HomeMy WebLinkAboutCHECKLISTS - 05-00116 - 366 Oaktrail Dr - New SFRRESIDENTIAL PLAN CHECKLIST
(2403 Inte ational Residential bode)
Date: —22 oS
Building Permit Number:
ProdF
ject:
Zoning: C.7 L;> _ [
Job Address,.
SG
a i<
Number of Stories: 0 Basement.*n es No 1Fin. �n.
L..
Fixtures.,
Floor Area (st):11,00,finished,4 1 00 unfinished4Q girage
Valuation:$_ �(� � � 0 Permit Fee: $_Q�j Z ,1 � PlanCheckFee: $ Cj Otis
The followong comments based on the 2003 edition of the In�ern�#jr�na� Resid�nffal Code should be resolved
before a building permit is issued. This carr�ct�Qn list is rzoi a building permit. The approval of plans and
specifications does not permit the violation of any section of the Intematio I esiVehoal Code or an federal
sate or local regulations. Y,,
FA �
V
A. Plans
�T'o Scale 'Legible
v'Plot Plan Y Plain
Floor /Foundation Plan
Section showing construction details
°��I Building Elevatians
Design Crite�a (shall be identified on plans as Wind - 85
Truss Calc-ulation Sheets & Floor Jo"st Details
Mechanical Design
�knergy Calculafiions �R.3 20 & Ch 11)
..WSnow - " 5 IK Per sq
,, ft.)
B. Zoning (check one - in some cases LDR2 and MfDR may apply)
LDR ✓LbRl _Lot area - LDR- 12,000 sq. fla min. (width 80 ft. min) & LDRI- 8,000 sq. ft. min
(width160 ft. min.).(LDRI duplex - 10,000 sq. ft. min.)
CO j"Use
Single Family Duplex (LDR1 only - Conditional use
D. Set Backs (taken from eaves)
/f front set back (32 ft. from curd)
rmit
Nate; 60% min of front yard green
Kean set back (LDR 25 ft. & LDRI 20 ft.)
,,"'Sides set backs (6" for every ft. of building height with LD -R - 75min., & LDRI - 6'min.)
V' Building -Height (maximum 30 ft.)
E. Footings
'Proper Size has per Table 403.1,
use 1500 p�f unless soil type is known, Table 4Q1.4.1 for soil. bearing)
C4
Rebar (244 continuous)
�Foating Depth (3 6" below finished grade and 12" below undisturbed soil; 18", to toy of slab — interior)
F. Foundation
--'"Faunda�ion walls w/ rebar (city ordinance)
�112" Anchor Belts with 2"x 277x 3/167"' square washers (incl. interior bearing walls) R4011a6.1
Jk Foundation Drainage (foundations on sift soil shah be designed per R445)
Damp proofing/Waterproofing to finish grade. R406*1 (fnd. extends 6" min above grade R404*1.6)
LCrawl space access of 18 x 24`5 min.
r
R4,08.3 (may differ if mech appIiance is in crawl spare M 13 0 5.1.4)
Crawl Space Ventilation./Insulation =1 sf vent per x.54 sf. with rnaisture barrier
within 3' of each comer (insulate walls vent to inside of home) R408.2
4--� Grading dope away from house. R401,3
G. Frame
.-- "Seismic Hold Downs and Braced Wall Panels (R602-10)
`T1Qars j oists sized as per R502,3,, Wood I joists sized per manuft.
Joists Under Load Bearing Parfitions shall be doubled. R502v4
--'"Girders sized per R502 -*5 or per manufr. Tables for engineered products
� Cantilevers (comply with 8502.3.3 or manufr instruction)
1 sf. per 1500 sq, ft.) and
F
-h
'�F�oor Sheathing {3f4'' min forjois
ts 24" oc & 5/8"' for joxsts 16"00 R503.1
�
Wadl (bearing and nonbearing) stud sizes, height & spacing Table 602.3(5)� R602.3
Headeys in Bearing Wall shall be designed as per Tables 502.5(l &2) R602 -P7
.�+�`' .hoof Trusses(designed according to R802.10-1) 35 # Snow and 90 mph winds
Rafter and Truss tie -downs. (8802.10.5)
�Attic Access 221" x 3D"' min.. Qpening (R807}
(Local Conditions)
14. Exterior Covering
Masonry and stucco shah have weather resistive barrier over exterior sheathing R703.2 & 7034,901
I. Roof Covering and Ventilati-on
.... Roof Ventilation as per R806
L-0'�'AsPhalt Shingles (slope>2-12) w/ ice protectffion. (Other type-, to com 1 w/
p Y R9Q5.�
J. Firewalls
Garage/House dry -wall separation (protect est. walls & beams supporting habitable
space} R309.07,
door from garage to House (1 .318" sold wood or steel door
or 20 min. fire -rated door R309.1
o- TWOam1�'dyDWe llin Se aration 1
g I� ( hr fire separation) Supporting structure also raced. R31'7.1
A T homes & Toivnhouses
(2 hr separation & 4 overburn protection or parapet) R317.2
A One hr walls parallel to and within 3 ft of
property line wl ND openings. R302
h�
Aro Pelletrations in previous 3
K. General Requirements
✓ House Numbers R321
items to comply with 8317.3
�Ialf Openable 3sf window or Mech. Ventilatinaxn b
athrOOMS, vNwater closets, and simzlar roams. 11[3
U3.3
"'�Interior and exterior Mair illumination shall comply with R303.6.
"'Bathroom Fixture clearances comply with Figure R307-2
le, One room at least 120 sf,; Other habitable rooms 70 sf_ m ' .
*areas w/ sloped' ceilings less than 5 f� in height &,furred �amin. dYt�ensxon of 7 ftceilings less than 7ft DQ NOT co,nply
*50% or more of the required area mush be at least ?ft high in rooms w/ sloped ceiling g
�lh, Egress clearance from window wells under cantilevered floors. R310.2
"/Glazing at Hazardous Locations R30$
✓Emergency Egress in all sleeping rooms and basements with habitable space 8.310
One required Emit Door shad comply with R311A
✓ Landings at fop and bottom of stairways 8311.5.4, and each side of each exterior door. R311A93
-,/'Stair mise I Run (7 3 l4" max. rise & 10'
Stairway Headroom (6' S" min.)
min., tread, nosing req' d if X1 1 ") Stam Width (3 611 rain),
Handrails (3 4 "to 3 8" above stair nosing)(831 I.5)
jp_Speciaj conditions for circular, spiral and Windex stairways and bulkhead enclosures 8311..5.8
Stairway Protection (enclosed accessibly space under stairs shall be covered with 1f2" dr3FNvall) R311.2.2
-�'`Gua�rdra�ls complyi�.g with 1312
Handrails cvmplyinb with R3113.6
'11-I.Smoke Alarms (each bedroom and common area and one on each level) (R 313)
L. Energy
V/00. es with glazing < 15% of gross area of est. walls (Townhouses < 25%) to comply W/ Ch apter l 1.
0therwise shall meet requirements oj"IECCfor respeciive building type. N1101.2
Vapor retarder on warm in winter side of walls, ceiling and floors 8318
*Water Heater heal traps IECC 504*7
Duct sealing and insWatian NII03e3&4 or ICC 53.3.3,3, 503,0303.4.3
�-=`� Plans match quantities & values on a "passing" RE Scheck compliance report
M. Mechanical
=� (gas appliances not in bedrooms, bathrooms, toilet roams, or storage closets G2406.2
Room access 24" min width/Attic access clear opening 20x3 O[Under floor r.o. 2200. M130:5
(i' Potential vent/connector offset > 75% of total, height (Exception provided by G2428) G242'1.6.4
Dryer Vent length 25' mos w/ 8' transition (-5' per 90 deg turns) M1501.3
used to determine pipe sizing. G2413
Gas "poi
nt of delivery" and material
4�
FRAMING/MECH. C
HECKLIST
Date:
Project:
Job Address: �,
Building Permit Number:
6 S' 66 6
The following comments based on the1 2 003 edition of the Intemational Residential Code
resolved before an occupancy permit is issued. This correction list is not a buildingermit. T �h°u!d be
of plans and specifications does nvt permit the vivl�a#ion of ar�y section of the Intemationalhe approval
Code car any federal, state or loeal regulations. Residential
Exterior
Concrete Slabs,(3 1/2 " min. thickness & 4" gravel base min.) R
6 601
.01 Braced Wall Panels (sheathing) (nail or staple - 611 o. c. at edges & 1211 o. c. in field) Table 602,3(1)
XAdeauatek unii�r nn„+r„i aF fl..... r..,. _ _ ... _
- ---r-... � ...••• ��, �+ u� �evvi iri rC �,�r i�dt����g Split �7n plate o�' 1 l X 36�} siran� 4' r"� r� m� irlciil +�, �.+�
I rl A
5 NZ rp.
-----� V -uUyy"Z5 dL qarage pane s <4' wide (APA narrow panel design if X2'8"}, hold-downs must be on
double stud or 3X with all nail holes filled. R602,10A
_ZFoundation waterproofing to finishradeR40fi.1
9
-drawl space ventilation lsf per 150sf (W/ vapor barrier est per 1500s� within 3' of corner R4Q8 -
.'1 2
_'"'��ripple Walls over 4' sized as 2 story, under mist be solidly sheathed one side} R602.9
e--�*�Mud Sill (bolts in proper location nutstiTxTx3/1611ghtened, washers (conditional), pressure treated or
redwood, joints blocked or under studs at wall and gaps grau#ed or sh
Frame immed) R403.1 m6al / R602ml 1A
EMMOM -MM 00"`�/Floor Sheathing and nailing Typ. 3/4['T&G - 6" on edges & 1211 in field (perpendicular to joist)
ZJoist Spacing and Size (as per plans)
fro. Bearing (1-1/2" min.) & Lapping (3" min. where joists lap over wall or beam)
i
Notching (depth -1/6 max., length -1/3 depth max., not in middle 1/3, ends- 1/4 depth max.) T,JI'-qNO
goring (1/3"T max, ?Z" of top or bottom or another hole or Hatch) TJ1 see chat
Cantilevers- Blocki� , reinforcemen# span. ands acin as per plans-
.
Joists Under Load Bearing Partitions (steal[ be doubled as per Section 502.3.3, if plumbing space needed,
.the joists steall be blocked 4' o. C;.}
Girders and Beams has per plans, nailed or mechanically connected to frame and proper bearing)
,Joist Hangers (check location & nailed properly}
Draft Shop (required for over 1000 sq ft. of unusable space at fiovrfceiling)
,Basement Walls (pressure treated or redwood sill plate properly fastened to slab)
Stair Open -Ing (2Sper plan & properly supported with hangers or walls)
Stairs (check rise- 7 314" max., run- 10." min., r�ari.- 3/811 max, width -3' min. & headroom- 61-811)
zWall Layout has per plans)
Interior Wail Stud Spacing (load bearing is sane as exterior), 2411 o,c. max.)
ZRWall Window an
d poor Headers Nailing(edge lends)
EXJ' i�eriar Bearing V11a11 S#ud Spacing - v�rai{s carr r�rof load onl 2x4 -`f � o -c.
r
.,__� •7 w++ .. ,. � r�} �ti _ ']vC�_1 F�" r%[' � �i' max.- 2x6-���� �.C__ �{ R, 171aX, one door & roof:
in
LX-4L4
V.V. iv iii ] - - -'-- ��
10'max., two floors & roof;.2x4-12" max 10' (Fig 602.3.2.(1.3))
- 2A 16" oc.
.
Plate 'pints 1a ed min. �'� or Single Top Plate (bearing wlin 1" & adequately tied at joints by
Double Top % �P ..
3"�c5" steel plates w! 6 Sd on nails each side} R602.12
0/".
Stud Natchi�(bearing 25°/a max.) Borina_40% max. 181V toC�
min. �es (60% if doubled)
4F'Ire Blocking (roof space fine at wall,
concealed spares & at studs over 10')
//Firewalls (between duplexes & garage/home) , firewall Penetrations - elec. boxes- rated ducts
26 gauge & not open to garage, door —20 minute rated min.
Roof
details X35# snow load and 9a mph winds) See truss detaide Truss ls
�
Roof Trusses (spaced and braced as per manufacturer)
ZRafter and Truss Tie -Downs and h2ngers
__Wk"MAM&-_ Rafters Latera! Support (block at bearing when exceeding 5 to 1 rule (2xl 2)
�Roof Sheathing. Mailing H ;I clips w! X116"), edges -6" o.c., field -12" O.C.
0#11"
Attic Access (provide 2211 x 3011 min. access where clear height > 3011)
ti -
It
A
4.9
CRoof Ventilation (standard 1/150 or1/300 if 50 - 80% is 3abovie' eaves)
Mar, hnniKe%.=1 o,„.,.�. _
z6...,....�..�.. ��.�,uyr r riurrir�ing jnsp. uone`�"'�
anufacturer's installation instructions are with the appliance ORC
106al.21M1307.1)
VaO �� +uLUJ r varves in same room AFP exception) and within 6of appliance (IFGC 409PF5)
Sediment Traps cif not built into a,ppliance) of Furnace & W.H. (IFGC 4,08A)
Duct Supports and sealed metal - c 101 spacing & Flexible —. c 4' max — (2”
Ciathes Dryer Ducts (solid metal duds
a no sws exfiending luta duct &
uCt insulation {insulation in nfln-cQnditivned Space)
sag in 4')
vent directly to outside)
, vom access 24" min width ! Attic access clear opening 20x3.0 min (Under floor is 22x3O)(IMC 30G)
Pressure Regulators (access, vended, tee fiftinoeach sde } [iFGC 41 n}
uas pipes not in ventilating or circulating air duct (IFGC 4D4.1)
Metallic gas pipe beads are smooth & free from buckling, cracks, or other damage (IFGC 405m2)
Z/`
.,,.Pressure Test:
Gas Pipe Material.-,
Branch Lines: Length
CSST
ft
ft
ft
ft
ft
ft
PSI
3;cl� min duration
Sch40 MP
To POD
ft
ft
ft
ft
ft
COppin er
Diameter
`�- Ike pressure drop
Main Line. Diameter
A 11 Pliance/BTU's (if known)
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