HomeMy WebLinkAboutCHECKLISTS - 05-00452 - 626 Autumn Ct - New SFRD
FINAL INSPECTION CHECKLIST
M.
Date: P-
Project:eeo,�-
Job Address.-
Buildi'ng
Permit Number:
The following comments based on
the /QQu edition ot tie Internatfana# Residernfia1 Cp�Ae should b�
resvtved before an occupancy permit is issued. This correction list i -q nQf a huildin� permitThe approval
of plans and speci�Fcafiions does nod permit the violati. on of any section of the International Residential
Cade or anyfederal, sate or local- regulation,
OUTSIDE
r •Y
House Numbers (visible from the'street)
,or Grade (yard is sloped away from foundation)
Sidewalk & Landsca'pe Strip .5, wide (1N1 6" of granular borrow (hili 12)1)) --7' LS strip
„
Front Setback Coverage- 60°/4 min green
XWindows_ Covers and Screens (shall be releasable or removable from the inside for egress
Window Wells min. 24" clear (out and above) well
eExfierior Steps (7 314 "max. rise & 1 OIF min. tread)
.Stairway Handrails'4 or more r'
asers or over 30" (<411max. spacing of uprights)
_ Guardrails (provide if over
Landings (361P x 3611 ruin.
30`" above floor/arade & 4" max sphere spacing dor uprights.)
(not req. at the fop of the stair if a door does not swing over stairs)
ZThresholds 1 1!2" max. above Boor or landing (7 314" max if dear dogs not swing over landing)
X"'Posts (required to be treated, redwood or cedar if in contact of concrete 1 each)
Roofing dna apparent leaks, installed properly and roofing as. per plans)
r Masonry (lintels as per table 703.7. 1)
X -Roof Ventilation has per plans)
INSIDE
ZEgress Doors fall egress doors must be able to open from inside without use of keys or tools)
�'Safety Glazing provided in all doors, within 24" of doer arc and below 60", & in fug enclosure
,Bathroom Ventilation neither operable window or fan that vents directly to outside}
� Sinks, Bathtubs and Showers (check for caulking, operation and leaks)
X"Stairway Illumination (switch at top and bottom)
ZsStairs(7 314 frmax. riser, 1011f min. dread, (nosing 314" to 1 114" with solid risers
Handrails Cont (341, to 38",
1 112" to wall,. �r�d ri 1 1/4" to' 2" dia. u right � 411,urian ular s ace 6" max)
uardraits 35" high and continuous, Req'd 3D" or more above grade or floor(, uprights 4" sphere max
spacing, trianqular s ace C" sphere max spacing)
Garage (D -y waf{ed and caped, firewall penetrations and electrical bores, door to house 20 min. raked,
ducts penetrating firewall must be 26 gauge min. & not open to garage)
Egress 'V�indaws (clear 20" width and �4" height, 5.? st min. ap�ning with 44" max. sill height)
Or
Smoke Defectors (in each sleeping room, outside .in 'immediate vicinity and on each story/basement..,
Split levels (w/o doors), only an upper floor --all interconnected without a disconnecting switch)
f .
Foam Plastic (meets requirement of R318).
.z°1Nater Heater Anchorage as over 4' with flex water conn. shall be anchored or strapped to building}
' r
Heator n t
(check air flow with return in finished basement)
Clothes Dryer Ducts (solid metal ducts, no screws in duct & went directly to.ouiside)
`Duct Supports (metal ducts supported �` min spacing &non metal as per manuf. installation instir.)
1
duct insulation (duct in non conditioned areas shall be insufafied)
,e Gas Line Supports spqgEnA 101 for up to 314"
;:
12'for over I" and Ufor tubing up to 1 112 11
OT
Date.* I,Z,-
Pro
ject:
Zoning: /Zp'-z'
RESIDENTIAL PLAN CHECKLIST
(2003 International Residential Code)
Building Permit Number:
Job Address:
6 Z,(e
Number of Stories: Basement: es
10 � Floor Area (4): finished,
Valuation-. $
Permit Fee-, $
No/ Fin. Un
fins
unfinished,
Plan Check Fee: $
The, following comments based on the 2003 edition of the Intemational Residential Code should be resolved
before a building permit is issued. This correction Inst is not a. building permit. The approval of plans and
spec*
peci�ications do es not perm it the Violation of any section of the Intemational Residential Code or any federal,
state or local regulaiions.
PLAN CHECK
To Scale ,/' Legible
Plot Plan
Y / 'Flood Plain
/""F1oor /Foundation Plan
,/'Section shoving construction details
ZAA11 BuildingElevatiolls
Zesi Cr'teria(shall be identified� on plans as
Truss Calculation
Wind - 85 m.p.h., Snow - 35 lb. Per -
Sq ft.)
Sheets & Floor Joist Deta"Is
ZMechanical Design
oe�
.,LEnergy Calculations (R.3120 & Ch 11)
Be Zoning (che ek one - in some cases
�OIL- LDR LDR I Lai area — LDR-
,DR2
and MDR may apply)
12.,000 sq. ft. min. (width 80 ft. min)
�WXIUIW it. mm.).(LllKl duplex - 10.,000 sq. ft. min.)
& LDRI- 8,000 sq. ft. min
C. Us e
Single Family Duplex (LDRI only - Cond'Ifi onal use
D. Set Backs (taken from eaves)
//Front set back (3 2 ft. from curb) Note: 60% min of front yard green
/Rear
set back (LDR 25 ft. & LDR1 20 ft.)
i0
ides set backs (6" for every ft. of building height with LDR - 75min, & LDR f' m.in.
Building-Height (maximum 30 ft.)
E. F vtings
roper Size (as per Table 403.1.., use 1500psf unless soil tyke is known, Table 441..4.1 for soil bearing)
%J
f
,-'`Rebar (2'#4 continuous
Footing Depth �36" below finished grade and 12" below undisturbed sox ; 18" to tap of slab — interi or)
F. Fa-ndation
.. aundatxon walls wl rebar (city ordinance
1/2" Anchor Bolts with 2"x 2"x 3/16" square washers (incl. interior bearing walls) R40,11*6*1
"Oundation Drainage (foundations on sift soil shall be designed per R405)
,Damp pron�in�l�►�V'a�erproafing to f nish grade. R406.1 (fr�d. extends 6" mi.t1 above grade R404.1.6)
""Crawl space access of 18" x 24" min. X408.3 (may differ if meth appliance is in crawl space M1305.1-4)
�
Crawl Space
within 3'
VentilatioiAnsulation Wi1 sf vent per 150 sf. with moisture barrier 1 sf. per 1544 sq. ft.) and
of each corner walls vent to inside ofhome} R408-2
� Grading slope away from house.
8401.3
came
eismic Hold Dawns and Braced Wall Panels (R602.10)
Floors Joists sized as per R502.3, Wood I joists sired per manufr.
/joists Under Load Bearing Partitions shall, be doubled. 8502.4
Girders sized per R502.5 or per manufr. Fables for engineered products
~�Cantilevcrs (compIv
with R502.3.3 or manufr instructian)
_� loar Sheathing (3/4" min for joists 24"
oc & 5/8" forJoists 16" oc) R503.1
z and nonbearing) stud sizes, height & spacing per Table 602.3(5)
-leaders zn Bearin
Wallshall be designed as peg- Tables 5�i2, 5� 1 &2� R601111111"117.7
8602.3
B Qor trusses (clesigned according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
/Rafter and Truss fie,downs. (R802.10.5
-Attis Access 22" x_310" min. o
pentng (R807)
H.�6"terioir Covering
ZMasonry and stucco shall have weather resistive barrier over exterior sheathing 8703.2 & 7Q3.9.1
Y. Reef Covering and Ventilation
Aoof Ventilation as per 8806
A
omyR9U5sphaii Shingles (slope>2:12) w/ iceprotection.(OthertypeP�. )
J. Eirewalls
Garage/House drywall separation (protect ext, walls & beams supporting habitable space} R309.2
P
Door from Garage to House (11 3/8" sold wood or steel door,,, or 20 min. fire -rated door) R309,.1
TVV0 Family Dwelling Separation (I hr fire separaiion) Supporting structure also gated. R3]7.1
'wan homes & Townhouses (2 hr separation & 4' overburn rotection ar parapet} R317.�
One hr walls parallel to and within.3" ft of property dine wl NO openings. R302
Penetrations in precious 3 items to comply with 8317.3
K. General Requirements
ew_e�_ Hl�
ause Numbers 8321.
00eHalf Openable 3sf window air Meth. Ventilation in bathrooms, water closets, and similar rooms. Z303.*3
-Interior and exterior stair illumination shall comply with R303.6.
?o' Bathroom Fixture clearances comply with Figure R307.2
/"�6ne room at feast 120 sf.; Other habitable rooms 70 st min wl a mzn. dimension of 7 ft. 8304
*areas wl sloped ceilings less than 5 f in height & furred cezlin Qrs le y y thn" 7 fr I7r) nrn7'
*St1yo or mare o, f the requit-ed at•ca must be at least eft high in roomy Tv1 slopeA' ceiling
Egress clearance from window wells under cantilevered floors. R310.2
,Glazing at Hazardous Locations R308
Emergency Egress in all sleeping rooms and basements nth habitable space R310
One required Exit Door shall comply with 8311.4
Id" Landings at top and bottom of stairways 8311,5.4, and each side of each extcriar door. R311.4.3
f'
-'' Starr rise 1 Run (7 314" max. rise & 10" min. Tread, nosing req' d if � 11 "} �tair width (36" rein),
�,�'�tairv�ray Headroom (6` 8" xx�,xn.} Handrails (34"to 38" above star nosing}(R311.5�
Special conditions for circular, spiral and winder stairways and bulkhead enclosures. R311.5.8
.� Stairway Protection (enclosed accessible space unArs shall be covered with BIZ" drywall) R311.2.2
r
Guardrails complying with P.312 �Af'andrails complying with R311.5-6
Smoke Alarms (,,each bedroom and common area and one on each level) (R 313)
L. Energy P14 0 0'e, LX t
f'
Homes with glazing < 15% of gross area of ext. wa11s {Townhouses � 2'%) to comply wl Chapter I 1.
*Otherwise shad meet requirements of IECCfor respective building t�vpe. N1101.2
vapor retarder on ��vanm in winter side of walls, ceiling and floors R318
/Water Heater heat traps IECC 504.7
/Duct sealing and insulation N1103.3&4 or IECC 503.3.3.3,503.3.3.4.3
/Plans match quantifies & values on a
`<passing" REScheck compliance report
M. Mechanical � o � a�,�.,,.�,-s i�V� _ 1K vvl c.��.+�a�v► �` �.
J e5 F �;A .
,,'Gas appliances not in bedrooms, bathrooms, toilet rooms, or storage closets G2446.2
Z --Room access 24" min width/Attie access clear opeffl:ng 2000/Under floor no. 22x3. M1305
P otenlial vent/connector offset > 750,,/o of total height (Exception provided by G2428) G2427-9-6-4
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 siring. G2413
FRAMING/MECH. CHECKLIST
Date:
Pr0ject:
Job Address: I
Building Permit Number:
The following comments.based on the 2003 edition of the International Residential Code should be
resolved before an occupancy permit -is issued. Thi's correction Inst is not a building bern it Thi q-n'rnx:nl
of pians and specifications Moes not hermit the violation of any s
Code or any federal, sate or local regulations.
Exterior
OConcrete Slab's (3 112 " min. th'ckness & 4F1 ravel base min.) ) R
Bra-iced Wall Panels (sheathing) (nail or staple - 611 v, c. at edges & 12" o. c. in field) Table 602,3(l}
Adequate uplift control at floor line she Y2X p { afh�ng spl�# on plate or 1 straps 4 a. C. rnudsifl to studs)
Seismic hold-downs at garage panels �4' wide MAPA narrow panel design if <2'8"), hold-downs must be on
' double stud or 3X withall nail hofs titled. R602.10'.4
Foundation waterproofing to finish gradeR406.1
�Crawl space ventilation I sf per 1 50sf (w/vapor farrier 1 sf per 1 500sO within 3' of corner R408-1 -2
Cripple Walls {aver 4' sized as 2 siory, under 14 mush be solidly sheathed one side} R602.9
//MUC
Sill (bolts, in proper IOC2fioh, nuts tightened, 2"x2"x3/16" washers (condition'al),''pressure treated or
redwood, joints blocked or under suds at wal! and gaps grouted or shimmed) R403, 1 a6.1 ! R602w 11 1
Frame
F loor Sheathing and nailing Typ. 3l4" T&G - 611 on edges & 12" in field (perpendicular to joist)
Joist Spacing and Size has per plans)
Bearing ��_ '�1�,R min.} & La(3" min. where joists lap over waft or beam)
ZNching (depth -1 /6 max., length -I /3 depth max_, not in middle 1'l3, ends- 114 depth max.,) TJI-NO
ection
of
the
Intemational
Residential
OConcrete Slab's (3 112 " min. th'ckness & 4F1 ravel base min.) ) R
Bra-iced Wall Panels (sheathing) (nail or staple - 611 v, c. at edges & 12" o. c. in field) Table 602,3(l}
Adequate uplift control at floor line she Y2X p { afh�ng spl�# on plate or 1 straps 4 a. C. rnudsifl to studs)
Seismic hold-downs at garage panels �4' wide MAPA narrow panel design if <2'8"), hold-downs must be on
' double stud or 3X withall nail hofs titled. R602.10'.4
Foundation waterproofing to finish gradeR406.1
�Crawl space ventilation I sf per 1 50sf (w/vapor farrier 1 sf per 1 500sO within 3' of corner R408-1 -2
Cripple Walls {aver 4' sized as 2 siory, under 14 mush be solidly sheathed one side} R602.9
//MUC
Sill (bolts, in proper IOC2fioh, nuts tightened, 2"x2"x3/16" washers (condition'al),''pressure treated or
redwood, joints blocked or under suds at wal! and gaps grouted or shimmed) R403, 1 a6.1 ! R602w 11 1
Frame
F loor Sheathing and nailing Typ. 3l4" T&G - 611 on edges & 12" in field (perpendicular to joist)
Joist Spacing and Size has per plans)
Bearing ��_ '�1�,R min.} & La(3" min. where joists lap over waft or beam)
ZNching (depth -1 /6 max., length -I /3 depth max_, not in middle 1'l3, ends- 114 depth max.,) TJI-NO
/GBC��ng (113 "d"max, >21' of fop or bottom or mother hale or notch) T.11 see char
//Cantilevers- Bloc reinforcemspan and spacing as per pians.
Z'Joists Under Load Bearing Partitions (shall be doubled as per Section 5D2.3.3, if plumbing space needed,
the joists shall be blocked 4' o, c.)
Girders and Beams (as per plans, nailed or mechanically connected to frame and proper hearing)
//Jcoist (check Han ers lacation & nailed properly)
9
/Draft Stop (required for over 1000 sq ft, of unusable spare at floor/ceifing)
/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!4" max., run- 10" min., v►ari.- 31S" max, width -3' min. & headroom- 6'-8"}
Wall Layout (as per plans)
Anterior Wall Stud Spacing Goad bearing is same as exteriar}, 24" 0. c. max.}
ft/ Bearing Wall Window and Door Headers Nailing (edge/ends)
Exterior Bearing Wall Stud Spacing - walls carrving roof load o2x4-16" o.c, 12'max
2x4-24" o.c. 10'max.,. 2o.c. 18'maX, - 2X6 -24'r O.C. 161 max, one floor &.roof - 2x4 1611 O.C.
10' max.
, two�ioors & rOOf' 2x4-1211 602-3.2(1-3))max �a' (dig .
Double Tap Pate �jaEnts lapped min. �') or Single Top Plate(bearing wlin 1" & adequately tied :at joints by
3"x6" steel plates w! E 8d on nails each side} R602.3.2
S tud Notehin (bearing 25°/o max.) BoriCl 40% max, 5/8" min. to edges (60% if daubed)
Fire Blocking (roof space Ione at wall, concealed spaces & at studs over. 10')-
Firewalls (between duplexes & garage/home) i firewall penetrations - elec. boxes- rated, ducts
26 gauge & not open to garage, door —20 minute rated min.
/Truss details
/R
i Ra
(35# snow load and 90 mph winds) dee truss. details
Trusses (spaced and braced as per manufacturer)
rand Truss Tie -Downs and hangers
I
Rafters Lateral- Support (block at bearing"when exceeding 5 to 1 rule (2x
l 2)
/Roof Sheathing: Nailing ("H" clips w1 7116"), edges -6" o.c., field -12" O.C.
Attic Access {provide 22" x 30'" min. access where clear height > 3Q"}
Roof Ventilation (standard I/Jr5o or 11300 if 50 -- 8Q% is 3' above eaves)
Mechaniocal (Rough Plumbing Insp. Done? �
Manufacturer's installation instructions are with the appliance CIRC 106.1 m2/M1307.1)
Equipment gas shutoff Wales in same roam AFP exception) and within 6' of appliance (IFGC 409.5)
Sediment Traps (if not built into appliance) at Furnace & W.H. (IFGC 408.4)
Duch Supports and sealed metal - < 101 spacing & Flexible — < 4' max — (2" sag in 4')
Clothes Dryer Ducks (solid metal ducts, no screws extending into duct & vent directly to outside)
Duct insulation (insulation in non -conditioned Space
Room access 24" min width f Attic access clear opening 20x3O min (Under floor is 22x3O)(IMC 306)
,Pressure Regulators (access, vented, tee fitting each side} (IFGC 410)
Gas pipes not in ventilating or circulating air duct OFGC 404,1)
Medallic gas pipe bends are smooth & free from buckling, cracks, or other damage (IFGC 405.Z)
Pressure Test:
Gas Pipe Material:
Branch Lines: Length
'i
CSST
ft
ft
ft
ft
ft
ft
ft
E
psi,
Sch40 IMP
11
, on go] F91
IT,
ft
ft
ft
ft
ft
ft
min duration
Copper
Diameter
Ib pressure drop
Main dine ft Diameter
Appliance/BTU's (if known)
1
i
J
6i; -d -"a
WW 14 ,.
6
X