HomeMy WebLinkAboutCHECKLISTS - 06-00262 - 607 Eaglewood Dr - New SFRz
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FRAMING/MECH. CHECKLIST
Project: Y4L�,U5��� y
Job Address: �Q?
Building Permit Number: oro;7Z.(oZ
The following comments .based on the 20Q3 edition of the'lintemational Residential Cade should resolved before an-occupancyuld be
is issued. on lisp is not a building permit. The' approval
of plans and specificatimons does not permit the vioiafion of any section of the Infernatlonal ResidentialGude or any federal, stake or focal regulations.
Exterior
Concrete Slabs (3 112 "min'. -thic.kn. s & 4" gravel base min.) R506.1
,LAC!
Br ed
Wall Panels (sheathing) (nail or staple - 6" o. c. at edges & 1211 o. c. in field) Table 602.3(1)
'Adequate uplift control at floor dine (sheathing split on plate or 1
X 36" straps 4' o. c,mudsill t1.o studs)
V,u-UU,",,, ,s d L yap -age paneis <4' gide MAPA narrow panel design if <2'8"}, hold-downs must be an
double stud or 3X with all nail hales frilled, R602,10A
--a.-Foundation waterproofing to finish gradeR406,1
''Craw[ space ventilation lsf per 150sf {w1 vapor barrier I sfper 1500s�7 within 3 of garner R408.1.2
Cr*pple Walls( over 4' sized as 2 story, under '�4" must be SoiiC��V sheAfihp-ri r,na Q1'r4n) Qan� o
-J T. _�_.
Mud Sill (bolts in proper, location, nuts tightened, 2"x2"x31'16" washers (conditionall'), pressure treated or
redwood, joints blocked or under scuds at wail and gaps grouted or shimmed) R4011.6.1 1 R602ollml
Frame
Floor Sheathing and nailing Typ. 3/411 T&G - 5rr on edges & 12" in field (perpendicular to cist
.----.,Joist Spacing and .Size {as per plans}
Bearing (1_1/2F miry:) & La in (3" min. where joists 12P,
oWer wrap or beam)
_Notchingde th-1/6 max., lenath-1/3 depth max., not in middle 1/3, ends -
1/4 depth max.) TJI-NO
/Boring
mv�
(113 "d" max, >2" of tap or bottom or another hole or notch) TJI see char
CantElevers- 131ocksn , reinfvrcement span ands acir� as per plans.
Joists Under Load Bearing Partitions (shall be doubled as per Section 502.3.3, if plumbing space needed,
the joists shad be blocked 4' o. c-}
/.(Girders and Beams has per pians, nailed or mechanically connected to frame and proper bearing)
/Joist Hangers (check location & nailed properly)
ZIraft Stop (required for over 1000 sq #t. of unusable space at floor/ceil-ng)
ZBasenent Walls (pressure treated or redwood si{t plate properly fastened to slabs
/Stair Opening (as per plan &properly Supported with hangers or wads)
Stairs (check rise- 7 314" rax., run- 101.1 min., vari.- 318" max, width -3' min. & headroom=. 6-8")
Wall Layout (as per plans)
/Interior VVall Spud Spacing (load bearing is same as exterior), 24" a.c. max.}
� Bearing Wall Window and Door Headers Nai I i,n hedge lends)
lr\r inr PimnC'ff'Zf'1 \A/;;Il Stud Sr)acinci - walls Carryon
r f innfi innnniv- 9Y4-1 6" o- C. 12' max
2x4-2411 0.c. 10' rnax,�2x6-16" o.c. 18' max-, 2x6-24"' o.c.
1C' max, one floor & roof: - 2x4 16'1 o.c.
10'Max., two floors & roof..'. 2x4-12" max 10' (Fig 602.3.2.(1-3))
Double ToPlate 0oints Tapped min: 2'} or Single
P
3"x6" steel plates w1 6 Sd ori nails each side}.
Top Plate (bearing Min 1" & adequately tiedat joints by
R602.3.2
Stud N otchi n(bearing 25% max.) Borioq_40% max, 51811 min. to edges (60% if dcubled)
,Fire Blocking (roof space; line at wail, concealed spaces & -at studs over 10
Firewalls (betwee n duplexes & g a ra g e/h o m e) , f Ii rewa 11 pe neatrati o n s - elec. boxes- raked, ducts
26 gauge & not open to garage, door +20 minute rated min.
Roof
Truss details (35# snow load and 90 mph winds) See truss. details
. Roof Trusses (spaced and braced as per manufacturer)
M1
Rafter and Truss Tie -Downs and handers
Rafters Laterad Support (block at bearing when exceeding 5 to I yule (2x12)
Roof Sheathing: Nailing CH" clips wl 7/1617), edges -6" o,c., field -1 2 " O.C.
�.J.'' Attic Access (provide 22" x 3D" min. access where clear height > 3011)
Roof Ventilation (standard
1/150 or 1/300 if 50 - 80% is 3' above eaves)
r
Mechanical (Rough Plumbing Insp.. D one )
Manufacturer's installation instructions are with the appliance (IRC
106.1-21MI307.1)
Equipment has shutoff valves in same room AFP exception) and w�hinp } t 5
Of appliance (IFGC 409.5)
� Sediment Traps (if not built into appliance) at Furnace & W.H. (IF C 408.4
-,,.Duct Supports and sealed metal -- <� i
'10 spacing & Flexible .� < 4 mai _ (2 sag in 4)
/-Clothes Dryer Ducts(solid metal ducts, no screws eendinb.
g in duct & vent dI'rectly to outside}
Duct insulation (insulation in non -conditioned Spare
)
ooRoom access 24;j min width 1
(aPressure Regulators(access,
Attic access clear opening 20x3O min Under floor is 22x3O)(IMC 3U6)
vented, fee fitting each side) (IFGC 410)
__Z(Gas' pipes not in ventilating or circulating
air duct (IFGC 404.1)
AMetallic gas pipe bends are smooth & free from buckling,
aressure Test:
Gas Pipe Material.-
Branch
Lines: Length
I
psi min duration
CSST Sch40 MP Copper
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
cracks, or other damage (IFGC 405.2)
_fb pressure drop
Main Line ft Diameter
Diame#er Appliance/BTU's ('If known)
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