HomeMy WebLinkAboutCHECKLISTS - 05-00181 - 165 S Hidden Valley Rd - New SFRRESIDENTIAL PLAN CHECKLIST
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(2003 International Residential Code)
Date,*. 1%7 -7 - (- c)C'
Project:
Zoning*. Number of Stories.
Building Pe-rmit Number: C � o 0 18 f
JobAddressa 164ald
l
Basement:C No l Fin. Unfin.
Ni Z,. --
Floor
Area (sf): j 8SZ, finished, unfinished,
Valuation0
: $
Permit Fee-. $
Fmek 4rg, 41 1- �m
UQ/l
Fixtures
Plan Check Fee: $
The followi.ng commends based on the 20D3 edition of the Intemational Residential Code should be resoled
before a bu'ld*ng pennii is issued. This correction Iisi is not a building permit. The approval of plans and
spec�£xcations does not permit the violation of any section ofihe Intemational Residential Cede or any federal,
state or local regulations.
PLAN CHECK
A. ani
To Scale
/Legible
lot Plan Y Iq Flood Plain
//'Fhoo'r / Foundation Plan
001�
Z.Secction showing construction details
All Building Elevations
Z'Design Criteria.(shall be xdent�fed onplans as
Wind - 8� m.p.h., Snow - 35 lb. Per sq ft.)
Truss Calculation Sheets & Floor Joist Details
Mechanical Design
Energy Calculations (8320 & Ch 11-)
B. Zoning (check one - in some cases LDR2 and MDR may apply)
LDRI.
_�LDRI Lot area —LDR- 12.000 sq. ft. min. (width 80
(widd-160 ft. min.).(LDRl duplex - 10, 0 0 0 sq. ft - min.)
ft. min) & LDRI,- 8,00-0 sq. it, min
C. Use
Single Family —Duplex (LDRI only - Conditional use -Pen-nit?
D. Set Backs (taken from eaves)
/'Front set back (3Z ft. from curb)
-Nate: 60% min of front yard green
ZRear set back (LDR 25 ft. & LDR1 20 1t.)
Sides set backs (6" for every ft. of building height with LDR - 7.5miii., & LDR1 - 6min.)
/Buildingr-Height (maximum 30 ft.)
E. Footings
Proper Size (as per Table 40-1. I,
„Rebar (2-#4 continuous)
use 1500 psf unless soil type is known, Table 401.x. 1 for said bearing)
Footing Depth (3 6" below fin ished garde and 12" below undisturbed soil ; 18" to top of slab — interior)
F. F ndation
Foundation walls wl rebar (city ordinance)
1/2" Anchor Bolts with 2"x 2"x 31I6" square washers (incl. interior bearing walls) R403.1.6.1
foundation Drainage (foundations on sift sail shall be designed per R40:5)
z, Damp proofing/Waterproofing to finish grade. R406.1 (fnd. extends 6" min above grade R404.1.6)
Crawl space access of 18" x 24" min. R408.3 (mai differ if mech appliance i s in crawl space M 13 0 5.1.4}
—Crawl Space Ventilation/Insulation =1 sf vend per 15a sf. (with moisi:ure barrier 1 sf.Ter 1500 (,sq. ft.} and
within 3' of each comer (insudate walls vent to inside of home) R408.2
Grading slope away from house. R401.3
G. Frame
l,e Seismic Haid Downs and Braced 'mall Panels (R602.10)
N'loors joists sized as per 8502,3, mood I joists sized per manufr.
0 sus Under Load Bering Partitions shall be doubled.. 8502.4
.,;Z— i
Girders sized per R502.5 or per manufr. Tables for engineered products
-- Cantilevers (comply with R502.3.3 or man -Lift instruction)
door Sheathing (3/4" min for joists 24" oc & 5/8" for joists 16" oc) T2503.1
Fall (bearing and nonbearing) stud sizes, height &spacing per Table 602.3 (5) 86 02.3
/Headers in Bearing Wall shall be designed as per Tables 502.5(1&2) 8602.7
s
/�Roaf Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
ARafter and Truss tie -dawns. (R802.10.5)
10/
eI�' Attic Access 22" x 30" min. opening p g
H. xterior Covering
Masonry and stucco shall have weather resistive barrier over exter�ar sheathing R703.2 & 703.9.1
I. Roof Covering and Ventilation
/#O�Roof
Ventilation as per R806
.�Asphalt Shingles (slope>2:12) w/ ice protection. (Other type:
to comply w/ 8905._)
J.rewalls,F�'
t/�GaragelHouse drywall separation (protect ext. walls & beams supporting habitable spaced R309.2
Saar from Garage to House (13/8" solid wood or steel door., or 20 min. fire -rated door} 8309.1Ar
-i'wv Family Dwelling Separation (1 hr fire separation) Supporting structure also rate.. 8317.1
0-"'TR,vin homes & Tou;nhoiises (2 hr separation & 4' overburn protection or parapet) R317.2
ane hr walls parallel to and within 3 ft of property line wI NO ope nings. 8302
Penetrati ons in previous 3 items to comply with 8317.3
K. General Requirements
Z 00 House Numbers 8321
/'Half Openable, 3sf window or Mech. Ventilationin bathrooms, water closets, and similar rooms. 8303.3
Interior and exterior star illumination shall comply with 8303.6.
Bathxaom Fixture clearances comply with Figure.R.2307.2
One room at least 1201 sf:; OtIler habitable rogins 70 sf. min vvl a min. dimension of 7ft. R304
*areas wI sloped ceilings less than 5 ft in height &furred ceffings less than 7 ft .DD ATOT comply
*SD% or more of the required area must be at least 7ft high in roams w/ sloped ceiling
–s^'-=` -._ --_ 3.. z .. ., -- -.,..-='tet - ��f'�'4'r�3Y.`•�"4i54i.-w �;..- .^i^ - irr.•.r.: - - i - - -____ -- _' - .moi- �_ fln� ,—�.r ��.r. _
.. -- ,mss -:fes, - � ���.- •- .. -
R�4:
rM
Egress clearance from window wells ender cantilevered floors. R.310.2
{
Glazing at Hazardaus Locations 8308
;;�-�Emergency Egress in all sleeping roams and basements with habitable space R310
One required Exit Door shall comply with R311.4
--o'Lancixngs at top and bottom of stairways 8311.5.4, and each side of each exterior door. R-311.43
�'St�ur Rise 1 Run (7 3 14" max. ripe & 10 " min, tread, nosing req' d if <I I Stair Width (_3611 min),
Stairway Headroom (68" mina-I-andrails (34"to 3S" above stair nosing}(8311.5)
Special conditions for circular, spiral and winder stairways and bulkhead enclosures R311.5.8
ZStairway Protection (enclosed accessible spare under stars shall be covered with 112" drywall) R311.2.2
Guardrails complying with 8312 Handr*Isacomply' with R31L5.6
�" Smoke Alarms each bedroom and common area and one on each level) (R 3I3)
L. Energy
-..//Hames with glazj*ng < 15% of gross area of ext. wars (Townhouses < 25%) to comply wl
*Othenvise shall meet requirements ofIECCfor respective building type. N1101.2
V
apor retarder on warm in winter side of walls, ceiling and floors 8318
/ *Water Heater heat traps IECC 544.7
.�' Duci sealin and insulation NI 103.3&4 or TECO 503.3.3.3, 503.3.3.493
/-Plansmatch quantities & values on a "passing" REScheck compliance report
Chapter 11.
M. Mechanical
,,'as appliances not in bedrooms, bathrooms, toilet roams, or storage closets G2406.2
r�ABU-
Room access 24" min widthlAttie access clear opening 20x3O/Under floor x.o. 22x30.1VI1305
444"OP�iotenfial vent/connector offset > 75% of total height (Exception provided by G242$) G2427.6.4
Dryer Vent length 25' max w/ 8' transition (-5' per 90 deg turns) M1501.3
Gas "paint of delivery" and material used to determine pipe sizing. G2413
ENO
FRAMINGIMECH. CHECKLIST
Date: lb -C'Se"
Project: llarr-i'�50, Tr_efftl
Job Address:
Building Permit Number:
57 ce_;�
�,Oo,
1
The following comments based on the 2003 edition of, the Intemational Residential Code should be
resolved before an occupancy permit is issued. This correction list is not a building permit. The approval
and specifications does not permit the Uiolatian of any section of the Intemation.al Residential
of
plans a p
Codi or any federal, state or local reguiatEons.
Exterior
Concrete.Slabs (.3 1/2 "min. thickness & 4" gravel base min.) R506.1
Braced Wall Panels (sheathing) (nail or staple - 611 o. c, at edges & 12" o. c. in field) Table 602.3(1)
control at floor line(sheathing split on plate ar 1 ���X 35" straps 4' o. c. mudsill to MudsAdequate up1��t cant
Seismic hold-downs at garage panels E4' wide MAPA narrow panel design if <2'8"), hold-downs mush be on
double stud or 3X with all nail holes filled. R60ZIOA
Foundation waterproofing to finish gradeR406.1
Crawl space Wentila#ion I sf per 150sf (wl vapor barrier 1 sf per 1500sf) within 3' of corner R408,172
�
Cripple Walls(over 4sized, as 2 story, under 14 must be solidly sheathed one side} R602.9
' • Boring (113 "d„ Max, >2'P at top or bottom or another hole or notch) TJX see char
..--------.Cantilevers- 8g, reinforcement span ands acinq as per plans.
2 -Joists Under Load Beari
ng Partitions (shall be doubled as per Section 502.3.3, it plumbing space needed,
the joists shall be blocked 4' a. c.)
G 10 irders and Beams has per plans, nailed or mechanically connected to frame and proper bearing).
Joist Hangers (check locatio &
nailed properly)
Draft Stop (required for over 10x0 s f#. of unusable able space at floorlce�1tng)
Basement Walls (pressure treated or redwood so Plate properly fastened to slab),
/Stair opening {as per plan & proper supported pp arte
d uvfth hangers or wolfs}
Stairs (check,rise- 7 3/4"nx.run- �" min.vari__ :�IR�� �,�., ,..:.�4�, -
Wall Layout (as per plans)
Interior Wall Stud Sp
61,8
I . 2 VVI - Iij, a r -11
acing (load bearing is same as exterior), 2411 Q.C. Max.)
Bearing Wall Window and Door Headers Nailin (edge lends)
Exterior Bearing Wall Spud Spacing - walls carryinq roof Load vnl 2x4-16 2x4-2410 a. c. 'IO' max,- 2x6-16" a.c. 'IS' maxLZx6-24" o.c. 16' rnax �� a.C. 1 2 max
one floor & roof: 2 x4 16 o. c.
1 Umax., fiwo floors & roof' 2x4-12" max 1o' [Fig 602-3.2. 1
.�'' Double TopPlateCoInts lapped min. 4')
„Single Top Plate (direct bearing & adequately tied at joints with steel plates)
(�,�Stud Notch' (bearing 25°/a max.) Boring 4p% max 5/811 min.
ire Blocking {root space dine at wall,
.,Firewalls (between duplexes &gar,:
26 gauge & not open to garage,
M,Mleft� A=�.0
to edges (80% if doubled)
concealed spaces & at studs over 101)
ge/home) , firewall penetrations - elec.boxes- rated, ducts -
door —.20 minute rated min.
-/-.Roof Ventilation (standard 1/150 or 1/300 if 50 - 80% is 3' above eaves)
Mechanical Rough Plumbing Insp. Done.?
Equipment
gas shutoff valves in same room (FP exception) and within 6'of appliance (IFGG 409.5)
-G--
.y� Sediment Traps (if not brant into appliance) at furnace & W.H. (IFGC 4Q8.4)
Duct Supports and sealed meta [ - E 10' spicing & Flexi ble -- C 4' max -- (2" sag in 4')
Clashes
Dryer Ducts(solid meta! ducts, no screws ex�endin into duct & ven#directlyto outside 9 )
.'/ Quct insulation (insulation in non -conditioned Space)
J/
„Room access 24" min width /Attic access clear opening 20x3O min(Under floor is 22x3O)(IMC 306)
Pressure Regulators (access, vented, tee fitting each side) (I'FGC 410)
b`
Gaspipes not in �en�Elatin rg v circulating air duct (IFGC 404.1)
..Aetalfic gas pipe bends are smooth & free from buckling,
cracks, or other damage (IFGC 403.2)
Pressure Test: f'—PSI �� �'s'�irn n dur. tion � Ib pressure drop
Gas Pipe Material: CSST Sch40qM�?-- Copper Main Line ft Diameter
branch Lines:
Length
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�ft
C; -C? ft
_eft
ft
ft
ft
To POD pr
ft
ft
ft
ft
Dia -meter
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