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Home My WebLink AboutPermit File BLD-2023-1089 3820 Rock Ridge ParkwayPROJECT DESCRIPTION:NEW RESIDENTIAL HOME ON UNDEVELOPED LANDNUMBER OF STORIES:(2) STORIES ABOVE GRADEBUILDING HEIGHT:27'-0"OCCUPANCY TYPE:RESIDENTIAL BUILDING AREA:2,786 SQ. FEET SITE ADDRESS: 3820 ROCK RIDGE PARKWAY, ANACORTES, WA 98221 TAX PARCEL NUMBER(S): P125843, ROCK RIDGE SOUTH - PHASE 1, LOT 21LOT AREA:0.23 ACRES, ZONING:R2 (RES LOW DENSITY 2) JURISDICTION: SKAGIT COUNTYPHONE: 360-416-1320EMAIL: PDS@CO.SKAGIT.WA.US BUILT AREA (ext. of framing)3,280 SF MAIN FLOOR 1,860 SFSECOND FLOOR 764 SFATTACHED GARAGE 656 SFHEATED AREA (ext. of insulation)3,361 SFMAIN FLOOR 1,913 SFSECOND FLOOR 792 SFATTACHEDGARAGE 656 SFCONDITIONED AREA (int. of framing)3,057 SFMAIN FLOOR 1,756 SFSECOND FLOOR 691 SFATTACHED GARAGE 610 SFOUTDOOR AREAS 460 SFBACK PATIO 352 SF FRONT PATIO 126 SFLOT SIZE: 10,108 SFTOTAL LOT COVERAGE: 31%HOUSE COVERAGE 25%IMPERVIOUS COVERAGE 6% These structural notes supplement the drawings. Any discrepancy found among the drawings, these notes, and the site conditions shall be reported to the Engineer, who shall correct such discrepancy in writing. Any work done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk. The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with any work or fabrication. The Contractor is responsible for all bracing and shoring during construction. All construction shall conform to the applicable portions of the latest edition of the International Building Code except where noted. 1. 2.3. 1.2.3. 4. 5. 6. 1. 1. 2. Concrete & Reinforcing Steel: All concrete work shall be per the 2018 IBC Chapter 19 and ACI 318-14. Concrete quality, mixing and placement shall be per ACI 318-14. Mixing and placement shall be per ACI 318-14 and inspections shall be per 2018 IBC, Chapter 19, sections 03 and 04.All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans.Concrete shall be in accordance with ASTM 150. f'c = 2500 PSI @ 28 dayslump = 4" maximum, 6% Air entrainedCarpentry:Structural framing shall be #2 Douglas Fir.6X columns shall be #1 Douglas Fir unless noted otherwise.2X joists/rafters shall be kiln dried and stored in a dry area prior to installation.Floor trusses shall be by Trus-Joist or other approved manufacturer. Roof trusses shall be by a preapproved manufacturer and constructed according to the specifications of the Truss Plate Institute.Truss manufacturers are responsible for all bracing of the trusses including end wall bracing and all other bracing between the building and the trusses unless specifically shown otherwise on the drawings.Glue laminated beams shall be 24f-V8 for cantilevered or continuous beams and 24f-V4 for simple spans.(Fb = 2,400 PSI)(Fv = 265 PSI)(E = 1,800,000 PSI)(FcL = 650 PSI)Plywood shall be nailed 6" o.c. edges and 12" field with 8d's unless otherwise noted on the drawings. Hardware:All connection hardware shall be Simpson "Strong Tie", unless noted otherwise. Connection hardware exposed to weather or in contact with the ground or pressure treated wood shall be galvanized per ASTM A-123 with 1.25 oz. of zinc spelter per square foot of contact area. CAUTIONPLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS. BRACE PER RECOMMENDATIONS. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEV 1. 2. 3. 4. 5. Design Criteria: Live Load =25 PSF (Snow)=40 PSF (Floor)=60 PSF (Decks)Dead Load =20 PSF (Roof)=15 PSF (Floor)=12 PSF (Walls) =150 PCF (Concrete)Wind =2018 IBC Exposure C @ 100 mph (LRFD), 80 MPH (ASD), 3 second gustEarthquake= 2018 IBC, Ss = 1.148 Site Class DSL = 0.408IE = 1.0Seismic Design Category DSDS = 0.918Light Frame Wood ShearwallsR = 6.5r = 1.3 Non-Redundant StructureCs = SDS I/RV = r Cs WV = 0.184W for Load Factor DesignCs = SDS I/ (1.4R)V = r Cs WV = 0.129W for Allowable Stress DesignSoil= 1500 PSF, Assumed Bearing Capacity45 PCF, Active Pressure355 PCF, Passive Pressure0.35 coefficient of Friction PROPERTY OWNER MICHAEL DROLLINGER & JENNIFER KIPP3813 ROCKRIDGE PKWYANACORTES, WA 98221MICHAEL PHONE: 425.260.3738JENNIFER PHONE: 425.260.4198EMAIL: DROLLINGERM@ME.COM ARCHITECTARTISANS GROUP ARCHITECTURE + PLANNING, PS6504 CAPITOL BLVD SETUMWATER, WA 98501 CONTACT: ROUSSA CASSEL, AIAPHONE: 360-951-7903EMAIL: ROUSSA@ARTISANSGROUP.COM STRUCTURALMC SQUARED INC1235 4TH AVE STE101OLYMPIA, WA 98506 CONTACT: RYAN EGOLF, PEPHONE: 360-754-9339EMAIL: RYANE@MC2-INC.COM Proposed Efficiency Specifications:Roof = R-49 or betterWall = R-21 + R-10 cont. or betterFloor = R-10 cont. (Slab on Grade)Fenestration = U-0.14Air Sealing = 1.2 ACH @ 50 Pa or betterVentilation= See Mechanical PlanWater Heater = Sanden Heat PumpHeat Source = See Mechanical Plan Energy Credits: 6.0 Credits Req.Type 2 Fuel Normalization = 1.01.4 Efficient Building Envelope = 1.02.3 Air Leakage & Ventilation = 1.53.5.2 High Efficiency HVAC = 1.55.4 Water Heating = 1.5 Total Credits = 6.5 2018 Washington State Energy Code G001 COVER PAGEA010 SITE PLANA101MAIN FLOOR PLANA102SECOND FLOOR PLANA103FOUNDATION PLANA104ROOF PLANA105MAIN FLOOR RCPA106SECOND FLOOR RCPA107MAIN FLOOR FRAMING PLANA108SECOND FLOOR FRAMING PLANA201EXTERIOR ELEVATIONSA202EXTERIOR ELEVATIONSA301BUILDING SECTIONSA302BUILDING SECTIONSA303BUILDING SECTIONSA501BUILDING DETAILSA502BUILDING DETAILSA503TYPICAL ASSEMBLY DETAILSA601SPEC SHEETA720INTERIOR ELEVATIONS AND NOOK SECTIONA721INTERIOR ELEVATIONSW101WINDOW AND DOOR SCHEDULESM001LOAD SUMMARYM101LEVEL 1 DUCT PLANM102LEVEL 2 DUCT PLANM201LEVEL 1 VENTILATION PLANM202LEVEL 2 VENTILATION PLANM601HEAT PUMP SYSTEM DETAILM602MAIN SYSTEM DUCT SUMMARY SHEET INDEX Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 0 : 1 9 A M G001 COVER PAGE KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 DROLLINGER HOME BUILDING PERMIT INFORMATION BUILDING SQUARE FOOTAGEPROJECT STRUCTURAL NOTES DESIGN TEAM Rev #Description Date P R O F E SSIONA L E N G I N EER XX-XX-X G ERESIT ER D 06 / 22 / 23 1235 EAST 4TH AVE. SUITE 101 OLYMPIA, WA, 98506 (360) 754-9339 STRUCTURAL • FOUNDATION • MARINE MC SQUARE I N C O R P O R A T 06-22-2023 38 0 385 385 380 3 7 5 38 5 38 2 38 1 37 9 37 8 37 7 37 6 387 386 384 383 3 8 6 3 8 4 38 3 382 381 379 3 7 6 3 8 6 x x x x x x x x x x W W W W W W W W SD SD SD S D ss ss ss ss ss ss ss ss W W W s s s s s s s s s s s s METAL FENCE RETAINING WALL HOGWIRE FENCE 7' WOOD FENCE (E) CONCR E T E W A L K / C U R B ROCK RIDG E P A R K W A Y ( P U B L I C ) PROPERTY LINE SETBACKS SIDE SETB A C K 5'-0" R E A R S E T B A C K 2 0 ' - 0 " SIDE SET B A C K 5'-0" F R O N T S E T B A C K 2 0 ' - 0 " EASEMENT EASEMEN T 15'-0" 5 ' - 6 " 8" 8" 6" 12" FFL HOUSE = 384' ABOVE SEA LEVEL FFL GARAGE = 381' S 1 5 ° 1 5 ' 5 4 " E 1 1 0 . 3 6 ' - S I D E N69°43'4 5 " E 9 7 . 9 9 ' - R E A R S 1 7 ° 0 9 ' 0 3 " E 1 0 0 . 6 2 ' - S I D E N75°45'56"E 7 6 . 5 1 ' - F R O N T U T I L I T Y E A S M E N T 1 0 ' - 0 " LOT 21 P125843 PATIO AT G R A D E (111 SF BE Y O N D C A L C U L A T E D ROOF COVE R A G E ) PATIO AT G R A D E DRIVEWAY W A L K W A Y A T G R A D E COVERED P A T I O 11'-5" +/- 3 0 ' - 1 " + / - (59 SF > 3' OVERHANG) (40 SF > 3' OVERHANG ) 2,626 SF(HOUSE COVERAGE) C C C E G (E) CONCR E T E G U T T E R (E) ASPHA L T PROPOSED C U R B C U T ROOF LINE ROOF LINE UPPER LEV E L D E C K P L A N T E R ℄ EXISTING TREE TO BE REMOVED EXISTING TREES TO BE REMOVED BUILDING LINE PARCEL: P125843ADDRESS: 3820 ROCK RIDGE PARKWAY, ANACORTES WA 98221ZONING: R2 (RESIDENTIAL LOW DENSITY 2)LOT SIZE:10,108 SF (0.23 ACRES)MAXIMUM BUILDING COVERAGE: 35% NOTE: INFORMATION SHOWN HERE HAS BEEN GATHERED FROM A COMBINATION OF PUBLIC SOURCES, SITE OBSERVATIONS, AND 3RD PARTIES. ALL INFORMATION SHOWN HERE IS SUBJECT TO VERIFICATION. ARTISANS GROUP ASSUMES NO RESPONSIBILITY FOR SURVEYING THE LOCATION, ORIENTATION, AND/OR SIZE OF FEATURES SHOWN HERE. PROPERTY LINES, FEATURES, AND STRUCTURES SHALL BE ESTABLISHED BY OWNER PRIOR TO CONSTRUCTION. PROJECT LOCATION ANACORTES COMMUNITY FOREST LANDS CO M M E R C I A L A V E 12TH ST OAKES A V E ANACORTES WA 20 W A 2 0 WA 20 WA 20 AN A C O P P E R M I N E R D W 12TH TOTAL BUILDING SQUARE FOOTAGE(TO EXTERIOR OF FRAMING):3,280 SFMAIN FLOOR 1,860 SFSECOND FLOOR 764 SFATTACHED GARAGE 656 SF LOT SIZE: 10,108 SF MAX BUILDING COVERAGE AREA (35% OF LOT) 3,538 SFTOTAL LOT COVERAGE (31% OF LOT)3,163 SFPROPOSED HOUSE COVERAGE (25% OF LOT) 2,516 SFPROPOSED IMPERVIOUS COVERAGE (6% OF LOT) 647 SF Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 0 : 2 1 A M A010 SITE PLAN KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1" = 10'-0"A010 1 SITE PLAN 0'10'20'40' SITE DATA SITE PLAN - NOTE VICINITY MAP SITE PLAN - AREAS Rev #Description Date 06-22-2023 W D WH DW UP 1 A301 1 A302 A202 2 A201 1 A2021 A201 2 PRIMARYBEDROOM BATH 1 HALL POWDER CO A T S OFFICE LAUNDRY ENTRY DINING LIVING ROOM 36 ' - 8 1 / 2 " 68'-0" 13'-11"11'-7"14'-11"9'-7"18'-0" 3'-8 1/2"5'-10 1/2"6'-0"3'-0"3'-0"6'-0"6'-10 1/2"5'-0 1/2"2'-0"7'-10 1/2"3'-8 1/2"3'-10"7'-3"3'-10" 3'-10 1/2"36'-4"2 1/2" 68'-0" 3'-4"7'-2"7'-9 1/2"1'-8 1/2"18'-0" 7'-3"11'-0"7'-3" 1'-9"3'-0"11'-11"6'-0"3'-0"3'-0"6'-0" 4'-1 3/4" MAX 6'-0"9'-10 1/4" 4' - 1 1 " 6' - 9 " 1' - 1 1 1 / 2 " 11 ' - 1 " 2' - 5 " 6' - 0 1 / 2 " 5' - 0 " 4' - 1 1 1 / 2 " 7' - 0 " 8' - 9 " 7'-0 1/2"4'-0"1'-11" 11 1/2" 5'-4"3'-2"2'-7 1/2"5'-7 3/4"2'-7 3/4"7'-2" 10 ' - 6 " 6' - 2 1 / 2 " 5' - 0 " 4' - 1 1 1 / 2 " 3'- 9 1 / 2 " 7'- 5 " 4'-2 1/4"3'-7 1/4"1'-10 1/2"3'-8"14'-2" 4'- 9 " 10 ' - 3 " 2'-6" W.I.C. MECH/STORAGE PANTRY KITCHEN A201 34 DASHED LINE INDICATES OUTLINE OF SOFFIT ABOVE DESK BENCH SHELVES 5' - 2 5 / 8 " 5' - 3 3 / 8 " 8'- 0 1 / 2 " 2' - 5 1 / 2 " 10 16 9 16 9 20 6 18 18 E 18 4 18 4 4 A A A A B A CA A A C 3 13 11 A 4 A720 3 1/2" 4 A303 2 A301 2 A302 1 A303 8 1/2" 5' - 6 " 4' - 1 " 21 ' - 1 1 " 99 HRV 27 ' - 1 1 / 2 " 3 1 / 2 " 25 ' - 8 1 / 2 " 11 ' - 8 " 15 ' - 5 1 / 2 " 4'-6"25'-6"38'-0" MATCH LINE OF 2ND FLOOR EXTERIOR CORE ABOVE MATCH LINE OF 2ND FLOOR EXTERIOR CORE ABOVE 53 ' - 1 1 / 2 " 16 ' - 7 1 / 2 " ATTIC HATCH OPENING LANDING 22 3' - 3 1 / 8 " 14 ' - 5 7 / 8 " 4'- 9 " 7' - 0 " 5' - 0 " 2'- 2 1 / 2 " STORAGE GARAGE G G 3 3 3 7 3 3 17 COVERED ENTRY (CONC) CONC STAIRS/ WALKCONC. DRIVEWAY CONC PATIO STAIRS WC 38'-0" A5037 CONT. HANDRAIL @ 34" A.F.F. 3 3 20 16 ' - 8 " 3' - 0 " R @ 7 3/16" 5 R @ 6 2 5 / 3 2 " 18 UP GUARDRAIL 36" ABOVE NOSINGS/ LANDING HANDRAIL AT 34" ABOVE NOSINGS PLANTER 14 14 DN DN FCU-2 F SEE MECH DRAWINGS FOR AHUs. SHELVES 11 " 1. 2.3.4.5.6.7. 8. 9.10.11. SEE PROJECT INFORMATION SHEET FOR GENERAL PROJECT NOTES, SYMBOL LEGEND AND ABBREVIATION INFORMATIONSEE A503 & SECTIONS FOR BUILDING ASSEMBLIES INFORMATION ALL DIMENSIONS TO FACE OF STUD OR CENTER OF ROUGH OPENING AS SHOWN.SEE SCHEDULES FOR WINDOW INFORMATION ALL STAIRS AND RAILINGS TO COMPLY WITH IRC AND TO BE EQUAL SPACINGSWING DOORS TO BE 3" FROM ADJACENT PERPENDICULAR WALL U.N.O.SEE MECHANICAL SHEETS FOR LOCATION SPECIFICATIONS AND VENTING OF MECHANICAL SYSTEMSACOUSTIC BATTS AT PERIMETER (WALLS, FLOORS, CEILINGS) OF ALL BEDROOMS, BATHROOMS, AND POWDER ROOMSALL SMOKE DETECTORS AND CARBON MONOXIDE ALARMS PER REFLECTED CEILING PLANS SEE STRUCTURAL SHEETS FOR ADDITIONAL NOTESALL INTERIOR DOORS TO BE SOLID CORE SLAB DOORS U.N.O. 2x4 STUD WALL - 2x6 STUD WALL - -SIDING & RAIN SCREEN -2" RIGID INSULATION Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 0 : 2 4 A M A101 MAIN FLOOR PLAN KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1/4" = 1'-0"A101 1 FLOOR PLAN - MAIN FLOOR 0'1'2'4'8' FLOOR PLAN NOTES WALL LEGEND Rev #Description Date 06-22-2023 DN 1 A301 1 A302 A202 2 A201 1 A2021 A201 2 OFFICE/ BEDROOM 3 BEDROOM 2 BATH 2 11'-5 1/2"32'-9 1/2"1'-3"9'-0" 44'-3" 4'-11 1/2"6'-6"9'-6"2'-3 1/2"12'-9"7'-9 1/2"1'-8 1/2"9'-0" 25'-6" 6' - 1 0 1 / 4 " 2" 4' - 5 3 / 4 " 5' - 1 1 / 2 " 2' - 9 " 12 12 12 8 15 D D A 5'-6"5'-11 1/2"7'-4 1/2"5'-7"7'-9"7'-9"4'-4" 8' - 3 3 / 4 " 8'- 3 3 / 4 " 7'-0 3/4"3'-5 1/4"4'-0 1/2"3'-9" DECK 4 A303 2 A301 2 A302 1 A303 551919 16 ' - 7 1 / 2 " 3 1 / 2 " 25 ' - 8 1 / 2 " RAILING HALLWAY OUTLINE OF MAIN FLOOR BELOW LINE OF ROOF AT 2'-3" ABOVE DECKOUTLINE OF MAIN FLOOR BELOW FRAMING ALIGNS W/ MAIN FLOOR FRAMING OUTLINE OF MAIN FLOOR BELOW 21 UNCONDITIONED SPACE 4'-5 1/2"16'-3 1/2"4'-9" ATTIC HATCH OPENING UNFINISHED ATTICSTORAGE 16 2 2 2 2 23 3 3 A STAIRS CLOSET 3 CL O S E T 2 A 29'-0" DN CONT. HANDRAIL @ 34" A.F.F./ NOSINGS R @ 6 2 5 / 3 2 " 18 GUARDRAIL @ 36" A.F.F., MIN. MATCH LINE OF 1ST FLOOR EXTERIOR CORE BELOW MATCH LINE OF 1ST FLOOR EXTERIOR CORE BELOW 2'-3 1/2" 1. 2.3.4.5.6.7. 8. 9.10.11. SEE PROJECT INFORMATION SHEET FOR GENERAL PROJECT NOTES, SYMBOL LEGEND AND ABBREVIATION INFORMATIONSEE A503 & SECTIONS FOR BUILDING ASSEMBLIES INFORMATION ALL DIMENSIONS TO FACE OF STUD OR CENTER OF ROUGH OPENING AS SHOWN.SEE SCHEDULES FOR WINDOW INFORMATION ALL STAIRS AND RAILINGS TO COMPLY WITH IRC AND TO BE EQUAL SPACINGSWING DOORS TO BE 3" FROM ADJACENT PERPENDICULAR WALL U.N.O.SEE MECHANICAL SHEETS FOR LOCATION SPECIFICATIONS AND VENTING OF MECHANICAL SYSTEMSACOUSTIC BATTS AT PERIMETER (WALLS, FLOORS, CEILINGS) OF ALL BEDROOMS, BATHROOMS, AND POWDER ROOMSALL SMOKE DETECTORS AND CARBON MONOXIDE ALARMS PER REFLECTED CEILING PLANS SEE STRUCTURAL SHEETS FOR ADDITIONAL NOTESALL INTERIOR DOORS TO BE SOLID CORE SLAB DOORS U.N.O. 2x4 STUD WALL - 2x6 STUD WALL - -SIDING & RAIN SCREEN -2" RIGID INSULATION Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 0 : 2 7 A M A102 SECOND FLOOR PLAN KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1/4" = 1'-0"A102 1 FLOOR PLAN - 2ND FLOOR 0'1'2'4'8' FLOOR PLAN NOTES WALL LEGEND Rev #Description Date 06-22-2023 1 A301 1 A302 TYPICAL FLOOR4" CONCRETE SLAB ON GRADE FLOORSTEGO MEMBRANE6" COMPACTED CRUSHED ROCKREINFORCEMENT - #4's @ 16" O.C. EW AND CENTERED ON SLAB (FOR FINISHED FLOOR) TYPICAL EXTERIOR FLOORS4" CONCRETE SLAB ON GRADE (TROWEL FINISH) OVER GRAVEL OR CRUSHED ROCK 4'-1"36'-0"4" GARAGE FLOOR 4" CONCRETE SLAB ON GRADE OVER GRAVEL OR CRUSHED ROCK 2'-0" SQR X 1'-0" THICK FOOTING W/ (4) #4's EACH WAY TYPICAL EXTERIOR FLOORS 4" CONCRETE SLAB ON GRADE (TROWEL FINISH) OVER GRAVEL OR CRUSHED ROCK 4 A303 2 A301 2 A302 1 A303 OPTIONAL SLAB CRACK CONTROL @ 20' O.C. MAX. SEE DETAILS A5018 SIMPSON HDU2SIMPSON HDU2 SIMPSON HDQ8 TRIMMERS OR POST PER PLAN SIMPSON HDQ8 SIMPSON HDU4 IN TRIMMERS/ POST SIMPSON HDU4 IN (2) STUDS TO FND SIMPSON HDU2 IN (2) STUDS TO FND SIMPSON HDU4 IN (2) STUDS TO FND #2 H.F. PT 4X6 W/ SIMPSON ABU46 OR EQUAL POST BASE SIMPSON HDU2 INTO TRIMMER/ POST (3) #2 D.F. 2X6's OR #1 D.F. 6X6 TRIMMER SIMPSON HDU2 INTO TRIMMER/ POST (3) #2 D.F. 2X6's OR #1 D.F. 6X6 TRIMMER EXPAND FOOTING TO 2'-6" SQR 12" THICK INTERIOR STRIP FOOTINGS TYPICAL FLOOR4" CONCRETE SLAB ON GRADE FLOORSTEGO MEMBRANE6" COMPACTED CRUSHED ROCK 1'-4" 1' - 4 " 2' - 6 " 1' - 4 " 2'-6" 1'- 4 " 1'-4" #2 D.F. 4X6 W/ SIMPSON LCE POST CAP TO GLB 25'-11"14'-6"9'-7"18'-5" 27 ' - 6 1 / 2 " 25 ' - 1 1 1 / 2 " 4'-4 1/2"26'-2" 19'-5 1/2"18'-5" 10 ' - 1 1 1 / 4 " 16 ' - 7 1 / 4 " 1'-4" CO N C R E T E PL A N T E R CONCRETE WALK CONCRETE PATIO CONCRETE DRIVEWAY CO N C . ST A I R S 4'-1 3/4"6'-0"9'-1 3/4"2"4" 6' - 3 1 / 2 " 16 ' - 8 " 1'- 0 " 6'- 0 " 1'-6"22'-6"1'-6" 1'-1 3/4" 3'-0" 37 ' - 1 1 / 2 " 10 ' - 6 " 5' - 6 " 2 1/2" OUTSIDE FACE OF STEM WALL TO OUTSIDE FACE OF STUD WALL CONCRETE PATIO FF = 384' (0'-0" RELATIVE) FF = 381' (-3'-0" RELATIVE) RECESSED SHOWER FLOOR POST PER PLAN 1 A501 TYP1 A501 TYP 2 A501 2 A501 2 A501 3 A501 3 A501 3 A501 3 A501 4 A501 6 A501 6 A501 6 A501 6 A501 7 A501 1 A501 TYP 7 A501 7 A501 9 A501 ST E P P E D F O U N D A T I O N 5'- 1 0 " STEPS 5' - 1 1 1 / 2 " 6'-2 3/8"4'-0"11'-11 1/4" 2' - 3 3 / 4 " 12'-0 5/8" 5' - 9 3 / 4 " 5' - 0 5 / 8 " 9' - 2 " CONTRACTOR TO VERIFY ALL PLUMBING FIXTURE LOCATIONS PER CLIENTS' CHOSEN SPECIFICAITONS 6 3 / 4 " 1' - 4 " 1' - 1 1 / 4 " 1' - 4 " 1'-4" 6 3 / 4 " 2'- 5 1 / 4 " 1' - 4 " 1'-4" FOUNDATION STEPPED 3' - 0 " 1'- 2 1 / 2 " 1' - 4 " 1'-4" 1'- 4 " 1'-4" 1'- 4 " 1'-4" 1' - 4 " Structural Notes HOLD DOWN WITH SIMPSON REFERENCE NUMBERINTO 2 STUDS TO FOUNDATION U.N.O. •ANCHOR BOLTS TO BE 1/2"Ø x 10" LONG. WITH A 3" SQR x 1/4" THICK STEEL PLATE WASHER @ 48" O.C. U.N.O. (2) MINIMUM PER WALL. •ALL HOLDOWNS IN (2) STUDS TO FOUNDATION UNLESS NOTED OTHERWISE. X Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 0 : 2 9 A M A103 FOUNDATION PLAN KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 0'1'2'4'8' 1/4" = 1'-0"A103 1 FOUNDATION PLAN Rev #Description Date P R O F E S SIONA L E N G I N EER XX-XX-X G ERESIT ER D 06 / 22 / 23 1235 EAST 4TH AVE. SUITE 101 OLYMPIA, WA, 98506 (360) 754-9339 STRUCTURAL • FOUNDATION • MARINE MC SQUARE I N C O R P O R A T 06-22-2023 1 A301 1 A302 CO N T . G U T T E R T Y P . TYPICAL ROOFCOMPOSITION SHINGLEROOF SHEATHING PER ENGINEERGABLE TRUSS PER MAN.DENSE PACK INSULATION: MIN R49AIR BARRIERGWB MA N U F A C T U R E D TR U S S E S @ 2 4 " O . C . ROOF SHEATHING:1/2" PLYWOOD OR 7/16" OSB SPAN RATED 24/16 OR BETTER. NAIL W/ 8D COMMONS @ 6" O.C. EDGES & 12" O.C. IN FIELD. SHEATHING SHALL LAY PERPENDICULAR TO FRAMING DOWNSPOUTS PER PLAN/ELEVS 6" / 1 ' - 0 " 9" / 1'-0"9" / 1'-0" TYPICAL ROOFCOMPOSITION SHINGLESHEATHING PER ENGINEERPARALLEL CHORD GABLE TRUSS PER MANUF.DENSE PACK INSULATION: MIN R49GWB TYPICAL ROOFCOMPOSITION SHINGLEROOF SHEATHING PER ENGINEERGABLE TRUSS PER MAN.BLOWN IN INSULATION: MIN R49AIR BARRIERGWB CO N T . G U T T E R T Y P . CO N T . G U T T E R T Y P . CO N T . G U T T E R T Y P . MANUFACT U R E D TRUSSES @ 2 4 " O . C . GARAGE ROOF 8" DASHED LINE INDICATES OUTSIDE OF FRAMED WALL BELOW, TYP. DASHED LINE INDICATES OUTLINE OF 2ND FLOOR FRAMED WALL BELOW 4 A303 2 A301 2 A302 1 A303 O.H. 2'-0" 6' - 5 " 9" / 1 ' - 0 " 9" / 1 ' - 0 " 9" / 1 ' - 0 " 9" / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 5/8" / 1'-0" ROOF SHEATHING:1/2" PLYWOOD OR 7/16" OSB SPAN RATED 24/16 OR BETTER. NAIL W/ 8D COMMONS @ 6" O.C. EDGES & 12" O.C. IN FIELD. SHEATHING SHALL LAY PERPENDICULAR TO FRAMING ENTRY ROOFSTANDING SEAM METAL ROOFING1/2" ROOF SHEATHING2X FRAMING PER ENGINEERT&G SOFFIT DECK ROOFMEMBRANE ROOFINGROOF SHEATHING PER ENGINEER14" TJI PER ENGINEER W/SPRAY FOAM INSULATION IN CAVITY 9" / 1'-0"9" / 1'-0" O.H. 2'-0" O. H . 1' - 0 " O.H. 1'-7" O.H. 1'-7" O. H . 10 " O. H . 1' - 0 " O.H. 1'-7" O.H. 1'-7" O. H . 2' - 0 " O. H . 2' - 0 " RIDGE RI D G E RI D G E RI D G E 1'-7" O. H . 2' - 0 " BEAM BELOW,T&G SOFFIT @ COVERED PATIO SKYLIGHT BETWEEN TRUSSES 2' - 0 " O. H . 2' - 0 " O. H . 2' - 0 " 1'-7" 15'-7 1/2" +/- 2 A502 2 A502 2 A502 2 A502 3 A502 3 A502 13 A502 12 A502 VA L L E Y VALLEY VALLEY VA L L E Y VA L L E Y SOFFITS:T&G WOOD, TYP. SOFFITS: T&G WOOD, TYP. 14 A502 1.2.3.4.5. 6. 7. UNVENTED ROOFS TYP. SEE A504 FOR ROOF ASSEMBLIESSEE STRUCTURAL SHEETS FOR ROOF FRAMING ALL ROOF COVERINGS SHALL BE CLASS AROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING.ROOF GUTTERS SHALL BE PROVIDED WITH MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER ROOF DIAPHRAGM: ½" PLYWOOD OR 7/16" OSB, SPAN RATED 24/16 OR BETTER, NAIL WITH 8D COMMON NAILS AT 6" ON CENTER EDGES AND 12" ON CENTER FIELD. SHEATHING SHALL LAY PERPENDICULAR TO FRAMING.ALL WALL AND CEILING GWB TO BE 1/2" TYP., ONLY 5/8" TYPE X GWB IN GARAGE (WALLS AND CEILING) ROOF SHEATHING RAFTER FASCIA DRIP EDGE EAVE STRIP VENTING T&G CEDAR, STAINED FASCIA BEYOND ROOFING PER PLAN ROOF TRUSSES PER MANUF Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 0 : 3 5 A M A104 ROOF PLAN KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1/4" = 1'-0"A104 1 ROOF PLAN 0'1'2'4'8' ROOF PLAN NOTES 1/2" = 1'-0"A104 3 SOFFIT DETAIL Rev #Description Date 06-22-2023 1 A301 1 A302 A 8' - 5" A 8' - 5" A 8' - 0"A 8' - 0" A 8' - 0" A 8' - 5" A 8' - 5" B 8' - 0" B 8' - 0" B 8' - 0" OPEN ABOVE OPEN ABOVE OPEN ABOVE A 9' - 1" PRIMARYBEDROOM BATH 1 HALL POWDER COATS OFFICE LAUNDRY ENTRY DINING LIVING ROOM W.I.C. MECH/STORAGE PANTRY KITCHEN 3'-8" 4 A720 4 A303 2 A301 2 A302 B 8' - 0" A 8' - 0" 1 A303 SC T SC SOFFIT B 8' - 0" A 9' - 0" WC STORAGE STAIRS GARAGE 220V EV CHARGING SC IN STOR. ROOM AT LANDING AND STAIR RISERS A VARIES A VARIES B 9' - 3" T ATTIC HATCH OPENING B VARIES B VARIES FC U - 1 5" / 1'-0"5" / 1'-0" 5" / 1'-0"5" / 1'-0" IN S O F F I T UNDER SOFFIT FC U - 3 A 8' - 7" 1. 2.3. 4.5. 6. 7. 8. 9.10.11.12. ELECTRICAL INFORMATION FOR DESIGN PURPOSES ONLY. ALL MECHANICAL AND ELECTRICAL WORK SHALL BE INSTALLED PER CURRENT CODE AND LOCAL JURISDICITIONAL REQUIREMENTS. NO TRIM SHALL BE CUT TO ACCOMODATE SWITCH PLATES.SEE MECHANICAL PLANS FOR VENTING & EXHAUSTSCONTRACTOR SHALL PROVIDE SUBMITTAL CUT SHEETS TO ARCHITECT FOR REVIEW ON ALL LIGHTING PRODUCTS TO BE INSTALLED PRIOR TO ORDERING.CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL FIXTURES.ALL SURFACE MOUNT FIXTURES SHALL BE INSTALLED FLUSH TO FINISH SURFACE. CONTRACTOR TO COORDINATE JUNCTION BOX LOCATIONS PRIOR TO COVER.ALL CEILING MOUNTED FIXTURES SHALL BE CENTERED IN SPACE UNLESS NOTED OTHERWISE (U.N.O).FIXTURE LOCATIONS ARE SHOWN FOR REFERENCE, SEE ELECTRICAL DRAWINGS & INTERIOR AND EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS, LOCATIONS OF ALL WALL MOUNTED FIXTURES, AND FOR ADDITIONAL INFORMATION.ALL LIGHT FIXTURE PENETRATIONS THROUGH RATED HORIZONTAL ASSEMBLIES SHALL BE PROTECTED IN ACCORDANCE WITH IBC 714.4.2.ALL WALL MOUNTED LIGHTING FIXTURES TO BE CENTERED OVER SINK OR ON WALL U.N.O.ALTERNATE: LED LIGHTING UNDER KITCHEN UPPER CABINETS ALL SMOKE ALARMS SHALL BE INTERCONNECTED, HARDWIRED WITH BATTERY BACK-UP ALL CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED, HARDWIRED WITH BATTERY BACK-UP, SHALL COMPLY WITH UL2034 & UL2075, AND SHALL BE INSTALLED OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF A DWELLING UNIT PER RESIDENTIAL CODE R315.3 A 8'-0" CEILING TYPE CEILING HEIGHT NO.MATERIAL PRODUCT INFORMATION A GYPSUM WALL BOARD 1/2" GWB, PAINT B 2X4 FRAMED CEILING W/ T&G T&G WOOD, FINISH TBD SC COMBINATION SMOKE & CARBON MONOXIDE DETECTOR EXHAUST FAN; 50 CFM BATHROOM, 100 CFM KITCHEN WALL MOUNTED LIGHT FIXTURE T PROGRAMMABLE THERMOSTAT PER WSEC; SEE MECHANICAL PLANS FOR ADDITIONAL INFORMATION; VERIFY LOCATION RECESSED CAN SURFACE MOUNTED LIGHT FIXTURE PENDANT LIGHT FIXTURE SEE ELECTRICAL PLAN FOR ADDITIONAL INFORMATION AND FIXTURE SCHEDULES EXTERIOR WALL MOUNTED LIGHT DIRECTIONAL LIGHT FIXTURE RECEPTACLE STRIP UP-LIGHTING STAIR LIGHTING UNDER-CABINET LIGHTING Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 0 : 3 8 A M A105 MAIN FLOOR RCP KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1/4" = 1'-0"A105 1 MAIN FLOOR RCP 0'1'2'4'8' RCP GENERAL NOTES RCP CEILING TYPES RCP SYMBOLS Rev #Description Date 06-22-2023 1. 2.3. 4.5. 6. 7. 8. 9.10.11.12. ELECTRICAL INFORMATION FOR DESIGN PURPOSES ONLY. ALL MECHANICAL AND ELECTRICAL WORK SHALL BE INSTALLED PER CURRENT CODE AND LOCAL JURISDICITIONAL REQUIREMENTS. NO TRIM SHALL BE CUT TO ACCOMODATE SWITCH PLATES.SEE MECHANICAL PLANS FOR VENTING & EXHAUSTSCONTRACTOR SHALL PROVIDE SUBMITTAL CUT SHEETS TO ARCHITECT FOR REVIEW ON ALL LIGHTING PRODUCTS TO BE INSTALLED PRIOR TO ORDERING.CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL FIXTURES.ALL SURFACE MOUNT FIXTURES SHALL BE INSTALLED FLUSH TO FINISH SURFACE. CONTRACTOR TO COORDINATE JUNCTION BOX LOCATIONS PRIOR TO COVER.ALL CEILING MOUNTED FIXTURES SHALL BE CENTERED IN SPACE UNLESS NOTED OTHERWISE (U.N.O).FIXTURE LOCATIONS ARE SHOWN FOR REFERENCE, SEE ELECTRICAL DRAWINGS & INTERIOR AND EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS, LOCATIONS OF ALL WALL MOUNTED FIXTURES, AND FOR ADDITIONAL INFORMATION.ALL LIGHT FIXTURE PENETRATIONS THROUGH RATED HORIZONTAL ASSEMBLIES SHALL BE PROTECTED IN ACCORDANCE WITH IBC 714.4.2.ALL WALL MOUNTED LIGHTING FIXTURES TO BE CENTERED OVER SINK OR ON WALL U.N.O.ALTERNATE: LED LIGHTING UNDER KITCHEN UPPER CABINETS ALL SMOKE ALARMS SHALL BE INTERCONNECTED, HARDWIRED WITH BATTERY BACK-UP ALL CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED, HARDWIRED WITH BATTERY BACK-UP, SHALL COMPLY WITH UL2034 & UL2075, AND SHALL BE INSTALLED OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF A DWELLING UNIT PER RESIDENTIAL CODE R315.3 A 8'-0" CEILING TYPE CEILING HEIGHT NO.MATERIAL PRODUCT INFORMATION A GYPSUM WALL BOARD 1/2" GWB, PAINT B 2X4 FRAMED CEILING W/ T&G T&G WOOD, FINISH TBD SC COMBINATION SMOKE & CARBON MONOXIDE DETECTOR EXHAUST FAN; 50 CFM BATHROOM, 100 CFM KITCHEN WALL MOUNTED LIGHT FIXTURE T PROGRAMMABLE THERMOSTAT PER WSEC; SEE MECHANICAL PLANS FOR ADDITIONAL INFORMATION; VERIFY LOCATION RECESSED CAN SURFACE MOUNTED LIGHT FIXTURE PENDANT LIGHT FIXTURE SEE ELECTRICAL PLAN FOR ADDITIONAL INFORMATION AND FIXTURE SCHEDULES EXTERIOR WALL MOUNTED LIGHT DIRECTIONAL LIGHT FIXTURE RECEPTACLE STRIP UP-LIGHTING STAIR LIGHTING UNDER-CABINET LIGHTING 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " OFFICE/BEDROOM 3 BATH 2 BEDROOM 2 HALLWAYSC SC LOFT STORAGE A 8' - 0" SKY-LIGHT 6" / 1 ' - 0 " 9" / 1'-0"9" / 1'-0" CL O S E T 2 SC 6" / 1 ' - 0 " A VARIES A VARIES A VARIES A VARIES A VARIES A VARIES A 8' - 5" B VARIES 8' - 3 3 / 4 " 8' - 3 3 / 4 " 6" / 1 ' - 0 " 4" / 1 ' - 0 " 6" / 1 ' - 0 " Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 0 : 4 1 A M A106 SECOND FLOOR RCP KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 0'1'2'4'8' RCP GENERAL NOTES RCP CEILING TYPES RCP SYMBOLS 1/4" = 1'-0"A106 1 2ND FLOOR RCP Rev #Description Date 06-22-2023 UP 1 A301 1 A302 4 A720 4 A303 2 A301 36 ' - 8 1 / 2 " 68'-0" 13'-11"11'-7"14'-11"9'-7"18'-0" 68'-0" 4'-6"25'-6"3'-4"7'-2"7'-9 1/2"1'-8 1/2"18'-0" 20'-0" 4'-1 3/4"6'-0"9'-10 1/4" 53 ' - 1 1 / 2 " 15 ' - 5 1 / 2 " 11 ' - 1 1 1 / 2 " 25 ' - 8 1 / 2 " 25 ' - 8 1 / 2 " 7'-0 1/2"4'-0"1'-11"11 1/2"5'-4"3'-2"2'-7 1/2"5'-7 3/4"2'-7 3/4" 10 ' - 6 " 5' - 0 " 4' - 6 " 3'- 9 1 / 2 " 7'- 5 " 7'-2"4'-2 1/4"3'-7 1/4"1'-10 1/2"3'-8"14'-2" 4'- 9 " 10 ' - 3 " DASHED LINE INDICATES OUTLINE OF DROP CEILING 5' - 6 " 10 ' - 6 " 4' - 6 " 5-1/2" x 7-1/2" GLB 3-1/2" X 11-7/8" GLB #2 D.F. 4x6 #2 D.F. 4X6 W/ (2) KINGS EACH SIDE #2 D . F . 4 X 8 #2 D.F. 4X6 OR BETTER 2 A302 1 A303 5 2 3 2 5 4 3 2 2 1 1 SIMPSON HDQ8 IN 4X STUD TO FND SIMPSON HDU2 IN (2) STUDS TO FND SIMPSON HDQ8 IN 4X STUD TO FND SIMPSON HDU4 IN TRIMMERS/ POST SIMPSON HDU2 IN (2) STUDS TO FND 11-78" TJ I 1 1 0 ' s @ 1 6 " O.C., ATT A C H T O B E A M S WHERE N E E D E D W I T H SIMPSON I U S 1 . 8 1 / 1 1 . 8 8 3/4" PLYWOOD SHEATHING SPAN RATED 48/24 OR BETTER, NAILED W/ 10d's @ 6" O.C. @ EDGES & 12" O.C. @ FIELD SHEATHING TO LAY PERPENDICULAR TO FRAMING 5-1/2" x 7-1/2" GLB 5-1/2" x 10-1/2" GLB5-1/2" x 7-1/2" GLB 5- 1 / 2 " x 1 1 - 7 / 8 " G L B 5-1/2" x 15" GLB SIMPSON HGUS5.50/10 3-1/2" X 11-78" GLB 5- 1 / 2 " X 1 5 G L B SIMPSON HUS412 3-1/2" X 11-7/8" GLB CO N T I N U O U S 3 - 1 / 2 " X 9 G L B #2 D . F . 4 X 8 SIMPSON HUC48DB L J O I S T SIMPSON IUS1.81/11.88 1-3/4" x 11-7/8 LSL 3-1/2" x 7-1/2" GLB 3-1/2 x 9 GLB #2 D.F. 2X 6 R A F T E R S @ 2 4 " O.C., ATTA C H W / S I M P S O N LUS26 OR E Q U A L #2 D . F . 4 X 8 #2 D.F. 4X6 OR BETTER A5037 SIMPSON HDU4 IN (2) STUDS TO FND (2) TRIMMERS AND (4) KING STUDS (2) #2 D.F. 4X6 (3) TRIMMERS AND (4) KING STUDS #2 H.F. PT 4X6 W/ SIMPSON LCE OR EQUAL POST CAP #2 D.F. 2X6 LEDGER. ATTACH W/ (2) 1/4" X 3-1/2" SIMPSON SDS SCREWS @ 16" O.C. INTO WALL STUDS #2 D.F. 4X6 W/ SIMPSON LCE POST CAP #2 D.F. 4X6 W/ SIMPSON LCE POST CAP #2 D.F. 4X6 W/ SIMPSON LCE POST CAP TO GLB SIMPSON HDU2 INTO TRIMMER/ POST(3) #2 D.F. 2X6's OR#1 D.F. 6X6 TRIMMER 14" TJI 110 DECK JOIS T S @ 1 6 " O . C . SIMPSON HDU2 INTO TRIMMER/ POST (3) #2 D.F. 2X6's OR #1 D.F. 6X6 TRIMMER 14 " T J I 1 1 0 D E C K JO I S T S @ 1 6 " O.C . , W / S I M P S I N LS S R O R E Q U A L SIMPSON MST37 STRAP INTO TOP PLATES AND BEAM SIMPSON HDQ8 IN 4X STUD TO FND SIMPSON MST48 HORIZONTAL BEAM TIE SIMPSON MST48 HORIZONTAL BEAM TIE SIMPSON MST48 HORIZONTAL BEAM TIE SIMPSON MST48 HORIZONTAL BEAM TIE SIMPSON MST27 HORIZONTAL BEAM TIE SIMPSON MST27 HORIZONTAL BEAM TIE 11 A502 SIMPSON ITS 1.81/11.88 HANGER WHERE WALL BELOW DECK (2) KING STUDS EA SIDE SIMPSON IUS 1.81/11.88 AT BEAM 8 A502 8 A502 5 A502 6 A502 A502 9 #2 D . F . 4 X 8 10 A502 SIMPSON HDU4 IN (2) STUDS TO FND A502 9 A5029 A502 9 A5029 A502 9 #2 D . F . 4 X 8 #2 D.F. 4X6 POST 14 A502 HUC410s #2 D.F. 4X10 BETWEEN TRUSSES. SEE DETAIL HUC410 HDQ8 attaches to foundation with 7/8" diameter anchor bolt with 18" minimum embedment into 8" concrete stem wall for cast in place construction. SSTB 28 can be used as an alternative to anchor bolt. HDQ8 attaches to 4X studs minimum with (20) Simpson SDS1/4X3 screws. (Cap = 7630) HDU2 attaches to foundation with a 5/8" diameter anchor bolt with 14" minimum embedment for cast in place construction. Use 5/8" diameter threaded rod in cleaned 3/4" diameter hole 7" deep and epoxy with Simpson SET-3G if installed after concrete has been cast. HDU2 attaches to double studs with (6) Simpson SDS1/4X3 screws. (Cap = 3075) HDU4 attaches to foundation with a 5/8" diameter anchor bolt with 14" minimum embedment for cast in place construction. Use 5/8" diameter threaded rod in cleaned 3/4" diameter hole 9" deep and epoxy with Simpson SET-3G if installed after concrete has been cast. HDU4 attaches to double studs with (10) Simpson SDS1/4X3 screws. (Cap = 4565) HDQ8 HDU2 HDU4 HOLD DOWN WITH SIMPSON REFERENCE NUMBERINTO 2 STUDS TO FOUNDATION U.N.O. TYPICAL SHEAR WALL CALLOUTSEE SHEARWALL ELEVATION FOR MORE INFORMATIONSEE SHEARWALL SCHEDULE FOR NAILING • • • • • • • ALL DIMENSINOS TO FACE OF STUD OR ROUGH OPENING AS SHOWN. ALL HEADERS TO BE (2) #2 DF 2x6 W/ (1) TRIMMER & (1) KING STUDS U.N.O. ALL EXTERIOR BEARING WALLS TO BE #2 D.F. 2x6's @ 16" O.C. U.N.O. ALL HOLDOWNS IN (2) STUDS TO FOUNDATION U.N.O USE 1/2" DIA. BY 10" ANCHOR BOLTS (AB'S) WITH SINGLE PLATES OR 1/2" DIA. BY 12" AB’S WITH 3X OR DOUBLE PLATES SPACED AS SHOWN ON THE DRAWINGS. AB'S SHALL HAVE 7" OF EMBEDMENT INTO FOOTING, SHALL BE CENTERED IN THE STUD WALL, AND SHALL PROJECT THROUGH THE BOTTOM PLATE OF THE WALL. ALL ANCHOR BOLTS SHALL BE PLACED WITHIN 12" FROM CORNERS, AND 12" FROM THE ENDS OF BOTH PLATES AT SPLICES. ALL ANCHOR BOLTS SHALL HAVE A 3" SQUARE, 1/4" THICK PLATE WASHERS BETWEEN THE TOP OF THE SILL PLATE AND THE NUT. (IF USING SIMPSON TITEN HD AS SUBSTITUTES FOR ANCHOR BOLTS, EMBED A MINIMUM OF 3-1/2" INTO CONCRETE.) FLOOR DIAPHRAGM: 3/4" TONGUE AND GROOVE PLYWOOD OR OSB SHEATHING SPAN RATED 48/24 OR BETTER. GLUE AND NAIL WITH 10D COMMONS AT 6" ON CENTER EDGES, AND 12" ON CENTER FIELD. SHEATHING SHALL LAY PERPENDICULAR TO FRAMING. JOST/RAFTER LAYOUT & JUSTIFICATION SHOWN FOR CLARITY. CONTRACTOR TO VERIFY LAYOUT x X SHEATHING NAILED WITH 8D'S AT 6" ON CENTER ALL EDGES.(CAPACITY= 260 PLF ) SHEATHING NAILED WITH 8D'S AT 4" ON CENTER ALL EDGES WITH 3X OR 4X STUDS AT ADJOINING PANEL EDGES. (CAPACITY= 380 PLF ) SHEATHING NAILED WITH 8D'S AT 3" ON CENTER ALL EDGES WITH 3X OR 4X STUDS AT ADJOINING PANEL EDGES. (CAPACITY= 490 PLF ) SHEATHING NAILED WITH 8D'S AT 2" ON CENTER ALL EDGES WITH 3X OR 4X STUDS AT ADJOINING PANEL EDGES. (CAPACITY= 640 PLF ) SHEATHING NAILED WITH 10D'S AT 2" ON CENTER ALL EDGES WITH 3X OR 4X STUDS AT ADJOINING PANEL EDGES. (CAPACITY= 770 PLF ) 1 2 3 4 5 2x4 STUD WALL - 2x6 STUD WALL - -SIDING & RAIN SCREEN -2" RIGID INSULATION ALL WALL SHEATHING SHALL BE 1/2" CDX PLYWOOD, 5/8" T1-11 SIDING, OR 7/16" OSB WITH EXTERIOR EXPOSURE GLUE AND SPAN RATED "SR 24/0" OR BETTER. ALL FREE SHEATHING EDGES SHALL BE BLOCKED WITH 2X4 OR 2X6 FLAT BLOCKING EXCEPT WHERE NOTED ON THE DRAWINGS OR BELOW. ALL NAILS SHALL BE 8D OR 10D COMMON (8D COMMON NAILS MUST BE 0.131 INCH DIAMETER, SENCO KC27 NAILS ARE EQUIVALENT. IF 10D COMMON NAILS ARE CALLED FOR THE DIAMETER MUST BE 0.148 INCHES, SENCO MD23 NAILS ARE EQUIVALENT WHEN USED WITH ½” PLYWOOD). NAIL SIZE AND SPACING AT ALL SHEATHING EDGES SHALL BE AS REQUIRED BELOW OR AS IN THE DRAWINGS. NAIL SPACINGS SHALL BE 12" O.C. FOR ALL FIELD NAILING EXCEPT AS NOTED. HOLD DOWNS ARE SIMPSON "STRONG TIE" AND SHALL BE INSTALLED PER THE MANUFACTURE'S RECOMMENDATION. EQUIVALENT HOLDOWNS BY UNITED STEEL PRODUCTS COMPANY "KANT-SAG" THAT HAVE ICC APPROVAL CAN BE SUBSTITUTED IN PLACE OF SIMPSON HOLDOWNS. THE NAILING OF THE SOLE PLATE TO THE FLOOR SHALL BE 16D COMMON NAILS TO MATCH THE SPACING OF THE SHEAR WALL EDGE NAILING. WALL FRAMING SHALL BE #2 DOUG-FIR OR BETTER. 3X, 4X, OR 6X STUDS CAN BE MADE FROM MULTIPLE 2X STUDS GLUED AND NAILED TOGETHER WITH (2) ROWS OF 10D’S AT 8" ON CENTER EACH ROW. 3X SILL PLATES CAN BE A COMBINATION OF (1) PRESSURE TREATED 2X SILL DIRECTLY IN CONTACT WITH CONCRETE AND ANOTHER NON-TREATED 2X SILL PLATE NAILED TO THE LOWER PLATE WITH (2) ROWS OF 10D COMMON NAILS AT 6" ON CENTER EACH ROW. ALL FASTENERS IN PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. ANCHOR BOLTS ARE NOT REQUIRED TO BE OF STAINLESS STEEL OR GALVANIZED. Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 0 : 4 3 A M A107 MAIN FLOOR FRAMING PLAN KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1/4" = 1'-0"A107 1 FRAMING FLOOR PLAN - MAIN FLOOR 0'1'2'4'8' HOLDOWN SCHEDULE STRUCTURAL NOTES SHEARWALL SCHEDULE WALL LEGEND SHEARWALL NOTES Rev #Description Date P R O F E SSIONA L E N G I N EER XX-XX-X G ERESIT ER D 06 / 22 / 23 1235 EAST 4TH AVE. SUITE 101 OLYMPIA, WA, 98506 (360) 754-9339 STRUCTURAL • FOUNDATION • MARINE MC SQUARE I N C O R P O R A T 06-22-2023 DN 1 A301 1 A302 2 A301 11'-5 1/2"32'-9 1/2"10'-3" 44'-3" 4'-11 1/2"6'-6"9'-6"2'-3 1/2"12'-9"8'-3"10'-3" 54'-6" 5' - 1 1 / 2 " 4'- 5 3 / 4 " 4' - 3 1 / 4 " 2' - 9 " #2 D.F. 4x8#2 D.F. 4x6 #2 D.F. 4x8 #2 D . F . 4 x 6 W / ( 2 ) KI N G S E A C H S I D E 2 A3021 A303 11" 11" SIMPSON MSTC48B3 STRAP IN (2) STUDS TO BEAM BELOW SIMPSON MST48 STRAP IN (2) STUDS TO WALL BELOW SIMPSON MST48B3 STRAP IN (2) STUDS TO WALL BELOW SIMPSON HDU2 OR MST37 STRAP IN (2) STUDS TO WALL BELOW 2 2 1 1 #2 D.F. 4x8 #2 D.F. 4x8 #2 D.F. 4X8 W/ (2) KINGS EACH SIDE MANUFA C T U R E D TRUSSE S @ 2 4 " O . C . 1/2" PLY OR 7/16" OSB SHEATHING SPAN RATED 24/16 OR BETTER, NAILED W/ 8d's @ 6" O.C. @ EDGES & 12" O.C. @ FIELD SHEATHING TO LAY PERPENDICULAR TO FRAMING 8 A503 OUTSIDE OF STUD WALL BELOW, TYP. 16 ' - 8 " 7 A502 7 A502 HDQ8 attaches to foundation with 7/8" diameter anchor bolt with 18" minimum embedment into 8" concrete stem wall for cast in place construction. SSTB 28 can be used as an alternative to anchor bolt. HDQ8 attaches to 4X studs minimum with (20) Simpson SDS1/4X3 screws. (Cap = 7630) HDU2 attaches to foundation with a 5/8" diameter anchor bolt with 14" minimum embedment for cast in place construction. Use 5/8" diameter threaded rod in cleaned 3/4" diameter hole 7" deep and epoxy with Simpson SET-3G if installed after concrete has been cast. HDU2 attaches to double studs with (6) Simpson SDS1/4X3 screws. (Cap = 3075) HDU4 attaches to foundation with a 5/8" diameter anchor bolt with 14" minimum embedment for cast in place construction. Use 5/8" diameter threaded rod in cleaned 3/4" diameter hole 9" deep and epoxy with Simpson SET-3G if installed after concrete has been cast. HDU4 attaches to double studs with (10) Simpson SDS1/4X3 screws. (Cap = 4565) HDQ8 HDU2 HDU4 HOLD DOWN WITH SIMPSON REFERENCE NUMBERINTO 2 STUDS TO FOUNDATION U.N.O. TYPICAL SHEAR WALL CALLOUTSEE SHEARWALL ELEVATION FOR MORE INFORMATIONSEE SHEARWALL SCHEDULE FOR NAILING • • • • • • • ALL DIMENSINOS TO FACE OF STUD OR ROUGH OPENING AS SHOWN. ALL HEADERS TO BE (2) #2 DF 2x6 W/ (1) TRIMMER & (1) KING STUDS U.N.O. ALL EXTERIOR BEARING WALLS TO BE #2 D.F. 2x6's @ 16" O.C. U.N.O. ALL HOLDOWNS IN (2) STUDS TO FOUNDATION U.N.O USE 1/2" DIA. BY 10" ANCHOR BOLTS (AB'S) WITH SINGLE PLATES OR 1/2" DIA. BY 12" AB’S WITH 3X OR DOUBLE PLATES SPACED AS SHOWN ON THE DRAWINGS. AB'S SHALL HAVE 7" OF EMBEDMENT INTO FOOTING, SHALL BE CENTERED IN THE STUD WALL, AND SHALL PROJECT THROUGH THE BOTTOM PLATE OF THE WALL. ALL ANCHOR BOLTS SHALL BE PLACED WITHIN 12" FROM CORNERS, AND 12" FROM THE ENDS OF BOTH PLATES AT SPLICES. ALL ANCHOR BOLTS SHALL HAVE A 3" SQUARE, 1/4" THICK PLATE WASHERS BETWEEN THE TOP OF THE SILL PLATE AND THE NUT. (IF USING SIMPSON TITEN HD AS SUBSTITUTES FOR ANCHOR BOLTS, EMBED A MINIMUM OF 3-1/2" INTO CONCRETE.) FLOOR DIAPHRAGM: 3/4" TONGUE AND GROOVE PLYWOOD OR OSB SHEATHING SPAN RATED 48/24 OR BETTER. GLUE AND NAIL WITH 10D COMMONS AT 6" ON CENTER EDGES, AND 12" ON CENTER FIELD. SHEATHING SHALL LAY PERPENDICULAR TO FRAMING. JOST/RAFTER LAYOUT & JUSTIFICATION SHOWN FOR CLARITY. CONTRACTOR TO VERIFY LAYOUT x X SHEATHING NAILED WITH 8D'S AT 6" ON CENTER ALL EDGES.(CAPACITY= 260 PLF ) SHEATHING NAILED WITH 8D'S AT 4" ON CENTER ALL EDGES WITH 3X OR 4X STUDS AT ADJOINING PANEL EDGES. (CAPACITY= 380 PLF ) SHEATHING NAILED WITH 8D'S AT 3" ON CENTER ALL EDGES WITH 3X OR 4X STUDS AT ADJOINING PANEL EDGES. (CAPACITY= 490 PLF ) SHEATHING NAILED WITH 8D'S AT 2" ON CENTER ALL EDGES WITH 3X OR 4X STUDS AT ADJOINING PANEL EDGES. (CAPACITY= 640 PLF ) SHEATHING NAILED WITH 10D'S AT 2" ON CENTER ALL EDGES WITH 3X OR 4X STUDS AT ADJOINING PANEL EDGES. (CAPACITY= 770 PLF ) 1 2 3 4 5 2x4 STUD WALL - 2x6 STUD WALL - -SIDING & RAIN SCREEN -2" RIGID INSULATION ALL WALL SHEATHING SHALL BE 1/2" CDX PLYWOOD, 5/8" T1-11 SIDING, OR 7/16" OSB WITH EXTERIOR EXPOSURE GLUE AND SPAN RATED "SR 24/0" OR BETTER. ALL FREE SHEATHING EDGES SHALL BE BLOCKED WITH 2X4 OR 2X6 FLAT BLOCKING EXCEPT WHERE NOTED ON THE DRAWINGS OR BELOW. ALL NAILS SHALL BE 8D OR 10D COMMON (8D COMMON NAILS MUST BE 0.131 INCH DIAMETER, SENCO KC27 NAILS ARE EQUIVALENT. IF 10D COMMON NAILS ARE CALLED FOR THE DIAMETER MUST BE 0.148 INCHES, SENCO MD23 NAILS ARE EQUIVALENT WHEN USED WITH ½” PLYWOOD). NAIL SIZE AND SPACING AT ALL SHEATHING EDGES SHALL BE AS REQUIRED BELOW OR AS IN THE DRAWINGS. NAIL SPACINGS SHALL BE 12" O.C. FOR ALL FIELD NAILING EXCEPT AS NOTED. HOLD DOWNS ARE SIMPSON "STRONG TIE" AND SHALL BE INSTALLED PER THE MANUFACTURE'S RECOMMENDATION. EQUIVALENT HOLDOWNS BY UNITED STEEL PRODUCTS COMPANY "KANT-SAG" THAT HAVE ICC APPROVAL CAN BE SUBSTITUTED IN PLACE OF SIMPSON HOLDOWNS. THE NAILING OF THE SOLE PLATE TO THE FLOOR SHALL BE 16D COMMON NAILS TO MATCH THE SPACING OF THE SHEAR WALL EDGE NAILING. WALL FRAMING SHALL BE #2 DOUG-FIR OR BETTER. 3X, 4X, OR 6X STUDS CAN BE MADE FROM MULTIPLE 2X STUDS GLUED AND NAILED TOGETHER WITH (2) ROWS OF 10D’S AT 8" ON CENTER EACH ROW. 3X SILL PLATES CAN BE A COMBINATION OF (1) PRESSURE TREATED 2X SILL DIRECTLY IN CONTACT WITH CONCRETE AND ANOTHER NON-TREATED 2X SILL PLATE NAILED TO THE LOWER PLATE WITH (2) ROWS OF 10D COMMON NAILS AT 6" ON CENTER EACH ROW. ALL FASTENERS IN PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. ANCHOR BOLTS ARE NOT REQUIRED TO BE OF STAINLESS STEEL OR GALVANIZED. 4 A303 1 A303 4'-6"25'-6" 4'-5 1/2"16'-3 1/2"4'-9" 3 1 / 2 " 25 ' - 8 1 / 2 " M A N U F A C T U R E D T R U S S E S @ 2 4 " O . C . 7 A502 Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 0 : 4 6 A M A108 SECOND FLOOR FRAMING PLAN KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1/4" = 1'-0"A108 1 FRAMING FLOOR PLAN - 2ND FLOOR 0'1'2'4'8' HOLDOWN SCHEDULE STRUCTURAL NOTES SHEARWALL SCHEDULE WALL LEGEND SHEARWALL NOTES 1/4" = 1'-0"A108 2 FRAMING FLOOR PLAN - GARAGE LOFT 0'1'2'4'8' Rev #Description Date P R O F E SSIONA L E N G I N EER XX-XX-X G ERESIT ER D 06 / 22 / 23 1235 EAST 4TH AVE. SUITE 101 OLYMPIA, WA, 98506 (360) 754-9339 STRUCTURAL • FOUNDATION • MARINE MC SQUARE I N C O R P O R A T 06-22-2023 F.L. MAIN (384')0' - 0" 1 A302 T.O.W. MAIN8' - 8" TOP OF STRUCTURE27' - 0 5/8" F.L. 2ND FLOOR10' - 2" TOW 2ND FLOOR20' - 2" 12 12 12 10 9999206 16 9" 1'-0" 9" 1'-0" SIDING TYPE 1: (TYP)5" HARDIE PLANK COMPOSITION ROOFING (TYP) OVER VENTED TRUSS 1x10 FASCIA (TYP) SIDING TYPE 2: 8" HARDIE PLANK 36" HIGH CABLE RAILING T.O.W. GREAT ROOM13' - 0" 2 A302 1 A303 1x4 CEDAR PAINTED TRIM (TYP) 16 21 8' - 0 " 5 1 / 2 " 2' - 6 " 8' - 0 " 7' - 1 1 3 / 8 " GUTTER (TYP) DOWNSPOUT (TYP) 20 3 3 3 T&G WOOD AT EXPOSED SOFFITS F.L. MAIN (384')0' - 0" 1 A302 T.O.W. MAIN8' - 8" TOP OF STRUCTURE27' - 0 5/8" F.L. 2ND FLOOR10' - 2" TOW 2ND FLOOR20' - 2" 33 3 18418 PHOTOVOLTAIC PANELS 9" 1'-0" 9" 1'-0" 7 COMPOSITION ROOFING (TYP) CONCRETE PLANTER 1x10 FASCIA (TYP) WOOD 6x6 POSTSIDING TYPE 2: 8" HARDIE PLANK 36" CABLE RAILING 8' x 8' GARAGE DOORS ACCENT WALL: SMOOTH PANEL W/ SLATS OVERLAY, STAINED TO MATCH FRONT DOOR SMOOTH PAINTED TRIM TO SPAN BETWEEN GROUPS OF WINDOWS, TYP. T.O.W. GREAT ROOM13' - 0" T.O.W. GARAGE6' - 0 5/8" 5 5 2222 19 19 1 A303 DOWNSPOUTS (TYP) GUTTER (TYP) SIDING TYPE 1: (TYP)5" HARDIE PLANK, TYP F.L. GARAGE (381')-3' - 0" F.L. GARAGE LOFT7' - 0 1/2" STREET LEVEL (279')-5' - 0" 23 EXISTING GRADE LINE 3" 2' - 9 " 2' - 6 " 5 1 / 2 " 8' - 0 " SKYLIGHT EXTERIOR LIGHTING SIDING TYPE 1: (TYP)5" HARDIE PLANK, TYP 1x4 CEDAR PAINTED TRIM (TYP) 1x CEDAR PAINTED TRIM 5' - 1 " 5'- 1 " STAIR LANDING 6' - 0 " T&G WOOD AT EXPOSED SOFFITS 24 9" 1'-0" 9" 1'-0" E GG F.L. MAIN (384')0' - 0" 16 F.L. MAIN (384')0' - 0" 17 1.2.3. SEE FLOOR PLANS FOR ADDITIONAL NOTES. SEE ROOF PLAN FOR ROOFING BASIS OF DESIGN SEE EXTERIOR SPECIFICATIONS FOR BASIS OF DESIGN 0'1'2'4'8' 0'1'2'4'8' 1/4" = 1'-0"A201 1 NORTH ELEVATION 1/4" = 1'-0"A201 2 SOUTH ELEVATION Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 0 : 5 3 A M A201 EXTERIOR ELEVATIONS KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1/4" = 1'-0"A201 4 PATIO WINDOWS EAST 1/4" = 1'-0"A201 3 PATIO DOORS WEST ELEVATION NOTES Rev #Description Date 06-22-2023 F.L. MAIN (384')0' - 0" 1 A301 T.O.W. MAIN8' - 8" TOP OF STRUCTURE27' - 0 5/8" F.L. 2ND FLOOR10' - 2" TOW 2ND FLOOR20' - 2" 3 4 4 3 11 13 3 6" 1'-0" SIDING TYPE 1: (TYP) HORIZONTAL 5" COMPOSITION ROOFING (TYP) GUTTER (TYP) WOOD 6x6 POST 1/2" / 12" LOW SLOPE STANDING SEAM METAL ROOFINGT&G WOOD AT SOFFIT T.O.W. GREAT ROOM13' - 0" 4 A303 2 A301 9" 1'-0" 9" 1'-0" DOWNSPOUT (TYP) COMPOSITION ROOFING (TYP) COMPOSITION ROOFING (TYP) SIDING TYPE 1: (TYP)5" HARDIE PLANK, TYP SIDING TYPE 1: (TYP)5" HARDIE PLANK, TYP F.L. GARAGE (381')-3' - 0" F.L. GARAGE LOFT7' - 0 1/2" STREET LEVEL (279')-5' - 0" CONCRETE PLANTER CONCRETE WALK 2' - 6 " 5 1 / 2 " 8' - 0 " 1x10 FASCIA (TYP) 1x4 CEDAR PAINTED TRIM (TYP)T&G WOOD AT EXPOSED SOFFITS F.L. MAIN (384')0' - 0"F.L. MAIN (384')0' - 0" 1 A301 T.O.W. MAIN8' - 8" TOP OF STRUCTURE27' - 0 5/8" F.L. 2ND FLOOR10' - 2" TOW 2ND FLOOR20' - 2"3 3 8 1818 15 6" 1'-0" SIDING TYPE 1: (TYP)5" HARDIE PLANK, TYP COMPOSITION ROOFING (TYP) 1x10 FASCIA (TYP) 1/4" / 12" LOW SLOPE MEMBRANE ROOFING SIDING TYPE 2: 8" HARDIE PLANK 36" HIGH CABLE RAILING T.O.W. GREAT ROOM13' - 0" 4 A303 T.O.W. GARAGE6' - 0 5/8" 2 A301 9" 1'-0"9" 1'-0" COMPOSITION ROOFING (TYP) SIDING TYPE 1: (TYP)5" HARDIE PLANK, TYP SIDING TYPE 1: (TYP)5" HARDIE PLANK, TYP F.L. GARAGE (381')-3' - 0" F.L. GARAGE LOFT7' - 0 1/2"22 8' - 0 " 2' - 7 1 / 2 " 1 1 / 2 " 8' - 0 " EXTERIOR LIGHTING METAL GUTTERS (TYP) & DOWNSPOUTS (TYP) 1x4 CEDAR PAINTED TRIM (TYP) T&G WOOD AT EXPOSED SOFFITS, TYP.14 14 AHUs PER MECH F 1.2.3. SEE FLOOR PLANS FOR ADDITIONAL NOTES. SEE ROOF PLAN FOR ROOFING BASIS OF DESIGN SEE EXTERIOR SPECIFICATIONS FOR BASIS OF DESIGN Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 0 : 5 9 A M A202 EXTERIOR ELEVATIONS KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1/4" = 1'-0"A202 1 EAST ELEVATION 1/4" = 1'-0"A202 2 WEST ELEVATION 0'1'2'4'8' 0'1'2'4'8' ELEVATION NOTES Rev #Description Date 06-22-2023 F.L. MAIN (384')0' - 0"F.L. MAIN (384')0' - 0" 1 A302 T.O.W. MAIN8' - 8" TOP OF STRUCTURE27' - 0 5/8" F.L. 2ND FLOOR10' - 2" TOW 2ND FLOOR20' - 2" 9" 1'-0" 9" 1'-0" 8' - 0 " 1 1 / 2 " 2' - 6 " TYPICAL 2ND FLOOR 3/4" SHEATHING11 7/8 TJI JOISTS @ 16" O.C. TYPICAL FLOOR 4" CONCRETE SLAB ON GRADE FLOORSTEGO MEMBRANE (AIR BARRIER)4" RIGID FOAM (R-10 MIN PER CODE)6" COMPACTED CRUSHED ROCK SOFFIT CEILINGS2x6 FRAMING5/8" GWB TYPICAL ROOFCOMPOSITION SHINGLE1/2" SHEATHINGGABLE TRUSS HUNG FROM TOP CHORD PER MANUFACTURERDENSE PACK INSULATION: MIN R49AIR BARRIER5/8" GWBT&G WOOD AT EXPOSED SOFFITS TYPICAL EXTERIOR WALLS SIDING: SEE ELEVATIONS3/4" RAINSCREEN/ AIR LAYER2" RIGID INSULATIONWEATHER RESISTIVE BARRIERSHEATHING PER ENGINEER (AIR BARRIER)2x6's @ 16" O.C.BLOWN IN MIN R-21 DENSE PACK INSULATION1/2" GWB TYPICAL WINDOWS U-0.15 (U-0.30 MAX PER CODE)R-56 (R-21 MIN PER CODE) KITCHEN PANTRY STORAGE ENTRY COATS POWDER W.I.C.BATH 1 OFFICE/ BEDROOM 3HALLWAYBEDROOM 2T.O.W. GREAT ROOM13' - 0" 2 A302 1 A303 NON-INSULATED EXTERIOR WALL SIDING: SEE ELEVATIONS1-1/2" AIR SPACE RAINSCREEN: (2) 3/4" LAYERSWEATHER RESITIVE BARRIER2x6's @ 12" O.C. ATTIC VENT DECK ROOF*MEMBRANE ROOFING1/2" OSB SHEATHINGROOF SHEATHING PER ENGINEER14" TJI PER ENGINEER W/3" SPRAY FOAM INSULATIONFILL REMAINING CAVITY W/ DENSE PACK INSULATIONAIR BARRIER BLOCKING A501 1 F.L. GARAGE (381')-3' - 0" GARAGE FNDN-4' - 8" 8 A503 STAIRS 8' - 0 " 8' - 5 " 5" / 1'-0" 5/8" 1'-0" C L R 2" 5" / 1'- 0 " *NOTE:LOW SLOPE ROOFS MUST BE CONSTRUCTED IN DRY WEATHER F.L. MAIN (384')0' - 0"F.L. MAIN (384')0' - 0" FOUNDATION-1' - 8" 1 A302 T.O.W. MAIN8' - 8" Ground-0' - 4" F.L. 2ND FLOOR10' - 2" TOW 2ND FLOOR20' - 2" T.O.W. GREAT ROOM13' - 0" 2 A302 1 A303 TYPICAL 2ND FLOOR3/4" SHEATHING11 7/8 TJI JOISTS @ 16" O.C. TYPICAL FLOOR 4" CONCRETE SLAB ON GRADE FLOORSTEGO MEMBRANE (AIR BARRIER)4" RIGID FOAM (R-10 MIN PER CODE)6" COMPACTED CRUSHED ROCK SOFFIT CEILINGS2x6 FRAMING1/2" GWB TYPICAL ROOFCOMPOSITION SHINGLE1/2" SHEATHINGGABLE TRUSS HUNG FROM TOP CHORD PER MANUFACTURERDENSE PACK INSULATION: MIN R49AIR BARRIER5/8" GWBT&G WOOD AT EXPOSED SOFFITS TYPICAL EXTERIOR WALLSSIDING: SEE ELEVATIONS3/4" RAINSCREEN/ AIR LAYER2" RIGID INSULATIONWEATHER RESISTIVE BARRIERSHEATHING PER ENGINEER (AIR BARRIER)2x6's @ 16" O.C.BLOWN IN MIN R-21 DENSE PACK INSULATION1/2" GWB OFFICE/ BEDROOM 3 HALLWAY PRIMARYBEDROOM HALL BLOCKING DECK ROOF*MEMBRANE ROOFING1/2" OSB SHEATHINGROOF SHEATHING PER ENGINEER14" TJI PER ENGINEER W/3" SPRAY FOAM INSULATIONFILL REMAINING CAVITY W/ DENSE PACK INSULATIONAIR BARRIER BEAM PER ENGINEER LIVING ROOMDINING ROOM BEAM BEYOND CL R 2" FCU-1 5" / 1'- 0 "5" / 1'-0" 9" 1'-0" 9" 1'-0" 1'- 6 1 / 2 " *NOTE: LOW SLOPE ROOFS MUST BE CONSTRUCTED IN DRY WEATHER 1.A.B. C. D. E. STAIR/ RAILING CONSTRUCTIONWHERE APPLICABLE 5/8" GWB AT USABLE SPACE UNDER STAIRSSPACING BETWEEN RAILING TO BE SUCH THAT A 4" SPHERE CANNOT PASS THROUGH.GUARD RAILS SHALL BE 42" HIGH (36" MINIMUM PER CODE). PROVIDE WHERE OPEN SIDE IS MORE THAN 30" ABOVE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTAL TO THE EDGE OF THE OPEN SIDETHE TOP HANDRAILS AND HANDRAIL EXTENSIONS SHALL NOT BE PLACED LESS THAN 34" OR MORE THAN 38" ABOVE LANDINGS AND THE NOSING OF TREADS. AT THE STAIRS AT LEAST ONE HANDRAIL SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN. PROVIDE MINIMUM OF ONE CONTINUOUS HANDRAIL ON STAIRWAYS WITH 4 OR MORE RISERS AND AT ALL OPEN SIDES Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 1 : 0 7 A M A301 BUILDING SECTIONS KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1/4" = 1'-0"A301 1 WEST - EAST SECTION 0'1'2'4'8' 0'1'2'4'8' 1/4" = 1'-0"A301 2 EAST - WEST SECTION SECTION NOTES Rev #Description Date 06-22-2023 F.L. MAIN (384')0' - 0" 1 A301 T.O.W. MAIN8' - 8" TOP OF STRUCTURE27' - 0 5/8" Ground-0' - 4" F.L. 2ND FLOOR10' - 2" TOW 2ND FLOOR20' - 2" TYPICAL EXTERIOR WALLSSIDING: SEE ELEVATIONS3/4" RAINSCREEN/ AIR LAYER2" RIGID INSULATIONWEATHER RESISTIVE BARRIERSHEATHING PER ENGINEER (AIR BARRIER)2x6's @ 16" O.C.BLOWN IN MIN R-21 DENSE PACK INSULATION1/2" GWB TYPICAL WINDOWSU-0.15 (U-0.30 MAX PER CODE)R-56 (R-21 MIN PER CODE) TYPICAL FLOOR4" CONCRETE SLAB ON GRADE FLOORSTEGO MEMBRANE (AIR BARRIER)4" RIGID FOAM (R-10 MIN PER CODE)6" COMPACTED CRUSHED ROCK HALL T.O.W. GREAT ROOM13' - 0" 2 A301 LIVING ROOM KITCHEN TYPICAL ROOFCOMPOSITION SHINGLE1/2" SHEATHINGGABLE TRUSS HUNG FROM TOP CHORD PER MANUFACTURERDENSE PACK INSULATION: MIN R49AIR BARRIER5/8" GWBT&G WOOD AT EXPOSED SOFFITS 9" 1'-0" 9" 1'-0" F.L. MAIN (384')0' - 0"F.L. MAIN (384')0' - 0" 1 A301 T.O.W. MAIN8' - 8" TOP OF STRUCTURE27' - 0 5/8" Ground-0' - 4" F.L. 2ND FLOOR10' - 2" TOW 2ND FLOOR20' - 2"TOW 2ND FLOOR20' - 2" 2 A301 6" 1'-0" 2' - 6 " 5' - 6 " 5' - 6 " 3" 2' - 3 " 6" 10 ' - 2 " TYPICAL EXTERIOR WALLS SIDING: SEE ELEVATIONS3/4" RAINSCREEN/ AIR LAYER2" RIGID INSULATIONWEATHER RESISTIVE BARRIERSHEATHING PER ENGINEER (AIR BARRIER)2x6's @ 16" O.C.BLOWN IN MIN R-21 DENSE PACK INSULATION1/2" GWB TYPICAL ROOFCOMPOSITION SHINGLE1/2" SHEATHINGGABLE TRUSS HUNG FROM TOP CHORD PER MANUFACTURERDENSE PACK INSULATION: MIN R49AIR BARRIER5/8" GWBT&G WOOD AT EXPOSED SOFFITS TYPICAL WINDOWSU-0.15 (U-0.30 MAX PER CODE)R-56 (R-21 MIN PER CODE) TYPICAL FLOOR4" CONCRETE SLAB ON GRADE FLOORSTEGO MEMBRANE (AIR BARRIER)4" RIGID FOAM (R-10 MIN PER CODE)6" COMPACTED CRUSHED ROCK ENTRY ROOFSTANDING SEAM METAL ROOFING1/2" ROOF SHEATHING2X FRAMING PER ENGINEERT&G SOFFITDECK ROOF*MEMBRANE ROOFING1/2" OSB SHEATHINGROOF SHEATHING PER ENGINEER14" TJI PER ENGINEERT&G SOFFIT HALL HALLWAY BEDROOM 2 ENTRYA5016 A5013F.L. GARAGE (381')-3' - 0" STREET LEVEL (279')-5' - 0" 9" 1'-0" 2' - 1 3 / 4 " 1/2" 1'-0" C L R 2" 6" / 1'-0 " 1' - 4 " 4" / 1'-0 " 1.A.B. C. D. E. STAIR/ RAILING CONSTRUCTIONWHERE APPLICABLE 5/8" GWB AT USABLE SPACE UNDER STAIRSSPACING BETWEEN RAILING TO BE SUCH THAT A 4" SPHERE CANNOT PASS THROUGH.GUARD RAILS SHALL BE 42" HIGH (36" MINIMUM PER CODE). PROVIDE WHERE OPEN SIDE IS MORE THAN 30" ABOVE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTAL TO THE EDGE OF THE OPEN SIDETHE TOP HANDRAILS AND HANDRAIL EXTENSIONS SHALL NOT BE PLACED LESS THAN 34" OR MORE THAN 38" ABOVE LANDINGS AND THE NOSING OF TREADS. AT THE STAIRS AT LEAST ONE HANDRAIL SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN. PROVIDE MINIMUM OF ONE CONTINUOUS HANDRAIL ON STAIRWAYS WITH 4 OR MORE RISERS AND AT ALL OPEN SIDES Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 1 : 1 4 A M A302 BUILDING SECTIONS KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1/4" = 1'-0"A302 1 NORTH -SOUTH 3 SECTION 1/4" = 1'-0"A302 2 NORTH -SOUTH 2 SECTION 0'1'2'4'8' 0'1'2'4'8' SECTION NOTES Rev #Description Date 06-22-2023 F.L. MAIN (384')0' - 0" FOUNDATION-1' - 8" 1 A301 T.O.W. MAIN8' - 8" TOP OF STRUCTURE27' - 0 5/8" Ground-0' - 4" F.L. 2ND FLOOR10' - 2" TOW 2ND FLOOR20' - 2" 4 A303 T.O.W. GARAGE6' - 0 5/8" 2 A301 TYPICAL EXTERIOR WALLSSIDING: SEE ELEVATIONS3/4" RAINSCREEN/ AIR LAYER2" RIGID INSULATIONWEATHER RESISTIVE BARRIERSHEATHING PER ENGINEER (AIR BARRIER)2x6's @ 16" O.C.BLOWN IN MIN R-21 DENSE PACK INSULATION1/2" GWB TYPICAL ROOFCOMPOSITION SHINGLE1/2" SHEATHINGGABLE TRUSS HUNG FROM TOP CHORD PER MANUFACTURERDENSE PACK INSULATION: MIN R49AIR BARRIER5/8" GWBT&G WOOD AT EXPOSED SOFFITS TYPICAL WINDOWSU-0.15 (U-0.30 MAX PER CODE)R-56 (R-21 MIN PER CODE) TYPICAL FLOOR4" CONCRETE SLAB ON GRADE FLOORSTEGO MEMBRANE (AIR BARRIER)4" RIGID FOAM (R-10 MIN PER CODE)6" COMPACTED CRUSHED ROCK DECK ROOF* MEMBRANE ROOFING1/2" OSB SHEATHINGROOF SHEATHING PER ENGINEER14" TJI PER ENGINEER W/3" SPRAY FOAM INSULATIONFILL REMAINING CAVITY W/ DENSE PACK INSULATIONAIR BARRIER 1/4" 1'-0" 9" 1'-0" 9" 1'-0" BEAM FOR DECK OFFICE/ BEDROOM 3 BATH 1 PRIMARYBEDROOM A5017 A104 3 A50211 F.L. GARAGE (381')-3' - 0" GARAGE FNDN-4' - 8" F.L. GARAGE LOFT7' - 0 1/2" BONUS ROOM TRUSS PER TRUSS MANUFACTURER GARAGE WCA501 9 CLR2" 8' - 5 " 6" / 1 ' - 0 " 1' - 4 " 6" / 1'-0 " *NOTE: LOW SLOPE ROOFS MUST BE CONSTRUCTED IN DRY WEATHER GARAGE FLOOR4" CONCRETE SLAB ON GRADE FLOORSTEGO MEMBRANE (AIR BARRIER)2" RIGID FOAM (R-10 MIN PER CODE)6" COMPACTED CRUSHED ROCK 1.A.B. C. D. E. STAIR/ RAILING CONSTRUCTIONWHERE APPLICABLE 5/8" GWB AT USABLE SPACE UNDER STAIRSSPACING BETWEEN RAILING TO BE SUCH THAT A 4" SPHERE CANNOT PASS THROUGH.GUARD RAILS SHALL BE 42" HIGH (36" MINIMUM PER CODE). PROVIDE WHERE OPEN SIDE IS MORE THAN 30" ABOVE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTAL TO THE EDGE OF THE OPEN SIDETHE TOP HANDRAILS AND HANDRAIL EXTENSIONS SHALL NOT BE PLACED LESS THAN 34" OR MORE THAN 38" ABOVE LANDINGS AND THE NOSING OF TREADS. AT THE STAIRS AT LEAST ONE HANDRAIL SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN. PROVIDE MINIMUM OF ONE CONTINUOUS HANDRAIL ON STAIRWAYS WITH 4 OR MORE RISERS AND AT ALL OPEN SIDES F.L. MAIN (384')0' - 0" T.O.W. MAIN8' - 8" F.L. 2ND FLOOR10' - 2" T.O.W. GARAGE6' - 0 5/8" 2 A302 1 A303 18' - 5 5/16" EXTERIOR GARAGE WALLS SIDING: SEE ELEVATIONS1-1/2" AIR SPACE RAINSCREEN: (2) 3/4" LAYERSWEATHER RESITIVE BARRIERSHEATHING PER ENGINEER (AIR BARRIER)2x6's @ 16" O.C. W/ R-21 BATT INSUL5/8" GWB GARAGE ROOFCOMPOSITION SHINGLESHEATHING PER ENGINEERATTIC STORAGE TRUSS PER MANUF.T&G WOOD AT EXPOSED SOFFITS GARAGE FLOOR4" CONCRETE SLAB ON GRADE FLOORSTEGO MEMBRANE (AIR BARRIER)2" RIGID FOAM (R-10 MIN PER CODE)6" COMPACTED CRUSHED ROCK F.L. GARAGE (381')-3' - 0" GARAGE FNDN-4' - 8" 7' - 8 5 / 8 " F.L. GARAGE LOFT7' - 0 1/2" 9' - 0 5 / 8 " STREET LEVEL (279')-5' - 0" 5/8" GWB GARAGE UNFINISHED ATTIC STORAGE 16'-0" 9" 1'-0" 9" 1'-0" ATTICTRUSS Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 1 : 2 0 A M A303 BUILDING SECTIONS KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1/4" = 1'-0"A303 1 NORTH -SOUTH 1 SECTION 0'1'2'4'8' SECTION NOTES 1/4" = 1'-0"A303 4 EAST - WEST GARAGE SECTION 0'1'2'4'8' Rev #Description Date 06-22-2023 PERFORATED FOOTINGDRAIN TYP. 4" CONC. SLAB CONCRETE SLAB @ SOME LOCATIONS - SEE PLANS SLOPE 2% AWAY TYP. STEGO MEMBRANE UNDER SLAB 4"8"4" 8" 1' - 8 " M I N . STAINLESS METAL FLASHING @ EXTERIOR LOCATIONS FOUNDATION IS BLOCKED OUT TO ALLOW INSULATION TO REPLACE UPPER 4" INSIDE DOOR OPENING VISQUEEN AIR BARRIER (TYP) CAULK AND SEAL BETWEEN THRESHOLD AND VISQUEEN #4's @ 32" O.C. ALTERNATE BENDS (2) #4 CONT. W/ 24" MIN. LAP SPLICE HIGH DENSITY STRUCTURAL FOAM UNDER THRESHOLD WALL BEYOND #4's CONT. HORIZ. W/ 24" MIN LAP SPLICE @ 12" O.C. VERTICALLY #4 CONT. HORIZ. W/ 24" MIN LAP SPLICE @ 12" O.C. VERTICALLY 4" RIGID INSULATION @ FOUNDATION PERIMETER CL R 3" PERFORATED FOOTINGDRAIN TYP. 4" CONC. SLAB CONCRETE SLAB @ SOME LOCATIONS - SEE PLANS SLOPE 2% AWAY TYP. STEGO MEMBRANE UNDER SLAB 4"8"4" 8" 1'- 8 " M I N . WINDOW FRAMING STAINLESS METAL PAN FLASHING WINDOW SET @+/- CENTERLINE OF WALL 1/2" WINDOW BUCK 1/ 2 " 2X P.T. PLATE WINDOW TRIM #4's @ 32" O.C. ALTERNATE BENDS (2) #4 CONT. W/ 24" MIN. LAP SPLICE WALL BEYOND (2) #4's @ TOP ANCHOR BOLTS PER PLAN #4's CONT. HORIZ. W/ 24" MIN LAP SPLICE @ 12" O.C. VERTICALLY CL R 3" SIDING - SEE ELEVATIONS PERFORATED FOOTINGDRAIN TYP. 4" CONC. SLAB CONCRETE SLAB @ SOME LOCATIONS - SEE PLANS #4's @ 32" O.C. ALTERNATE BENDS 6" RIGID INSULATION - WALLS 10" STRUCTURAL FOAM TO MEET ASTM D6817 TYPE EPS15 (TYP. IN FIELD UNDER SLAB) REBAR PER ENGINEER SLOPE 2% AWAY TYP. STEGO MEMBRANE UNDER SLAB 6" COMPACTED CRUSHED ROCK 4"8"4" EXT. ZIP SHEATHING 3/4" RAINSCREEN EDGE NAIL 8" HIGH DENSITY STRUCTURAL FOAM TO MEET ASTM D6817 TYPE EPS29 (TYP. UNDER FOOTINGS & WHERE NOTED) (2) #4 CONT. W/ 24" MIN. LAP SPLICE 1' - 8 " M I N . FLASHING CORAVENT SEE HOLDOWN SCHEDULE FOR A.B. SIZE AND EMBEDMENT PT 2x PLATE AIRTIGHT LAYER (RED LINE)TYP. IN SECTIONS AND DETAILS HOLDOWN PER PLAN 2x STUDS (2) #4's AT TOP #4 CONT. HORIZ W/ 24" MIN LAP SPLICE @ 12" O.C. VERTICALLY 4" RIGID INSULATION - FOUNDATION PERIMETER CL R 3" SIDING - SEE ELEVATIONS PERFORATED FOOTINGDRAIN TYP. 4" CONC. SLAB #4's CONT. HORIZ. W/ 24" MIN LAP SPLICE @ 12" O.C. VERTICALLY ANCHOR BOLTS PER PLAN RIGID INSULATION REBAR PER ENGINEER SLOPE 2% AWAY TYP. STEGO MEMBRANE UNDER SLAB 6" COMPACTED CRUSHED ROCK 4"8"4" EXT. ZIP SHEATHING 3/4" RAINSCREEN PT 2x PLATE EDGE NAIL 8" (2) #4 CONT. W/ 24" MIN. LAP SPLICE 1' - 8 " M I N . FLASHING CORAVENT 2x STUDS 8" MI N . (2) #4's @ TOP #4's @ 32" O.C. ALTERNATE BENDS 4" RIGID INSULATION PERIMETER FLASHING CL R 3" 2x STUDS HOLDOWN PER PLAN SEE HOLDOWN SCHEDULE (4) #4's EACH WAY W/ HOOKS AT ENDS MUD SILL PLATE (4) #4 VERTS CL R . 3" HIGH DENSITY STRUCTURAL FOAM TO MEET ASTM D6817 TYPE EPS29. 1' - 0 " SEE PLAN 1' - 0 " PER PLAN(2) #4 CONT. W/ 24" MIN. LAP SPLICE U.N.O. - SEE PLAN HIGH DENSITY STRUCTURAL FOAM TO MEET ASTM D6817 TYPE EPS29 (TYP. ABOVE FOOTINGS & WHERE NOTED) 4" CONCRETE SLABSEE FOUNDATION PLAN STRIP FOOTING STRUCTURAL FOAM TO MEET ASTM D6817 TYPE EPS15 (TYP. IN FIELD UNDER SLAB) 2x STUDS CL R . 3" A.B. PER PLAN PER PLAN 1' - 0 " SEE PLAN FOR REINFORCEMENT HIGH DENSITY STRUCTURAL FOAM TO MEET ASTM D6817 TYPE EPS29 (TYP. ABOVE FOOTINGS & WHERE NOTED) 4" CONCRETE SLABSEE FOUNDATION PLAN CONCRETE PIER STRUCTURAL FOAM TO MEET ASTM D6817 TYPE EPS15 (TYP. IN FIELD UNDER SLAB) STRIP FOOTING BEYOND CL R . 3" 2x STUDS A.B. PER PLAN 4" CONCRETE SLAB SAW CUT SLAB 1¼" DEEP & FILL W/ FLEXIBLE EPOXY OR 'ZIP STRIP' xxxxxxxx #4's @ 16" O.C. EACH WAY & CENTERED IN SLAB STRUCTURAL FOAM CRUSHED ROCK 4" F.L. MAIN (384')0' - 0" F.L. GARAGE (381')-3' - 0" GARAGE FNDN-4' - 8" 10 3/4"1'-2 1/2" 6" CL R3" 2" CLR 2" CLR 2" C L R ANCHOR BOLTS PER PLAN (2) BARS @ TOP (2) BARS @ TOP #5 VERTS @ 16" O.C. HORIZ BARS:#5's @ 16" O.C. OR #4's @ 12" O.C. (4) CONTINUOUS #5's W/ 30" MIN LAP SPLICE #5's @ 18" O.C. HORIZ BARS: #5's @ 16" O.C. OR#4's @ 12" O.C. #5 DOWELS @ 16" O.C. #5 VERTS @ 16" O.C. TO LAP WITH DOWELS MIN 3'-2" LAP SPLICE 10 3/4" 3'-0" . CONCRETE DRAINAGE MAT & WATERPROOFINGCONCRETE WALL2' RIGID FOAMVAPOR BARRIER TAPED TO UNDERSLAB VAPOR BARRIER1" AIRSPACEINSULATED 2X6 WALLGWB. ANCHOR BOLTS PER PLAN SILL PLATE (2) #4 CONT AT TOP OF STEMWALL #4 Z BAR W/ 24" MIN LAP SPLICE #4 VERTS @ 32" O.C., TYP. TOP OF FOOTING PE R P L A N ST E M W A L L PE R P L A N FO O T I N G PE R P L A N ST E M W A L L PE R P L A N FO O T I N G CL R 3" TOP OF FOOTING CL R3" #4 Z BAR W/ 24" MIN LAP SPLICE FIRM NATIVE SOIL OR COMPACTED ENGINEERED FILL Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 1 : 2 2 A M A501 BUILDING DETAILS KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1" = 1'-0"A501 3 Foundation - Doorway Threshold 1" = 1'-0"A501 6 Foundation - Window Sill at Floor Level 1" = 1'-0"A501 1 Foundation - Typical Insulated Stemwall 1" = 1'-0"A501 7 Foundation - Stemwall at Garage 1" = 1'-0"A501 4 Foundation - Thickened Footing at Holdown 1" = 1'-0"A501 2 Foundation - Sub Foam Strip Footing 1" = 1'-0"A501 5 Foundation - Sub Foam Pier 1" = 1'-0"A501 8 Foundation - Crack Control Rev #Description Date 1" = 1'-0"A501 9 Foundation - Garage to House 1" = 1'-0"A501 10 Foundation - Typical Stepped Foundation P R O F E SSIONA L E N G I N EER XX-XX-X G ERESIT ER D 06 / 22 / 23 1235 EAST 4TH AVE. SUITE 101 OLYMPIA, WA, 98506 (360) 754-9339 STRUCTURAL • FOUNDATION • MARINE MC SQUARE I N C O R P O R A T 06-22-2023 DBL 2x TOP PLATES EDGE NAILING PER PLAN RIM BOARD 2x STUD WALL 2x STUD WALL SUBFLOORPER PLAN FLOOR JOIST PER PLAN 2x PLATE I-JOIST BLOCKING @ 7'-0" O.C. SIMPSON A35 CLIPS @ 24" O.C. (2) ROWS 16d's @ 6" O.C. 2" RIGID INSULATION DBL 2x TOP PLATES CONT. RIM BOARD 2x STUD WALL 2x STUD WALL SUBFLOOR PER PLAN I-JOIST FLOOR PER PLAN 2x PLATE 16d TO MATCH SHEARWALL EDGE NAIL SPACING SIMPSON A35 CLIPS @ 24" O.C. NAIL (2) 10d's EA. JOIST TO TOP PLATE PANEL EDGE NAILING PER PLAN PANEL EDGE NAILING PER PLAN 2" RIGID INSULATION CONT. DBL TOP PLATE 2x FULL DEPTH VENTED BLOCKING EDGE NAIL PER PLAN EDGE NAILING SHEATHING (2) SIMPSON SDWC15600 SCREWS EA. TRUSS FLASHING @ EAVE & RAKE SHEARWALL SHEATHING PER PLAN 3/4" AIRSPACE/ RAINSCREEN SIDING PER PLAN PRE ENGINEERED ROOF TRUSSES PER PLAN CORAVENT ROOF SHEATHING PER PLAN 2x BLOCKING BETWEEN STUDS SHEATHING PANEL JOINT W/ PANEL EDGE NAILING SHEARWALL PER PLAN FLASHING 6 1/2"TYPICAL ROOF OVERHANG(STUDS TO SUB-FASCIA) ROOFING PER PLAN BAFFLE BEAM PER PLAN EDGE NAIL PER PLAN ROOF SHEATHING PER PLAN RAFTERS PER PLAN FASCIA GUTTER SOFFIT PER PLAN POST PER PLAN SIMPSON LUS HANGER SIMPSON LCE OR EQUAL (2) 1/4 x 3-1/2 SIMPSON SDS SCREWS @ 16" O.C. INTO STUDS #2 D.F. 2x6 LEDGER SIMPSON LUS OR EQUAL 1 1 / 2 " 1 1 / 2 " 2x STUDS RAFTERS PER PLAN SOFFIT PER PLAN CONT. DBL TOP PLATE 2x FULL DEPTH VENTED BLOCKING EDGE NAIL PER PLAN EDGE NAILING SHEATHING (2) SIMPSON SDWC15600 SCREWS EA. TRUSS FLASHING @ EAVE & RAKE SHEARWALL SHEATHING PER PLAN RIGID FOAM INSULATION 3/4" AIRSPACE/ RAINSCREEN SIDING PER PLAN PRE ENGINEERED DOUBLE CHORD ROOF TRUSSES PER MANUF PLAN (BEARING ON TOP CHORD) CORAVENT 2x BLOCKING BETWEEN STUDS SHEATHING PANEL JOINT W/ PANEL EDGE NAILING SHEARWALL PER PLAN FLASHING BAFFLE ROOFING PER PLAN ROOF SHEATHING PER PLAN SIMPSON LUS28 OR EQUAL 2x6 OUTLOOKERS ROOF SHEATHING PER PLAN CONT. DBL TOP PLATES EDGE NAILING ENCLOSED SOFFIT MANUFACTURED TRUSSES 2x6 STUD @ 16" O.C. A-35 EA. @ 24" O.C. RAINSCREEN AND SIDING PER ELEV. 3/4" AIR GAP CORAVENT WRB/ AIR BARRIER INSULATION PER SECTION OPENING SHEAR WALL SHEATHINGSEE PLAN SOLE PLATE FLOOR SHEATHING FLOOR JOISTS BEYOND RIM JOIST.(JOIST MAY RUNOPP. DIRECTION) TYP RIM JOIST DBL TOP PLATE SHEAR WALLSHEATHINGSEE PLAN SIMPSON STRAPSEE PLANS FOR SIZE & LOCATION DBL BLOCKING NEXTTO RIM JOIST @STRAP LOCATIONS FOR MINIMUM STUDREQUIREMENTS SEE PLAN WALL FRAMING OPTION: SIMPSON HOLDOWNSEE PLANS FOR SIZE AND LOCATION STUD WALL BEAM PER PLAN IN LIEU OF RIM JOIST EDGE NAILING 1/4"Ø x 3-1/2" SIMPSON SDS SCREWS @ 6" O.C. SHEARWALL WINDOW OR DOOR OPENING SEE PLAN FOR MIN STUD REQUIREMENTS SIMPSON STRAP SEE PLAN SLOT FLOOR SHTG AS REQ'D TO PASS STRAP 16d's TO MATCH SHEARWALL EDGE NAILING REQUIREMENTS FLOOR SHEATHING BEAM - SEE PLANS 16d's @ 6" O.C. FLOOR JOIST SEE PLANS FLOOR SHEATHING, PER PLAN SIMPSON ITS1.81/11.88 2x6 STUDS @ 16" O.C. CONT DBL TOP PLATE NAIL EDGE SHEARWALL SHEATHING, SEE PLAN SHEARWALL CONT DBL TOP PLATE SIMPSON STRAP, SEE PLAN FOR SIZE AND LOCATION CL OF STRAP BEAM OR DBL JOIST, SEE PLAN T.O.W. MAIN8' - 8" F.L. 2ND FLOOR10' - 2" FLOOR SHEATHING PER PLAN 5-1/2" X 15" GLB FLOOR JOISTS PER PLAN RUN OPPOSITE DIRECTION @ SIM SIMPSON ITS OR IUS HANGER SIMPSON LSSR (2) 16d's @ 16" O.C. 2X6 STUDS @ 16" O.C. SHEARWALL SHEATHING PER PLAN EDGE NAIL - DECK JOISTS PER PLAN - FLASHING CONT. DBL TOP PLATE SIDING PER PLAN PRE ENGINEERED ATTIC ROOF TRUSSES PER PLAN SHEARWALL PER PLAN ROOF & OVERHANG PER ROOF PLAN #2 D.F. 2X12. SISTER TO TOP CHORD OF TRUSS W/ (2) ROWS 1/4" X 3 1/2" SIMPSON SDS SCREWS @12" O.C. W/ 1 1/2" MIN EDGE DISTANCE 2X6 STUD WALL 3 1/2 X 9 PORCH BEAM 1'- 0 " #2 D.F. 4X10 SIMPSON HUC410 SIMPSON HUC410 TO 2X12 Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 1 : 2 8 A M A502 BUILDING DETAILS KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1" = 1'-0"A502 6 Floor - I-Joist to Ext. Wall 1 (Parallel) 1" = 1'-0"A502 5 Floor - I-Joist to Ext. Wall 1 (Perpendicular) 1" = 1'-0"A502 3 Roof - Truss to Bearing Wall 1" = 1'-0"A502 12 Roof - Porch Edge 1" = 1'-0"A502 13 Roof - Porch Ledger 1" = 1'-0"A502 2 Roof - Double Chord Truss to Wall 1" = 1'-0"A502 7 Roof - Truss to Shear Wall 1" = 1'-0"A502 1 Floor - Holdowns at Floor Framing 1" = 1'-0"A502 10 Floor - Deck to GLB 1" = 1'-0"A502 4 Shearwall to Beam Connection 1" = 1'-0"A502 8 Conn for I-Joist Floor System 1" = 1'-0"A502 9 Aligned Beam to Wall Detail 1/2" = 1'-0"A502 11 DECK @ WALL CONNECTION 1" = 1'-0"A502 14 Roof - Beam to Truss Rev #Description Date P R O F E SSIONA L E N G I N EER XX-XX-X G ERESIT ER D 06 / 22 / 23 1235 EAST 4TH AVE. SUITE 101 OLYMPIA, WA, 98506 (360) 754-9339 STRUCTURAL • FOUNDATION • MARINE MC SQUARE I N C O R P O R A T 06-22-2023 UP GWB 2x6 STUDS @ 16" O.C. 1/ 2 " 5 1 / 2 " 1/ 2 "GWB GWB 2x4 STUDS @ 16" O.C. 1/ 2 " 3 1 / 2 " 1/ 2 "GWB 2X DBL TOP PLATELAP JOINTS 4FT MIN NAIL PER ENGINEER SILL PLATE HOLDOWNPER FLOOR PLAN PT SILL PLATE CONCRETE MONOPOURFOOTING ANCHOR BOLTS PER ENGINEER HEADER 2x TRIMMERNAIL TO KING STUD TO MATCH SHEAR WALL EDGE NAILING PATTERNS (TYPICAL) KING STUD AS REQUIRED PER ENGINEERING (TYPICAL ONE ONLY WHERE NO HOLDOWN) SHEAR WALL EDGE NAILING PATTERNS (TYPICAL) 2X6 CRIPPLE STUDS PER ENGINEER OPTIONAL HOLDOWN LOCATIONS 2x TRIMMERNAIL TO KING STUD TO MATCH SHEAR WALL EDGE NAILING PATTERNS (TYPICAL) HEADER COUNTERSINK HOLES IN 2x ONLY FORHOLDOWN BOLTS WALL SHEATHING SHALLBE EDGE NAILED INTO KING STUD ADDITIONAL REBAR PER ENGINEER WI N D O W R O U G H O P E N I N G S 2X CRIPPLE STUDS PER ENGINEER OPENING ROUGH DOOR NAIL PER ENG. SHEARWALL WINDOW ROUGH OPENINGSHEARWALL NAIL PER ENG. SHEARWALL NAIL PER ENG. DO O R R O U G H O P E N I N G X6 PLATES AND KING STUDS PER ENGINEER (TYP) 2X6 STUD FRAMING PER ENGINEER (TYP) KING STUD AS REQUIRED PER ENGINEERING (TYPICAL ONE ONLY WHERE NO HOLDOWN) SHEAR WALL EDGE NAILING PATTERNS (TYPICAL) TYP 1'-4" 2X6 STUDS PER ENGINEER 2x12 STAIR STRINGER W/ OPTIONAL 2x6 STRONG BACK W/ (2) ROWS 10d's @ 8" O.C. EACH ROW SIMPSON A-35 ONE SIDE OF EACH STRINGER (2) 3/16" SIMPSON TITEN TURBO OR SIMILAR CONC SLAB 1 A301 4 A720 DB L J O I S T SIMPSON IUS1.81/11.88 1-3/4" x 11-7/8 LSL #2 D.F. 2X6 LEDGER, ATTACHED W/ (2) 1/4"x 3-1/2" SIMPSON SDS SCREWS @16" O.C. INTO WALL STUDS #2 D.F. 4x8 OR BETTER@ LANDING #2 D.F. 2x6's @ 16" O.C. #2 D.F. 2x12's @ 16" O.C. 8 A5032 A503 3 A503 4 A503 WEB STIFFENER @ HANGER, TYP. 2x12 STAIR STRINGER W/ OPTIONAL 2x6 STRONG BACK W/ (2) ROWS 10d's @ 8" O.C. EACH ROW LANDING JOIST PER PLAN SIMPSON LUS LSSR OR LUS F.L. MAIN (384')0' - 0" 1 A301 T.O.W. MAIN8' - 8" F.L. 2ND FLOOR10' - 2" T.O.W. GREAT ROOM13' - 0" 2 A301 11" 5' - 1 " 5' - 1 " STAIRS GUARD RAIL @ 36"HAND RAIL @ 34"MIN RUN: 10"MAX RISE: 7-3/4" 36 " M I N . STAIRS HALLWAY DINING HALL STAIRS STORAGE 34 " 3' - 0 " M I N . R @ 6 25/32" 18 JOISTS PER PLAN #2 D.F. 2x12 STAIR STRINGER @ 16" O.C. W/ #2 D.F. 2x6 STRONG BACK NAILED W/ (2) ROWS 10d's @ 6" O.C. EACH ROW SIMPSON LSC, TYP. LSL RIM JOIST NON-LOAD BEARING WALL MA X . 2 5 / 8 " MI N . 4 1 / 8 " MIN. DIM TO TOP OF LSC Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 1 : 3 3 A M A503 TYPICAL ASSEMBLY DETAILS KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1" = 1'-0"A503 5 Interior 2x6 Wall 1" = 1'-0"A503 6 Interior 2x4 Wall 1/2" = 1'-0"A503 1 Typical Shearwall Plan & Elevation 1" = 1'-0"A503 2 Framing - Stair Footing Section 1/2" = 1'-0"A503 7 STAIR FRAMING 1" = 1'-0"A503 3 Framing - Stair Landing Rev #Description Date 1/2" = 1'-0"A503 8 STAIR SECTION 1" = 1'-0"A503 4 Framing - Stair Section P R O F E S SIONA L E N G I N EER XX-XX-X G ERESIT ER D 06 / 22 / 23 1235 EAST 4TH AVE. SUITE 101 OLYMPIA, WA, 98506 (360) 754-9339 STRUCTURAL • FOUNDATION • MARINE MC SQUARE I N C O R P O R A T 06-22-2023 WALLSMAIN:5" EXPOSURE HARDIE PLANK COLOR: Magnolia Home Olive GroveREAR:8" EXPOSURE HARDIE PLANK COLOR: Magnolia Home Panna Cotta TRIMPAINT GRADE COLOR: Magnolia Home Panna Cotta ROOFCOMPOSITION COLOR: IKO Cambridge Harvard Slate FASCIA1x10 PAINT GRADE COLOR: Magnolia Home Salvaged GUTTERSFASCIA STYLE GUTTER PROFILE COLOR TO MATCH FASCIA ROUND DOWNSPOUT COLOR: TBD DECKMEMBRANE ROOFING COLOR: DARK GREY RAILING36" CABLE RAILING BLACK TOP RAIL AND POSTS DOORSFRONT DOOR: SOLID PANEL WOOD (DOUGLAS FIR)4- PANEL GARAGE DOORS: 8'-0" COLOR: WHITE WINDOWSTRIPLE PANE VINYL COLOR: WHITE Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 1 : 3 6 A M A601 SPEC SHEET KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 EXTERIOR SPECIFICATIONS Magnolia Home Panna Cotta MAG039 Magnolia Home Olive Grove MAG085 Magnolia Home Salvaged MAG146 IKO Cambridge: Harvard Slate Rev #Description Date 06-22-2023 T.O.W. MAIN8' - 8" 4 A720 1'-3"3'-1 1/4"2'-5"2"2'-5"6"5'-5 1/4" 2'-0"1/4"2'-0"2'-0"2'-0"1'-10"5 1/8"2"4'-10 1/8" C F.L. MAIN (384')0' - 0" T.O.W. MAIN8' - 8" 1'- 6 " 6' - 6 " 6" 3'-6"2"3 7/8"3'-0"3'-0"3'-0"3 7/8"1'-11 1/4"1'-8 3/4" 1'-9"2'-0"3'-0"2'-0"3'-0"2'-0" 5 1 / 2 " 2' - 6 " 3050 TT 3026 FX 3026 FX 3026 FX 3050 TT3050 FX BACKSPLASH 1'-8 3/4"1'-6" F.L. MAIN (384')0' - 0" T.O.W. MAIN8' - 8" 2' - 5 " 6 1 / 2 " 8'- 0 " 1"3'-1 1/2"1'-3"2'-6"2'-7"3'-9"3"1'-9" 1"3'-1 1/2"3'-6 1/2"3'-0"1'-3 1/2"3'-0"1'-3" 6 1 / 2 " 8'- 0 " 3026 FX 3 3050 FX 4 BACKSPLASH F.L. MAIN (384')0' - 0" T.O.W. MAIN8' - 8" F.L. 2ND FLOOR10' - 2" 2X4 FRAMING 4' - 0 " 1' - 9 " 2" 1'-5 9/16" BUILT-IN SHELVING ABOVE EATING NOOK EATING NOOK F.L. MAIN (384')0' - 0" T.O.W. MAIN8' - 8" 2'-0"1'-10"2'-0"2'-0"6'-2" F.L. MAIN (384')0' - 0" T.O.W. MAIN8' - 8" 4'-2"2'-0"2'-0"1'-10"2'-0"1'-3 1/2" Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 1 : 3 9 A M A720 INTERIOR ELEVATIONS & NOOK SECTION KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1/2" = 1'-0"A720 5 KITCHEN - WEST 1/2" = 1'-0"A720 3 KITCHEN - SOUTH 1/2" = 1'-0"A720 1 KITCHEN - EAST 1/2" = 1'-0"A720 4 KITCHEN NOOK SECTION 1/2" = 1'-0"A720 2 KITCHEN ISLAND - EAST 1/2" = 1'-0"A720 6 KITCHEN ISLAND - WEST Rev #Description Date 06-22-2023 F.L. MAIN (384')0' - 0" 9" 2' - 3 " 5' - 5 " 8' - 5 " 3'-4 3/4" F.L. MAIN (384')0' - 0" 5' - 0 " 3' - 0 " 8' - 0 " 7/8"2'-9"7'-6 3/8"7/8"2'-9" F.L. MAIN (384')0' - 0"1 7/8"3'-0"2'-6"3'-0"1 7/8"2'-0" 7' - 8 " 5" 8' - 0 " 1 1 / 2 " 2' - 1 1 / 2 " 9" 8'- 5 " 3' - 0 " F.L. 2ND FLOOR10' - 2"2'-6"3'-1 1/4"1'-0"2'-6" 8' - 7 7 / 1 6 " 3' - 9 7 / 1 6 " 4'-7 1/8"1'-4 1/2"3'-1 5/8" SKYLIGHT 9" 2' - 1 1 / 2 " 1 1 / 2 " 3' - 0 " Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 1 : 4 1 A M A721 INTERIOR ELEVATIONS KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1/2" = 1'-0"A721 3 POWDER ROOM - EAST 1/2" = 1'-0"A721 2 LAUNDRY ROOM - NORTH 1/2" = 1'-0"A721 1 BATH 1 - WEST 1/2" = 1'-0"A721 4 BATH 2 - SOUTH Rev #Description Date 06-22-2023 3023 FX 2' - 3 " 3'-0" 3050 FX 5' - 0 " 3'-0" 3080 PASS 8' - 0 " 3'-0" 3680 PASS 8' - 0 " 3'-6" 8' - 0 " 9'-0" 9080 TG 3050 TT 5' - 0 " 3'-0" 2 4 3026 FX 2' - 6 " 3'-0" 3 3056 FX 5' - 6 " 3'-0" 5 3066 FX 6' - 6 " 3'-0" 6 2080 FX 8' - 0 " 2'-0" 7 3080 FX 8' - 0 " 3'-0" 8 6079 FX 7'- 9 " 6'-0" 9 2' - 6 " 11 6626 FX 2' - 6 " 6'-9" 12 6926 FX 2' - 6 " 7'-0" 13 7026 FX 2' - 6 " 6'-0" 14 6026 AWN 15 16 17 18 5'- 6 " 3'-0" 3056 TT 19 6'- 6 " 3'-0" 3066 TT 20 4050 TT 5' - 0 " 4'-0" 21 2650 TT 5' - 0 " 2'-6" 22 2640 FX 4' - 0 " 2'-6" 23 6050 FX 5' - 0 " 6'-0" 10 6'-6" 2868 PASS3068 PASS FFL 5268 SLD 6' - 8 " 3'-0"2'-4"5'-2" 6' - 8 " 3070 PASS, NO TRIM 7' - 0 " 3'-0" 8080 GARAGE 6' - 8 " 3068 PCKT 6' - 8 " 3'-0" A B C ED F G 8'-0" 8' - 0 " 3070 PASS Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 2 / 2 0 2 3 7 : 4 1 : 4 7 A M W101 WINDOW & DOOR SCHEDULE KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.22.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 WINDOW SCHEDULE TAG TYPE COUNT DIMENSIONS OPER.VENTILATION AREA FINISHES COMMENTSWIDTHHEIGHTINTERIOREXTERIOR 2 3023 FX 4 3' - 0"2' - 3"FX 0 3 3026 FX 11 3' - 0"2' - 6"FX 0 4 3050 FX 3 3' - 0"5' - 0"FX 0 5 3056 FX 2 3' - 0"5' - 6"FX 0 6 3066 FX 1 3' - 0"6' - 6"FX 0 7 2080 FX 1 2' - 0 3/16"8' - 0"FX 0 8 3080 FX 1 3' - 0"8' - 0"FX 0 9 6079 FX 4 6' - 0"7' - 9"FX 0 10 6050 FX 1 6' - 0"5' - 0"FX 0 11 6626 FX 1 6' - 6"2' - 6"FX 0 12 6926 FX 3 6' - 9"2' - 6"FX 0 13 7026 FX 1 7' - 0"2' - 6"FX 0 14 6026 AWN 2 6' - 0"2' - 6"AWN 15 SF 15 3080 PASS 1 3' - 0"8' - 0"PASS 24 SF EGRESS 16 3680 PASS 3 3' - 6"8' - 0"PASS 28 SF EGRESS 17 9080 TG 1 9' - 0"8' - 0"TG 72 SF TILT GLIDE 18 3050 TT 4 3' - 0"5' - 0"TT 15 SF 19 3056 TT 2 3' - 0"5' - 6"TT 16.5 SF EGRESS 20 3066 TT 2 3' - 0"6' - 6"TT 19.5 SF 21 4050 TT 1 4' - 0"5' - 0"TT 20 SF 22 2650 TT 1 2' - 6"4' - 6"TT 12.5 SF 23 2640 FX 1 2' - 6"4' - 0"FX 0 24 21 1/2" x 38 5/8"1 1' - 9 1/2"3' - 2 5/8"FX 0 SKYLIGHT WINDOW LEGEND DOOR LEGEND DOOR SCHEDULE TAG TYPE COUNT DIMENSIONS FUNCTION COMMENTSWidthHeight A 3068 PASS 12 3' - 0"6' - 8"Interior B 3068 PCKT 1 3' - 0"6' - 8"Interior C 2868 PASS 2 2' - 8"6' - 8"Interior D 5268 SLD 2 5' - 2"6' - 8"Interior E 3680 PASS 1 3' - 6"8' - 0"Exterior Front Entry Door (Fenstur PH Door) F 3070 PASS 1 3' - 0"7' - 0"Exterior Garage Exterior Door (Codel SFF Flush Smooth Fiberglass Exterior Door) G 8080 GARAGE 2 8' - 0"8' - 0"Exterior Overhead Garage Door Rev #Description Date BASIS OF DESIGN: Alpen Tyrol PH+ HighGain-6 TGT 06-22-2023 Job #: Kipp Drollinger Performed by Aaron Barnett for: Roussa Cassel 6504 Capitol Blvd SE Tumwater, WA 98501 Scale: 1 : 130 Page 1 Right-Suite® Universal 2023 23.0.01 RSU65655 2023-Jun-04 23:55:20 ...llinger_MJ8_Updated_06042023.rup N Sheet 1 Primary Bedroom Office Primary Bathroom WIC Mechanical Room Powder Room Laundry Room L1 Circulation Great Room Garage 12 " 557 cfm 12 " 557 cfm 12 x 4 72 cfm Ret Riser 5 x 17 4 x 10 47 cfm Sup Riser 6 " Sup Riser 5 " Sup Riser 7 " 4 x 12 103 cfm 4 x 10 14 cfm 12 " 300 cfm 12 " 300 cfm 14 x 14 231 cfm 11 x 8 7 x 8 5 x 17 5 " 6 " 7 " 5 " 7 " 8 x 8 11 x 8 4 " 5 " 7 " Job #: Kipp Drollinger Performed by Aaron Barnett for: Roussa Cassel 6504 Capitol Blvd SE Tumwater, WA 98501 Scale: 1 : 130 Page 2 Right-Suite® Universal 2023 23.0.01 RSU65655 2023-Jun-04 23:55:28 ...llinger_MJ8_Updated_06042023.rup N Level 2 L2 Circulation Bedroom 2 L2 Bathroom Bedroom 3 14 x 14 264 cfm 12 x 4 84 cfm Ret Riser 5 x 17 Sup Riser 6 "12 x 4 48 cfmSup Riser 5 " 4 x 12 145 cfm Sup Riser 7 " 5 x 17 6 " 5 " 7 " W D WH DW UP 1 A301 1 A302 A202 2 A201 1 A2021 A201 2 PRIMARYBEDROOM BATH 1 HALL POWDER CO A T S OFFICE LAUNDRY ENTRY DINING LIVING ROOM 36 ' - 8 1 / 2 " 68'-0" 13'-11"11'-7"14'-11"9'-7"18'-0" 3'-8 1/2"5'-10 1/2"6'-0"3'-0"3'-0"6'-0"6'-10 1/2"5'-0 1/2"2'-0"7'-10 1/2"3'-8 1/2"3'-10"7'-3"3'-10" 4'-0"36'-2 1/2"2 1/2" 68'-0" 3'-4"7'-2"7'-9 1/2"1'-8 1/2"18'-0" 7'-3"11'-0"7'-3" 2'-2"3'-0"11'-6"6'-0"3'-0"3'-0"6'-0" 4'-1 3/4" MAX 6'-0"9'-10 1/4" 4' - 1 1 " 6' - 9 " 1' - 1 1 1 / 2 " 11 ' - 1 " 2' - 5 " 6' - 0 " 5' - 0 " 4' - 1 1 1 / 2 " 7' - 0 " 8' - 9 " 7'-0 1/2"4'-0"1'-11" 11 1/2" 5'-4"3'-2"2'-7 1/2"5'-7 3/4"2'-7 3/4"7'-2" 10 ' - 6 " 6' - 2 1 / 2 " 5' - 0 " 4' - 1 1 1 / 2 " 3'- 9 1 / 2 " 7'- 5 " 4'-2 1/4"3'-7 1/4"1'-10 1/2"3'-8"14'-2" 4'- 9 " 10 ' - 3 " 2'-6" W.I.C. MECH/STORAGE PANTRY KITCHEN A201 34 DASHED LINE INDICATES OUTLINE OF SOFFIT ABOVE DESK BENCH SHELVES 5' - 2 5 / 8 " 5' - 3 3 / 8 " 8'- 0 1 / 2 " 2' - 5 1 / 2 " 10 16 9 16 9 20 6 18 18 1 E 18 4 18 4 4 A A A A B D C B A A C 3 13 11 A 4 A720 3 1/2" 4 A303 2 A301 2 A302 1 A303 8 1/2" 5' - 6 " 4' - 1 " 21 ' - 1 1 " 99 HRV 27 ' - 1 1 / 2 " 3 1 / 2 " 25 ' - 8 1 / 2 " 11 ' - 8 " 15 ' - 5 1 / 2 " 4'-6"25'-6"38'-0" MATCH LINE OF 2ND FLOOR EXTERIOR CORE ABOVE MATCH LINE OF 2ND FLOOR EXTERIOR CORE ABOVE 53 ' - 1 1 / 2 " 16 ' - 7 1 / 2 " ATTIC HATCH OPENING LANDING 22 3' - 3 1 / 8 " 14 ' - 5 7 / 8 " 4'- 9 " 7' - 0 " 5' - 0 " 2'- 2 1 / 2 " STORAGE GARAGE G G 3 3 3 7 3 3 17 COVERED ENTRY (CONC) CONC STAIRS/ WALKCONC. DRIVEWAY CONC PATIO STAIRS WC 38'-0" A5037 CONT. HANDRAIL @ 34" A.F.F. 3 3 20 16 ' - 8 " 3' - 0 " R @ 7 3/16" 5 R @ 6 2 5 / 3 2 " 18 UP GUARDRAIL 36" ABOVE NOSINGS/ LANDING HANDRAIL AT 34" ABOVE NOSINGS PLANTER 14 14 DN DN FCU-2 H 1. 2.3.4.5.6.7.8.9. 10. 11.12.13.14. SEE PROJECT INFORMATION SHEET FOR GENERAL PROJECT NOTES, SYMBOL LEGEND AND ABBREVIATION INFORMATIONSEE A504 & SECTIONS FOR BUILDING ASSEMBLIES INFORMATION ALL DIMENSIONS TO FACE OF STUD OR ROUGH OPENING AS SHOWN.FOR HORIZONTAL ASSEMBLIES AND EXTERIOR VERTICAL DIMENSIONS SEE SECTIONS SEE SCHEDULES FOR WINDOW INFORMATION SEE ELEVATIONS FOR SPECIFIC DIRECTION OF OPERATION AND LOCATION OF WINDOWS ALL STAIRS AND RAILINGS TO COMPLY WITH IRC AND TO BE EQUAL SPACINGSWING DOORS TO BE 3" FROM ADJACENT PERPENDICULAR WALL U.N.O.SEE MECHANICAL SHEETS FOR LOCATION SPECIFICATIONS AND VENTING OF MECHANICAL SYSTEMSACOUSTIC BATTS AT PERIMETER (WALLS, FLOORS, CEILINGS) OF ALL BEDROOMS, BATHROOMS, AND POWDER ROOMSALL SMOKE DETECTORS AND CARBON MONOXIDE ALARMS PER REFLECTED CEILING PLANS SEE STRUCTURAL SHEETS FOR ADDITIONAL NOTESSEE SECTIONS FOR HANDRAIL AND STAIR NOTESALL INTERIOR DOORS TO BE SOLID CORE SLAB DOORS U.N.O. 2x4 STUD WALL - 2x6 STUD WALL - -SIDING & RAIN SCREEN -2" RIGID INSULATION Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 / 2 0 2 3 1 : 0 9 : 0 9 P M A101 MAIN FLOOR PLAN KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.01.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1/4" = 1'-0"A101 1 FLOOR PLAN - MAIN FLOOR 0'1'2'4'8' FLOOR PLAN NOTES WALL LEGEND Rev #Description Date DN 1 A301 1 A302 A202 2 A201 1 A2021 A201 2 OFFICE/ BEDROOM 3 BEDROOM 2 BATH 2 11'-5 1/2"32'-9 1/2"1'-3"9'-0" 44'-3" 4'-11 1/2"6'-6"9'-6"2'-3 1/2"12'-9"7'-9 1/2"1'-8 1/2"9'-0" 25'-6" 6' - 1 0 1 / 4 " 4' - 7 3 / 4 " 5' - 1 1 / 2 " 2' - 9 " 12 12 12 8 15 F F A 5'-6"5'-11 1/2"7'-4 1/2"5'-7"7'-9"7'-9"4'-4" 8' - 3 3 / 4 " 8'- 3 3 / 4 " 3'-5 1/4"4'-0 1/2"3'-9" DECK 4 A303 2 A301 2 A302 1 A303 551919 16 ' - 7 1 / 2 " 3 1 / 2 " 25 ' - 8 1 / 2 " RAILING HALLWAY OUTLINE OF MAIN FLOOR BELOW LINE OF ROOF AT 2'-3" ABOVE DECKOUTLINE OF MAIN FLOOR BELOW CORE FRAMING ALIGNS W/ MAIN FLOOR CORE FRAMING OUTLINE OF MAIN FLOOR BELOW 21 UNCONDITIONED SPACE 4'-5 1/2"16'-3 1/2"4'-9" ATTIC HATCH OPENING UNFINISHED ATTICSTORAGE 16 2 2 2 2 23 3 3 A STAIRS CLOSET 3 CL O S E T 2 A 29'-0" DN CONT. HANDRAIL @ 34" A.F.F./ NOSINGS R @ 6 2 5 / 3 2 " 18 GUARDRAIL @ 36" A.F.F. MATCH LINE OF 1ST FLOOR EXTERIOR CORE BELOW MATCH LINE OF 1ST FLOOR EXTERIOR CORE BELOW 1. 2.3.4.5.6.7.8.9. 10. 11.12.13.14. SEE PROJECT INFORMATION SHEET FOR GENERAL PROJECT NOTES, SYMBOL LEGEND AND ABBREVIATION INFORMATIONSEE A504 & SECTIONS FOR BUILDING ASSEMBLIES INFORMATION ALL DIMENSIONS TO FACE OF STUD OR ROUGH OPENING AS SHOWN.FOR HORIZONTAL ASSEMBLIES AND EXTERIOR VERTICAL DIMENSIONS SEE SECTIONS SEE SCHEDULES FOR WINDOW INFORMATION SEE ELEVATIONS FOR SPECIFIC DIRECTION OF OPERATION AND LOCATION OF WINDOWS ALL STAIRS AND RAILINGS TO COMPLY WITH IRC AND TO BE EQUAL SPACINGSWING DOORS TO BE 3" FROM ADJACENT PERPENDICULAR WALL U.N.O.SEE MECHANICAL SHEETS FOR LOCATION SPECIFICATIONS AND VENTING OF MECHANICAL SYSTEMSACOUSTIC BATTS AT PERIMETER (WALLS, FLOORS, CEILINGS) OF ALL BEDROOMS, BATHROOMS, AND POWDER ROOMSALL SMOKE DETECTORS AND CARBON MONOXIDE ALARMS PER REFLECTED CEILING PLANS SEE STRUCTURAL SHEETS FOR ADDITIONAL NOTESSEE SECTIONS FOR HANDRAIL AND STAIR NOTESALL INTERIOR DOORS TO BE SOLID CORE SLAB DOORS U.N.O. 2x4 STUD WALL - 2x6 STUD WALL - -SIDING & RAIN SCREEN -2" RIGID INSULATION Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : PR O J E C T N U M B E R : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m All d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e A r t i s a n s G r o u p , I n c . Co p y r i g h t © 2 0 2 2 . Drawn By: Revisions: 6/ 2 / 2 0 2 3 1 : 0 9 : 1 1 P M A102 SECOND FLOOR PLAN KI P P D R O L L I N G E R R E S I D E N C E JS RC 38 1 3 R o c k R i d g e P k w y An a c o r t e s , W A 9 8 2 2 1 P1 2 5 8 4 3 06.01.2023 38 2 0 R o c k R i d g e P a r k w a y , An a c o r t e s , W A 9 8 2 2 1 1/4" = 1'-0"A102 1 FLOOR PLAN - 2ND FLOOR 0'1'2'4'8' FLOOR PLAN NOTES WALL LEGEND Rev #Description Date