HomeMy WebLinkAboutCHECKLIST - 05-00156 - 524 Golden Willow Dr - New SFRRESIDENTIAL PLAN CHECKLIST
(2003 International Residential Code)
Date: T- zeop- o5-
Proj
5-
Proj ect:
I
Q,rr15
Zoning: /Z Z -2,
Floor Area (sf}:
Valuation: _LI__' )
Job Address:
Permit Number:
5a.y C6l6teWl /.�J/ll&v.
Number of Stories: Basement:. Yes No / Fin. Unfin.
�2V5'x Z-._ finished,, unfinished,
Permit Fee: $
�� �$ garage
Fixtures. ;7�'
Plan Check Fee: $
the
The following comments based on the 200 3 edition of lntemationa1 Residential Code should be resolved
before a buiIding permit is issued, This correction list is not a building permit. The approval of plans and
specifications
does not permit the violation of any section of the lntematJvnal Residential Code or an -v federal.
state or local regulations,
0
[Mllzrl - W IDES] IN
A.laps
-
To Scale
I
Plot Plan
1
r' Legible
Y_ Flood Plain
�� ` Floox / Foundation Plan
�ectzon
showing construction details
/All Building Elevations
Design Criteria (shall be identified on plans as Wind - 85 m.p.h., Snow - 35 1b. Per sq ft.)
�russ Calculation Sheets & Floor Joist Details
�' Mechanical Desian
Energy Calculations (8320 & Ch 11)
Zaniaag (check one - in some cases LDR2 and MDR may apply)
opt area --
—T,'L,000 sq. ft. min. (Width 80 ft., min) &LDRI.- 8,000 sq. ft. min
lam-` (width60 ft. min.).(_LDRI duplex - 10,000 sq. ft. min.)
C. Use
Single Family
-W'
Duplex (LDRI oily - conditional use enmit?
D. Set Backs (taken from eaves)
'Front set back (32 ft. from curb}
0
Note: 60°/a min affront hard green
/Rear set back (LDR 25 ft. & LDRI 20 ft.)
Sides set backs (6" for every ft. of building height with LDR - 7.5' min., & LDR1 - 6' min.)
Building -Height (maximum 30 ft.)
E. Footings
roper Size has per Tab Ie 4 03. 1, use 15 0 0 psf unless soil type is known, Table 401.4.1 for sail bearing)
-Z
.X"Relaax (2-#4 continuous)
�r
Footing Depth (3 6" below finished grade and 12", below undisturbed soil; 18" to top of slab — interio
0
F. Foundation
-�Faundatxon walks vvl rebar (city ordinance)
/2" Anchor Bots with 2"x 2"x 3 1 165 " square washers (incl. interior bearing wars) R403.1.6.1
Fundatian Drainage (foundations on gift soil shad be designed per R405)
Damp proofing/Waterproofing tofinish grade. R406.1 (fnd. extends 6" min above grade R404.1.6)
:--�
Crawl space access of 18 x 24" min. R408.3 (may differ if mach appliance is in crawl space M 13 x5.1.4)
"Crawl Space
within 3'
VeniilationlInsulation =1 sf vent per 15a sf. (with moisture barrier 1 sf. der 150a sq. ft.) and
insudate walls vent to imide of home
of each corner
XIG'rading slope away From ho -ase. 8401.3
G. Frame
z Seismic Hold Downs and Braced Wail Panels (R642.10)
`F1oQrs joists sized as per R502.3, Woad I joists sized per manufr.
ZnTists Under Load Hearing Partitions shad be doubled. R502.4
8408.2
Z. -Girders sued per R502.5 or per manufr. Tables for engineered products
Cantilevers (comply with R502.3.3 or manufr instniction)
/Floor Sheathing (3/4" min for joists 24" oc & 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 Bearing Wall shall be designed as per Tables 502.5(1&2) 8602.7
ZIR'oof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
Rafter and Truss tie -downs. (R802.10.5)
/Attic Access 2211 x 30" min. opening (R$07)
H. Exterior Covering
Masvm-y and stucco shall have weather resistive barrier over exterior s
I, vaf Covering and Ventflation
Roof Ventilation as per R806
XAsphalt Shingles (slope>2:12) wl ice protection. (ether type:
J. FirewaHs
s`ZGaragelHouse drywall separation (protect ext,
heathing 8703.2 & 703.4.1
to comply w/ 8905._)
walls & beams supporting habitable spaced R309-2
Zaor from Garage to House (13/8 " solid woad or steel door, or 20 min. fire -rated door) 8309.1
Two .Family Dwelling Separation (1 hr fire separation) Supporting structure also rated. R317.1
-- Twin homes & Townhouses (2 hr separation & 4' overburn protection or parapet) W17.2
One hr walls parallel to and Within 3 ft of property line X71 NO openings. 8302
�-- Penetrations in precious 3 items to comply with 8317.3
K. general Requirements
x, louse Numbers 8321.
Half Openable 3sf window or Meeh. Ventilation in bathrooms, water closets, and similar rooms. 8303.3
./0" interior and exterior stair illumination shall comply with. 83(}3.6.
Batbroom Fixture clearances comply with Figure R307.2
One room at least ].2D sf.; Other habitable rooms 70 sf. min wl a min. dimension of 7 ft. 8344
*areas wI'sloped ceilings less than S fi- in height- &-furred ceilingys less than 7 ft DO NOT camvly
*50'lol or more of the requited area must be at leash 7ft high in rooms w/ sloped ceiling
I" Egress clearance from window wells under cantilevered floors. R,310.2
Glazing at Hazardous Locations R308
Emergency Egress in all sleeping rooms and basements with habitable space R310
One required Exit Door shall comply with 8;311.4
X"'Landings at top and bottom of stairways R311.5.4, and each side of each exterior door. R311.4.3
X00Stair Ris 1 Run �7 314" max. rise & 10" mZn. tread, nosing req'd if �I 1"} �ta�� Width (36" min),
Se
Headroom (6'81? min. andxaxls (34"to 38" above stair nQsin 11.5
Special conditions for circular, spxra� and winder siaxrways and bulkhead enclosures R311.5.8
!''Stairway Protection (enclosed accessible space under stairs shah be capered with 112" drywall) R311.2.2
,�Guardxails complying with R312 4'andrails complying with R311.5.6
x' Smoky Alarms (each bedroom and common area and one on each level.) (R 313)
L. Energy
ZZIH-Ionies with Rlazing < 15% of grass area of exp.
walls (Tovvnhouses < 25%) to comply vel Chapter 11.
* Otherwise shall meet requirements af'IECC for respective building type. N1 14 1,2
Vapor retardcr an w�-n7 in winter side of walls, ceiling and floors R31$
Water Heater heat traps IEC 504.7
I�iuct sealing and insulation N1103.3&4 or IFCC 503.3.3.3, 503.3.3.4.3
Plans match quantities & values on a "passing" REScheck compliance report
M. Mechanical
,,,---'Gas appliances not in bedrooms, bathrooms, toilet rooms, or storage closets G2406.2
Room access 24" min widthlAific access dear opining 20x3O/Under floor r.a. 22x30. M1305
tv. Potential vent/connector offset > 75% of total height (Exception provided by G2428) G2427.6.4
ryer
Vent length 25' max w'/ 8' transition (-5' per 90 deg turns) M1501.3
has "point of delivery" and material used to detennine pipe sizing. G2413
2
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17�
FRAMING/MECH. CHECKLIST
Date:
l
Project:
Job Address:;*,ir
�z y
Building Permit Number.
k
The following comments based on the 2003 edition of the Intemational Residential Cade should be
resoled before an occupancy permit is issued. This correction list is not a buildina Derrnif. The annroval
of plans and specifications does not permit th
Come or any federal, state or Racal regulations
Exterior
e violation of any section of the Intemational Residential
/Concrete Slates {3 112 "' min. thickness & 4". gravelbas . e' min.} R5064
S Braced Wall Panels (sheathing) (nail or staple - 6 0. c. at edges & 12" a. c. in field) Table
''
602.3(1)
Adequate uplift control at floor line (sheathing split on plate or 1 Y2X 36" straps 4' o. c. mudsill to studs
�Cei
'cehold-downs�l�� Seismic at garage'panels <4' wide (APA narrow panel design if <2'8"), hold-downs must he on
Ail mw�
double stud or 3X with all nail holes filled. R602.10A
1
Foundation waterproofing to finish gradeR406X.1,
Crawl space ventilation lsf
per 150sf`.(w/.vapor
barrier
lsf
per 1500sf} within 3'
of corner R408.1-2
Cripple Walls (over 4' sized
as 2
story, under 'I4" must
be
solidly sheathed one
side) R602.9
Mud Sill (bolts in proper location, nuts tightened, 21) x211 x311C" washers (conditional), pressure treated or
redwood, joints blocked or under studs at wall and gap's grouted or shimmed) R403.1.6.1 IA602ml -Im I
Frame
.el Floor Sheathing and nailing Typ. 3/4" T&G - G" an edges & 12" -in Meld {perpendicular to joist }
Joist Spacing and Size (as per plans)
'" CTlIn 'r
. Bearing (1-1/2 .� 8� Lapping �3 min_ where joists lap over `reall or beam}
Notching (depth -1 /6 max., length -1/3 depth max., not in middle 1/3, ends- 1/4 depth max.) TJI-NO
i
Boring
(1/3 "d" max, >2" of dap or bottom or another hole or notch) TJX see chart
`. , Cantilevers- Blocking, reinforcement, span and spacing as per plans.
Joists Under Load BearingPar�itians(shall be doubled asper Section 5x2.3.3�fplumbings aGe needed,
�
the joists shall be blacked 4' o. c,j
Airders and Beams has per plans, nailed or mechanically connected to frame and proper bearing)
XJoist Hangers (check location & nailed properly)
--T Draft Shop (required for over 1000 sq ft. of unusable space at floor/celling)
ZBasement Walls (pressure treated or redwood sill place properly fastened to slab}_
, Stair opening has per pian & properly supported with hangers or walls
Stairs {check rise- 7 3I4" max., run- 10" min., vari.- 318" max, width -3' min. & headroom 6'-8"}
Wali Layout {as per plans}
•� Inferiar Wall Stud Spacing (load bearing is same as exterior), 24" o.c. max.}
ZBearing WWII Window and Door Headers Nailing hedge lends)
Z/Exterior Bearing Wall Spud Spacing - walls carrying root load on
i 2x4-16" o.c. 121 max
2x4-24" o.c. 10' max,- 2x6-16" o.c. 18' max,- 2x6-24" o.c. 16' max, one floor & roof: - 2x4 16" O.C.
10'max., two floors & roof; 2x4-12" max 10' (Fig 602.3.2.(1-3))
Double Top Plate Ooints lapped min. 4'
Singe Top Plate (direct fearing & adequately tied at joints with steel plates)
10
Stud Notchi (bearing 25°/o max.)Boring 4Q°fo max, 5/811 min. to edges (60% if doubled)
. Fire Blacking (roof space Line at wall, concealed spaces & at studs over 10')
/Firewalls (between duplexes & garage/hom'e), firewall penetrations - elec. boxes- rated, ducts —
25 gauge & not open to garage, door —ZQ minute rated min.
Ro f
rues details (35# snow load and 90 mph winds) See truss details
(4 Roof Trusses (spaced and braced as per manufacturer)
..rl
..,/Rafter and Truss Tie -Downs, and hangers
Rafters Lateral Support (block at bearing when exceeding 5 to 'I rude (2x12)
/'Roof Sheathing 0. Nailing ("H„ clips wl 7/16") , edges -6" o.c., field -1 2" a.c.
,��►tfic Access (provide 22" x 30" min. access where clear height > 30")
./.Raof Ventilation (standard 1115D or 11300 if 50 - 80% is 3' above eaves)
Mechanical Rough Plumbing Insp. Done.?
�`EgUlpment gas shutoff valves in same room (FP exception) and within 6' of appliance (IFGC 409.5)
d
Sediment Traps cif not built into appliance) at Furnace & W.H. (IFGC 408.4)
/Duct Supports and sealed metal - c 10' spacing & Flexible — < 4' max —2" sag g in 4')
/.Clothes Dryer Ducts (solid metal ducts, no screws expending into duct & vent directly to outside)
/O'oDuct insulation (ins mion in non-condiiioned Space)
�`�?Room access 24" min width I Attic access clear opening 20x3 min Sunder floor is 22x30)(1MG 306)
-�` Pressure Regulators {access, vented, tee fitting each side} (IFGC 410)
. 'Gas pipes notin ventilating or circulating air duct (IFGC 404-1)
, Metallic gas pipe bends are smooth & free from buckling, cracks, or other damage (WGC 405.2)
Pressure Test: LZpsi r min duration lb pressure drop
G2SPipe Material: CSST .Sch40 M Copper Main Line „` ft Diameter � q
Branch Lines: Length To POD Diameter Applian eIB7U's cif known)
ft ft �5�eh -kms-
ft ft
ft ft
ft ft
ft 7
ft ft
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