HomeMy WebLinkAboutCHECKLIST - 05-00061 - 1214 Pleasant View - New SFRDate:
RESIDENTIAL PLAN CHECKLIST
(2003 International Residential Code)
Project:
Zoning:LU)
Building Permit Number: OS7 6DO61
GV Job Address: /W?-/ L/ p1eA�t.�" �i'ellJ I�r,
Floor Area (4).
Number of Stories:
Basement*zo
No/Fin. Unfin., Fixtures: 3q
t1
firu*
shed, 2,77 3 2— unfinished, g�� garage
Valuatioll:$:�W7i , 3 67' Permit Fee: $_toflo � Plan Check Fee: $ zo
The fallowing comments based on the X443 edition of the Intemational Residential Cede should be resolved
before a building pennit xs issued. This correction list is not a building permit. The approval
specifications does not permit the violation of any section of the In
state or local regulations.
PLAN CHECK
A. Flans
o Scale
Legible
Plot Plan X / ' lood Plain
XFloor I Foundation Plan
Section showing construction details
ernational Residential Code
/All Building Elevations
el—
/'Design Criteria (shall be identified an plans as Wind - $5 m.p.h., Snow - 35 1b. Per sq ft.)
iq0Truss Calculation Sheets & Floor Joist Details.
)4DMechanical Design
LPEnergy Calculations (R320 & Ch 11)
7
B. oning (check one - in some cages LDR2 and SDR may apply)
LDR LDRI Lot area — SDR- 12 000 sq. ft. min. (Width8� ft. min)
(Width6O ft. min.).(LDRl duplex - 10,000 sq. ft. min.)
& LDR
of plans'and
or any federal,
1- 8,000 sq. ft. nun
C. se
Single Family
Duplex (LDRI only - Conditional use permit?
D. Set Backs {taken from eaves}
Front set back (32 ft. from curb}
Note: 60% min of front yard green
��ear set hack (LDR 25 ft. & LDRI 20 ft.)
Sides set backs (6" for every ft. of building height with LDR - 7.5'min., & LDRI - 6'mill.)
Building-Height (maximum 30 ft.)
h"
E. Footings
Proper Size has per Table 403.1,
Rebar (2-#4 continuous
./Footing
use 1500 psf unless soil type is known, Table 401.4.1 for soil fearing)
Depth (36" below finished grade and 12" below undisturbed soil; 18"t'o tap of slab -interior)
F. Foundation
X-e'FaundatzQn walls wl rebs {city ordinance}
�with3`9:Xp'::�4' s ua�e washers (incl. �nterior bearing wal�s� R4U3.1.G.11/2" Anchor Baits
//Foundation Drainage(fouudations on sift soiX shah be designed per R405)
�" Damp proofing/Watetproofing to finish grade. R446.1 (fnd. extends 6" min above grade R444,1.6)
Crawl space access of 18" x 24"' min. X4(38.3 (may differ if meth appliance is i n' crawl space M 13 0 5.1.4)
Crawl Space
Wlthnri 3'
Venti'lation/Insulation =1
sf vent per
15Q gsf.
with moisture barrier I sf.
of each corner (insulate
wars Vent to
inside
of home) R408-2
,/ Grading slope away from house. R401.3
G. Frame
Seismic Hold Downs and Braced Wall, Panels (R602,,10),
Floors joists sized as per 8502.3, Wood I joists sized per manufr.
foists Under Load Bearing Partitions shall be doubled. R542.4
Girders sized per 8502.5 or per manufr. Tables for eng10
ineered products
Cantilevers (comply with X502.3.3 or m�.nufr instructioi-O
er 1500 s
. ft.) and
Floor Sheathing (3 /4" min for j oists 241 oc & 5 18'" for j oisis 16" ac) R503. 1
Wall (bearing and nonbearing) stud sizes, height & spacing per Table 602.3(5) R602.3
Headers in Bearing Wall shall be designed as per Tables 502.5(1&2) 8602.7
/40�Rcoof Trusses (designed according to R802.,10.1) 35 # Snow and 90 mph winds (Local Conditions)
Rafter and Truss tie -downs. (R80,2.10.5)
Attic Access 22" x 30" min. opening (R807)
H-0 gteriar Coverm*g
Masonry and stucco shall have weather resistive barrier over exterior sheathing R703.2 & 703,9.1
I. Roof Covering and Ventilation
_Roof Ventilation as per R806
//Asphalt Shingles (slope>2:12) w/ ice protection. (Other type: to comply w/ R9050�
J. Firewalls
GaragelH�use dryvva�� separation (pratect ext. wars & beams supporting habitable space) R309,2
�DoQr from Garage to House (13/8" solid woad or steel door, or 20 min. fire -rated door) 8309.1
Two. Family Dwelling Separation (1 br fire separation) Supporting structure also rated. 8317.1
'win home. & Townhouses (2 hr separation & 4' overburn protection or parapet) R317.2
One hr walls parallel to and within 3 ft of property dine wl NO openings. R302
1
Penetrations in previous 3 items to comply With 8317.3
K..General Requirements
House Numbers R321
Half Openable 3sf window or Mech. Ventilation in bathrooms, wader closets, and similar rooms. R303.3
Interior and exterior sta�.r illumination shall comply with 8303.6.
Bathroom Fixture clearances comply with Figure R307.2
One room at least 120 sf.; ether habitable moms 70 sf min wI a min. dimension of 7 ft. R304
*meas -w/sloped ceilings less than 5 ft in height &Jurred ceilings less than 7 ft D 0 X OT comply
*50% or more of the required area must be at least 7ft high in rooms w/sloped ceiling
Egress clearance from window wells under cantilevered floors. 8310.2
f
XCG'Jazing at Hazardous Locations 8308
Emergency Egress in all sleeping rooms and basements. with habitable sace R310
One required Exit Doer shall
q campy with 8311.4
/000 Landings at top and bottom of siairwa � R311-5.4 and each side of each exteriYax door. 8311.4.3
/ stair Ri"se 1 Run (7 314" max. rise & 10" min. tread,, nosing req'd if X 1 1") Stair width (3 6" min),
1. _ �Stairway Headroom (6'8" min.) Handrails (34"to 38" above stair nosing)(R31.1.5)
/Splecial conditions for circular, spiral and winder stairways and bulkhead enclosures 1311.5.8
/"Stairway Protection (enclosed accessible space under stairs shale be covered with 1f2" drywall 8311.2.2
Cuardra"lls complying with R312 Handrails complying with 8311.5.6
/00r,Smoke Alarms (each bedroom and common area and one on each level). R 313)
L. Energy
Homes with gazing < 15% of gross area of ext. walls (Townhouses < 25°/a) to comply wl chapter 11.
*Otherwise shall meet requirements af.[ECC. fog respective building type. N1101.2
/Vapor retarder on warm in winter side of walls, ceilYng and floors R318
Z/'** Water Heater heat traps IECC 504.7
Duct sealing and insulation N1103.3&4 or IECC 503.33.3, 503.3.3.4.3
Plans match quantities & values on a "passing" REScheck compliance report
M. Mechanical
/0"Gas appliances not in bedrooms, bathrooms,, toilet rooms,, or storage closets G2406-.2
n
/Room access 24" min w�dthlAttic access clear opening 2000/Underp � floor no. 2200. M1305
+' Potential vent/connector offset > 75% of total height (Exception provided by G2428) G2427.6*4
/]Dryer
Vent length.25.1 max w/ 8' transition (-5' per 90 deg turns) M1501.3
Gas "point of delivery" and material used to determine pipe sizing. G2413
F:PA,M1h1r..1M r..H.
ie
...,�......�...._..... CHECKLIST
Date:
Project:
Job Address:
Building Permit Number:
The following comments based on the 20D3 edit -ion of the Intemationa.1 Residential -Code should be
resolved before' an occupancy permit is issued. This correction Inst is not a building permit. The approval
of plans and specifications does not permit the violation of any section of the Intemational Residential
Code or any federal, state or local regulations.
Exterior
_Concrete Slabs (3 1/2 " min. thickness & 4" gravel base min.) R506.1
_Braced Wall'Panels (sheathing) (nail or staple - 6" o. c. at edges & 12" o. c. in field) Table 602.3(1)
Adequate uplift control at floor Ione (sheathing split an plate or 1 Y2X 36" straps 4' v. c. mudsill to studs}
Seismic hold-downs at garage panels <4' wide MAPA narrow panel design of <2'8"), hold --downs mush be on
double stud or 3X with all. nail hakes filed. R602.10.4
Foundation waterproofing to finish gradeR406-J.
Crawl space ventilation 1sf per 150sf (w/ vapor.barrier lsf per,.1500sfi� within 3'.of comer R4084-2
Cripple Wal ls hover 4' sized as 2 story, under 14" must be solidly sheathed one side} R602.9
Mud Sill (bolts in proper location, nuts tightened, 2'1 x2"x3/6" washers (conditional), pressure tre2ted or
redwood, joints blocked or under studs at wall and gaps grouted or shimmed R403..l.,6,1 1 R602al I A
Frame -
_Floor Sheathing and nailing Typ. 3!4" T&G - 6" on edges & 12" in, field -(perpendicufa.rto joist)
Joisi Spacing and Size has per plans)
Bearing (1 - 1 12" min.) &.Lappi ng (3'' min. when joists lap over walk or- beam)
_Notching (depth -1/6 max., length - 1 /3 depth max., not in middle 1/3, ends- 1/4 depth max.) TJI-NO
Baring (113 "d" max, >2" of top or bottom or another holy or match) TJ1 see char
Cantilevers- Block' reinforcement span and s.pacinq as per plans.
Joists Under Load Bearing Partitions (shall be doubled as per Section 502.3-3, if plumbing space needed,
the joists shall he blocked 4' o. c.)
Girders and Beams (as per plans, nailed or mechanically connected to frame and proper bearing)
Joist Hangers (check location & nailed properly)
Draft Stop (required for over 1000 sq ft, of unusable space of floor/ce'l'ng)
Basement Walls (pressure treated or redwood sill plate properly fastened to slab.
Stair Opening (as per pian & properly supported with hangers or walls)
Stairs (check rise- 7 3l4" max., run- 10" min., uari.- 318" max, width -3' min. & head room- 6-8")
Wall Layout (as per plans)
Interior Wall Stud. Spacing (load bearing is same as exterior}, 24" o.c. max.}
Bearing Wall Window and Door.Headers Nailinq hedge lends)
Exterior Bearing Wall Stud Spacing - wills canipa roof lead only; 2x4-1611 o.c. 12'max
2x4-2411'__o.c. 10'max, 2x6-16" o.c. 18'max,- 2x6,2411 o.c. 16'max, one floor & roof. - 2x4 16" o.c.
1D'max_, two floors & roo 2x4-12 " max 10'(Fig 602.3.2.(1-3))
_Double Top Plate Ooints lapped min. 4')
Single Top Plate (direct
fearing &
adequately died at
joints with steel plates)
Stud Notchi (bearing
25% max.)
BoriDq_40% mai,
5/811 min. to edges (60°/a if doubled)
Fire Blocking (roof space line at wall, concealed spaces & at studs over 101y
,Firewalls (between duplexe's'& gara',*ge/hom'e), firewall P'enetratian�s - elec. -boxes- rated, ducts
2E gauge & not open to garage, door --20 minute rated min.
Roof
Truss details (35# snow load aid 90 mph winds) See truss details
,.Roof Trusses {spaced and braced as per manufacturer}
Rafter and Truss Tie --Dawns and hangers
Rafters Lateral Support (block at bearing when exceeding 5 to I rule (2x12)
_Roof Sheathing: Nailing ("H" clips w/ 7/16"), edges -6" o.c., field -1 2" o.c.
Attic Access (provide 221F x 30T' min. access where clear height > 3D")
'Roof Ventilation (standard 1115a or X1300 if 50 - 80% is 3' above eaves)
Mechan'i'cal Rough Plumbing Insp. Done?
_Equipment gas shutoff valves in same room (FP exception) and within 6' of appliance (IFGC 409,r5)
_Sediment Traps ('If not built into appliance) at Furnace & W.H. (IFGC 408.4)
Duct Supports and sealed metal - < 10` spacing & Flexible — < 4' max — (2" sag in 4')
Clothes Dryer Ducts (solid metal ducts, no screws extending into duct & vent directly to outside)
Duct insulation (insulation in non -conditioned Space)
Room access 24" min width I Attic access clear opening 20x30 min (Under floor is 22x3O)(IMC 306)
Pressure Regulators (access, vented, dee fitting each side) {IFGC 410}
Gas pipes not in ventilating or circulating air duck (IFGG 404.1)
Metallic gas pipe bends are smooth & free from duckling, cracks, or other damage (IFGC 40x.2)
Pressure Test:
Gas Pape Materiel:
Branch Lines: Length
CSST
ft
ft
ft
ft
ft
ft
ft
psi
Sch40 MP
n
ft
ft
ft
min duration
Copper
Diameter
lb pressure drop
Main Line
ft Diameter
Appliance/BTU's (if known)
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