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FRAMING/MECH. CHECKLIST
Date:
Project:
Job Ad
di %..e%.0S.
Building Permit Number: � CSO LZ7
The following comments based on the 2D03 edition of the Intemational Residential Code should be
resolved before an occupancy permit is issued. This correction list is not a building permit. Thea ravel
of plans and specitications does not permit fh� vivla��on �f any section of the Inteinational Residential
Code or, any Federal, state or local regulations.
Exterior
Concrete Slabs (3 1/2" min'. thickness & 411 gravel base mina R506.1
Braced Wall Panes(shelth�n(nai_ �� F9� �o� staple fi o. c. at edges & 12'0. c. in field) Table 602,3(l) .
Adequate uplift control at floor line (sheathing'splitplateon or I Y2 X 36 s#raps 4 0, c. mudsi�to studs)
.ao/ 4 Seisrnic hold-downs atarapanels � '� �e <4'wide MAPA narrow'
panel design if <2',8"), hold-downs must be on
double stud or 3X with all nail hole's filled. R602.10.4
�Faundativn waterproofing to finish gradeR406A
�J Crawl space ventilation I sf per 150sf awl vapor farrier 1 s per 1500s�} within 3' of corner R408.1-2.
�Cripple Walls (over 4' sized as 2 story, ender 1411 must be solidi sheathed
Y one side) R602.9
Mud SII! (bolts in proper location, nuts tightened, 2"x2",x311 G" washers (conditional), pressure treate 4 or
redwood, joints blocked or under studs at wall dgapsgroue or shimmed) R403.1.6.1 1 F�Gp2,�1l,l
Frame..,
XFloor Sheathing and nailing Typ. 3/4" T&G - 6" on edges & 12" in field (perpendicular to joist )
/J/oist Spacing and .Size (asP er plans)
Bearing (1-1/2" min.) & Lapping(3F1 min. where joists lap over wall or beam)
_.--ef/Notching Wepth-1/6 max., fength-1/3 depth max., not in middle 1/3, ends- 1/4 depth max.)TJI-NO
113 "d" max, >2" of top or bottom or another holer yr notch} see chart
Boring
�'_'.Z&Cantiievers- Bloc reinforcement span ands acin as per flans.
Joists Under Load Bearing Part'[tions (shall be doubled as per Section 50
the foists shall be blocked 4' o. c.)
Wirders and
2.3,31' if plumbing space needed,
Beans has per plans, nailed or mechanically connected to frame and proper bearing
Joist Hangers (check location & nailed properly)
-7"` Draft Stop (required dor over 1000 sq ft. of unusable space at floor/ceilming)
_zBasement Walls (pressure treated or redwood sill plate properly fastened to slab)
XCCta�r (7pening has per pian & properly suppa�ed with hangers or walls}zmm� .
'
Stairs �cneCKrise- 7 314" max,, run l0°' min., pari.- 318" max, width -3' min. & headroom- 61-811)
Wal! Layout (as per plans)
- ,,./--Interior Wall Stud Spacing (load bearing is same as exterior), 24" o.c. max.
MMMM�
,,/'fBearing Wall Window and Door Headers N -ailing hedge lends)
.•� �...:�:..� 0 Wqll c+"rl _q aann - wills carrvina roof load_ oni
2x4-161.1 o.c, 12'max
CAUZA 1U1 kZ;C11 "�j 2x4-24" o.c. 10' max,- 2x6-16" o.c. 18'maxL2X6724" o.c. 16'max, one floor'&roof: - 2x4 1611o.c.
10'max., two floors & ro0f' 2x4-12" max 10' (Fig 602.3.2.(1-3))
rouble Tip Pfafe points lapped min. 2'} or Single Tap Pate (bearing vuli� 1" & adequately tied at ]pints by
MMMMMPM..�
3" x6" steed plates w1 5 8d on nails each sidey R602.3.2 ,
/Stud Notchin��bearing 25% max.} Borin�40°Ia max, 518" min. to edges (60% if doubled)
Fire Blocking (roof space line at wall, concealed spaces &.at studs over 1 Q'}
Firewalls (between duplexes & garage/home) , firewall penetrations - elec.
26 gauge & not open to garage, door —20 minute rated min.
of
Truss
details (35# snow load and 90 mph winds} See truss details
Roof Trusses (spaced and braced as per manufacturer)
boxes- rated, ducts —
Rater and Truss Tie�Downs and hon �ers
q ----Rafters Latera! Support (block at beating when exceeding 5 to 1 rule (2xl 2)
9
Raaf Sheathing-. Nail -Ing ("W clips wl 7/16"), edges -6" v.c., field -12 " o.c.
_,,-,/
Attic Access (provide 22" x 3011 min. access where clear height > 3011)
Roof Ventilation (standard 1/150 or 1130Q if 50 - 80°/o is 3' above eves
3
Mechanical {Rough Plumbing Insp. Done? _)
�Manufacturer'S installation instructions are with the appliance (IRC 106.1.2/M1307.1)
_Equipment gas shutoff valves in same room (FP exception) and within 6'of appliance (IFGC 409.5)
Sediment Traps (if not built into appliance) at Furnace & W.H. (IFGC 408.4)
I
� Duct Supports and sealed metal - < 101 spacing & Flexible — < 4' mai , (2;j sag 4} in }
Clothes Dryer Ducts solid meal ducts, no screws extending intra dict & vend directlyto outside)
buct 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, tee fittin'a each SHa) (Wr;� Al ni
Metallic gas pipe binds are smooth & free from buckling, crack, or other damage {!
Pressure Test: psi r min duration Ib pressure drop
Gas PipeVl2terjal: CSST Sch40 MP
Branch Lines: Length To POD
ft ft
ft {{
ft ft
ft ft
ft ft
ft ft
ft ft
FGC 405.2)
Copper Main Line ft diameter
Diameter Appliance/BTU's (if known)
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