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FRAMING/MECH., CHECKLIST
Date:
Project:
Job Addreo.0"...
Building Permit Number:
The following comments based on the 2003 edition of the* Intemational Residenh; 1 Code should be
resolved -before an occupancy permit is issued. This correction' list is not a building 11 permit. The' approval
of plans and specifications does not permit, the violation of any section of the fio al Residential
bode or any federal, state or loyal regulations.
15%c.ss bGaZ.sZ
[fe :7PAWot,
Exterior
Concrete Slabs (3 112 " min. thickness & 41f. gravel base min.) R506.1
4 Braced Wall Panels sheath'(nail or� sfa I �12"i g) staple 6 0. c. at edges & o. c. in field) Table 602,3(l)
Adequate uplift control at floor tine (sheathing split arplate or 1 Y2X 36 straps 4 0. c. mudsilf to studs)
,Seismic hold-downs atgra e anels �4' wide �
9 � p e MAPA narrow panel design �� 8 i= ), hold-downs must be on
double stud or 3X with all nail dales filled. R602.10.4 _
Foundation waterproofing to finish gradeR406.1
Crawl space Ventilation 1 sf per 1 50s (wl vapor barrier 7 sf per 1
500sfl within 3' of corner R408.1-2
Cripple Walls (over 4' sized as 2 story, under 1411 must be solidly sheathed one side) R602.9
Mud Sill (bolts in proper location, nuts tightened, 2"x2"x3!16"
9 � washers (cond-Itional),- pressure treated or
redwood, points blacked or under studs at wall and gaps grouted or shimmed) R403.1.6.1 I R602-1 1.1
Frame
ZFoor Sheathing and �ail�ng Typ. 3!4" T&G - 6" on edges & '12 " in field (perpendicular to joist }
?L)JCO'st Spacing and &,7e has per pansy
Bearing ('1-112" min:) & La in (3" min, where io
ists lap over wall or beam)
Notching Wepth-1/6 max., length -1/3 depth max., not In middle 1I3, ends- 1l4 depth max.} TJ� I -Na
ing (1/3"d" max, ?2" of top or bottom or another hole or notch) TJI see chaff
Cantilevers- Blockinqarenforcemenfi span and spacing as per plans.
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.)
-00-7
1Girders and Beams has per plans, nailed or meGhanically connected to frarne and proper bearing}Iq � ` OeA-PL 17
` PI oar J Hangers (check location & nulled properly}
for a�+er '1aaQ s ft. of unusable s ace at �Floorlceiling)
Deft Stop(requiredq P
Basement Walls (pressure treated or redwood sill plate properly fastened to slab)
Stair Opening has per plan & properly supported with hangers or walls)
StqjLs (check rise- 7 3/4" max., run- 10 go min., vari.- 318" max, width -3
tV1lail Layout hasnp-r plans},
�InteriQr Wall Stud Spacing (load bearing is same as exterior, 24" o.c. max.}
- -
/P earin Wall Window and Door Headers Na, iling hedge lends)
' rein. & headroom- 61-8f'
r'r Exterior Bearing Wall Stud Spacing - walls carrying roof load only,- 2x4-16'1 o.c. 12'ma.x
9x4-94" n_c_ 10' max.- 2x6-1 6" o.c. 18' max,- 2x6-24" o.c. 16' rnax, one floor & roof:.,
: .-.2x4 16" o.e.
J- -
10'max., twof loors & roof' 2x4 -12J, max 10' (Fig 602.3.2..(1-3))
Double Top Plate (joints lapped min. 2') or Single Top Plate (bearing Min 1"
3"x6" steel plates w/ 6 8d on nails each side) R602.3.2
& adequately tied .-at joints by
I Notchi' 25% max.) Bori, _40°/a max, 5/811 min. to edges (60% if doubled)
_Blocking (roof space line2twal I I concealed spaces & at studs over 10'),
Firewalls (between duplexes & garagelhome) , firewall penetrations - elec. boxes- raked, ducts --
26 gauge & not open to garage, door —20 minute.rated min.
Roof
��russ details (35# snow load and 90 mph winds) See truss details
Roof Trusses (spaced and braced as per manufacturer)
Rafter and Truss
Tie-DownS2nd hon ers
Rafters Lateral Support (block at bearing when exceeding 5 to 'I rule (2x12)
ZRRroof Sheathing: Nailing ("FI„ clips wl TIS 6"), edges -6" o.c., field -12" o.c.
�- access where clear height � 30A�t�c Access {prflv�de �� x 30 min. a}
0
Roof Ventilation (standard 11150 or 1/300 if 50 _ 80% is 35 abase eaves)
NEEMb."
Chan-ical Plumbing Insp. Done' _ }
anufacturer's installation instructions are with the appliance CIRC 106-1.2/M1307ml)
Equipment gas shutoff valves in same roamFP exception) eption) and within E3' of appl4U3.5�
Sediment Traps (if not built into appliance) at Furnace & W.H. (IFGC 408.4}
Duct Supports and sealed metal , c 101 spicing & Flexible — < 4' max — (2j) sag in 4'}
Clo , thes Dryer Ducts, (solid metal ducts, no screws extending into duct & vent directly to outside)
Q1111�
u ct insulation (insulation in non -conditioned Space)
/"R om access 24" min width I Att'IC access clear opening 20x3O min (Under floor is 22x3O)(IMC 30G)
C.Pressure Regulators (access, vented, tee fitting each side) (IFGC 410)
-11,
Li
r
C
Metallicaspipe fiends a9 re smooth & free from buckling, cracks, or other damage (i
/"Pressure Test: � min duration "Ib pressure drop"Psi
Gas Pipe Material: CSST Sch40 MP
Branch Lines: Length To POD
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
Copper
Diameter
FGC 405.2)
Main Line ft Diameter
Appliance/BTU's (if known)
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