HomeMy WebLinkAbout1108-0318- PLAN REVIEW RECORD-CORRECTION LIST2-
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NOTE: Entries to This Plan Review Record that, ?: a field check or inspection of the installation must be coordinate;' — "1he inspection phase (R109) of the Project.
BUILDING PLANNING (Chapter 3)
LOCAL DESIGN CRITERIA (Table R301.2(1) unless Weathering area —
noted otherwise) Frost line depth
Floor live load (Table R301.5) psf
Roof live load (Table R301.6) .3 0 psf
Ground snow load Al 10 psf
Basic wind speed (y0 mph
Wind exposure category (R301- 2.1.4) C
High wind design criteria applicable
R301.2.1.1) re S
Seismic design category (SDC) /
Figure R301.2(2)]
SDC C&D provisions (R301.2.2) N/ N
ROOM PLANNING REQUIREMENTS (R303 throu
Use ft2 Width
7'-0"
Average
ceilin
T—VPAreang120
Ding 70 T-0" T-0"
Kitchen N.A. N.A. T-0"
Bedroom 70 7'-0" 7'-0"
Bathroom N.A. N.A T-0"
e'VTermite area -
Decay area Al 1.4
Winter design temperature
Z/
Ice barrier underlayment required a /
Flood hazards N 1 4
EXTERIOR WALL LOCATION (R302)
1-hour rating for exterior walls located less
than 5 feet from lot line (R302.1, Table
R302.1)
A10 Exterior wall openings/penetrations and pro-
jections (R302.1, Table R302.1)
Natural'
5'-0" 8°/a floor area 4% floor area
5'-0" 8% floor area 4% floor area
5'-0" 8% floor area 4% floor area
5'-0" 8% floor area 4% floor area
5'-0"t 3 square feet 1 11/2 square feet
See Sections R303.1 & R303.3 for mechanical ventilation and artificial light
t 6'-6" miny er plumbing fixtures.
t/ Required heating (R303.8)
SANITATION (R306 and R307)
V Water closet
avatory
5Xub or shower
VKitchen area with sink
1, fA Sanitary sewer (Chapter 30)
Private disposal (Appendix 1)
GLAZING (R308)
LN Identification (R308.1)
A., /,# Louvered windows or jalousies (R308.2)
tiSP Human impact loads/hazardous'locations
R308.3/R308.4)
Skylights and sloped glazing (R308.6)
GARAG AND CARPORTS (R309)
No opening between garage and sleeping
room (R309.1)
t2l/ Opening protection (garage to residence); doors, 20-minute fire -rated13/e" solid wood
doors (R309.1)
Penetrations (R309.1.1, R309.1.2)
fN- Garage -dwelling separation;'/Z' gypsum
board on garage side, except 1/e" Type X re-
quired below habitable rooms (R309.2)
3-
r/ Floor surface noncombustible; sloped floor
R309.3)
Carport: open two sides; noncombustible
floors; sloped floor (R309.4)
EGRESS (R310 - R312)
Basement and sleeping room window for
emergency escape: opening 5.7 square feet
grade floor, 5 square feet), 24" net clear
height, 20" net clear width; maximum sill
height = 441' (R310.1- R310.1.4)
li/f 4 Window wells (R310.2)
L1' % Exit balconies (R311.2.1)
Exit access or hallway ? 3' (R311.3)
CX One exit from each dwelling unit (R311.4.1)
Exit door_ (3'0" x 6'8".) (R311.4.2)
Landings for doors (R311.4.3)
Stairways; minimum width = 3'0"; maximum
stair rise = 7314"; minimum tread =10" with
3/4"-11/4' nosing; minimum headroom = 6'8"
R311.5)
v/ Landings for stairways; minimum dimension
Special stairways (R311.5.8)
6L /, Ramp slope (1:12 maximum) (R311.6)
Ramp landing, minimum 3' x 3' (R311.6.2)
A'% /•4 Ramp handrails; one required if slope > 1:12
R311.6.3)
BUILDING PLANNING (cont'd.)
EGRESS (cont'd.)
MV Under stair protection (R311.2.2)
Handrails; required on one side of stair, hand-
rail height = 34 to 38 , Type I or Type II grip
R311.5.6 - R311.5.6.3)
Stairway illumination (R303.6, R311.5.7)
r/
1' Guards: required for porches, balconies,
ramps, open sides of stairs, or raised floor
surfaces > 301, above floor; 34"-36" minimum
guard height (R312.1)
y/ Opening limitations (R312.2)
SMOKE LARMS (R313)
Location and interconnection (R313.2)
Power source (R313.3)
FOAM PLASTIC (R314)
N-- Labeling (R314.2)
Surface burning, thermal barrier, specific ap-
proval (R314.3 - R314.6)
WAL LAAND CEILING FINISH (R315)
Flame spread (R315.1)
Smoke -developed index (R315.2)
INSULATION (R316)
Flame spread (R316.1)
Smoke -developed index (R316.1)
AIJA Attic (R316.4)
MATERIALS (R402)
DWELLING UNITSEil (R317)
Two-family dwellings: 1-hour fire -resistance
rating (R317.1)
Supporting construction (R317.1.1)
Townhouse: 2 hour exception (R317.2)
Continuity (R317.2.1)
Townhouse parapet (R317.2.2)
Townhouse structural independence (R317.2.4)
Rated penetrations (R317.3)
MOISTURE VAPOR RETARDERS (R318)
eA Required (R318.1)
DECAY D TERMITE AREAS (R319 and R320)
Protection required (Table R301.2(1), R319.1,
R320.1)
O d 1 Quality mark (R319.2 and R320.1.1)
SITE ADDRESS (R321)
f&/fo Premises identification (R321.1)
ACCESSI LITY (R322)
Accessible dwelling units applicable (R322.1)
ELEVATO S/PLATFORM LIFTS (R323) 7Referenced standards
FLOOD -RESISTANT CONSTRUCTION (R324)
General (R324.1)
Hazard area and elevation requirements
R324.2 and R324.3)
Design professional (R324.3.6)
FOUNDATIONS (Chapter 4)
Wood foundations (R402.1)
Concrete, compressive strength (R402.2)
FOOTINN (R403)
Soil bearing value (R401.4, R403.1)
ooling width (see page 5)
o' Footing edge thickness = 6" minimum; footing
projection = 2" minimum, but :g' footing thick-
ness (R403.1.1)
Footings in SDC C or D (R403.1.2, R403.1.3
and R403.1.6.1)
Depth below (outside) grade = 12" minimum;
but below frost line except for frost protected
footings.(R403.1.4, R403.1.4.1 and
R403.1.4.2)
4-
Sill plate bolting in concrete/masonry ='/q" di-
ameter bolts or as required for unbalanced fill
within 12" but not less than 7 bolt diameters
from corner, 7" embedment (R403.1.6, Table
R404.1(2))
j N W Footings adjacent to slopes (R403.1.7) .
4 Frost protected shallow foundations (R403.3)
FOUN9'i4TION WALLS (R404 - R406)
Top reactions, support, anchor bolt spacing
Taables R404.1(1) and R404.1(2)]
d Masonry and concrete foundation walls
R404.1.1, R404.1.2)
a r.A` SDC D provisions (R404.1.4)
Maximum wall height [Tables R404.1(1) -
R404.1(3) and Tables R404.1.1(1) -
R404.1.1(5)]
FOUNDATIONS (cont'd.)
TABLE R403.1
MINIMUM WIDTH OF CONCRETE OR MASONRY FO
LOAD -BEARING VALUE OF SOIL (psi)
1,5 00 2,0001 3,000 4 000
conventional li
1-story _
2-story
3-story
ht-frame construction
12
15
23
12
12
17
12
12
12
12
12
12
eneer over light frame or B-Inch hallow
1-story 12
21
concrete mason
12 12
E121612 1232241512
r full routedmason 16
42
1229
12
12 21
14 12 32
21 16 3-
story For
SI: 1 inch = 25.4 mm. 1 pound per square toot = 0.04 ra kra a.
Where minimum fooling width is 12 inches, a single wythe of solid or fully grouted 12-inch nominal concrete masonry units is permitted. FOUNDA
ION WALLS (cont'd.) COLUMNS (R407) Maximum
unbalanced fill height (Tables %v (
A Protection from decay or corrosion (R407.1 and R404
1 3 and Tables R404.1.111) - R407.2) R404.
1111- . ( ) R404.
1.1(5)j Minimum
nominal wall thicknesabl es 1 - R404.
1(1) - R404.1(3) and Tables.1 ( ) R404.1.
1(5)] 0/ Reinforcement
size and spacing (Tables R404.1.
1(2) - R404.1.1(5)) - Height above
finished grade (R404.1.6) Sill plate
size (R404.3) N 0
Insulating concrete forms (ICF) (R404.4) Drains required
if habitable or usable spaces are below
grade (R405) y Soil
class (Table R405.1) A. Dampproofing
if basements are below grade" . R406.1)
Waterproofing if
high water table" (R406.2) P(A
Structural requirements (R407.3) N 11
Anchorage (R407.3) v (4-
Wood columns (minimum 4" square) (R407.3) Steel columns (
minimum 3" diameter, standard weight) (R407.
3) UNDER -FLOOR
SPACE (R408) Ventilation (R408.
1 and R408.2) Unvented crawl
space (R408.3) Access (R408.
4) Removal of
debris (R408.5) Finished grade (
R408.6) Flood resistance (
R408.7) If uninhabitable,
see under -floor space (R408) FLOORS (Chapter
5) WOOD JOISTS .
AND GIRDERS (R502) _ Bearing (1.5" minimum on wood or metal; 3" on masonry or
concrete) and lapped joists (3") Species and
grade 0502.1) (R502.6, R502.6.1) Joists - Sleepin
areas, LL = 30 psf Table R502.
3.1(M Joists - Nonsleepping
areas, LL = 40 psf Table R502.
3.1(2)] Cantilevered joists (
Tables R502.3.3(1) and R502.3.
3(2)) Girder spans
and header sppans for exterior bearing walls (
Table R502.5(1)) Girder spans
and header sppans for interior bearing walls [
Table R502.5(2)] Joists under
bearing partitions (R502.4) 5- Lateral
restraint
and bridging (R502.7, R502.7.
1) Drilling and
notching (R502.8) Fastening (R502.
9) Framing of
openings (R502.10) Wood trusses (
R502.11) Draftstopping (R502.
12)
FLOORS (cont'd.)
STEEL FLOOR FRAMING (R505) LUMBER FLOOR SHEATHING (R503.1)
Allowable span (Table R503.1)
End joints (R503.1.1)
WOOD STRUCTURAL PANEL SHEATHING (R503.2)
Grade (R503.2.1)
Thickness (R503.2.1)_
Allowable spans (Tables R503.2.1.1(1) and
R503.2.1.1(2)]
Installation [Table 602.3(1)]
PARTICLEBOARD UNDERLAYMENT (R503.3)
Grade (R503.3.1)
Thickness (R503.3.2)
Installation [Table R602.3(1)]
TREATED -WOOD FLOORS (ON GROUND) (R504)
Base course: 4" thick with maximum 3/4"
gravel or crushed stone (R504.2.1)
Moisture barrier: placed over base course
U - (R504.2.2)
Materials (R504.3)
WALL CONSTRUCTION (Chapter 6)
Cold -formed steel; applicability limits; in -line
framing (R505.1)
Structural framing (R505.2)
Material (R505.2.1)
Identification (R505.2.2)
Corrosion protection (R505.2.3)
Fastening (R505.2.4)
Floor construction (R505.3)
GEN ER%A R601)
Design (R601.2)
Component and cladding wind loads [Table
C Ikfindows
301.2(2)]
in windbome debris regions
R301.2.1.2)
WOOD CONSTRUCTION (R602)
WOConstruction (Figures R602.3(1) and
R602.3(2)]
NWA Stud grade (R602.2)
N 1,0- Exterior walls (R602.3)
r Stud spacing (R602.3.1)
Al / 4 Interior load -bearing walls (R602.4)
3" 24" O.C. Interior nonbearing walls: 2" x at
or 2" x 4" flat at 16" o.c. (R602.5)
l - Drilling and notching — studs (R602.6)
Drilling and notching —top plate (R602.6.1)
Headers (Tables R502.5(1), R502.5(2),
R602.7.2 and Figure R602.7.21
19
CONCR TE FLOORS (ON GROUND) (R506) CO:7 Thickness: 3112" minimum; Concrete strength
R506.1)
v/ Support: prepared subgrade; maximum earth
fill = 8"; maximum sand or gravel fill = 24"
R506.2.1)
Base course: 4" graded with 2" maximum
aggregate (R506.2.2)
Vapor retarder (R506.2.3)
y l 1,11- Fireblocking (R602.8)
Cripple walls (R602.9)
Wall bracing method (R602.10.1 and
602.10.3)
Wall bracing amount and location (Table
f=i602.10.1)
Wall bracing length (R602.10.4)
SDC D (R602.10.9, R602.10.11 and R602.11)
STEEL WALL FRAMING (R603)
General (R603.1)
IA Structural framing (R603.2)
4--(- Material (R603.2.1)
1 Identification (R603.2.2)
Corrosion protection (R603.2.3)
0 r Fastening (R603.2.4)
Wall construction (R603.3)
Headers (R603.6)
Structural sheathing (R603.7)
r
VALL CONSTRUCTION (cont'd.)
SHEATHING (R604 and R605) INS N(
R61 ,, ''
ORM WALL
CONSTRUCTION
ULATING
All Wood structural panels (R604) General design (R611.1 and R611.2)
Particleboard (R605) Type of ICF wall design (R611.3 - R611.5)
MASONR CONSTRUCTION (R606 - R610) tl Construction requirements (R611.7 - R611.9)
General design (R606) CONVENTIONAL CONCRETE WALL CONSTRUCTION
SDC C and D (R606.12) R612)
Unit masonry (R607) Design basis (R612.1)
Multiple wythe masonry (R608) WINDOWS & DOORS (R613)
Grouted masonry (R609) 1!tff General; window sills; performance; testing
and labeling (R613.1- R613.4)
Glass unit masonry (R610)
WALL COVERING (Chapter 7)
INTERIOR WALL COVERING (R702)
Wood shakes and shingles (R703.5)
Plaster material (R702.2) Exterior plaster (R703.6)
L(-A
4o"' Plaster support (R702.2.1)
it-rA Stone & masonry veneer (R703.7 & Figure
R703. [);Steel angle lintels-4" minimum bear -
Gypsum board material (R702.3.1) ing each end (R703.7.3)
7 Gypsum board support, application and fas-
tening - R702.3.8)
41 (Q-- Veneer ties: 49 U.S. gage wire or #22 U.S.
gage by718" corrugated metal; 24" o.c. maxifeetR702.3.2
Ceramic tile (R702.4)
mum horizontal spacing; 2.67 square
maximum area supported (wind > 30 psf andfeet) SDC C or D, maximum area = 2 square
Other finishes (R702.5 and R702.6) R703.7.4.1)
EXTERIOR WALL COVERING (R703) Flashing (R703.7.5 and R703.8)
Water -resistive barrier (R703.2) rfi Exterior insulation finish systems (R703.9)
Wood siding (R703.3) Fiber cement siding (R703.10)
Attachment and minimum thickness (Table
R703.4)
ROOF -CEILING CONSTRUCTION Chapter 8)
Lateral support and bridging (R802.6)
GENERAL (R801)
c Design (R801.2 and R801.3)
IV S Framing of openings (R802.9)
Wood trusses (R802. L.A.
d Component and cladding wind loads (Table Roof tie -down (R802.' 2. `I
R301.2(2)]
R802 4(1) R802 4(211 4
ROOF FRAMING (R802) CEILING JOISTS [Tables ,
Fire -
retardant -treated wood (R802.1:' i Without attic storage, LL =10psf
04raming details (R802.'^1. With attic storage LL = 20psf
Rafter tie (4' o.c.) (R802.3.1) r __VX Spacing
Species
Collar ties (4' o.c., in upper third of attic)
GradeR802.3.1)
N JA Purlins (2" x 4" at 4' o.c. minimum) 40.. Span
Figure -gp, ,3,1 _ Size
N j f/ Bearing (RB02.-
IL, S p _ Cutting and notching (R802 :
Engineered wood products (R802.•1. b
7-
R" CIF -CEILING CONSTRUCTION (cont'C `
RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] STEEL ROOF FRAMING (R804)
Ground snow load/LL = 20psf
Controlling design (LL or snow)
Ceiling attached/ceiling not attached
Spacing
Species
Grade
Span
Size
H,/HR; Adjustment factor
ROOF SHEATHING (R803..
Grade
Thickness
t /P FRTW allowable stresses/grading
Allowable spans Fpble R503.2.1.1(1)]
rNfp Installation (R803.2.3)
General (R804.1)
Structural framing (R804.2)
Material (R804.2.1)
Identification (R804.2.2)
Corrosion protection (R804.2.3)
Fastening (R804.2.4)
Roof construction (R804.3)
Roof tie -down (R804.4)
ROOF VENTILATION (R806)
IVentilation requirements (R806.1, R806.2, R806.
4) ATTIC
ACCESS (13807) Access
requirements (807.1) 803
2,2 INSULATION CLEARANCE (R808) f /
Insulation requirements (R806.3, R808.1) ROOF
ASSEMBLIES (Chapter 9) ROOF
C SSIFICATION (R902) Roof
covering materials (R902.1) WEATHER
PROTECTION (R903) f
f% Flashing (R903.2) Kc/ -
4 Coping (R903.3) c/ / -
14 Roof drainage (R903.4) MATERIA
S (R904) Compatibility;
specifications; physical characteristics;
identification (R904.2 - R904.
4) REQUIREMENTS
FOR ROOF COVERINGS (R905) Asphalt
shingles (R905.2) Clay
and concrete the (R905.3) Metal
roof shingles (R905.4) Mineral -
surfaced roll roofing (R905.5) Slate
and slate -type shingles (R905.6) Wood
shingles (R905.7) Wood
shakes (R905.8) Built-
up roofs (R905.9) Metal
roof panels (R905.10) Modified
bitumen roofing (R905.11) Thermoset
single -ply roofing (R905.12) Thermoplastic
single -ply roofing (R905.13) Sprayed
polyurethane foam roofing (R905.14) Liquid -
applied coatings (R905.15) ROOF
INSULATION (R906) ti
General (R906.1) REROOFING (
R907) Materials
and methods (R907.1) Structural
support (R907.2) Recover
vs replace (R907.3) 8-
CHIT, 'XS AND FIREPLACES (Chapter 10)'`
MASONRY FIREPLACES (R1001)
Construction (Figure R1001.1 and Table
R1001.1)
SDC D reinforcing/anchorage (R1001.3 and
R1001.4)
Firebox walls -and dimensions (R1001,5 and
R1 1.6)
eel fir place its 001.5.1)
Lintel one ustible) (R1001.7)
Heart ext nsion material (R1001.9)
Hearth extension (R1001.10)
Fireplace clearance (R1001.11)
Mantel and trim (R1001.11)
Fireblocking (R1001.12)
MASONRY CHIMNEYS (R1003)
Construction (Table R1001.1, R1003.2,
R1003.3, and Figure R1001.1)
orbeling (R1003.5)
anges in dimension (R1003.6)
Spark arrestors (R1003.9.1)
Wall thickness; >_ 4" (R1003.10)
Flue lining - materiallinstallation (R1003.11 and
R1003.12)
M Itiple flues (R1003.13)
ue r a (appliance) (R1003.14)
Fluarea masonry fireplace) (R1003.15)
Inlet (R1003.16)
Cleanout opening (R1003.17)
Chimney clearance (R1003.18)
Fireblocking (R1003.19)
Chimney crickets (R1003.20)
FACTOR UILT FIREPLACES (R1004)
Labeled and listed (R1004.1)
Installation (R1004.2)
FACTO -BUILT CHIMNEYS (R1005)
Listed and labeled (R1005.1)
tr Installation (R1005.3 and R1005.4)
Additional load (R1003.8) EXTERIOR AIR SUPPLY (111006)
Termination (R1003.9)_ ( Intake size (R1006.2)
ENERGY EFFICIENCY* (Chapter 11)
Compliance; material and equipment
1101.2, N1101.3)
Climate zone (Table N1101.2)
Building envelope (N1102)
Mechanical systems (N1103)
See energy conservation plan review record
MECHANICAL (Chapters 12-23)
Appliance labeling (M1302, M1303)
f Appliance access (M1305, M1401)
jtiSP Appliance installation (M1307)
eating and cooling equipment; heatingandcoolingloadcalculations (Chapter 14)
Exhaust systems (Chapter 15)
Duct systems (Chapter 16)
tl Combustion air (Chapter 17)
N
ney and vent location and terminations
Chapter 10 and Chapter 18) 2Sp'ecial' fuel -burning equipment (Chapter 19)
Boilers/water heaters (Chapter 20)
d Hydronic piping (Chapter21)
N Special piping and storage systems (Chapter
22)
ram_ Solar systems (Chapter 23)
rA Penetrations of fire -resistance rated assem-
blies (R317.3)
FUEL GAS (Chapter 24)
fJ Application (G2401.1)
General regulations (G2404)
Appliance location (G2406)
Air requirements (G2407)
Let— 5 % -Installation G2408) - --
a- S f Clearances (G2409)
r4, S r Electrical and electrical bonding (G2410,
G2411)
r-Water service location and depth (P2603,
P2604)
l Sanitary and storm sewer location and depth
P2603, P2604)
Pipe sizing (G2413)
Piping materials (G2414)
L ni r Piping installation (G2415 and G2419)
rn+s r Piping support (G2418 and G2424)
off Valves, controls, connections (G2420, G2421
and G2422)
41 Venting (G2425 - G2428)
f tiS Misc appliances (G2423, G2429 - G2453)
Water supply and distribution system design
and calculations (Chapter 29)
Drain, waste and vent pipe sizing and riser di-
agram (P3004, P3005, Chapter 31)
6+/ f S m s and ejectors (P3007)
r, - _) / .. Piping support (Table P2605.1) u p
4- f /' Listed plastic materials (P2608) r Backwater valves (P3008)
j_
I// % y f l Fixture traps (P3201)
Plumbing fixtures (Chapter 27)
Water heater size and location (Chapter 28) ti Penetrations of fire -resistance rated assem-
blies (R317.3)
ELECTRICAL (Chapters 33-42)
lv 6* . Penetrations of fire -resistance rated assem-
blies (E3302.2)
15 f Listed and labeled materials (E3303)
f/ Service equipment and location (E3501,
E3506)
Service size and load calculations (E3502)
Feeder requirements and load calculations
E3604)
i' N S !! Wiring methods (Chapter 37)
Required lighting and receptacle outlets
E3801, E3803)
t5 / Devices and lighting fixtures (Chapter 39)
d Available fault current (E3506)
Appliance installation (Chapter 40)
Swimming pools (Chapter.41)
System grounding (E3507) , -- . Class 2 remote -control, signaling and power -lim-
ited circuits (Chapter 42)
MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E)
V11 Compliance with Appendix E verified
Provisions adopted (R102.5)
RADON CONTROL MEASURES (Appendix F)
adopted Ri02.5)
N /,-Compliance with Appendix F verified
Provisions p
10-
SWIMMIN( ~ ')OLS, SPAS -AND NOT TUBS_ (AppC:a
Provisions adopted (R102.5) Compliance with Appendix G verified
PATIO COVERS (Appendix H)
Provisions adopt d R1 2.5)
PRI ATE SEWAGE
Provisions ad ted (R102.5)
XISTING BUIL IN,GS
Compliance with Appendix H verified
POSAL (h(ppdndix 1)
NTURE
liance with Appendix I verified
STR (Appendix J)
Provisions adopted (R102.5)
Compliance with Appendix J verified
SOUND TRANSMISSION (Appendix K)
Compliance with Appendix K verified
Provisions adopted (R102.5)
0
NOTES
11-