HomeMy WebLinkAboutCHECKLISTS - 05-00026 - 90 S Hidden Valley Rd - Addition0
RESIDENTIAL PLAN CHECKLIST
(2003 International Residential Code)
Date: 2,.,/ y-oS
Bu1lding Permit Number: �,� _ Ooo 7,1.e
Project: �i//-vt i er- V Job Address.: 0,0 S.
honing: LDR, I Number of Stories: Valuation. $ Fixtures:
0
Floor Area (sf), finished, unfinished, garage
Permit Fee; $ Plan Check Fee: $
The following comments based an the 200.3' edition of the International Residential Code should be resolved
before a building permit is issued. This correction list is not a building; pem-ni. The approval of plans and
specifications does not permit the violation of anysecfiion of the International Residential Code or any federal,
state or local regulations.
PLAN CHECK
A. Plans
�T'o Scale /'ILegible
/�Plot Plan Y &1ood Plain
door / Foundation Plan
Sect1won showing construction details
All Build*ng Elevations
D esi n Criteriag (shall be identified on plans as
Truss Calculation sheets
l-,
e Flog Joist Details
_Energy Calculations (R320 & Ch 11)
Wind - 85 m.p.h., Snow - 35 Ib. Per sq ft.)
B. Zoning check one - in some cases LDR2 and MDR may -apply)
LDR LLDIRI _Lot area— LDR- 12.,000 sq. ft. min. (width 80 ft. min) & LDRI.- 8,000 sq. ft. min
(width60 £t. min.).( LDRI duplex - 10,000 sq. ft. min.)
C se
� Single Family Duplex (LDRI only - Conditional use
I3. et Becks (taken from eaves)
Front set back (32 ft. from curb)
Note: 6+D% min of brant yard green.
//e,Rear set back (LDR 25 ft. & LDR 1 20 ft.)
l
0S ides set hacks (6" for every ft. of building height with LDR - 7.5'min., & LDR! - 6'min.)
O
/Building-Height (maximum 30 fit.)
E. Foofings
Proper S Sze has per Table 4q3. 1,
Rebar (2-#4 continuous)
use 1500 psf unless soil type is known, Table, X41.4.1 for soil bearing)
Footing Depth (36" below finished grade and 12" below undisturbed soil; 180" to top of slab
F. Foundation
Foundation walls wl rebar (city ordinance}
112" Anchor Bolts with 3" x 3" x 1/4" square washers (incl. interior bearing walls R403-1.6.1
Foundation Drainage (foundations on sift soil shall be designed per R405)
�nZerior)
Damp proofing/Waterproofing to finish grade... R406.1 (fnd. extends 6".min above grade R404.1.6)
I I Zrav�rl space access of 1$" x 24" min. R408.3 (may differ if mach appliance �s in crawl space M,1305.1.4)
Crawl Space Ventilation/Insulation =1 sf vent per 150 sf. (with moisture barrier
within 3' of each corner (insulate walls vent to inside of hoj�e) R408.2
Grading slope away from house_ R4013
G. Frame
,/°'Sei.smic Hold Downs and Braced Wall Panels (R602-10)
Floors j oi5ts sized as per R502-3, Wood I j aists sized per manufr.
,foists Under Load Bearing Partitions shall be doubled. R502.4
1_ s£ per 1500 sq. ft.) and
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Girders sized per R502.5 or per manufr. Tables for engineered products
Cantilevers (comply with R542.3.3 or manufr instruction)
/ Floor Sheathing X314" min for joists 24" oc
5/8" for joists 16" o 8503.1
Z�all (bearingand nonbearing) stud sites, height & spacing per r 602.3(5) R602.3
Headers in Bearing Wall shall be designed as per Tables 5 02.5{ 1 &.2} 8602,7
Roof Trusses
desi ned accordin to R802.10.1)��._ � 35 # Snow and 90 mph winds (Local Conditions)
Rafter and Truss tie -downs. (R802.10.5)
Attic Access 22." x 30" min. opening (R807)
H. �terior Covering
Masonry and stucco shall have weather resistive barrier over exterior sheathing R703.2 & 703,9.E
I, Roof Cowering and VentilatdP
ion
/'Roof Venfilation as per R806
Asphalt Shingles (slope>2:12) w/ ice protection. father type: to corn.Pw/ R905.lY�
J. 'rewalTs
GaragefHouse drywall separation (protect exp. walls & beams. supporting habitable space) 8309.2
/.Door from Garage to House (13/8" solid wood or steel door, or Zfl inin. fire -rated door) 8349.1
OTuvo Family Dwelling Separation (1 hr fire separation) Supporting structure also rated. R317.1
0
'Twin homes & Townhouse7<
s (2 hr separation & 4' overburn protection or parapet} 8317.2
'
One hr wads parallel to and within 3 ft of property line wl NO openings. R302
�Penetrafiions in precious 3 items to comply with 8317,3
�. General Requirements
_j<H4'
ouse Numbers R321.
Half Openable 3sf window or Mech. Ventilation in bathrooms., water closets, and similar rooms. R3033
Interior and exterior stair illumination shall comply with R303.6.
, Batliroom Fixture clearances comply with Fig ure 8307,2
110
cOne room at least I2(? sf.; [ether habitable rooms 70 sf. min wl a min, dimension of 7 ft. R304
*areas it;,,/ sloped ceilings les. than 5fit in height &Jiirred ceilings less than 7ft DCS NOT comply
*30% or more qfthe required area must be at least 7ft high in rooms wlsloped ceiling
,.
Pp sclearance from window r cantilevered floors. R310.2
/'G- lazing at Hazardous Locations 8308
�'Emergency Egress in all sleeping rooms and basements with habitable space R:310
/e000ne required Emit ]door shall comply with R311.4
Landings at top and bottomof stairways R311.5.4, and each side of each exterior door. R311.4.3
�Stair Rise 1 Run {7 3 14" max. rise & 1D" min. tread. nosing req'd if X 1 1"} air Width (3 6" min),
Stairway Headroom (68" mzn,} r andrails (34 "to 3 8" above stair nosing) (R311.5)
/Special conditions for circular, spiral and winder stairways and bulkhead enclosures 8311.5.8
/0'r"Stairway Protection (enclosed accessible space under stays shall be covered with 112" drywall) 8311.2.2
guardrails complyingwith 8312 { Handrails complying with R311-5.6
make Alarms (each. bedroom and common area and one on each level} (R 313)
IMIMI
1 MAW
Homes with glazing < 15% of gross area of ext. walls (Town]-iouses < 25%) to comply wl Chapter 11.
otherwise shall meet ��quiYemeni.� of I�'CC for Yespective building type. N1IU1.2
Vapor xetarder on waarm in printer side of walls ceilin and floors 8318
� g
*Water
_ Heater heat traps IECC 504.7
I Z
Duct sealing and insulation N1103.3&4 or IECC 503.3.3.3, 503.3.3.4.3
Plans match quantities & values on a "passing" REScheek compliance report
Mr Mechankal
bathrooms, toiled rooms, or storage closets G2406-2Gas appliances nvt in bedrooms,
/Room access 24"min width/Attic access clear opening 20x3O/Under floor no. 22x30. M1305
Potential vent/connector offset > 75% of total height (Exception provided by G2428) G2427,6.4
: Dryer dent length. 25' max wl S' transition (-5' per 90 deg turns) M1501.3
Gas "paint of delivery" and material used to detennine pipe sizing. G2413
Project:
Job Address
FMO
FINAL INSPECTION CHECKLIST
�lv'd'ef t ko,
Building Permit Number:
The fallowing comments based on
resoled before an occupancy perm
-C 1 1%
the 20-0Q edition of the Int6rnational Residential Code should be
it is issued. This correction list is -not a building permit. The approva
Nca"ons goes nit permit the violation OT any section ot me InteMational Residentia
uQde or any federal= state or iocal regulation.
3 3-12-03
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- grade (vard is sloped away from foundativn)
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trip 5' wide (W/ 6" of granularbo'rrow (hill 12")) --7' L'S strip
ndvws - uovers and Screens (shall be releasable or removable from the. inside.for egress
'wells min. 24 1) clear (out and above well _
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Steps (7 3/4 max. ri " Min.
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. � � � .. ar .• �.. r rJ� c_.•} � a 1.. �' � � � tl. ;� - _ yy, Yr.ai_ i,., Lr�
aF {+ �. _. °f.Y •' _° * v^ �, F ia]iW° i . _ v ndl
LStairway Handrails 4 or more risers -or.over-30
G"Guard.ralls -(P
(<47 m ax,. i n g of u p rig
rovide ff ave r 3 0" aaave fl oor/g rad e &.4 max sphere spacing far uprig hts) : .`A �.r=
KJ ,Landings �36" x 3611 min. not re .'a� the -to of
� q p the stair �� a door does not swing over starts}
7hresholds 1 1i2" max.:abvve floor -or landing- if'.doornotdoes _swir�g lar��ing} ..
/
Posts to be treated, redwood or cedar if in contact of concrete f earth)
......,,,-,-,Roofing a arena leaks installed apparent properly and roofing as per plans)
Masonry lintels as per table 703.7,, 1)
Roof Ventilation has per plans)
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INSIDE,
1. Egress Doors(all e rens d�vrs mus9 t be abbe to open from inside without use of keys or tools)
1111II�'indow Energy talc's: match actual window
,,. Safety Glazing provided in all doors, within 24" of door arc and below 6Q" , & in tub enclosure
BathroQrn Ventilation (either operable window or fay that vents directly to outside)
Sinks, Bathtubs and Sbowers {check for caulking, operation and ieaks)
Stairway Illumination (switch at fop and bottom)
Ztairs (7 314f? max. riser 10 lop
min. tread,(nosino. 3/4" to 1 1/4"with solid risers}
and
rails Cont (3411 to 38", 1 1/2" to wall, and grip 1 1/41' to 2" dia. upright ,< 4"Ariangular space 6" max)
-
�•� Guardrails 36's high and continuous, Rev'd 30" or more above grade or floor(, uprights 4
sphere Max
WMPMP�
spacing, triangular space 6" sphere max spacing}
MIr
�� Garage (Dry walled and taped, firewall penetrations and electrical boxes, door to house 20 min. rated,' _ _ .
ducts penetrating firewall must be 26 gauge min. ¬ open to garage) � .., ,.. ,
Egress Windowsclear 20.1P width and 24"_height, 5.7.sf..min. operiing with 44" max. sill, height)
Smoke Detectors (in each sleeping room outside ire immediate vicinity and on each story/basement..,
-
tl split levels (w/o doors), only on upper floor --all interconnected without a disconnecting switch)
Foam Plastic (meets -'requirement of R3't8�
n o-re'd or strapped to building}Water Hater Anchorage over 4' with flex waterconn. shall be a 'ch
Water IL Heater Vent (check air flow with return in -•
/Clothes Dryer Ducts (solid metal ducts, no screwrs in duct & vent directly tv outside) , ; �- .� -. .
Duct Suppvrts (metal ducts sup orted 1 0 min spacing & :non metal as per manus. installationn r,} ` __ . __ .
ouct Insulatian duet in non cOnditioned areas shall be insulated}= i�.
_
'Gas Line Supports. spacinq 10'=for up tv 3/4",: 12' -for over 1 and 6' for tubing up #01 1 /2". � _ ... .
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FRAMING/MECH. CHECKLIST
Date q _- /I_e7S—
Project: k.,� P i r- fI ;
Job Address:
19
W.9"t W
V"/
Building Permit Number:
The following comments based on the 2000 edition of the Intemational Residential Cede should be
resolved before an occupancy permit is issued. This correction lisp 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.
r
,; J7 y a
Exterior
Concrete Slabs (3 112 " min. thickness & 4" gravel base min.)
Z-Braced'Wall Pmail or staple - 611 a. c. at edges & 112U o. c. in field)
.Adequate uplift control at floor line (sheathing'split on pate or 1 '�z X 3613 straps 4' �, c. mudsili �o studs)
)
0).� Seismic hold-downs at garage corners e4' wide (alternate braced waElanelspane oth sides
24" min -� bhold downs�
must be on double stud or 3K with all nail choles
Foundation. Water -proofing
I'll
Crawl space ventilation 1 sfi per 1 50s awl vapor barrier 1 sf per 1500sf) within 3' of corner
'� Cripple Walls (oyer 4' sized as 2 story,under 14" must be
solidly sheathed one side
-Mud Silk (bolts in proper location, nuts tightened, 2"x2"x3/16" washers, pressure treated or redwood, joints
blacked or under studs at wail and gaps grouted or shimmed)
Frame
ZFloor Sheathing and nailing Typ. 3/4" T&G - 6" on edges & 12" in field) perpendicular to joist )
L! Joist Spacing and Size (as per plans)
LBearing (1-1/2" min.) &.. Lapping (311 min. where joists lap over wall or beam)
otching Ldepth-1/6 max., length -1/3 depth max., not in middle 1/3, ends- 1/4 depth max
b ,
Boring {113 "d" max, >2" of fop or bottom or another hole or notch} TJI see chart
ZCcantilevers-Blocking, reinfarcemer�t, span ands acro asperplans.
�9
Zoists Under Load Searing Partitions (shall be doubt
the joists shall be blocked 4'o. c.}
JI -NO
ed as per Section 502.3.3, if plumbing space needed,
9
Girders and Beams (as per plans, nailed or mechanically connected to frame and groper bearing)
/. Joist Hangers checoca ion & nailed properly)
Draft Slop (required for over 1000 sq ft. of unusable space at floor/ceiling)
/"'Bcaseme-nt Walls pressure treated v� redwood sill �at�pro erg fastened �a sla
/P P Y b)
-nitdir uperung tas per pian & properly supported with hangers or walls}
Stairs (check rise- 7 314" max.., gun- 10" man., vari,- 318" max, width -3' min. & headroom- R1-911)
0
_/Olowall Layout has perplans)
Interior Wall Stud Spacing
(load bearing is same as exterior}, 24" o.c. max.}
.�'/Bearing Wall Window and Door Headers Nailing (edge lends)
Exterior Bearing Wall Stud Spacing - walls carrvinq of load only-, 2x4-16" a.c. 12" max
2x4-24" o.c. 10'rnax,M 2x6-16" o.c. 18'ma 1 G' max, one floor & roof:
10'max., two floors&. COOf; 2x4-12" max 10' (Fig 602.3.2.(1-3))
Double Tap Plate {joints lapped min. 4'}
JdETip Plate (direct bearing & adequately tied at joints with steed plates)
- 2x4 16" o.c.
Stud Notch'] {hearing 25% max.} Bori40°/a max, 518" min. to edges (50% of doubled)
F ire Blocking (roof sp ace line at wall, concealed spaces & at studs over 10')
Firewalls (between duplexes & garage/home) , firewall penetrations - eiec. boxes- rated, ducts —
26 gauge & not open to garage, door —20 minute rated min.
Roof
Truss details (35# snow load and 85 mph winds) See truss details
Roof Trusses {spaced and braced as per manufacturer}
Rafter and Truss Tie -Downs and hangers
OF
- eRafters Lateral Support(block at bearing when exceeding 5 to y rule (2x1 2)
l, Roof "o.c., field -12" o.c. : Nailin9�"H" cii s w17/�6" , ed
es -6
Attic Access (provide 22" x 30" min. access where clear height > 34")
1 or 113Q0 if 50 - 8[l% is 3' above eaves
Roof Ventilation (standard 1l 5i3 , 3
Mec anical Rough Plumbing lnsP. Cone?
(2
Equipment has shutoff valves in same roam (FP exception) and within 6' of appliance (IFGC 4U9.5}
Sediment Trapp cif not built. into appliance) at Furnace & W.H. (IFGC 4U8.4)
(.,Dbuct� Supports and sealed.metal - c 1 Uspaclng &Flexible c 4 max --(2 sag in 4 )
Clothes Dryer Ducts (solid metal ducts, no screws extend -Ing into duct & vent directly to outside)
Duct insulation (insulation in non -conditioned Space)
Room access 24" min width 1 Attic access clear opening 20x3O 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 duct (IFGC 404.1)
Metallic gas pipe bends are smooth & fres from buckling, cracks, or other damage (IFGC 405,2)
2003 IRC Heat Loss /Heat Gain Plan Review and Field
inspection Checkfist`/G5
Numbers in parenthesis refer to applicable sections in the 20D3 IRC.
Plan Review,:
Before accepting a submittalyQu may wish to be sure of the following:Are submitted documents of sufficient cIarit ? Yes/No
• If software, is it RCCA Manual J, 8th ED. certified? (M1401.3) ------
Are there room by roam load caicuiations sawn? (M1401j)
is there a duct d design baseon RCCA 1�lanual D? (M1601:rl)
■ Are the appliances spec�fred correctly by AICA Manual S?
L��-v�.�..i, i i�oGi.�} ,i�CA rYraTiidi S re�ulates.equ� .�men�c sizing: +4U"% Nat �aaS �i-� .
Through the plan review process you maywisto
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h verify the following:
• Is the design location carrecfi� -
Is the building orientation correct?
Are the des[g'n parameters correct? (Inside htg-7Q,c1g=75} .
• Dv the R -values specified in the plans match the ca�culations?
Dv the U -Values specified in the pians match the ca(culaions',
• Check the gross areas for walls, fr 100-r.. , ceilings, doors and glazing,
Are there any fireplaces correctly specified?
f Are the rooms accurate?
•
Is there any window shading?
Are the ducts located in conditioned space?
• If yep, is there'a BTU loss for the duck system? (Incorrect.)
• If no, is the proper duck i lation specified?
Field inspections will require a scam ed copy
equipment selection on site. You may wish to, deterrrtin� co� �uc����ig� ar��
foflnwrng:compliance with the
Has the duck design be followed",?'
*
Have appropriate controls to assure design CFM been installed?
• Has all required duck insulation been installed?
•
Has the specified equipment been installed?
The information listed above !.s simwithiy r��erenCe material to assist wi�a�hE��'
code compliance in- regard to equipment sizing and duet design only,�n9
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