HomeMy WebLinkAboutPLAN REVIEW RECORDCORRECTION LIST... . _.
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NOTE: Entries to this Plan Review Record that c^;^ '` afield check or inspection off he, installation must be coordinaled ""`"- `z inspection phase (R1t19) of the pro)eLl.
.BUILDING PLANNING (Chapter 3) /
I
LOCAL DESIGN CRITERIA (Table R301.2(1) unless
noted otherwise) /
Floor live load (Table R301.5) V/
Roof live load (Table R301.6)
Ground snow load
Basic wind speed
1.4
Wind exposure category (R301.2.1.4)
High wind design criteria applicable /
.(R301.2.1.1)
Seismic design category (SDC)
[Figure R301.2(2)]
SDC C&D provisions (R301.2.2) /li
ROOM PLANNING REQUIKtlwtly t 5 rtauo tll1UU
Area I F—Average
Living -
120 T-0"
T-V
Dining
70 7'-(y"
7'-0"
Kitchen
N.A. N.A.
7'4"
Bedroom
70 7'-0"
7'-0"
Batfiroom
N.A. N.A
7`-0"
' See Sections R303.1 & R303.3 for mechanical ventilation and
t W-B" min. er plumbing fixtures.
Required heating (R303.8)
psf'
psf,
psf
SANITATI N (R306 and R307)
ater closet
Lavatory
i/ Tub or shower
itchen area with sink
Sanitary sewer (Chapter 30)
A'1-A Private disposal (Appendix i) I .
GLAZING (R308)
I
M01 Identification (R308.1)
N0 Louvered windows or jalousies (R308.!2)
I NSr Human impact loads/hazardous"locatii ns
(R308.31R308.4) i
ti% Skylights and sloped glazing (R308.6)
GARAGES AND CARPORTS (R309)
l/ No opening between garage and sleeping
/room (R309.1)
Z- Opening protection (garage to residence);
13/e solid wood doors, 20-minute fire -rated
doors (R309.1) i
Penetrations (R309.1.1, R309.1.2)
Garage -dwelling separation;'12" 0psum board on garage side, except /e Type X re-
quired below habitable rooms (R309.2)
i
Weathering area
Frost line depth
Termite area
Decay area /L—
Winter design temperature /
Ice barrier underlayment required
Flood hazards
EXTERIO ALL LOCATION (R302)
1-hour rating for exterior walls locatedless
than 5 feet from lot line (R302.1, Tab
R302.1) g
pro-
jections (R30openings/penetrations
1, Table R302. 1) ns and pro-
5'-0"
8% floor area
4% tic or area
5'-0"
8% floor area
4% floor area
514"
8% floor area
4% floor area
514"
. 8% floor area
4% floor area
5'4"t
3 square feet
111k square feet .
light /
i/ Floor surface noncombustible; sloped floor
(R309.3)
Carport: open two sides; noncombustible
floors; sloped floor (R309.4)
EGRES 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 = 44" (R310.1- R310.1.4)
/Z/L_ Window wells (R310.2)
-3-
kM
Exit balconies (R311.2.1)
Exit access or hallway >_ 3' (R311.3)
One exit from each dwelling unit (R311.4.1)
xit door?: (3'0" x 6'8".) (R311.4.2)
-
(;
Landings for doors (R311.4.3)
_
J
Stairways; minimum width = 3'0'; maximum
stair rise = 7314"; minimum tread =10" with
3/4"-1'/4" nosing; minimum headroom = 6'8"
i/
(R311.5)
Landings for stairways; minimum dimension
--
36" (R311.5.4)
i__
Special stairways (R311.5.8)
_ 9
Ramp slope (1:12 maximum) (R311.6)
1;1,1 10
Ramp landing, minimum Tx 3' (R311.6.2)
,Lr4-
Ramp handrails; one required if slope > 1:12
(R311.6.3)
BUILDING PLANNING (cont'd.)
EGRESS nt'd.)
nder stair protection (R311.2.2)
Handrails; required on one side of stair, hand-
rail height = 34" to 38'; Type I or Type 11 grip
(R311.5.6 - R311.5.6.3)
Stairway illumination (R303.6, R311.5.7)
j� Guards: required for porches, balconies,
ramps, open sides of stairs, or raised floor
uffaces > 30" above floor; 34"-36" minimum
guard height (R312.1)
Opening limitations (R312.2)
SMOKE ALARMS (R313)
+_ Location and interconnection (R313.2)
C7 Power source (R313.3)
FOAM PLASTIC (R314)
11V- o Labeling (R314.2)
ti fA Surface burning, thermal barrier, specific ap;
proval (R314.3 - R314.6)
i
WALL AND CEILING FINISH (R315)
Flame spread (R315.1)
It
r Smoke -developed index (R315.2)
INSULATION (R316)
Flame spread (R316.1)
Smoke -developed index (R316.1)
Attic (R316.4)
FOUN
MATERIALS (R402)
/L411 Wood foundations (R402.1)
Concrete, compressive strength
FOOTI S (R403)
oil bearing value (R401.4, R403.1)
DWELLING UNIT SEP� ION (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)
N� Required (R318.1)
DECAY D TERMITE AREAS (R319 and R320)
Protection required (Table R301.2(1), R319.1,
R320.1)
�_ Quality mark (R319.2 and R320.1.1)
SITE ADDRESS (R321)
/'v 9 Premises identification (R321.1)
ACCESSI ILITY (R322)
Accessible dwelling units applicable (R322.1)
ELEVATORS/PLATFORM LIFTS (R323)
- Referenced standards
FLOOD -RESISTANT CONSTRUCTION (R324)
eneral (R324.1)
zard area and elevation requirements
R324.2 and R324.3)
Design professional (R324.3.6)
TIONS (Chapter 4)
Footing width (seepage 5) �
Footing edge thickness = 6" minimum; footing
= 2" minimum, but 5 footing thick-
projection
ness (R403.1.1) .
(�
Footings in SDC C or D (R403.1.2, R403.1.3
i
and R403.1.6.1)
i
frost line exceptDeth below (outside) f or frost protected
but below
footings.(R403.1.4, R403.1.4.1 and,
R403.1.4.2) i
1-' �� Sill plate bolting in concretelmasonry ='/Z' 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))
-4-
Footings adjacent to slopes (R403.1.7) .
t � Frost protected shallow foundations (R403.3)
FOUNDATION WALLS (R404 - R406)
Top reactions, support, anchor bolt spacing
[Tables R404.1(1) and R404.1(2)]
Masonry and concrete foundation walls
(R494.1.1, R404.1.2)
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))
i
FOUNDATIONS (cont'd.)
TABLE R4o3.1
MINIMUM WIDTH OF CONCRETE OR MASONRY
LOAD -BEARING VALUE OF S
1,500 '2,000 I 3,
convenllonal li
ht-frame construction
1-storms-
12 12
2-story
15
112
3-story
23
117
4-inch brick. veneer
over light frame or 8-inch hollow
concrete masonry
1-story
12
112
2-stoy 21 116
3-story 32 124
8.1m; Ily grouted mason
1-story 16 112
2-story
29
I 21 -
3-story
42
32
For SI: 1 inch = 25.4 mm. 1 pound per square fool = o.o i f E ra
a. Where minimum footing width is 12 inches, a single wylhe of sclild or fully
grouted 112-inch
(R407nominal concre(e masonry units is permitted.
FOUNDATION WALLS (cont'd.)
Maximum unbalanced fill height [Tables Protection from decay or corrosion (R407.1 and
R404:1(1) - R404.1(3) and Tables R404.1.1(1) - R407.2 )
R404.1.1(5)] I Structural requirements (R407.3)
Minimum nominal.wall thickness [Tables
R404.1(1) - R404.1(3) and Tables R404.1
R404.1.1(5)]
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)
Insulating concrete forms (ICF) (R404.4) I
Drains required if habitable or usable spacE
are below grade (R405) I
Soil class (Table R405.1)
Dampproofing if basements are below grac
(R406.1) I
Waterproofing if high water table' (R405.2)
If uninhabitable, see under-fibor space (R408) j
& Anchorage (R407.3)
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)
N Access (R408.4)
_ Removal of debris (R408.5)
Finished grade (R408.6)
Flood resistance (R408.7)
i
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 (R502.1) I (R502.6, R502.6.1)
Joists - Sleeping areas, LL = 30 psf Lateral restraint and bridging (R502.7,
[Table R502.3.1(1)] R502.7.1)
Joists - Nonsleeping areas, LL = 41 Ipsf - Drilling and notching (R502.8)
[Table R502.3.1(2)] i
Cantilevered joists [Tables R502.3.3(1) and
R502.3.3(2)] . I
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)
I
i
-5-
Fastening (R502.9)
Framing of openings (R502.10)
Wood trusses (R502.11)
Draftstopping (R502.12)
t. I
FLOORS !(cont'd.)
LUMBER FLOOR SHEATHING (R503.1)
Allowable span (Table R503.1)
AMEnd 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) (13504)
Base course: 4" thick with maximum 3/4"
r / % gravel or'/2" crushed stone (R504.2.1)
�N I Moisture barrier: placed over base course
(R504.2.2)
Materials (R504.3)
STEEL FLOOR FRAMING (R505)
Cold -formed steel; applicability limits; in -line
I 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)
CONCR E FLOORS (ON GROUND) (R506)
v Thickness: 3'/2" minimum; Concrete strength
7Suppod:R506.1)
prepared subgrade; maximum earth
fill = 8"; maximum sand or gravel fill = 24
(R$06.2.1)
Base course: 4" graded with 2" maximum
I L/ aggregate (R506.2.2)
Vapor retarder (R506.2.3)
WALL CONSTRUCTION (Chapter 6)
GENE
(R601)
Design (R601.2) I
Component and cladding wind loads [Table
R301.2(2)]
!/
Windows in windborne debris regions
(R301.2.1.2) I
WOOD STRUCTION (R602)
Construction [Figures R602.3(1) and
R602.3(2)]
()4-
Stud grade (R602..2) j
fJI
Exterior walls (R602.3)
F/ (A-
Stud spacing (R602.3.1)
R"04"
Interior load -bearing walls (R602.4)
i
6'L 3 /
Interior nonbearing walls: 2".x 3" at 24'o.c.
or 2" x 4" flat at 16" o.c. (R602.5) i
/'v s O
Drilling and notching -- studs (R602.6)
vLr
Drilling and notching —top plate (R602.6.1)
(a i
Headers
R602 7.2[and FigurTables e R602, 2]02.5(:I
I
!LL, _
Fireblocking (R602.8)
Cripple walls (R602.9)
f
Wall bracing method (R602.10.1 and
R602.10.3)
Wall bracing amount and location (Table
--
R602.10.1)
Wall bracing length (R602.10.4)
SDC D (R602.10.9, R602.10.11 and R602.11)
STEEL WALL FRAMING (R603)
_
General (R603.1)
Structural framing (R603.2)
Material (R603.2.1)
Identification (R603.2.2)
Corrosion protection R603.2.3)
�—
Fastening (R603.2.4)
Wall construction (R603.3)
Headers (R603.6)
Structural sheathing (R603.7)
r-2
r VALL CONSTRUCTION (cont
SHEATHING (R604 and R605) i INSULATING CONCRETE FORM WALL
CONSTRUCTION (R611)
Wood structural panels (R604)
General design (R611.1 and R611:2)
Particleboard (R605) ! R6113 - R611.5)
MASONRY CONSTRUCTION (R606 - R610)
General design (R606)
F- /,d SDC C. and D (R606.12)
Unit masonry (R607)
ry A Multiple wythe masonry (R608)
Grouted masonry (R609)
n _ /A r+i. ,inif macnnn/ (R610)
WALL
INTERIOR WALL COVERING (R702)
f✓ �A Plaster material (R702.2)
/L, /)- Plaster support (R702.2.1)
Gypsum board material (R702.3.1)
Gypsum board support, application and fas-
tening .(R702.3.2 - R702.3.8)
eramic the (R702.4)
i
_ Other finishes (R702.5 and R702.6) !
EXTERIOR WALL COVERING (R703)
I
/v(.dt _ Water -resistive barrier (R703.2)
I
Wood siding (R703.3)
F- fA Attachment and minimum thickness (Table
R703.4) -
ROOF -CEILING
GENERAL (R801) j
%esign (R801.2 and R801.3)
t/ Component and cladding wind loads [Table i
R301.2(2)]
Type of ICF wall design ( .
Construction requirements (R611.7 - R611.9)
CONVENTIONAL CONCRETE WALL CONSTRUCTION
(R612)
Design basis (R612.1)
WINDOWS & DOORS (R613)
/ v l General; window sills; performance; testing
and labeling (R613.1- R613.4)
G (Chapter 7)
/v (A
Wood shakes and shingles (R703.5)
Exterior plaster (R703.6)
.L
Stone & masonry veneer (R703.7 & Figure
R703.7); Steel angle lintels-4" minimum bear-
ing each end (R703.7.3)
�✓��_
Veneer ties: #9 U.S. gage wire or#22 U.S.
gage by'/a` corrugated metal; 24" o.c. maxi-
mum horizontal spacing; 2.67 square feet
maximum area supported (wind > 30 psf and
SDC C or D, maximum area = 2 square feet)
(R703.7.4.1)
(4
Flashing (R703.7.5 and R703.8)
iv %_
Exterior insulation finish systems (R703.9)
A- (11-
Fiber cement siding (R703.10)
(Chapter 8)
Lateral support and bridging (R802.8)
jps y_ Framing of openings (R802.9)
&.-�Wood trusses (R802. 4..b..
t�,'_ Roof tie -down (R802.' 2. 9
ROOF FRAMING (11802) CEILING JOISTS [Tables R802.4(1), R802.4(2)]
i✓ o- Fire-retardant-treatedwood (R802.1;14
Without attic storage, LL =10psf
G►. (� Framing details (R802."4. 1
With attic storage LL = 20psf
Spacing
Rafter tie (4` o.c.) (R802.3. i) i Species '
ti (� Collar ties (4' o.c., in upper third of attic)' Grade
(R602.3.1)
N /o- Purlins (_2" x 4" at 4' o.c. minimum) . 11011.11 _ Span
(Figure Size
f r'f P Bearing (R802.-
ram- S -tll Cutting and notching (R802: 1. 6
I�
/ a. Engineered wood products (R802.1. b ,
-7-
A g02..2J.1
.-- -- . --R
RAFTERS [Tables R802.5.1(1) - R802.5.1(8))
Ground snow load/LL = 20psf
Controlling design (LL or snow)
Ceiling attached/ceiling not attached
Spacing
Species
Grade
Span
Size
Hc/HR; Adjustment factor
ROOF SHEATHING (R803.. �.
c� Grade
Thickness
FRTW allowable stresses/grading
Allowable spans (Table 14503.2.1.1(1)) 803..
Installation (R803.2.3)
ROOF ASS
ROOF C SSIFICATION (R902)
Roof covering materials (R902.1)
WEATHER PROTECTION (R903)
I N i / Flashing (R903.2)
/" IA Coping (R903.3)
ti (-4 Roof drainage (R903.4)
MATERIAL . (R904)
Compatibility; specifications; physical
characteristics; identification (R904.2 -
R904.4)
REQUIREMENTS FOR ROOF COVERINGS (R905)
Asphalt shingles (R905.2)
Clay and concrete file (R905.3)
Metal roof shingles (R905.4)
t? R905.5
_ Mineral -surfaced roll roofing ( )
Slate and slate -type shingles (R905.6)
F-CEILING CONSTRUCTION (cont'd
I
STEEL ROOF FRAMING (R804)
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 TILATION (R806)
_ Ventilation requirements (R806.1, R806.2,
R806.4)
ATTIC AC SS (R807)
Access requirements (807.1)
.� INSULATION CLEARANCE (R808)
Insulation requirements (R806.3, R808.1)
BLIES (Chapter 9)
,_ //
Wood shingles (R905.7)
Wood shakes (R905.8)
V
Built-up roofs (R905.9)
Metal roof panels (R905.10)
�✓ %4
Modified bitumen roofing (R905.11)
Thermoset single -ply roofing (R905.12)
0" is
Thermoplastic single -ply roofing (R905.13)
fv �_
Sprayed polyurethane foam roofing (R905.14)
G✓P`l
Liquid -applied coatings (R905.15)
-8-
ROOF INSULATION (R906)
�n General (R906.1)
REROOFING (R907)
_ Materials and methods (R907.1)
Structural support (R907.2)
Recover vs replace (R907.3)
CHlh YS AND FI
CES (Chapter 10)
MASONRY FIREPLACES (111001)
Construction (Figure R1001.1 and Table
R1001.1)
SDC D reinforcinglanchorage (R1001.3 and
R1001.4)
Firebox walls and dimensions (R1001.5 and
R1001.6)
fire ce units (R1001.5.1)
(noncombustible) (R1001.7)
,h extension 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)
Co 11el' g (R1003.5)
Ch n` es in dimension (R1003.6)
Additional load (R1003.8)
Termination (R1003.9)
ENERGY E
Compliance; material and equipment
1101.2, N1101.3)
Climate zone (Table N1101.2)
*.qp.p enerov conservation plan review record
MECHANICAL
1 wf ,_ Appliance labeling (M1302, M1303)
`rvs'r Appliance access (M1305, M1401)
Appliance installation (M1307)
Heating and cooling equipment; heating
and cooling load calculations (Chapter 14)
Exhaust systems (Chapter 15)
Duct systems (Chapter 16)
F' (.49 Combustion air (Chapter 17)
Spark arrestors (R1003.9.1)
Wall thickness; >_ 4" (R1003.10)
Flue lining - material/installation (R1003.11 and
R1003.12)
Multiple flues (R1003.13)
Flue area (appliance) (R1003.14)
Flue area (masonry fireplace) (R1003.15)
Inlet (R1003.16)
Cleanout opening (R1003.17)
Chimney clearance (R1003.18)
Fireblocking (R1003.19)
Chimney crickets (R1003.20)
FACTORY -BUILT FIREPLACES (R1004)
Labeled and listed (R1004.1)
P- ri"r Installation (R1004.2)
FACTORY -BUILT CHIMNEYS (R1005)
_ Listed and labeled (R1005.1)
Installation (R1005.3 and R1005.4)
EXTERIOR AIR SUPPLY (R1006)
�- (/i' Intake size (R1006.2)
(Chapter 11)
(� ilding envelope (N1102)
Mechanical systems (N1103)
(Chapters 12-23)
d Chimney and vent location and terminations
(Chapter 10 and Chapter 18)
1�"�9�'Special fuel -burning equipment (Chapter 19)
6�Boilersiwater heaters (Chapter 20)
Hydronic piping (Chapter 21)
C� Special piping and storage systems (Chapter
22)
%,- %4 Solar systems (Chapter 23)
Penetrations of fire -resistance rated assem-
- blies (R317.3)
0
FUEL GAS '(Chapter 24)
XL/ pplication (G2401.1)
✓ General regulations (G2404)
i c-j 1-APpliance location (G2406)
Air requirements (G2407)
DSO Installation (G2408) .
�t, 0 Clearances (G2409)
1A,1/ Electrical and electrical bonding (G2410,
G2411)
(N S!
Water service location and depth (P2603,
P2604)
Sanitary and storm sewer location and depth
(P2603, P2604)
Piping support (Table P2605.1)
Listed plastic materials (P2608)
/ o" Sl
Plumbing fixtures (Chapter 27)
Water heater size and location (Chapter 28)
ELECTRICAL,
Penetrations of fire -resistance rated assem-
blies (E3302.2)
Listed and labeled materials (E3303)
Service equipment and location (E3501,
�3506)
l/ Service size and load calculations (E3502)
C , AA 'table fault current (E3506)
L/ system grounding (E3507) .
C/ Required branch circuits (E3603)
MANUFACTURED HOUSING U
I (A Provisions adopted (R102.5)
RADON CONTROL
Provisions adopted (R102.5)
Pipe sizing (G2413)
4, Piping materials (G2414)
::��7piping
Piping installation (G2415 and G2419)
support (G2418 and G2424)
""Valves, controls, connections (G2420, G2421
// and G2422)
v �Ve.nting (G2425 - G2428)
-� 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)
(14- Sumps and ejectors (P3007)
1✓(,J Backwater valves (P3008)
ors Fixture traps (P3201)
N (�_ Penetrations of fire -resistance rated assem-
blies (R317.3)
:hapters 33-42)
Feeder requirements and load calculations
(E3604)
RI
'ring methods (Chapter 37)
quired lighting and receptacle outlets
�3601, E3803)
evices and lighting fixtures (Chapter39)
j u-s Appliance installation (Chapter40)
Swimming pools (Chapter 41)
- - Class 2 remote -control, signaling and power -lim-
ited circuits (Chapter 42)
D AS DWELLINGS (Appendix E)
/—� Compliance with Appendix E verified
fEASURES (Appendix F)
-10-
Compliance with Appendix F verified
SWIMMIINI'. ' )OLS, SPAS.AND HOT TUBS. (APpe1 .) .
Compliance with Appendix G verified
Com
Provisions adopted (R'102.5) p
PATIO COVERS (Appendix H)
Provisions adopted (R102.5)
Compliance with Appendix H verified
-------------
PRIVATE SEWAGE DIISP SA (Appendix 1)
Provisions adopted �(R1 5) Compliance with Appendix I verified
Provisions
G BMIDINGS
(R102.5) /
SOUNDD TRAIN
Provisions adopted (R102.5)
N
ix J)
Compliance with Appendix J verified
SION Appendix K)
Compliance with Appendix K verified
-11-