HomeMy WebLinkAboutPermit File BLD-2024-0136 1105 Longview AvenueFor inspections, please call (360) 293-1901
PARCEL: P57865
LEGAL DESCRIPTION:
APPLICANT: OTT TREVOR JOSEPH
OTT LEAH CORRINA
ANACORTES, WA 98221
OWNER: Trevor Ott
1105 Longview Ave
Anacortes, WA 98221
FEES:Paid Due
Permit Time Extension $608.73 $0.00
$0.00Totals :
REQUIRED INSPECTIONS
Footings
Foundation Wall
Fenestration U-Factors
Underslab
Underground Plumbing
Underfloor
Gas Piping
Mechanical Rough-In
Plumbing Rough-In
Shear Wall and Nailing
Framing
Drywall or Lath
Insulation
Cross Connection or backflow assembly verified
Roofing Final
Building Final
$608.73
BLD-2024-0136 RESIDENTIAL INTERIOR ONLY
REMODEL
ISSUED:
EXPIRES:
06/08/2024
12/08/2025
PROJECT NAME:
SITE ADDRESS: 1105 LONGVIEW AVENUE ANACORTES
Page 1 of 1Printed by : Cheri Gleichmann on: 08/02/2024 02:55 PM
City of Anacortes, WA
904 6th Street
Anacortes, WA 98221
(360) 293-1902
http://cityofanacortes.org/
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Residence Remodel
CITY OF ANACORTES
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APROVED PLANS
PERMIT #: ' (4't 10054thStreet
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360588.0471
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ADDRESS: I
APPROVED BY:
a 9 mike underwood, AIA
i SUBJECT TO FIEI f i PPROV[D PLANS
NOT BE ALIttocu vvuriuUT AUTHORIZATION. mike@underwoodarchitecture.com
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FArchitectural Sheet List
Sheet
a t - . Number Sheet Name
AO 0 Title Sheet
A2.1 Site & Demolition
r r
1•,01 Plans
H A3.1 Floor Plans
T E.1
j A3.2 Floor Framing Plans
1.A4.1 Building Sections
tw IP A6.1 Building Elevations
It
1 A6.2 Interior Elevations
SP1 General Notes
1 Grand total: 8
7Q- )Vicinity MapW Li bil rasni
This Is A Standard List Of Abbreviations Used By This Office. Items
Listed May Or May Not Be Used On This Set Of Drawings.
AAt.Anchor Bolts G Ga. Gauge R. Riser
Ac. Acoustical Galv. Galvanized R Rad., R Radius 9878 Registered
Add.Addition Glu-lam Glue Laminated R.d. Roof Drain 1 \/ ARCHITECT
Adj.Adjustable/Adjacent GLB Glue Lam Beam Ref. Reference
A.f.f.Above Finished Floor Gr.Grade Reqd. Required
Alt. Alternate GWB Gypsum Wallboard Rm. Room
Michae G. Underwood
State of Washington
RO Rough Opening
BBld.Building HB Hose Bib exp.09/22/19
Blk Block H HC Hollow Core
B.O.By Owner Horiz. Horizontal @ SC Solid Core
Btm.Bottom Hr.Hour 0 Sect.Section
B.U.C. Built Up Column Hdr. Header SF Square Feet General Notes Building Code Project Directory Building Information Energy Code Notes Revised Permit Set
BWP Braced Wall Panel Shtg. Sheathing
Sim.Similar 1. Allpotential contractors shall thoroughly familiarize themselves with ZoningCategory: Residential District(R2A) Owner: Trevor&Leah Ott Site Address: 1105 Longview Ave. This buildingisgoverned bythe 2015 WSEC Prescriptive EnergyCode forInsul. Insulation 9 Y 9 ry 9 P
Cab. Cabinet I Int.Interior Spec. Specification job conditions before bidding to ensure that they understand the scope of Permitted uses: 1105 Longview Ave Anacortes,Wa 98221 Single Family and Duplex Housing. Project name:
CCdr.Cedar Sq. Square the work.These notes are general in nature and are intended to set the detached single family dwelling Anacortes,WA 98221
C.j. Control Joint j Jt. Joint SS Stainless Steel minimum standards for construction. Any conditions which are not clear Lot Size(minimum in zone):Parcel Number: P57865 Energy Credit Requirements: 3.5 points(Medium Dwelling Unit less than
5,000 sf of conditioned floor area Ott Residence
Clkg. Caulking Jst. Joist Std. Standard or are different than required by code or site conditions shall be brought minimum 6,000 square feet Architect: Underwood&Associates, LLC
C.L.Centerline Stl. Steel to the attention of the designer immediately. The contractor shall verify Setbacks: 1005 4th Street Existing Building Areas:Energy Credits Proposed: 3.5 points Interior
CMU Concrete Masonry Unit K Kit.Kitchen Stor.Storage all dimensions and conditions on all sheet drawings and in the field,and Front:20 feet Anacortes,Wa 98221 Main Floor living Area: 1,577 sf
Col.Column SS Storm Sewer notify the designer of any discrepancies before proceeding. Side Yard: 10 feet Mike Underwood,AIA Upper Floor Living Area: 924 sf Efficient Building Envelope 1 d:0.5 Energy Credits RemodelLLay. LavatorySusp. Suspended Interior Side:5 feet.No less than 15 feet on both side combined 360-588-0471 Total Living Area: 2,501 sf
Conc. Concrete 2. Specific notes and details shall take precedence over general notes Rear: 20 feet Prescdptive compliance is based on Table R402.1.1 with the following
Constr. Construction IA Microlam timber andtypical details. Lot Coverage(maximum allowed): Garage: 525 sf modifications:Vertical fenestration U=0.24 Project address:T. Tread 9 9 J
Cont. Continuous Isl Timberstrand timber 35%T TOF Top of Footing R-Value and U-Value Minimums:
TOC Top Of Curb 3. Dimensions shall supersede scale,and are measured from edge of Allowable Height: Site Area: 10,454.4 sf(.24 acres) 1105 LongviewiiD. Dryer Mat. Material stud. 3 stories,no more then 35 feet.
Dbl. Double lvI T&GhkTongue& Groove Fenestration U-Value: 0.24Max. Maximum Thk.Thick Construction Type: V-B
Df Douglas Fir Kb.. Machine Bolt 4. All work shall conform to the latest approved editions of the standards
Skylight U-Value: 0.50 Ave
Dn.Down TOW Top Of Slab Site AreasMech. Mechanical listed in"codes".
Window U-Value:0.30
DS Downspout Memb. Membrane
TOW Top Of Wall Exterior Door(w/glazing):0.20
Dtl.Detail Tv Television 5. Provide 6"high temporary andpermanent address numbers on site Allowed Lot Coverage Area: 10,454.4 x 35%=3,659.04 sf Ceiling(attic): R49
Min. Minimum 9 P ry Project: 1 105 Longview Ave
DW Dishwasher Washer Mir. Mirror Typ. Typical that are viewable from the street. Total Proposed Impervious Area=2,102 sf/10,454.4=20_1%%<35%ok!! Ceiling(attic w/adv.framing): R38
Ext.Wall: R21 Issue Date: 11/20/2019
Mtl. Metal U UNO Unless Noted Otherwise Floor(over unheated space): R30
EEa.Each Floor(unheated slab): R10 and 24"at perimeter,vertical at stem.EL Elevation n New Codes Floor heated slab R10 under entire slab Revisions
Elec. Electrical
O Var. VariesNNICNotInContractVVCTVinylComposition Tile No. Date DescriptionElev. Elevator NTS Not To Scale 1. building2015IRC p
Vert.VerticalHigh Efficiency HVAC Equipment 3a:1.0 Energy CreditsEQEqual2. mechanical 20151RC
Equip. E uiEquipment Vest.Vestibule
q P OC On Center 3. plumbing: 2015 UPC Gas,propane or oil-fired furnace with minimum AFUE of
e)Existing O OFCI Owner Furnish / Washer 4. energy and ventilation:2015 WSEC 94%,or Gas,propane or oiled-fired boiler with minimum
Exist. Existing Contractor Installed W W
W/ With AFUE of 92%.
Ext. Exterior Opng. Opening WC Water Closet Efficient Water Heating Category 5a:0.5 Energy Credits
F FD Floor Drain
OSB Oriented Strand Board WD Wood Project Description
W/O Without residential bathroom lavitory sink faucet: 1.0 gal/min
E Fin. Finish Remodel of existing residence. idential kitchen faucet: 1.75 gal/min
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F W
Finished Floor P
residentialP-lam Plastic Laminate WP Water Proof
Ply Plywood W residentialFWeldedWireFabric 9
Ft Finished Slab PR Pair
shower heads: 1.75 gal/min
FLR Floor Efficient Water Heating Category 5b: 1.5 Energy Credits
Fnd. Foundation Water heatingsystem shall include one of the following:oF.o.c. Face Of Concrete PT Pressure Treated
Gas,propane or oil water heater with a minimum EF of 0.91
a. F.o.s. Face Of Studs
Title Sheet4a. Ft.Foot Or Feet
cdFur. Furring
Q F.e. Fire Extinguisher Project Infoc
1/4" = 1'-0"
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11/20/2019 9:26:05 AM
Existing electrical panel
and wall to remain
Longview Avenue exisibg window to
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5'-0" N90°00'00"W alley deck to be fill in Ott Residencefillindoorandrelocateheatin
105.00' setback remove door g
replace ductssetbackandfillinwal / me n o rexteriorsiding
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1105 Longview
A2 - Site Plan31, Ave
1" - 10'-0" exiling window to be
I remove existing U.
removed,replace
F _ stairs,new stairs to siding to existing Project: 1105 Longview Ave
o-
H be flipped in direction Issue Date: 11/20/2019
I Revisions
H = _ _ _ H'- - - 1 R r - - 7 I No. Date Description
H _ _ _ _ H I c 1 10/29/19 show framing size andOdirection
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48'-4"
3'- 1" / 13'-69/16" 121/32" 28'-625/32"
35'-0"
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A4.1 1'-9" 2'-6" 2'-6" // ' 4 1/2"
12'-6" 10'-4" 2'-4 1/2" 9'-9 1/2"
5'-0" 4'-2 1/2"
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6 I D2 ) space ammt (D3) li I t 1005 4th StreetiI
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6"dia architectural column
EN 1 42°wall to sederate bedroom 360.588.0471
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r urn---Living 1. All dimensions are to face of stud36°wall s c.m. _ _-__ _u w
4'-o° rod&shelf I Mo7 E)I i unless noted otherwise.
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4 3. All exterior walls are 2x6 16" o.c.
Studs unless noted otherwise (u.n.o.).
5'_ 0" i Sheath all exterior walls with 15/32 wood
rod&shelf sd Existing Pantry f x v\t i
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sheathing. Block panel edges and nail
D3) C 4 I safety with 8d at 6" o.c. at panel edges and 8d atw/c Existing 5'-o'r
9 _o\ 12" o.c. at intermediate framing (u.n.o.).
0 36"x over
caseworkllinen
tub/showerir Kitchen/Dining RD3Stroom h 4. All interior partitions are 2x4 - 16" o.c.6 Studs unless noted otherwise.
M07
merit existing header M07 5 I
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A6.2 2 1J X 5. Provide backing in ail bathrooms forM08F/ 1 0 '
sink 2'-7" bo
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lay lay washer dryer i ;
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tan linen $ I M5 wall line above 7 O w/d mTess S x m locations.
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MO8 basting door ®1 ( safety F Exhaust Fan - vent tosafetysafety2'-6" 3'-0^to remain / 2'-6" 3'-o" / 50 outside - See 145 & 146/SP112'-6^ 10'-4" 2'-10^ s'-a^ / Existing Kitchen Existing Dining 9' 2" 9 -7 1/2
SD Smoke Detector- hardwire connect all
i_ detectors and provide each with aWbatterybackupSee104/SP1
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1/4" = 1'-0"
ARCHITECT
3'- 1" / 26'-5 1/2" 18'-9 1/2"J--)
48'-4" Michae G.Underwood
State of Washington
Door Schedule
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Type Mark Width Height Count Hardware Comments
A3 - First Floor T P/2./Revised Permit SetD25'-0" 7'-0" 1 1) 1/4" = 1'-0"
D3 _ 2'-8" 6'-8° 10
D4 2'-6" 6' 8" 1 Project name:
D5 3'-0" 6'-8" 1
D6 3'-0" 6' 8" 2 Ott Residence
Grand total: 15 Interior
NOTE:all exterior doors to have low threshold and to be weatherstripped.
Remodel
Window Schedule Project address:
Type Ma* Count Height Width Type Comments Comments 12'- 01/z" 1105 Longview6'-11^ new flooring for 2nd level(woodltile)
AveW155'-0" 2'- 6"
3/4"plywoodW215' -0" 5'-0,,
W5 2 5'-6" 3'-0" add new foundation only at comer infol self level concrete on top of
existing floor system
Project: 1105 Longview AveW913' -0" 2' 0"9
Grand total: 9 9
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I. Issue Date: 11/20/2019
I Ii RevisionsNOTE:Windows within 18"all.,within 24"of door swings,and within 24"of wet surfaces(tub/shower areas)to be safetyglazed. lId No. Date Description
new 1 existing I I enewflooringforenitre2ndfloorjJ1rI
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Ott Residence
Interior
Remodel
Project address:
1105 Longview
Ave
Project: 1105 Longview Ave
Issue Date: 11/20/2019
Revisions
No, Date Description
Building
Sections
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West Project: 1105 Longview Ave
4 South est Issue Date: 11/20/2019
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360.588.0471
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9878 Registered
ARC -ARCHITECT
1
Michae G. Underwood
State of Washington
exp.09/22/19
Revised Permit Set
Project name:
Ott Residence
Interior
Remodel
Project address:
1105 Longview
Ave
Project: 1105 Longview Ave
Issue Date: 11/20/2019
Revisions
No. Date Description
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General
1. Not all buried utilities located on this site are shown on these drawings so call 37. Fasteners for pressure treated and fire-retardant wood must be of hot dipped 73. Notches on the ends of solid joists may not exceed one-fourth the joist depth. 111. Attic Access: Provide min of 22x30 access to attic areas greater than 30 squareUTILITIESUNDERGROUNDLOCATIONbeforedoinganydigginganywhereonthisgalvanizedsteel, stainless steel or copper. (Exception: 1/2-inch diameter or greater Notches in the top or bottom of joists may not exceed one-sixth the depth or be feet. Construct with 5/8"GW8 and capped with r-49 insulation. Provide plywood Energy and Envelope Notessiteofanydepth1-800-424-5555. steel bolts.) [R317] located in the middle one third of the span. Holes bored in joists may not be within 2 baffle at edges to contain adjacent insulations. Provide min. 30"vertical clearance
2. Verify all dimensions at site, all dimensions are to outside or center line of wood inches of the top or bottom of the joist and the diameter of any such hole may not above opening. [R807.1]
framing members and concrete unless noted otherwise. exceed one-third the depth of the joist. Holes and notches must not be within 2 inches 112. Stairs shall have a max. of 7 3/4" high risers and 10"deep treads. Provide a 161. Requirements: Check with building department having jurisdiction prior to i ,.,Exterior Shell of each other. [R502.8.1]. 3/4"to 1 114"max, toe overhang. Handrails shall be 34 to 36 inches above the toe, bidding to determine if that building department has any special framing or backing r
3. All stumps&roots shall be removed from the ground to a depth of 12" in the area
occupied by the building. No excavated material is to be used for backfill under any 91. Flashing: Flash and counter flash all exterior openings as required to make them and be set 1.5" off the wall, and have a grip of 1 1/4" min. to 1 1/2" max.. [R311.7] requirements to meet the energy code or for any other reason.
concrete without approval of the city!county. All fill under concrete to be compacted weatherproof. Tops of all exterior horizontal wood fenestrations to be flashed with For notching and boring of manufactured floor joists refer to the manufacturer and
pit run fill to 95%. metal caps with drip edges to direct moisture away from wood. See [R703] follow their requirements fully. [R502.8.2] 113. Fireplace to be supplied with outside combustion air duct of at least 6 sq.162. Air leakage: Sole plate is to be caulked or glued to floor. Rim joist between
inches, and provide a readily operable damper. Install gas fireplace with clearances stories to be caulked I sealed. All holes in building envelope are to be caulked/4. Buildingand Structural Design Loads 74. Joists, rafters and trusses must be supported to prevent rotation by installing solid and combustion air992. Trim:All exterior trim splices &siding joints to be mitered. Provide a 15 degree blocking at each bearing point or as required by manufacturer. [R502.7) per manufactures recommendations and by code. sealed including but not limited to electrical, plumbing & HVAC penetrations. Outlets,
ground snow load: see stgructural notes min. bevel on ends of joining boards. 114 switch boxes and recessed fixtures on exterior walls or ceilings are to be caulked/ U N DE R WOO DRoofliveload: 20 psi-see notes for other pitches 75. Bearing partitions perpendicular to joists must not be offset from support by more sealed with approved sealant, or have foam face gaskets installed.All recessed lights ASSOCIATES,LW. Window fall protection: See R312.2.
Roof dead load:see structural notes 93. Make all roof penetrations for venting etc. on non-conspicuous side of ridges. than the depth of the joists. Joists must be sized to accommodate the load and as are to be IC rated, air tight&sealed to surrounding surface. Rough openings aroundFloorliveload: 40 psi(residential) Coat any ABS or PVC piping with a protective paint, designed for UV protection and minimum double joists are required under parallel bearing partitions.Joists framed Plumbing all windows&doors to be sealed/caulked. 1005 4th Street
sleeping only 30 psi to match the adjacent roof color. into sides of girders must be supported by joist hangers or ledger strips. [R502.4] anacortes, Washington 98221
Floor dead load: see structural notes
121. Inspection: No plumbing or drainage system or building sewer may be covered,163. All ceiling exhaust fan ducting to be insulated as per code&to have as few 360.588.0471
deck live load: 40 psi 76. Bearing: In floor construction,joists and beams must have not less the 1.5 inches concealed or put into use until it has been tested, inspected,and approved. [UPC bends as possible &to terminate at the exterior of the building. mike underwood, AIA
5. Lateral Design Conditions of bearing on wood or metal and not less than 3 inches on concrete. See [R502.6]for 103.5.1.3]
Lateral wind load: 110 mph -see structural notes for exceptions additional exceptions and requirements.mike@underwoodarchitecture.comPPFraming164. Insulation to fill all exterior wall cavities. Do not compress. Cut to fit around
Seismic category: D1 77.All plywood and OSB subflooring is to be glued to the supporting framing 122. Supply Testing: Plumbing supply piping must be tested with working water wires, pipes, &outlet boxes.Soil Minimum: 1500 psf Walls members;glue is to be applied in strict conformance with manufactures directions. pressure or, except plastic piping, 50 psi at pressure. [UPC 609.4]
78. Provide solid blocking for lateral support at each end of joists, and at all 123. Drain Testing: Plumbing drains must be tested with water filled to the highest 165. All HVAC ducts installed outside the heated habitable space to have sealed51. Cripple walls must be framed of studs not less in size than the studding above. intermediate supports. vent in systemjoints,corners, and boots, and insulated to a min. R-8.Foundation And Site Preparation When exceeding 4 feet in height, such walls must be framed of studs having the size
pp or 5 psi air pressure. [UPC 712.2, 3]
10. All wood used in formingand placingconcrete, if within theground or between required for an additional story. Cripple walls less than 14" high must have solid 124. Protection:All piping passing under or through wall must be protected from 166. A one perm or less vapor retarder(ie: kraft paper, PVA paint etc..) is to befoundationsills&the ground shall be removed. Remove all loose or casual wood in blocking or with sheathing on one side. All cripple walls shall be supported on Roof installed on the warm side of all insulation.
contact with the ground from under the building. continuous footings or foundations. [R602.9] breakage. Approved provisions must be made for expansion of hot water piping.Voids
around piping passing through concrete floors on the ground must be appropriately
11. Access: Access shall be provided to all under floor spaces. Access openings 52. Wood columns must be restrained to prevent lateral displacement at the bottom.81. Plywood roof sheathing, if exposed on underside, must be exterior grade. sealed. [UPC 313.1] 167. All recessed light fixtures in the thermal envelope to be certified under ASTM
through the floor shall be a minimum of 18 inches by 24 inches. Openings through a
R407] R803.2.1.1]E-283 and so labeled,or sealed around the exterior in an approved manner to be air
perimeter wall shall be not less than 16 inches by 24 inches. When any portion of 53. Column and posts located on concrete floors exposed to weather, water splash 125. Support: Horizontal piping must be supported at sufficiently close intervals to tight.
the through-wall access is blow grade, an areaway not less than 16 inches by 24 or in basements must be supported by concrete piers or metal pedestals projecting
82. Ventilation: Enclosed attic and rafter spaces must have cross ventilation for each prevent sagging. Pipe supports for ABS may not exceed 4 feet on center. [UPC 314.5
separate space by vent openings protected against the entrance of rain and snow. 1314.5.1 169. not usedinchesshallbeprovided. The bottom of the areaway shall be below the threshold of above the floors, unless approved wood of natural resistance to decay or treated
the access opening. Throw h wall access openings shall not be located under a wood is used. Thepedestals must project at least 6" above exposed earth and at The required area shall be 1/150 of the area,except may 1/300 of the space if the9P1p 126. Whirlpool bathtubs must provide a removable panel of sufficient dimension todoortotheresidence. [R408.4] least 1" above such floors. [R317] openings are split with 50% but less than 3 feet below ridge. [R806.1]
access the pump. [UPC 415.1] 169. Exterior doors to be adjusted so weather-stripping, threshold, &door sweep12. Ventilation: All under-floor areas shall be provided with 1 sf of foundation vent for 54. Separation:There shall be maintained a minimum clear separation of 6" between 83. Insulation dam must beprovided at the attic access opening when usingblown-in are working properly&seal well.P 9 127. Water heater relief valves must be provided with a drain, not smaller than theeach150sfoffloorarea. Locate vents within 3 feet of corners as practical and any wood and earth, or the wood shall be of a type with a natural resistance to decay insulation. [WSEC 502.1.4.4]relief valve outlet,extending to the outside of the building and discharging downward 170. Blown in attic insulation, if used,to be installed in strict conformanceprovidecrossventilation, cover vents with corrosion-resistant wire mesh with openings or treated wood is to be used. [R317] 6-24 inches abovegrade. [UPC 608.5] an withof114" in dimension. Continuously operated mechanical exhaust ventilation at a rate 84. Trusses must be designed by a registered design professional, in accordance manufactures recommendations for density&coverage. Provide vent baffles asof1cuft. per minute for each 50 sqfeet of crawl space maybe used. [R408.1] 55, not usedP with ANSIITPLI standards. [R802,102] 128. Hose bibs must be protected by an approved non-removable type backflow required &insulate&weather-strip attic access door.
13. Foundation drains shall be provided around all concrete or masonry foundations 56. Place a vapor barrier of tyvek or equal over all exterior walls. [R703.2] 85. Truss bracing must be provided to prevent lateral rotation and provide lateral prevention device, [UPC 603.4.7]that retain earth and enclose habitable or usable spaces located below grade. 173. All Gas Combustion Appliances, Except Stoves&Cloths Dryers,To Have
Drainage tiles,gravel or crushed stone drains, perforated pipe and other approved 57. Top Plate: Exterior wood stud walls must be capped with a double top plate stability in accordance with the individual truss design drawings. [R802.10.3]
installed toprovide overlapping at129. Water heaters must be anchored or strapped in the upper and lower third of the Combustion Air Ducted Directly To Them.
materials must discharge by gravity or mechanical means to an approved drainage pp' g corners and intersections with bearing partitions. 86. Truss members must not be cut, notched,drilled, spliced, or otherwise altered in tank to resist horizontal displacement due to earthquake motion. A distance of 4 inchessystem. (r405.1]End joints must be offset at least 24 inches. [R602.3.2]. Exception: advanced framing any way without the approval of a registered design professional.Addition of loadsshallbeallowedwithonetopplate, provided allprovisions of stud, rafter,joist, and must be provided between the lower strap and the controls, [P2801.8] 174. Provide programmable thermostats to all heating systems.14. Vapor Barrier: Cover ground at crawl space with min. 6 mil black colored, that exceed the design load for the truss will not be permitted without verification that
moisture barrier, laps to be 12" min. and sealed, and ends to extend up foundation truss locations are aligned per[R602.3.2 exception]. the truss is capable of supporting such additional loading. [R802.10.4] 130. Water Heater Pan: When a water heater is located where water damage may
walls a min. 12", occur from a leaking water heater, a watertight pan must be installed beneath with a Supplemental EnergyNotes58. Notches:Any stud in an exterior wall or bearing partition may be cut or notched minimum 314"drain to outside of building. [P2801.6] ppemen
15. Damp-proofing: Foundation walls enclosing basements below finished grade to a depth not exceeding 25 percent of its width. Studs in non bearing partitions may
must be damp-proofed from the top of the footing to the finished grade,be notched to a depth not to exceed 40 percent of a single stud width.Any stud may Safety 130b. All electric water heaters in unheated spaces on concrete floors shall have a
be bored or drilled, provided that the diameter of the resulting hole is no greater than R10 incompressible surface under unit.
R Value and U-Value Minimums for zone 4c: 9878 Registered
16. Yard piping for water service shall be at least 12 inches below grade. Wafer ARCHITECT40percentofthestudwidth,the edge of the hole is no closer than 5/8 inch to the Fenestration U-Value: 0.30pipesmaynotrunorbelaidinthesametrenchasthebuildingsewerordrainageedgeofthestud, and the hole is not located in the same section as a cut or notch. J
unless both of the following conditions are met: R602.6] General Requirements 131. Seal:All plumbing fixtures, including toilets, must be caulked or sealed at their SGHC: 0.40 Michae G.Underwood
a. The bottom of the water pipe, at all joints, shall be at least 12 inches above base. [UPC 407.2] Skylight U Value: 0.50 State of Washington
the top of the sewer line. Drilling: 1. A stud may be bored to a diameter not exceeding 60 percent of its width, 101. Address: Every building must have its address plainly legible and visible from Window U-Value: 0.30
b. The water pipe shall be laced on a solid shelf excavated at side of the 132. Freeze Protection: All water lines to be protected from freezing. If water lines Exterior Door(w/glazing): 0.30 ex . 09/22/19PPPprovidedthatsuchstudslocatedinexteriorwallsorbearingpartitionsaredoubledthestreet. Numbers shall be minimum of 4 inches high with a minimum stroke width P 9 P
common trench with a minimum horizontal distance of 12" from the sewer or drain. of 1/2 inch. R are not located completely between heated space and insulation provide insulation as Ceiling (attic): R49andthatnotmorethantwosuccessivestudsarebored. 319.1] P y p
Ceiling (attic w/adv.framing):P2604.3] 2. Approved stud shoes may be used when installed in accordance with the Egress: Basements, habitable attics and every sleeping room must
required to assure pipes are protected from freezing.
Ext. Wall: R21
R38
102. Emergency Revised Permit Setmanufacturer's recommendations. have at least one openable window or exterior door approved for emergency egress 133. All water pipes to be insulated to a min of R-3. A circulation system to provide Floor(over unheated space): R30ConcreteAndReinforcing3. Provide metal nail plates in all locations where plumbing or wiring comes or rescue. Windows must have a minimum open area of 5.7 square feet(5.0 square hot water to all fixtures requiring hot water is MANDITORY.The pump shall be Floor(unheated slab): R10 and 24" at perimeter horizontal or vertical at stem.within 1 1/4" of the edge of any stud. [R602.6.1] feet if on the ground level), minimum net clear opening height of 24 inches and a capable of turning off when the desired temperature is reached and demand is nill. Floor(heated slab): R10 under entire slab21. Footing top surfaces must be level. Footings shall be stepped when necessary minimum net clear opening width of 20 inches. Finished opening may not be more Below grade walls:R10 Rigid at exterior of stem wall or,
Project name:
to change the top surface of a footing or where the bottom surface of a footing 59. Fire Blocking shall be provided to cut of concealed draft openings(both vertical than 44 inches above the floor. [R310]R15 Rigid at interior of stem wall or,Ott Residenceexceedsa10%slope. [R403.1.5] and horizontal) and to form an effective fire barrier between stories, and between a top Mechanical R 21 at 2x6 framing on interior of stem wall w/1"thermal breakstoryandtheroofspace. [R602.8]and [R302.11] 103. Carbon Monoxide Detectors: Install an alarm outside each sleeping area per between stem wall and framing. Interior22. Sleeves shall be provided to protect all piping through concrete and masonry R315.
walls. [UPC 313.10.1]Install fire blocking at: 104. Smoke Detectors:When work is performed that requires a permit,or when a 141. Approval: No mechanical system or equipment note: Additional energy efficient features are required. Remodel1. Concealed spaces of stud walls and partitions, including furred spaces and eP y
official,R
t11. code may be nY Y q
sleeping room is created, the entire building must be provided with smoke alarms. A connected to fuel source until approved bythe buildingofficial, R111.1 1, small dwelling unit: 1.5 credits required.23. All footings to beplaced on firm inorganic, undisturbed soil of 1500psf min parallel row of studs or staggered studs as follows: PP 199min) smoke alarm must be installed in each sleeping room and outside the sleeping room 2. medium dwelling unit: 3.5 credits required.bearingcapacity and to extend a min. of 18" below finishedgrade. Tie wall vertical a. vertically at the ceiling and floor levels. 142. Testing:Gas piping must be tested at a minimumpressure of 3psi. Gauges Project address:P ty area in the immediate vicinity, There must be at least one smoke alarm on every floor 9 P P 9 9 3, large dwelling unit: 4.5 credits required.reinforcingsteel to continuous footingsteel.All reinforcingsteel belowgrade to have b. horizontally at intervals not exceeding 10 feet. used for testing must have an upper range of not more than 1.5 times the testinstalel.
ed
smoke alarmstanmust oe hardwiredn and ietdoor of a
Smoke[ alarm14] shall be additions <500 sf: 0.5 credits required. 05 Longviewa3" in embedment, lapall rebar splices and corners 30 bar diameters. Unless 2. All interconnections between concealed vertical and horizontal spaces such installed not less than 3 feet horizontally from the door of a bathroom[R314] see IRCppressure. [IRC G2417.4.1]
otherwise noted on plans. as occur at soffits, drop ceilings, and cove ceilings, for building alteration exceptions. 143. Equipment in Garages: Gas appliances generating a glow, spark or flame3• Concealed spaces between stair stringers at the top and bottom of the run. capable of igniting flammable vapors may be installed in a garage, provided the pilots, Ave
Girders And Joists 4. Openings around vents,pipes, and ducts at ceiling and floor level, with an 105. Guards must be installed when a floor or grade is 30 inches or more above an burners, heating elements and switches are elevated at least 18 inches above the Electricalapprovedmaterialtoresistthefreepassageofflameandproductsofadjacentfloororgradethatiswithin36incheshorizontallyfromtheedgeofthefloor. [IRC M1307.3]31. Wood joists closer than 18"or wood girders closer than 12"to the ground, must combustion, walking surface. Guards must be a minimum of 36 inches in height. Open guards Project: 1105 Longview Avebeoftreatedwoodorwoodofnaturalresistancetodecay. [R317.1(1)] 5. Site built chimneys and fireplaces,fire blocking must be a minimum of 1 must have intermediated rails or ornamental pattern such that a sphere 4 inches in 144. Clothes dryers ducts must be smooth metal and terminate outside the building, 181. Electrical outlets shown on the plans are those required for convenience only,
9
inch thick and supported on metal strips or metal lath. R1003,19 diameter cannotpass through, except at the toe triangle where 6" is allowed,or at Screens shall not be installed at the duct termination. Ducts may not be connected or Issue Date: 11/20/2019pPPJ9P9installedwithsheetmetalscrews. Maximum duct length is 35 feet.The maximum provide all outlets as required by the national electric code &provide required hookups
32. All wood in contact with concrete, masonryor earth must bepressure treated
6, Cornices of a two-family dwelling at the line of dwelling unit separation. stairway guards where 4 3/8 inches is allowed. [R312] 9 for all appliances and equipment. Provide recessed meter base. Provide GFI &WPlengthmustbereduced2.5 feet for each 45 degree bend and 5 feet for each 90 protection where required by code.Revisionswoodorfoundationgradecedarorredwood, and marked by an approved agency. 106. Garage Separation: Garages must be separated from a residence and attic degree bend. [IRC m 1501.11 m 1502] Cut ends of treated posts must be re treated or be provided with protection from 60. Headers:All openings in bearing and exterior walls are to be provided with a
space with not less than 1/2"drywall on the garage side. If there is residential space 182. Lighting 75%of permanentlyinstalled lamps shall be high-efficiency lamps. R404.1.1 No. Date Description
contact with concrete. [R317]header as indicated on plan or plan legend. p g p 145. Exhaust Fans: Bathroom, laundry rooms, kitchens and similar rooms must be 9 9 9 Y P [ 1
above the garage,the ceiling must have 5/8"type-x drywall and all supporting walls vented by an exhaust fan. Duct must terminate outside the building and be not less
33. Pressure treated wood shall be used for those portions of wood members which 61. Stud partitions containing plumbing, heating,or other pipes shall be so framed and must have 1/2"drywall. [Table R302.6] than 3 feet from any opening into the building. [IRC M1506]
form the structural support of buildings, balconies, porches,etc.,when such the joist underneath so spaced as to give proper clearance for the piping. Where a
members are exposed to the weather without adequate protection from a roof,eave,partition containing such piping runs parallel to the floor joists,the joists underneath 107, Garage Door: Any door between a garage and a residence must be either a 1-3/8" 146. Exhaust Fan Rating: Kitchen exhaust fans must be 100 cfm minimum.
overhangor other covering. members mayincludegirders,joist and decking, suchpartition shall be doubled and spaced topermit passage of such pipes and shall wood or metal door, or a 20-minute rated door equipped with self-closing device. Bathroom exhaust fans must be 50 cfm minimum. [IRC Table M1507.499PPgpP1
posts, poles and columns. [R317] be bridged.Where plumbing, heating or other pipes are placed in or partly in a
r302.5.1]
E partition, necessitating the cutting of soles or plates, a metal tie not less than 1/8"thick 108. Garage Floor: The floor surface in a garage must be an approved non- 147. Water heaters:Appliances located in garages shall be elevated at least 18"
0 34. Ends of girders entering concrete or masonry walls shall be provided with a min.1 1/2"wide shall be fastened to the plate across and to each side of the opening combustible material and sloped toward the garage door or floor drain. [R309.1) above garage floor, [P2801.7]
air space of 1/2" at tops,sides, &ends. [R317] with not less than 4-16d nails.
109. Showers must have a nonabsorbent wall covering extended to 72 inches 148. Electric resistance zone heating: one mini-split heat pump must be installed in
35. Post Connection: Provide a positive connection between the post support&post Floor above drain inlet with water-resistant backing. [R307.2] the largest space.Residential General Notesandbetweenthepostandthebeamsufficienttoensureagainstupliftandlateral71. Joists framing into the side of a wood girder shall be supported by framing 110. Furnace shall be installed to have a min total clearance of 12" @ sides with a 2015 IRCdisplacement.
anchors of the required finish and type. [R502.6.2]min clearance of 3" along sides,top, & back. If placed in a garage,set unit on a General Notes836. Deck Materials: Structural exterior posts,girders,joists and decking to be cedar platform to provide a minimum of 18" height above garage floor. [IRC M1305.1.1] updated 6120/16
o or treated material. 72. not used
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General Notes SPI1/4" = 1'-0" 0
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