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CONSTRUCTION TIP SHEET 11
MyBuildingPermit.com
a service of eCityGovnet Notching & Boring Framing Members
July 1,2016
This Tip Sheet reflects code requirements of the 2015 International Residential Code (IRC)
with Washington State Amendments.
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GENERAL INFORMATION:
• The intent of this Tip Sheet is to provide a general understanding of the code requirements and does _ ejtyGov.net
not address the subject in_great detail. I s.n04:-,;pan.
• Additional information can be obtained from your local participating jurisdiction.
Page 1 of 2
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909.0 Spediel Venting:for:1st:and iFixtue .
909.1 General. 'Traps: for island minks. and similar equip-
rnent shall. be rougbed.in above the floor:and .thall .be
perrnitted to be vented. by .,ettending the-vent as Nth as
possible, bit ilia less ftlan. :the .e.ailtboa.nd beiOt and then (1:52 :ram) above the floOd,level rim Of the fixtures: served.
.rettiriiihs .i.it dow-mward and cbnnectiAg it: to the Ilorizontril. .13raiinage fittings shall be :used on the vent below the flo:or
sink .drazin immediately.sdowns*ream from the vertical leVel, and a slope of tot less than. '-'4 inch per foot (20.8.
..ature drain,-The:return vent shill be -connected to the hath.. nituAti) back to the &air') shall be rriaintaited, The return
zo.ntal!drain thraugh a.wyelbranch:fitting and shall, in addi- bend used under th.e draitboard.Sholl be a on piece: liable
tion, be provided with a. foot vent. taken off the vertical or wi. assembly of a 45,47.,Lei.,n.t-e (9.,:79 ru4.a90,0jetree:(11...,57.
fixttre vent by Means of.a. wyc branch iiranediatcly below raLl.), and a 45 degre (0:79 rad) -:entiow in the order,-named.
the floor and extending t the nearest partition and then, :Pipe 461°4.s-1Jan.be is: elsewhere :rqviired in this seode The -..
through the roof to the,open dir, or shall be permitted to be. it.thd tiink draiH4pstreaut of the retutmed vertt ,stlall serve
connected to other vents at a point mit less than. 6 inches to .other fixtres An aeoes.sibie eleanoot*bail :be ingteled
in the vertical.:.par.tion of the fr.w.)t vent
2015 UNEFORM PLUMBING CODE
Top Plate Connection
Top plates to overlap at corners and partition walls per IRC R602.3.2. 3" X 8" X
0.036" Steel plate connector may be substituted per table R602.3.2
Wood frame bearing wall-top plate T(ikk..---"--.'.ef-
conrrec Lion F INTERSECTING INTERIOR
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TABLE R602.3.2
SINGLE TOP-PLATE SPLICE CONNECTION DETAILS
TOP-PLATE SPLICE LOCATION
CONDITION Corners and intersecting walls Butt joints in straight walls
Splice plate size Minimum nails Splice plate size Minimum nails
each side of joint each side of joint
Structures in SDC A-C: and in SDC 3' x 6" x 0.036" 3' x 12" x 0.036"
(6) 8d box (12) 8d box
Do. DI and D, with braced wall line galvanized steel plate (1i/� x 0.I 13") nails galvanized steel plate (�I/,•. x 0.113' ) nails
spacing less than 25 feet or equivalent or equivalent
Structures in SDC D,,. DI and D . with 3" x 8" by 0.036" 3' x 16" x 0.036"
(9) 8d box (18) 8d box
braced wall line spacing greater than galvanized steel plate 71 galvanized steel plate 71 ,
or equal to 25 feet or equivalent (- �� x 0.1 1_�') nails or equivalent �- �� x 0.11� ) nails
For SI: 1 inch=25.4 mm, I foot =304.8 mm.
Stair landings
If a run of stairs lands on a landing, that framing shall be supported by posts within the
wall or supporting wall beneath the landing. The 2X8 at the edge of the landing shown
below should have been run long into the wall cavity with posts below it. If the design
precludes posts, an engineered design for the landing is required.
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Maintaining and improving the quality of life reflecting community expectations through a focus on public participation and employees-mayor-
council teamwork.
r , PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
4 CMailing Address: P. a Box 547, Anacortes, WA 98221
Office Location: 904 6th Street, Anacortes WA 98821
Phone: (360) 293-1901
Plan Review Legend - 2015 International Residential Code
This Plan Review Legend has been developed and is being used by City of Anacortes Planning, Community, and Economic Development
effective July 1, 2018, in an effort to standardize common corrections and speed review of your application. If you have any questions
please contact the Plans Examiner who completed your review. We are also interested in any comments you have to improve this
Legend. Review code section for all details and requirements.
Ref. # Code Subject
1. GENERAL:
1.1 R302.5.1 Door: 1-3/8" thick solid wood or 20-minute fire-rated or approved alternative. w/ self closing device.
1.2 R302.7 Enclosed accessible space under stairs to he protected with 1/2-inch gypsum board.
1.3 R302.11 Fire blocking. See entire code section for all locations.
1.4 R303.7 Stairway lighting: switch at top & bottom. 1 Ft. candle at landing and treads.
1.5 R305.1 Ceiling height above bathroom and toilet room fixtures shall be such that the fixture is capable of being used. A shower.
Exception 2 or tub equipped with showerhead. shall have 6ft 8inch minimum at 30inch by 30inch area at showerhead.
1.6 R308.4 Safety glass (Tempered Glaring) See entire code section for all locations.
1.7 R309.1 Garage slab to slope toward Garage door.
1.8 R310 Escape & rescue opening to be min. 24- high. min. 20- wide, min. 5.7 sq ft and max. 44" from sill to finished floor. Must
meet all four requirements.
1.9 R311.7 Stairways: 36- min. wide. 6'8" min. headroom at all parts of stairway & landings.
1.10 R311.7.5 Risers 7 3/" Max. Runs 10" Min (nosing to nosing). cannot vary more the 3/8" from smallest to largest (R311.7.5.3 for
nosing configuration requirements).
1 .11 R311.7.8 Handrails per IRC - 34" to 38" in height. continuous. (R311.7.7.3 grip size requirements).
1.12 R311.7.5.2.1 Winders: Minimum tread of 6" on winders at any point, with minimum tread of 10" 12" away. not to vary more than
3/8" from the largest to the 6 smallest. See Code.
1.13 R312 Guards per IRC - 36" height min, so that a 4" sphere cannot pass thru. Handrails and guards shall be designed to resist a
concentrated load of 200 pounds. Intermediate rails and cables. balusters and panel fillers shall be designed to resist a
concentrated load of 50 pounds. IBC 1607.8.12
1.14 R314 Smoke Detector- hardwired and inter-connected with battery back up.
1.15 R315 Carbon Monoxide Alarms - within immediate vicinity of bedrooms and inside bedrooms w/ fireplaces.
1.16 R317.1 PT wood or naturally resist decay when exposed to weather, grade or concrete (typical).
1.17 R317.1 Clearance from exposed earth to untreated wood plate is 8"and 6" to untreated siding. typ.
1.18 R317.3.1 Fasteners for PT wood to be hot dip galvanized_ stainless steel. silicone bronze or copper.
1.19 R3122 Window fall protection required at operable window opening located less than 24 inches above finished floor and greater
than 72 inches above finished grade or other surface below on exterior.
1.20 Table R302.6 Separation: GAR/SFR 1/" GWB: GAR/habitable above 5/8" type X GWB @lid & 1%'' GWB @walls & supporting
members: Garage within 3ft of residence on same lot 1/2" GWB.
302.3/302.2 2 family dwellings- 1 hr rated assembly. Townhomes 2 hr or, 1 hr combined with sprinklers.
1.21 Welding to be WABO certified or special inspection required.
2. FOUNDATIONS:
2.1 R401.3 Exterior grade to slope away from building 6" in 10' or design drainage.
2.2 R402.2 3.000 lbs. concrete at slabs and weather exposed concrete.
2.3 R403.1.3 #4 vert. rebar (a` 48"o.c. with standard hook tied into footing and min 14" into stem wall.
2.4 R404.1.3.2 Foundation walls retaining more then 4' feet require grade 60 minimum reinforcement and laterally supported at top and
bottom.
2.5 R408.1 6-mil black polyethylene vapor retarder in crawl space. (State Amendment)
2.6 R408.1 Minimum net area of ventilation openings shall not be less than 1 sq.ft. for each 300 sq_ft. of under floor area. (State
Amendment)
2.7 R408.4 Crawl access min 18x24. Insulate and weather strip when in house. WSEC 402.2.4
City of Anacortes 1904 6th ST, Anacortes, WA 98221 1360-293-1901 I buildingperrnit@cityofanacortes.org I www.anacorteswa.gov
Plan Review Legend
Ref. # Code Subject
3. FLOORS:
3.1 R502.7/802.8 Floor joists, ceiling joist and rafters to be blocked at ends. intermediate supports, bearing points.
3.2 R507.2.4 amend. Where decks are supported by attachment to an exterior wall. they shall he positively anchored with hold downs.
R507.2.3 (1) , (2) Either (2) 15004 allowable stress design capacity OR (4) 750# allowable stress design.
3.3 R302.13 Floor assemblies. not required else where in this code, shall be provided with 1/2 inch GWB or 5/8 inch wood
structural panel. or equivalent. on the underside of the floor framing members.
3.4 R502.8.2 Altering engineered products is prohibited unless an additional engineered design is approved.
3.5 RI06.1.2 Provide 1 joist manufacturer's layout and installation instructions at underfloor and framing inspections.
4. WALLS:
4.1 R602.11.1 Anchor bolt washers (3"x3"xl/4" sq. ) hot dipped galvanized if wi P.T. wood .
4.2 R602.10.8.2 Provide connection between top of BWP and roof sheathing.
4.3 ICC 17.03.180S Eaves 18" maximum into setback area.
Table R302.1(1) 1-hour fire resistant construction on the underside if in 5. foot setback area.
4.4 R703.8 Veneer to meet Chapter 7 of the IRC.
4.5 R703.4 Flashing per R703.4 (windows, doors. chimneys. deck ledgers).
4.6 R602.10.4.1 Continuous sheathed lateral design may not be combined/mixed with intermittent braced wall methods between wall
lines in D 1 seismic zones per R602.10.4.1.
5. ROOFS:
5.1 R802.10.1 Truss engineering specifications onsite for framing inspection.
5.2 R802.11 Trusses to have uplift connection per Table R802.11
5.3 R806 Roof ventilation per IRC.
5.4 R807 22" X 30" attic access. (Insulate and weather strip WSEC R402.2.4)
5.5 Table R905.1.1(2) Underlayment application: 2 layers 15 lbs. felt on 2:12-4:12 roof pitch
5.6 R905.2.8.5 A drip edge shall be provided at eaves and gables of asphalt shingles roofs.
6. PLUMBING AND MECHANICAL:
6.1 UPC 408.9 Shower head should not discharge at entrance.
6.2 UPC 807.3 Air gap at dishwasher.
6.3 UPC 909 Island sink venting to meet UPC 909.
6.4 IRC Chapter 13 Inserts, Stoves. Fireplaces: listed appliances installed per manufacturers specifications. combustion air or direct vent.
glass or metal doors.
6.5 UPC-507.2.608.5. Hot Water Tank: Seismic straps at upper and lower 1/3's of tank: Pressure Relief Valve to outside; Water Tight Pan
508.4; M1307.3. to outside: 18" from ignition source to finished floor in garages; Combustion air for gas. propane & non-direct vent;
G2407:
6.6 ISPSC 305.1 Pool / Hot Tub -barrier or safety cover which complies with ASTM F1376
6.7 M 1307.3.1 Bollard (2.000 lbs. load) for mechanical or plumbing equipment. Design IBC 1607.7.3 g
6.8 M 2427.10.2.2 Vent connectors in unconditioned spaces to be Type B or Type L or listed w/ equivalent insulation.
7. ENERGY & VENTILATION:
7.1 WSEC R403.3.1 Duct insulation R-8. Ducts w/in concrete/ground insulated to R-10 designed for below grade.
7.2 WSEC R403.3.2 & Ducts. air handlers, and filter boxes shall be sealed. Additional duct requirements M1601.4 Duct testing
R403.3.3 required.
7.3 M1507.4 50cfm min bathroom. 100cfm min kitchens, vented to the outside (Table M1507.4)
7.4 M1507.3.4.1 Whole house fan (prescriptive sizing per Table M1507.3.3 (1)).
7.5 M1507.3.4.4 Individual outdoor air inlets or operable windows with an openable area not less than 4 sq. in. net free area for each
10 cfm of outdoor air required by Table M 1507.3.3(1) .in each habitable room.
7.6 WSEC R402.4 Provide air leakage test. Provide the completed passing test result certificate to the Bldg Dept.
7.7 WSEC 403.1 Provide at least one programmable thermostat for the primary space conditioning system and one programmable
thermostat for each additional system.
7.8 WSEC R403.5.3 Insulate hot water pipe. both within & outside of conditioned space. shall have a minimum R-3.
UPC 312.6amend Hot and cold water pipe in unconditioned space shall have a minimum R-3 insulation.
Maintaining and improving the quality of life reflecting community e..pectationr through a focus on public participation and employees-mayor-council teamwork.
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