HomeMy WebLinkAboutCHECKLIST - 05-00363 - 681 Meadowbrook St - New SFRDate'.
Project:
FINAL INSPECTION CHECKLIST
Job Address: gl
Building Permit Number:
on5 � �' > 3,; , ,, '00 �
The following comments based on the
2000
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
of plans and
bode or any
OUTSIDE
specifications does not permit the violation of any section of the International Residential
federal, stake or local regulation.
House,Numbers (visible from the street)
Grade yard is slopway from foundation)
idewa I k & Lan dscape Strip 5' wide (\/\// G" of granular barrow shi1112")) .-:77J
-w7' LS strip
ti
Front Setback Coverage 60% min green
//Windows - Corers and Screens (shall be releasable or removable from the inside for egress
/XWW1indow Wells min. 24" clear(out and above)well
�0(Exterior Steps (7 3I4 "max. rise & 1 Q" min. tread)
7
Stairway Handrails 4 or more risers or over 30" (E4" max. spacing of uprights)
Z_`OGtuardrails (provide if over 30" above floor/grade & 4" max sphere spacing for uprights)
rr ��
/___�Laarndings {36 x 36 min., (not req. of the top of the stair if a door does not swing over stairs)
/Threshalds 7 1f2" max. above floor or landing {7 314" max if door dogs not swing over land-ing)
,��Posts(required to be treaded, redwood or cedar if in contact of concrete 1 earth}
�
Roofin(no g apparent leaks, installed properly and roofing as per plans)
"R
asonry {lintels as Per table 7D3.7. 1 }
Roof Ventilation has per plans)
INSIDE
'Egress Doors fall egress doers must be able to open from inside without use of keys or tools)
W-/Oindow Energy talc's: mach actual window
Safety Glazing provided in all doors, within 24" of door arc and below 6Q" 1 & in dub enclosure
Bathroom Ventilation (either operable window or fan that vents directly to outsides
inks., Bathtubs and Showers(check for u�kin o eratian and leaks)moo. 9 p �
Stairway Illumination (swiicn at top and bottom)
Stairs (7 3/4F1 max. rise, '10 min. tread, (nosing 3/4'' to 1 1/4" with sold risers}
ZHandrails Cont(34"' to 38" 'l 112" t� wafI and ri 1 114" tv 2" dia. u ri � 4",triangular s "� �� fight _pace 6 max)
ZGuardrails 36" high and continuous, Req'd 30" or more above grade or floor(, uprights 4" sphere max
spacing, triangular space 6" sphere max spacing)
arae (Dry walled and taped, firewall penetrations and electrical boxes, door to house 20 min. rated,
ducts penetrating firewall must be 26 gauge min. & not open to garage)
gess Windows (clear 2011 width and 24" height, 5.7 sf min. opening with 44" max. sill height)
� Smoke Detectors
din each
sleeping room, outside
in immediate vicinity and
on each story/basement-
split levels (w/o
doors},
only
on upper
floor --all
interconnected without
a
disconnecting switch}
`Foam Blastic (meets requirement of R318)
� W
ater Heater Anchorage as oyer 4'with flex wa er nn.fig_ t co shall be anchored or strapped to building)
Vater Heater Vent (check air flaw with return in finished basement)
/ Clothes Dryer Ducfs solid metal ducts no screws ire duct &vent directlyto outsidet )
�°°fDuct Supports (metal ducts supported 10' min spacing & non metal as per manuf_ installation instr_)
Duct Insulation (duct in non conditioned areas shall be insulated)
_0�
//'Gas Line Supports spacing 10' for up to 3I4", 12'for over 1" and 6'for tubing up to 1 112 FI
f
:w re3 iYL
P 4r.r
3� �fiv
FRAMING/MECH. CHECKLIST
Project:
Job Address:
Building Permit Number:
aD �.
The following comments .based on the 2003 edition of the Intemational Residential Code 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, sate or local regulations.
Exterior
Concrete Slabs (3 1 121 "min. thickness & 4" graved base min.) 8506.'(
._Braced Wall Panels (sheathing) (nail or staple - 6" o. c. at edges & 12'1 o. c. in field) Table 602.3(1)
--�`� Adequate uplift control at floor line (sheathing split an plate or 1 Y2X 36" straps 4' v. c. mudsill to studs)
-�.-' Seismic hold-downs at garage panels <4' wide (APA narrow panel design if E2'8"), -hold-'downs rust be on
double stud or 3X with all nail holes filled. R602.10.4
f •
� Foundation waterproofing to finish gradeR406.1
Crawl space ventilation 1 sf per 150sf awl vapor barrier 1 sf per 1500so within 3' of corner 8408:1-2
Cripple Walls hover 4'sized as 2 story, under 14" must be solidly sheathed one side) R602.9
� Mud Soli (boits in proper location nuts th#ened, � x2x3/� C"
washers (conditional); pressure treated or
redwood, joints blocked or under studs at wadl and gaps grouted or shimmed) R401-11.6.1 1 R602.11.1
Frame
,,gyp
„ Floor Sheathing and nailing Typ. 3/4'' T&G - 6" on edges & 12" in field (perpendicular'to joist)
ZJoist Spaying and .Size has per plans)
Bearing (1 -1/2" min,) & Lapping. (311 min. where joists lap over wail or beam)
lenqtNotching de th-1/6 max.,h-1/3 depth max., not in middle 1/3, ends- 1/4 depth max.) TJI-NO
.Boring {1f3 "d" max, >2" of fop or bottom or another hole or notch} TJX see chart
Cantilevers- Blocking, r�inf�orcemen�, span and spacing as per pians.
r`�
/Joists Under Load Bearing Partitions (shall be doubled as per Section 50
the joists shall be blocked 4' o. c.)
2.3.3, if plumbing spice needed,
OJI
000
� Girders and Beams has per plans, nailed or mechanically connected to frame and proper bearing}
/0'"J'oist Hangers (check location & nailed properly)
Ile
��Draft Stop (required for over 1000 sq ft. of unusable space at floor/ceiling)
0//Basement Walls (pressure treated or redwood sill plate properly fastened to slab)
Stair Opening has per plan & properly supported with hangers or Ovalis}
Stairs (check rise 7 3/411 max.,. run- 1011 min., rrari.- 3/8" max, width -3' miry. & headroom- 6'-8")
,,�LWall Layout (as per plans)
-Interior Wall Stud Spacing (load bearing is same as exterior}, 24" o.c. max.}
�Bearing Wall Window and Dour Headers Nailing (edge lends)
�Exterior Bearing Wall Stud Spacing -- walls carEying roof load only.,- 2x4-16" o.c. 12' max
2x4-24" o.c. 1 O'max, 2x6-16" o.c. 18'max, 2x6-24" o.c. 16'max, one floor & rood: - 2x4 16 o.c.
10'max., two floors & r00fi 2x4-12" max 10' (Fig 6 02.32.(1-3))
Double Top Plate Coints lapped min. 2') or Single Top Plate (bearing wlin
3" x6" steel plates w1 6 8d on nails each side)'R602.3.2
1" & adequately tied at joints by
J'
/Stud Notchinq(bearin9 ' 25°/a max. Bo, ring 40% max, 5/811min. to edges (6(3% if doubled}
.�` Fire Blocking (ro'of space line at wall, concealed spaces.. & at studs over 10')
Z.firewalls (between duplexes & garagelhome) , firewall penetrations - elec. boxes- raked, ductsle —
26 gauge & nod open to garage, door —20 minute rated min.
Rof
P -Truss details (35# snow Toad and 90 mph winds) See truss. details
/Roof
Trusses (spaced andbraced as per manufacturer)
�:. Rafter and Truss Tie -Downs and hangers
Rafters Lateral- Support (black at bearing when exceeding 5 to 'I rule (2x'1 2)
"y Roof Sheathing: Nailing {"H" clips w1 7116"}, edges -5" o.c., field -'12" o.c.
Attic Access (provide 22" x 30" min. access where clear height } 30")
,f-",R.00f Ventilation(standard �111SQ or �1�flD if 5Q - 8�°iQ �s 3' above eaves �
Mechanical (Rough Plumbing Insp. Done?
Manufacturer's installation instructions are with the appliance (IRC 106.1.2/M1307.1)
Equipment gas shutoff vales in same morn AFP exception} and within 6' of appliance (IFGC 409.5)
Sediment Traps (if not built into appliance) at Furnace & W.H. (IFGC 408.4)
Duct Supports and seated metal - < 10' spacing &Flexible — < 4' max — (2" sad in 4'}
JI//Cfathes Dryer Ducts (solid metal ducts, no screws extending
ZEDu,ct insulation (insulationin non -conditioned Space)
OO,
Room access 24" min width ! Attic access clear opening 2
into dict & ren# directly to outside}
0x36 min (Under floor is 22x3O)(IMC 306)
Pressure Regulators (access, vented, fee fitting each side) (IFGC 410)
as pipes not in ventilating or circulating air duct (IFGC 404.1)
Metallic gas pips bends are smooth & free from buckling, cracks, or other damage (IFGC 405.2)
Pressure Test-,
Gas Pips Material:
CSST
Branch Lines.- Length
ft
ft
ft
ft
ft
ft
#t
psi
61091111HIETA19
To POD
ft
ft
ft
ft
ft
ft
ft
min duration
Dopper
Diameter
Ib pressure drop
Main Line ft Diameter
Appliance/BTU's (if known)
- - _.._._ _—._ _- _ - -_ i_ - _ _ r _ • • rim
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