIDUAL UNIT. 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 0 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: 9/2 1 /2 0 2 09/2 1 /2020 A -1 0 1A-1 0 1 SHEET: C L I E N T I N F O : G O R D O N & R I N D A H E A L E Y 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 6 6 E A G L E R O C K R I D G E P O R T H A D L O C K , W A 9 8 3 3 9 P A R C E L I D : 9 2 1 -1 8 5 -0 0 1 P R O J E C T I D : 3 7 9 0 0 1 5 0 OPEN GUARDRAIL AT 36" A.F.F. =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. FF LLOO OO RR PP LL AANN NN OO TT EESS DDEE TT AA IILL 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 30" ABOVE GRADE REQUIRED GUARD PER 2015 IRC. 2 PROVIDE 18" X 24" OPENING FOR CRAWL SPACE ACCESS. PLACE OPENING BETWEEN FLOOR JOISTS. ACCESS TO UNDER FLOOR SPACE PER 2015 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 PROVIDE CONTINUOUS HANDRAIL ON AT LEAST ON SIDE, FULL LENGTH OF STAIRS W/ RETURNS AT EACH END. TOP OF HANDRAIL SHALL BE NOT LESS THAN 34" & NOT MORE THAN 38" ABOVE NOSING OF STAIRS. 11 THE ENCLOSED USABLE SPACE UNDER STAIRS TO BE ONE-HOUR FIRE-RESISTIVE CONSTRUCTION AT WALLS & CEILING APPLIED AT THE STAIR UNDERSIDE. FIRE BLOCK BETWEEN STRINGERS & ALONG RUN BETWEEN STUDS. 12 A-07 A-07 GGEE NN EE RRAA LL FF RRAA MM IINN GG NN OO TTEE SS 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 2015 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 LL EE GG EENN DD =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: 9' - TYP. U.N.O. BASEMENT CEILING HEIGHT: 9' - TYP. U.N.O. 10 EXTERIOR DOOR SCHEDULE SIZE ROOM NAME FIRE TEMPERED COMMENTS AREA 3068 L EX HALL/GARAGE YES 20.0 3068 L EX ENTRY/PORCH COVER 20.0 9080 GARAGE 72.0 3068 L EX GARAGE 20.0 TOTALS:204.0 ROOM FINISH SCHEDULE ROOM NAME AREA, INTERIOR (SQ FT) FLOOR FINISH BASEMENT 522 BASEMENT BATH 53 BASEMENT CLOSET 9 BASEMENT TOILET 16 BEDROOM #2 157 HER OFFICE 149 BEDROOM #3 184 CLOSET 12 CLOSET #2 22 CLOSET #3 22 DINING 181 ENTRY 50 ENTRY CLOSET 20 GREAT ROOM 386 HALL 35 HALL 69 KITCHEN 166 LINEN 5 MASTER BATH 81 MASTER BEDROOM 175 MASTER TOILET 19 MASTER SHOWER 19 PIANO 88 HIS OFFICE 132 PANTRY 92 POWDER 43 UTILITY 225 STORAGE #3 51 STORAGE #2 70 STORAGE #4 242 UTILITY 182 W.I.C.113 STAIRWELL 77 BASEMENT TUB 27 BASEMENT LINEN 8 WINDOW SCHEDULE NUMBER LABEL EGRESS TEMPERED COMMENTS QTY U-FACTOR AREA W01 5856PIC 1 0.27 30.99 W02 1068PIC YES 2 0.27 6.67 W03 5810PIC 1 0.27 5.67 W04 3670MULLED 3650 PIC - NO TEMP 3620 PIC - TEMP 2 0.3 24.5 W05 2020X OBS 1 0.27 4.0 W06 2656MULLED 2646 PIC 2610 HS 1 0.27 13.75 W07 6010PIC 3 0.27 6.0 W08 2630HS YES OBS 1 0.27 7.5 W09 60610 SGD YES YES 2 0.27 41.0 W10 2010PIC 4 0.27 2.0 W11 2670MULLED 2650 AWN - NO TEMP 2620 PIC - TEMP 1 0.27 17.5 W13 5070MULLED YES 5050 PIC - NO TEMP 5020 HS - TEMP 1 0.27 35.0 W14 4020MULLED (2) 2020 AWN 1 0.3 8.0 W15 5060PIC TRAP 1 0.27 30.0 W16 4046HS 2 0.27 18.0 W17 2646SH 1 0.27 11.25 W18 5646HS 2 0.27 24.75 W19 2046SH 1 0.27 9.0 W20 6046HS YES 2 0.27 27.0 W22 3046HS 2 0.27 13.5 W23 3060SH 4 0.27 18.0 W24 6360PIC 1 0.27 37.24 W25 2020X 1 0.27 4.0 W26 80610 SGD YES YES 2 0.27 54.67 W27 8010PIC 2 0.27 8.0 W28 5040HS 1 0.27 20.0 W29 4646HS YES 1 0.27 20.25 W30 2050SH YES 4 0.27 10.0 W31 3636PIC TRAP 2 0.27 12.25 TOTALS:852.83 SOLAR HEAT GAIN COEFFICIENT (SHGC) TO BE 0.25 TYP. U.N.O. AREA SHOWN IS PER INDIVIDUAL UNIT. A 301 A 301 A 301 A 301 S S S S T /S T H P W H HB W 1 6 4 0 4 6 H S W 2 2 3 0 4 6 H S W20 6046HS W22 3046HS W30 2050SH W10 2010PIC W26 80610 W27 8010PIC W30 2050SH W10 2010PIC W 0 6 2 6 5 6 M U L L E D W29 4646HS W20 6046HS 2868 246824682468 2668 2668 2468 2668 2468 2 4 6 8 2 4 6 8 2 4 6 8 2468 2668 2 4 6 8 UP UP S H E L F S H E L F S&RS&R S&RS&RS&R S &R 6X6 6X6 6X6 6X66X66X66X66X66X66X66X66X66X6 6X6 6X6 6X6 6X6 CO SDSD CO SD SD SD 8'-9 1/2"6'2'-4 1/2"3'-6"7'-3"9'-10 1/2"3'-8 1/2"3'-6 1/2"6'-10"5'-10 1/2"6'-3 1/2"2'-10 1/2"6'-4 1/2"6'-4" 2 9 '-1 1 1 /2 " 9 '-8 " 4 '-0 1 /2 " 1 2 '-3 " 9'-5"10'10'-6"17'33'-6" 80'-5" 3'-8 1/2"6'-9 1/2"13'14'-2"6'-4" 1 8 '-7 1 /2 " 1 0 '-4 " 8 '-1 0 1 /4 " 9 '-9 1 /4 " 5 '-5 " 4 '-4 1 /2 " 1 2 '-9 " 1 0 " 4 '-0 1 /2 " 1 2 '-3 " 4 ' 4 '-6 1 /2 " 8 '-1 1 /2 " 3'-7"3'-8"7'-4 1/2"2'-6"3'-6 1/2"3'-8 1/2"4'-5"2'-5" 6'-10 1/2"6'-7"3'-0 1/2" 3'-2" 2 '-3 " 5'5'4'-0 1/2"2'-9"3'5'-6"5'-6"3'6'-5"6'-7"7'-2 1/2"6'-11 1/2" 3 '4 ' 2 5 '-1 1 1 /2 " 4 ' 2 '-2 " 1 '-1 0 " 3 '-6 " 1'7'-10"7'-10"7'-10"7'-10"1'-2"4'-3"8'-6"4'-3"5'-4"7'-10"7'-4"1'-8"7'-3 3/4" 1'-8" 4 '-0 1 /4 " 2 '-1 0 1 /2 " 7 '-1 1 /4 " 3'-7 3/4" 3 /4 " 4 '-2 " 5 '-9 " GGAA RRAA GG EE BB AASS EE MM EE NNTT BBEE DD RROO OO MM ##22 BBAA SS EE MM EE NN TT BB AATT HH HHEE RR OO FF FF IICC EE SS TTOO RR AAGG EE ##44 BB EE DDRR OO OOMM ##33 UUTT II LL IITT YY SS TT OO RRAA GGEE ##33 SS TT OO RRAA GGEE ##22 HEAT PUMP 55 00 11BASEMENT FLOOR PLAN 1/4 IN = 1 FT (2) P.T. 2X12 DF. #2 BEAM (2) P.T. 2X12 DF. #2 BEAM 5-1/2" X 9" GLB 5-1/2" X 13-1/2" GLB 5-1/2" X 9" GLB (2 ) P .T . 2 X 1 2 D F . #2 B E A M F U R N . 3 -1 /2 " X 7 -1 /2 " G L B H D R . T Y P . 11 TYP. HDR. TYP. HDR. TYP. HDR. TYP. HDR. TYP. HDR. TYP. HDR. TYP. HDR. TYP. HDR.TYP. HDR. TYP. HDR. TYP. HDR. BEARING BEARING BEARING BEARING BEARING BEARING (2) P.T. 2X12 DF. #2 BEAM 22 P.T. D.F. #2 POST, TYP. 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 0 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: 9/2 1 /2 0 2 09/2 1 /2020 A -1 0 2A-1 0 2 SHEET: C L I E N T I N F O : G O R D O N & R I N D A H E A L E Y 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 6 6 E A G L E R O C K R I D G E P O R T H A D L O C K , W A 9 8 3 3 9 P A R C E L I D : 9 2 1 -1 8 5 -0 0 1 P R O J E C T I D : 3 7 9 0 0 1 5 0 ALIGN DRAG TRUSS W/SHEARWALL, DESIGN FOR 4,000# T/C LOAD, NAIL ROOF SHEATHING TO TRUSS W/8d @ 6" O.C. ATTACH TRUSS TO TOP PLATE w/ MTSC40 STRAP (SEE DETAIL 3/S1) PORTAL FRAMED CONT. HDR (SEE DETAIL 1/S2) STR. GABLE END TRUSS REQ.DESIGN TRUSS FOR 1,000 T/C LOAD, NAIL ROOF SHEATHING TO TRUSS W/8d @ 6" O.C. ATTACH TRUSS TO TOP PLATE W/HGA10 CLIP EA. END (SEE DETAIL 3/S1)DESIGN DRAG TRUSS FOR 2,000 T/C LOAD, NAIL ROOF SHEATHING TO TRUSS W/8d @ 6" O.C. ATTACH TRUSS TO TOP PLATE W/DSC2L/R EA. END (SEE DETAIL 3/S1) ALIGN DRAG TRUSS W/SHEARWALL, DESIGN FOR 2,000# T/C LOAD, NAIL ROOF SHEATHING TO TRUSS W/8d @ 6" O.C. ATTACH TRUSS TO TOP PLATE W/MSTA30 STRAP (SEE DETAIL 3/S1) ATTACH TRUSS TO TOP PLATE W/(4) A35 CLIPS EQ. SPACED 00 11ELEVATION - FRONT TYP. 1/4 IN = 1 FT 12 6 12 10 12 10 12 10 12 10 9 '-1 1 /8 " 9 '-1 1 /8 " 00 22 ELEVATION - BACK 1/4 IN = 1 FT TOP OF SUBFLOOR - 0' TOP OF WALL- 9'-1 1/8" APPROXIMATE HEIGHT - 18'-2 1/8" TOP OF SLAB - -9'-11 3/8" TOP OF WALL- -10 1/4" 12 10 12 10 12 10 12 10 12 10 12 10 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 0 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: 9/2 1 /2 0 2 09/2 1 /2020 A -2 0 1A-2 0 1 SHEET: C L I E N T I N F O : G O R D O N & R I N D A H E A L E Y 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 6 6 E A G L E R O C K R I D G E P O R T H A D L O C K , W A 9 8 3 3 9 P A R C E L I D : 9 2 1 -1 8 5 -0 0 1 P R O J E C T I D : 3 7 9 0 0 1 5 0 9 '-1 1 /8 " 9 '-1 1 /8 " 00 22 ELEVATION - RIGHT 1/4 IN = 1 FT TOP OF SUBFLOOR - 0' TOP OF WALL- 9'-1 1/8" APPROXIMATE HEIGHT - 18'-2 1/8" TOP OF SLAB - -9'-11 3/8" TOP OF WALL- -10 1/4" 00 11ELEVATION - LEFT 1/4 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 0 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: 9/2 1 /2 0 2 09/2 1 /2020 A -2 0 2A-2 0 2 SHEET: C L I E N T I N F O : G O R D O N & R I N D A H E A L E Y 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 6 6 E A G L E R O C K R I D G E P O R T H A D L O C K , W A 9 8 3 3 9 P A R C E L I D : 9 2 1 -1 8 5 -0 0 1 P R O J E C T I D : 3 7 9 0 0 1 5 0 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: 1 1/2 IN = 1 FT 0 101 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 9 '-1 1 /8 " 9 '-1 1 /8 " 5 '-0 1 /1 6 " 00 22 CROSS SECTION - AA OVERFRAMING PER PLAN 1/4 IN = 1 FT M I N . 8 0 " C L RTOP OF SUBFLOOR - 0' TOP OF WALL- 9'-1 1/8" APPROXIMATE HEIGHT - 18'-2 1/8" TOP OF SLAB - -9'-11 3/8" TOP OF WALL- -10 1/4" RISE: 7-1/2" RUN: 10" A-07.1 A-07.1 A-14 A-14 A-18 A-18 A-13.2 A-13.2 S-01.3 S-01.3 R-08.1 R-08.1 A-12.1 A-12.1 7 " 2 '-1 1 " 3 '-6 " 3'-6" 3 '-1 1 " 3 '-1 1 " 2 '-1 " 6 ' 5' 9 " 5 '-2 1 /2 " 6'-3" 5 '-1 1 1 /2 " 9 " 5 '-5 5 /8 " 5'-8" W15W31 W24 W01 00 33 TRAP WINDOW PROFILES 1/2 IN = 1 FT TRAP WINDOWS ARE TO BE ORDERED AFTER FRAMING AS CONDITIONS IN THE FIELD MAY VARY THE MEASUREMENTS SHOWN. 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 0 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: 9/2 1 /2 0 2 09/2 1 /2020 A -3 0 1A-3 0 1 SHEET: C L I E N T I N F O : G O R D O N & R I N D A H E A L E Y 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 6 6 E A G L E R O C K R I D G E P O R T H A D L O C K , W A 9 8 3 3 9 P A R C E L I D : 9 2 1 -1 8 5 -0 0 1 P R O J E C T I D : 3 7 9 0 0 1 5 0 EE LL EE CCTT RR IICC AALL PP LLAA NN NN OOTT EE SS DDEE TT AA IILL ALL KITCHEN & BATHROOM OUTLETS TO BE ON GFCI CIRCUITS A ALL OUTLETS & SWITCHES TO BE PLACED PER 2015 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. EE LL EE CCTT RR IICC AALL SS CCHH EE DDUU LL EE 75% OF ALL PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICIENCY LAMPS. (2015 WSEC SECTION R404.1) D PROVIDE (4) TOTAL TV/PHONE DROPS - FIELD LOCATEE 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 THREE WAY WALL MOUNT LIGHT RECESSED LED LIGHT WP CO P SD 3 WP CO P SD 3 DN DN CO SD SD SD SD CO 80 CFM (30 CFM CONT.) 50 CFM 50 CFM 50 CFM 1 0 0 C F M 5 0 C F M WP WP WP P P P 3 3 3 3 3 3 3 3 3 3 3333 00 11MAIN FLOOR ELECTRICAL PLAN 1/4 IN = 1 FT V A U L T R I D G E 10/12 PITCH 10/12 PITCH F L A T C L G . F L A T C L G . F L A T C L G . F L A T C L G . 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 0 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: 9/2 1 /2 0 2 09/2 1 /2020 E -1 0 1E-1 0 1 SHEET: C L I E N T I N F O : G O R D O N & R I N D A H E A L E Y 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 6 6 E A G L E R O C K R I D G E P O R T H A D L O C K , W A 9 8 3 3 9 P A R C E L I D : 9 2 1 -1 8 5 -0 0 1 P R O J E C T I D : 3 7 9 0 0 1 5 0 EE LL EE CCTT RR IICC AALL PP LLAA NN NN OOTT EE SS DDEE TT AA IILL ALL KITCHEN & BATHROOM OUTLETS TO BE ON GFCI CIRCUITS A ALL OUTLETS & SWITCHES TO BE PLACED PER 2015 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. EE LL EE CCTT RR IICC AALL SS CCHH EE DDUU LL EE 75% OF ALL PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICIENCY LAMPS. (2015 WSEC SECTION R404.1) D PROVIDE (4) TOTAL TV/PHONE DROPS - FIELD LOCATEE UP UP CO SDSD CO SD SD SD 80 CFM (30 CFM CONT.) 50 CFM WP WP 3 3 3 3 HEAT PUMP F U R N . 00 11BASEMENT ELECTRICAL PLAN 1/4 IN = 1 FT 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 THREE WAY WALL MOUNT LIGHT RECESSED LED LIGHT WP CO P SD 3 WP CO P SD 3 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 0 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: 9/2 1 /2 0 2 09/2 1 /2020 E -1 0 2E-1 0 2 SHEET: C L I E N T I N F O : G O R D O N & R I N D A H E A L E Y 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 6 6 E A G L E R O C K R I D G E P O R T H A D L O C K , W A 9 8 3 3 9 P A R C E L I D : 9 2 1 -1 8 5 -0 0 1 P R O J E C T I D : 3 7 9 0 0 1 5 0