The URL can be used to link to this page

Home My WebLink AboutPermit File BLD-2019-0452 4208 Osprey Lane (2)4" Concrete Slab over 6 mil vapor barrier on 2" gravel bed 1' - 0"18' - 0"16' - 0"7' - 0"5' - 0" 1 A501 1 A501 1 A500 2 A500 continuous footing4 A501 slope slab 2% for positive drainage 1 2 4 6 ABCE A1 B1 6a 3 120.00°2' - 8"19' - 0 1/2"1' - 0"8' - 0"1' - 0"7' - 0"1' - 0"5 3 ' - 1 0 1 /2 "b lo c k o u t fo r g a ra g e d o o r o p e n in g 1 6 ' - 3 "2 4 ' - 0 "9' - 4 3/4" 3' - 0" F3 5 "2 4 ' - 1 0 "12' - 0"2' - 0"1' - 2 3/4"10' - 9 1/4"8' - 0"8' - 0"8' - 0"9' - 3"13' - 2 1/4" 5' - 2 1/4"8' - 0"9' - 8 1/2"11' - 7 1/2"crawl space control joint 21' - 4 1/2" 120.00° A500 3 4 A500 4 A500 5 A500 66" max spacing 1' - 10 1/4"A500 7 A500 85' - 0"14' - 2 3/4" 0"33' - 3" crawl space grade lines proposed - may change per site conditions 9 A500 step in stem wall 24"x24"x8" thick footing w/ (2) #4's each way -(3) at location A500 10 stepped footing/stem wall - site/grade dependent 4 A501 4 A501 retaining walls retaining walls 4' - 2 1/4"7 pier 30 pier 30 Pier 18 6' - 2"5' - 10 1/2"9' - 6" D to framing10' - 0"8' - 7 1/2"(2) stud column 8946# 1453# 7493# 4887 4887# pier 30 HDU2 HDU2 HDU2 HDU8 HDU8 HDU4 HDU4 18" wide x 18" deep thickened slab grade beam 18" wide x 12" deep thickened slab grade beam control joint -typ. 12 ft spacing 4" Concrete Slab over 6 mil vapor barrier on 2" gravel bed at daylight basement 17' - 9" HDU2 HDU2 HDU4 HDU2 HDU2 HDU2 HDU2 HDU4 HDU2 HDU2 HDU2 HDU2 HDU4HDU2 HDU2 HDU2 HDU2 HDU2 HDU2 HDU2 HDU21' - 6"1' - 6"2' - 0"1' - 6"2 A501 HDU4 HDU4 HDU2 HDU4 41' - 0"10' - 0"28' - 6 1/2"37' - 8 65/256" HDU2 HDU2 HDU2 HDU2 4" Concrete Slab over 6 mil vapor barrier on 2" gravel bed at daylight basement control joint -typ. 12 ft spacing 12' - 0" 8 "8 "4 A501 4 A501 4 A501 4 A501 4 A501 2 A501 Foundation Plan Notes: 1. Coordinate w/ mechanical and electrical for locations and sizes of foundation / slab block-outs. 2. Fasteners: metal elements including, connectors, must use hot- dipped galvanized metal when in contact with ACZA pressure treated materials. [r319.3] -see 37/sp1 3. Trusses: all concentrated loads from roof trusses must be transferred to the foundation with a built-up post and footing as required. Verify locations with truss engineer. 4. See Lateral Sheets A3.2 and A3.3 for holdown locations. 3. Provide blocking between i-joists at interior bearing locations where there is a load bearing wall above. 4. Provide timberstrand rims where floor joists bear at exterior walls. 5. Connections: Simpson Company or eq. Fasteners: Metal elements, including connectors, must use hot-dipped galvanized metal when in contact with ACZA pressure treated materials. [r319.3] -see 37/sp1 Floor framing notes: Layout shown here is for schematic design only. Manufacturer shall provide and submit engineered design to the building department for approval prior to fabrication and installation. All joist to joist and joist to beam connectors to be designed by truss manufacturer. Floor sheathing: 1. Use 3/4" cdx or OSB Sturdi-floor T&G, glue and nail w/ ring shank 8d's at 6" at edges and 12" in the field. Face grain perpendicular to supports. 2. Provide sold blocking in the joist cavity beneath all post locations and between upper and lower studs at floor to floor holdown locations. HDU2-SDS2.4 6-SDS 1/4 x 2 1/2" screws, 5/8" bolt, 3" min wood thickness, [3075 #] HDU2-SDS2.5 6-SDS 1/4 x 2 1/2" screws, 3" min wood thickness, SB5/8x24 bolt, 18" embed. [3075 #] HDU4-SDS2.5 10-SDS 1/4 x 2 1/2" screws, 3" min wood thickness, SB5/8x24 bolt, 18" embed. [4565 #] HDU5-SDS2.5 14-SDS 1/4 x 2 1/2" screws, 3" min wood thickness, SB5/8x24 bolt, 18" embed. [5645 #] HDU8-SDS2.5 20-SDS 1/4 x 2 1/2" screws, 3.5" min wood thickness, PAB7-18 bolt, 15" embed. [6970 #] HDU11-SDS2.5 30-SDS 1/4 x 2 1/2" screws, 5.5" min wood thickness, PAB8-18 bolt, 15" embed. [9535 #] HDU14-SDS2.5 36-SDS 1/4 x 2 1/2" screws, 4x6 min wood thickness, PAB8-18 bolt, 15" embed. [10,770 #] HDU14-SDS2.5 (6X6)36-SDS 1/4 x 2 1/2" screws, 6x6 min wood thickness, PAB8-24 bolt, 21" embed. [14,445 #] MST37 14-16d's -double stud to double stud [2465 #] MST48 32-16d's -double stud to double stud [3960 #] MST60 40-16d's -double stud to double stud [6235 #] ST6224 28-16d's -double stud above [2540 #] Issue Date: Project: 1005 4th Street anacortes, washington 98221 360.588.0471 mike underwood, AIA mike@underwoodarchitecture.com Project name: Project Address: Registered ARCHITECT 9878 Michael G. Underwood State of Washington 9-22-21 C:\Users\Admin\revit local files\Stout Lot 3 - 3 storyv4_mike@underwoodarchitecture.com.rvt9/28/2020 11:02:08 AM A104 Foundation Plan 1/27/2020 Stout Lot 3 Stout Lot 3 Residence Permit Set 4208 Osprey Ln 1/4" = 1'-0"1 level 0 - Foundation Plan 1/4" = 1'-0" Holdown Schedule Revisions No. Date Description 3/4" T&G plywood -glue & nail to supporting members Manufacturered I-joist see plan (see plan for direction), R30 insulation 5/8"X10" anchor bolts, embedded 7" into concrete, at 4'-0"o.c. u.n.o., and set between 3 1/2" AND 12" from board ends with 3" X 3" X 1/4" thick washers. Min. (2) A.B.'S per board [R403.1.6.1] Use galvanized washers or provide an isolator gasket between washer and sill plate. 15# building paper or vapor barrier slab per plan 12" wide drain rock 2 coats of asphalt emulsion brush or spray applied per manufactures recommendations compacted fill rigid insulation grade 5 1/2" 1" 2x4 studs at 16" o.c. R15 insulation 1/2" g.w.b. 2x4 p.t. sill DB E 2" clr typ. -where fill against wall is less than 5'-0" high - place reinf. @ wall centerline Rh A4" perf drain pipe to building exterior C Rv garage 4" concrete slab over 6 mil vapor barrier on 2" gravel bed 2" R-10 rigid insulation expansion felt isolate w/ 30# felt 18"h s.s. flashing extended below top of stem 3/4" T&G plywood -glue & nail to supporting members Manufacturered I-joist see plan (see plan for direction), R30 insulation 5/8"X10" anchor bolts, embedded 7" into concrete, at 4'-0"o.c. u.n.o., and set between 3 1/2" AND 12" from board ends with 3" X 3" X 1/4" thick washers. Min. (2) A.B.'S per board [R403.1.6.1] Use galvanized washers or provide an isolator gasket between washer and sill plate. 15# building paper or vapor barrier slab per plan 12" wide drain rock 2 coats of asphalt emulsion brush or spray applied per manufactures recommendations compacted fill rigid insulation grade 5 1/2" 1" 2x4 studs at 16" o.c. R15 insulation 1/2" g.w.b. 2x4 p.t. sill DB E 2" clr typ. -where fill against wall is less than 5'-0" high - place reinf. @ wall centerline Rh A4" perf drain pipe to building exterior Rv wall framing wall sheathing 4"h self-adhering membrane over flashing metal flashing 2x4 cedar ripped saw kerf 1/8" deep drip edge 5/4x10 cedar sealant siding1"1/2"1 1/4" house wrap 1x6 cedar 1/4 trim 'z' Flashing As Req'd 3"3/4"8" strip of vycor wrap over window flange 8" strip of vycor wrap over 'z' flashing typ. window and casing 8" strip of vycor wrap each side 8" strip of vycor wrap over rough sill Install building wrap per manufacturer’s instructions. Install window per manufacturer’s recommendations. Caulk all windows to sheathing joints with flexible butyl caulk. Install siding and window trim. Install metal "z" flashing over top of trim. Caulk top and side trim to window frame and siding. Follow Grace Vycor self-adhearing flashing application instructions for weather resistive barrier installation. Elevation8"8"8"sealant siding 4"h self-adhering membrane over flashing metal flashing sealant 4" concrete slab over 6 mil vapor barrier on 2" gravel bed 1/2" type x GWB lower floor slab floor where occours AB E C D30 dia.Rbend Rh Rv Rft 2" min. A B C D E Rft Rh Rv Rbend unbalanced height wall offset footing width footing height wall thickness footing continuous horizontal rebar vertical rebar length of bent bar base 0' to 4'centered 18"6"8"(3) #4 #4 @ 24" oc 6"#4 @ 24" oc 4'-1" to 6'5"36"8"8"(3) #4 #4 @ 24" oc 6"#4 @ 18" oc 6'-1" to 8'8"48"12"8"(4) #5 #5 @ 18" oc 8"#5 @ 12" oc 8'-1" to 10'8"60"12"8"(6) #5 #5 @ 18" oc 12"#5 @ 9" oc 4" concrete slab over 6 mil vapor barrier on 2" rigid insulation and / or gravel 1/2" type x GWB AB E C DRbend Rft2' - 0"2' - 0" Issue Date: Project: 1005 4th Street anacortes, washington 98221 360.588.0471 mike underwood, AIA mike@underwoodarchitecture.com Project name: Project Address: Registered ARCHITECT 9878 Michael G. Underwood State of Washington 9-22-21 C:\Users\Admin\revit local files\Stout Lot 3 - 3 storyv4_mike@underwoodarchitecture.com.rvt9/28/2020 11:02:25 AM A501 Details 1/27/2020 Stout Lot 3 Stout Lot 3 Residence Permit Set 4208 Osprey Ln 3/4" = 1'-0"2 fndn at retaining - mid. residence 3/4" = 1'-0"1 Residence at Garage Detail 1 1/2" = 1'-0"3 watertable detail 1" = 1'-0"5 Window Flashing 1 1/2" = 1'-0"6 Window Trim Detail 3/4" = 1'-0"7 Retaining Wall Dimensions 3/4" = 1'-0"4 Level 0 foundation Revisions No. Date Description PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 299-1984 Please use this form to submit revisions or additional information to your permit application. Permit /Project #: _________________________________ Date: ____________________________________ Project Name: ___________________________________ Project Address: ___________________________ Project Contact: __________________________________ Company Name: ___________________________ Contact Phone: ____________________________ Contact Email: ___________________________________ Has the permit been issued yet?  Yes  No All revisions must be either clouded or highlighted & wet stamped by an architect/ engineer (if applicable). Has this been done?  Yes  No What department(s) is this resubmittal/ revision /additional information to go to?  Planning Dept.  Building Dept.  Fire Dept.  Stormwater  Public Works Dept. Is the plan revision or additional information, in r esponse to a plan review letter?  Yes. A copy of the plan review letter with itemized responses to each item is required.  No, the revision or additional information is initiated by the applicant, landowner, designer, or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info: Are you submitting a full replacement?  Yes  No If not what page # is being replaced? _________ Two full sized copies of all revised /additional information is required. Has this been done?  Yes  No Two 11” X 17” reduced copies of revised site or floor plan is required. Has this been done?  Yes  No Check the box next to the type of plan, report, or calculation where revisions or additional information can be found.  Site Plan  Building Plans  Structural Plan  Landscape Plan  Parking Plan  Tree Preservation Plan  Arborist Report  SEPA checklist  Wetland Report  Geotechnical Report  Storm Drainage Analysis  TESC Plan  Civil Plan  Lot Coverage Calculations  Impervious Surface Calculations  FAR Calculations  Grading Plan  Survey (Boundary /Topo)  Mechanical Plan  Plumbing Plan  Other: _____________________ FOR OFFICE USE ONLY: ROUTED: ROUTED TO: DATE ROUTED: APPROVED BY: DATE APPROVED:  Building Dept.  Planning Dept.  Stormwater  Public Works Dept.  Fire Dept.  Third Party Review