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FRAMING/MECH. CHECKLIST
Date: !P- 7-06
Project-.
Job Address,
Building Permit Number: 06 6103o3
The following comments based on the 2Q03 edition of the Internai�farral Residential Code ''Should be
resolved -before anoccupancy permit is issued_ This correction list is not a building permit'. The' approval
of plans and specifications does not permit the violation of any section of the �U1111 al Residential
Cade or any federal, safe or local regulations.
Exterior
/c,crete Slabs (3 1/2 "min. thickness & 4"gravel base min.) R506.1
�Braced Wall Panels (sheathing) {nail or staple - 611' o. c. at edges & 12" a. c. in field} Table 602.3('!)
ZAdequate uplift control at floor line (sheathing -split on plate or I Y2X 36" stras 4' o. c. mu
p dsl o studs)
Seismic ho(d-downs atgaragepanels �4'ifwide MAPA narrow panel design hold-downs muni be on
double stud or 3X with all nail* holes filled. R602.10.4
foundation waterproofing to finish grad-eR406.1
IIIIIIIIN"-wW
'd
Crawl spare ventilation I sf per 1 50s (w/ vapor barrier 1 sf per 1 500s� with in 3' of corner R408-.1-21
"""Cripple Walls over 4' sized as 2 story, under '!4" mush be solidly sheathed one side) R602-9
Mud Sill (bolds in proper location nuts tightened, 2"xyx3116_
washers (conditional), pressure treated or
redwood, joints blocked ar under studs at wall and gaps grouted or shimmed) R4011.6.1 ! R602.1 1.1
Frame
� Floor Sheathing and nailingTyp.X14"
Ziolst Spacing and .Size (as per plans)
T&G - 6" on edges in iefd (,er icu ar to io'st)
("Ln3"Bearing min. where joists lap over wall or beam)
Z/Notching
Ldepth-1/6 max., length -1/3 depth max., not in middle 1/3, ends- 114 depth max.) TJI-NO
ZEB31oring (113 "d" max, >2" of top or bottom or another hole or notch) TJI see chart
f
CantileversBloc reinforcement span and spacing as per plans.
� Joists Under Load Bearing Partitions (shall be doubled as per Section 5D2.3.3, if plumbing spice needed,
the joists shatl be blocked 4' o- c.}
Z,CG'Irders and Beams has per plans, nailed or mechanically connected to frame and proper bearing}
Joist Hangers (check location & nailed properly)
/-.Draft Stop (required for over 1000 sq ft. of unusable space at floor/ceiling)
Basement Walls (pressure treated or redwood sill plate properly fastened to slab)
Stair Opening has per pian & properly supported with hangers or walls)
Stairs (cheat rise- 7 3f4" max., run 10" min., vari,- 318" max, width -3' min. & headroom- 6-8")
Zwal,l Layout (as per plans)
/Interior Wall Stud Spacing (load bearing is same as exterior), 2411 O.C. max.
Beading Wall Window and Door Headers Nail' (edge/ends)
Exterior Bearing Waft Spud Spicing - walls ca
inq rood load only: 2x4-16" o.c. 12'max
2x4-24 11 . c. 10' 2x6-1 6
11 . C . 18' .x r 2x`2, • c.
16' rnax, one floor &.-roof: - 2x4 161F O.G.
10'm2x., two floors & roof, 2x4-12° max 10' (Fig 602.3.2.(1- 3))
/Double Top Plate points lapped min: 2'j or Single
3" x6" steel plates w1 6 8d on nails each side)'
Top Plate (bearing w/in 1" & adequately tied at joints. by
R6-02.3.2
Notchin(bearin �5% max. Barinr�,4D°Io max, 518" min. to edges (60% if doubled)
Stud9 y
/Fire B ace Ione at wall, concealed spaces &.at scuds over 10')
'0'0'
//OlFirewalls duplexes & garage/home) , firewall penetrations - elec. bars -.raked, ducts —
25 gauge & not open to garage, door —ZD minute rafted min.
Ro
Fruss details (35# snow load and 90 mph winds} See truss, details
ZIR Trusses (spaced and braced as per manufacturer)
�
Rafter'and Truss Tie -Downs and hangercz
block at bearin when exceeding 5 to 1 rine (2X1 2)
Rakers Lateral- Support �g
Roof Sheathing'. N a ill ng (" H" clips w1 711 6"), edges-6" o.c., field - 12" o. c.
Attic Access (provide 22" x 3D" min. access where clear height > 30
")
n
MM
ooh Ventilation (St2ndard 1/150 or 7130a if 50 - 80% is 3' above eaves)
zhanical,
(Rough Plumbing Insp. Donee �}
Manufacturer's insfiallativn instructions are with the appliance CIRC 106.1.2/MI:I()7z'�}
ZEEquipment gas shutoff valves insame 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)
Duct Supports and sewed metal - < 101 spacing & Flexible — < 4' max — (2" sag in 41
Ir
eor;,
f Clothes Der Ducts(solid
rY
metal ducts, no screws extending into duct & Genf directIv to outside)
tDuct insulation (insulation in non -conditioned Space)
! Room access 24" min width IAttic access clear opening 20x3O min (Under floor is 22x3O)(IMC 3p6)
Pressure Regulators (access, vented, tee fitting each side) (IFGC 4'!Q
//*4�Gas pipes not in ventilating or circulating air duct (IFGC 404.1)
ZMetallic gas pipe bends ar smooth &
free from buckling, cracks, or other damage (IFGC 405.2
rressure E ESt: psi min duration
Gas Pipe Material.- CSST Sch40 IMP
Branch Limes: Length To POD
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
Copper
Diameter
Ib pressure drop
Main Line ft Diameter
Appliance/BTU's Of known)
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