HomeMy WebLinkAboutCHECKLISTS - 05-00428 - 611 Autumn Ct - New SFRqk
Mmh�w IRESIDENTIAL PLAN CHECKLIST
Date: ���_��
Project: 3
(2003 International Residential Code)
Building Permit Number.
Jab Address:
D,3-
Zoning:F�—P—,Z,---Number of Stories: � Basement& 'Yes No/Fin.. Unfin.
k
Fixtures.
Floor Area (sf)* Z3767 finished, Z,3 7 unfinished, garage
Valuation: $ Fe�rm�� Fee: $ Pian Check Fee: $
The following commends based on the 2003 ed��ion ofthe Intemational Residential Code should be resolved
before a building permit is Issued. This correction list is not a building permit. The approval of plans and
specif cations does not pen -nit the Violation of any section of the Intemational Residential Cooke or any federal.,
stake or local regulations.
PLAN CHECK
Alans
/-To Scale Legible
/Plot Plan Yr, Flood Plain
//Flcoo'r / Foundation Plan
S �ction showing construction detal'Is
All Building Elevations
Design Criteria (shall be identified on plans as Wind - 85 m.p.h., Snow -
r'
russ Calculation Sheets & /""Floor Jost Details
Mechanical Design
A.
E nergy Calculations CD & Ch 11)
B. Zoning (check one - in some cases LDR2 and MDR may apply)
LDR LDRI Lot area - LDRftm 12,000 sq, ft. min. (width 80 ft.. min)
(Width6o ft. min.).(LDRI duplex - 10.0 0 0 C�n f} min 1
35 1b. Per sq ft.)
& LDRI-- 8,000 sq. ft. min
C# -e
�.
Single FamilY Duplex (LDRI only - Conditional use
D. het ]Backs (taken from eaves)
iFront set back (32 ft. from curb)�Z Note:
Rear set back (LDR 25 ft. & LDRI 20 ft.)
emit ?
60% min of front yard green
S ides set backs (6" for every ft. of building height with LDR - 7.5' min., & LDR1 - 6min")
,-'`Building-Height (maximum 30 ft.}
E. Footings
ZFProper Size has per Table 4 0 3. 1,
ZRbar +(2-#4 continuous)
_IJ
use 1500 psi unless soli type is known, Table 401.4.1 for so�1 bearing)
'/FootingDepth (36" below finished grade and 12" below undisturbed soil; 181, to top of slab — interior)
F. Foundation
,Foundation walls wvl rebar (city ordinance)
2" Anchor Bolts with 2"x 2"x 3/16" square washers (incl. interior bearing wads) R403-1.6.1
.f
Foundation Drainage (foundations on sift sail shall be designed per R405)
.�`Damp pro ofngl�Vaierprovfin.g to finish grade. R406-1 (fnd. extends 6"" min above grade R404*Ie6)
--Crawl space access of 18'" x 24" min. R408.3 (may differ if meth appliance is in crawl space M1305.1.4)
-Crawl Space Space Ventilation/Insulation = 1 sf vent per 15 0 sf. with moisture batTier
within 3' of each corner (insulate walls vent to inside of homed R408.2
-�
Grading p y slope away from hawse. R401.3
G. Frame
�eismie Hold Downs and Braced Wall Panels (R602.10)
ZIjoists sued as per 8502.3, 'Wood I joists sized permcquitift.
Z Jo
I " Under Load Bearing Partitions shall be doubled. 8502.4
Girders sized per 8.542.5 or per manufr. Tables for engineered products
.�Canixlevcrs (comply with 8542.3.3 or manufr instruction)
1 sf. per 1500sc.. ft.) and
W
,Lj"0_ Floor Sheathing (3/4, min for joists 24"' oe & 5/8" for joists 16" oc) 8503.1
/,Wall (bearing and nonbearing) stud sizes, height & spacing per Table 602.3(5) 8602.3
Headers in Bearina Wall shall be designed as der Tables 54�.S(1%_Aww,6_f)R60207
f'
Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
�r
Z Rafter and Truss tie -dons. (R802.10.,5)
7z6Aiti.c Access 22" x 30" Min. opening (R807)
H. Exterior Covering
ZMasonry and stucco shall have weather resistive barrier over exterior she
7I. R of Covering and Ventilation
Raaf Ventilation as per R806
Asphalt Shingles (slope>,2:12) wI ice protection. Otheir hype:
J. F arewalls
thing 8703.2 & 703.9.1
to comply �d R905s�
Gcarage/f-fouse dr�rwall separation (protect exp. walls &'beams supporting habitable space) 8309.2
Door firomGarage'3/8" to House (1 sold wood. or steel door', or 20 min. fire -rated door) R309,1
TWo Family Dwelling Separation (1 hr fire separation) SuPortin structure also rated. 8317.1
--- Twin names & Townhouses (2 hr separation & 4' overburn protection or parapet) R317,2
�— ane hr walls parallel to and within 3 ft of "Property line wl N4 openings. R302
Penetrations in Previous 3 items to comply with R317.3
K. General Requirements
ZHouse Numbers R321
� r-ialf {]enable 3sf window or Mech. Ventilation in bathirooms, water closets, and similar rooms. R303.3
Ziln-teirior and e�ie��or stair il�u�aaination shah com 1comply with R303.66
/ Bathroom Fixture clearances•
comply with Figure R307.2
One roam at least 12Q sf ; Other hahitable rooms 7+d sf, min wI a m��.dimension.
of � A. R304
*meas iv/slowed ceilings less than S ft in height &,furred ceilings less than 7 ft Iia NOT comDly
1 ✓
Yo or more oJ the required area must he at least ?. ft high in rooms w/ ,sloped ceiling
Egress clearance from window wells under cantilevered floors. R310.2
lazing at Hazardous Locations R308
Emergency Egress in all sleeping rooms and basements wxth habitable space R310
Exit I3oox shal.i com 1 with�h 831 1.4
One requ�'redcomply
-, Landings at toy and bottom of stairways 8311.5.4, and each side of each exterior door. R311,4.3
Stair Rise. l dun ('l 314« max. rise &
//Stairway Headroom. (6' S" rr
1011 mxn, tread, nosing req' d if <1 1") Stair Width (3 6" min),
n.} Handrails (3411to 38" above stair nosing)(11.5)
�Speciai conditions for circular, spiral and winder stairways and bulkhead enclosures 8311.5.8
Stairway Protection (enclosed accessible space under stairs shall be covered with 112" drYwall) R312*12
� Guardrails complying with 8312 ,��� "� Handrails complying with R311.5.6
zi��11
ode Alarms beach bedroom and common area and one an each level)(R 313)
L. Energy
.� Homes with glazing < 15% of grossarea of ext. walks (Townhouses < 25%) to comply wl Chapter 1. l .
*Otherwise shall meet requirements of IECC fvr respective building type. N1101,92
Vapor retarder on warm in winter side of walls, ceiling and floors 8318
*Water Heater heat traps IECC 504.7
�� Duct sealing and insulation N11,03.3&4 or IECC 503.3.3.3, 503.3.3.4.3
plans match quantities & values an a "passing" REScheck compliance report
M. Mechanical
bras appliances not in bedrooms, bathroomsp toilet rooms, or storage closets G2406.2
min access 24" m�width/Attic access clear opening 20x3alUndEr floor x.o. 22x30- M1305
Potential vent/connector offset
75% of total height (Exception provided by G2,428) G2427.6.4
XTD)rryer Vent: length 25' max wf 8' transition (-5' per 90 deg turns) M1501.3
Gas "paint of delivery"' and material used to determine pipe sizing. G2413
FRAMING/MECH. CHECKLIST
Date,:
Project.-
Job
Address
Building Permit Number:
The following comments .used on the 2Q03 edition of the Intema,tional Pesidential Code should be
resolved before an occupancy permit is issued, This -correction fist is not a building permit. The a�pproVal
of plans and specifications does not permit the violation of any section o� the Internafianal Residential
Code or any federal, state or lace! regulations.
Exterior
t
Concrete Slabs (3 X12 "min. thickness & 4r' gravel base min.) R506.1
Braced Wall Panels(sheathing)_6."12" yr staple Q. c. a� edges & 0. c. in field) Table 602.3(l)
Adequate uplift contra! at floor line (sheathing' split on plate or Y2X 36" straps 4' o. c. mudsili to studs
}
Seismic hold-downs at garage panels <4' wide {APA narrowane! desigif 2' }'P r� �8 ), hold-downs must be on
double spud or 3X with all nail holes filled. R602.10A -
Foundation waterproofing p aofing to finish gradeR406.1
---Crawl space ventilation I sf per 1 50s (wl vapor barrier 7 sf per 1500sD within 3' of comer R4081 -2
i! Cripple Walls(over 4' sized as 2 s14"tory, under mush be solidly sheathed one side} R-602.9
ud Sill bolts -in proper location.- guts tightened, 2"x2"x3116" washers(conditional),
ssure redwood', joints blacked or under studs at walk and gaps grouted or .shimmed R403.1.6A I Rga2ted or
1
Frame.
Floor Sheathing ar�d nailing � , 314" T&G � 61F vn edges&19�� �(perpendicularYP infield to joist)
_
ZJoAst Spacin and .Size(asper9 plans)
.ox�Bearjng
(1-'!12" min.) & Lapainq (3„ min.
where joists lap over wail or beam)
/'Notching (qLeth-1/6 max., !PD2th-1/3. depth max., not in middle 1/3, ends- 114 depth max.) T..J1-NO
".
Boring (1l3 "d" max, >2" of top or bottom or another hole or notch) TJX see chart
CantileversBlocking, reinforcement, span and spacing_ as per plans.
.�°�Joists Under Load Bearing Partitions (shall be doubled as per
the joists shall be blacked 4' v. c.)
Section 502.3.3, if plumbing space needed,
Girders and Beams (as per plans, nailed or mechanically connected to frame and proper bearing)
�oist Hangers (check
ocatian & Wolfed properly)
� Draft Stop (required for neer 1000 sq ft. of unusable space at floor/ceiling)
Basement Walls (pressure treated or redwood sill plate properly fastened to slab)
Stair opening (as per plan & properly supported with hangers or walls)
Stairs (check. rise.. 7 3/411 max., run- 10" miry., pari.- 318" max, width -3' min. & headroom- 61-81r)
WalI Layout (as per plans)
Inferior Wall Stud Spacing (load bearing is same as exterior), 24" a.c. max.}
Bearing Wall Window and Door Headers.Naifing hedge lends)
lxi«rior Bearing Wall Stud Spacing ,- walls carrvinq roof load only; 2X4-1 b" o. c, 12' max
_.,
10' max - 2x6-16" o. c. 181 max,- 2x6-24 o. c. 16 max, one floflr &roof: - 2x4 16 o.c.
10'max., two floors& rOOfO 2x4-12"M2X 10' (Fig 602.3.2.(1-3))
Ae
Ta Pate Dints 1� ed min. 2' or Sin le To Piate bearin w/in 1" &ode uatel tied at joints by
XDoublep �J pp } 9 P � 9 adequately
3" x6" steel plates wl 6 8d on nails each side}' R602-3.2
'Stud Notching max.) Borin 4D% max, 518" min. to edges (60% if doubled}
J
Fire Blocking (roof space fine at walk, congealed spaces &.at studs over 10')
/Firewalls(between duplexes & garage/home) , firewall penetrations - elec. boxes -.rated, dints —
26 gauge & nod open to garage, door —20 minute rafted min.
Rauf
Truss details (35# gnaw lead and 90 mph winds) See truss. details
Roof Trusses (spaced and braced as per manufacturer}
./Rafter and truss Tie -Downs and h2ngers
Rafters Lateral- Support (block at bearing when exceeding 5 t0 1 rule (2x1 2}
�oof Sheathing: Nailing {"H„ dips wf 7/16"), edges -6" c.c., field -12" a.c.
o tic Access rovide 2Z" � 30"min. -access
where clear height > 3D")
Roof Ventilation (standard Ill 50 or 11300 if 50 - 80% is 3' above eaves)
Me .. hanical Rough Plumbing Insp. Dine? )
Manufacturer's installation instructions are with the appliance CIRC 106.1.2/Ml
-//Equipment gas shutoff valves in same room ecce FP tion)� p and within 6 '
307.1)
of appliance OFGC 409.5)
Sediment traps {if not build into appliance} at Furnace & W.H. (IFGC 40g,4}
., duct Supports and sealed metal - < 'Iii' spacing & flexible — < 4' ma — "
/.Clothes Dryer Ducts (solid metal ducts,
sag in 4'}
no screws extending into duct & Genf directiv tO outside}
Duct insulation (insulation in non -conditioned Space)
_ZROOm
access 24;1 min width l
Pressure Regulators (access
� Gas pipes not in ventilating
Attic access clear vpening 20x3O min (Under is 22x3C 3(1�}
vented, tee fitting each side) (IFGC 410)
or circulating sir duct (I
FGC 404.1)
Metallic gas pipe bends are smooth & free from bucklin
9a
Pressure Test:
Gas Pipe Material.,
Branch Lines: Length
CSST
If,
ft
ft
ft
ft
ft
ft
psi
Sch40 MP
if,
ft
ft
ft
ft
ft
ft
rein duration
Copper
Diameter
cracks, or other damage (IFGC 405.2)
!b pressure drop
Main Line ft Diameter
Appliance/BTU's (if known)
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