HomeMy WebLinkAboutCHECKLISTS - 02-00076 - Rocky Mountain Way Townhomes - 4-PlexFR MING C F=rmin<W1�12S M
Date e - z_3 - CN 75
BuildP6
ing Permit Number.:
project:��� A4�
Job Add
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The following comments based an the 1998 edition of the Intemational One and Two Family Dwelling
Code should be resolved before an occupancy permit is issued. This.correction list is not a building
pernit. The aprroval of plans and specifications does not permit the violation of any section of the
lnternetional One and Two Family Dwelling Cade air any federal, state or local regulations.
6 May 02
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Exterior
-wo
�' Concrete Slabs (3 112 " min. thickness & 4" grav
el base Min.)
-oo,"'IExterior Wall Plywood &OSB ( staple - 6" o. c, at edges & 12" o. c. in field)
Adequate u
plift control at floor line (sheathing or 1 Y2_ X 36" straps 4o. c:. m
Seismic hold-downs at gauge corners <4' wide
4-Foundation Water-proofing (check to see if complete)
udsill t
o studs)
-f Crawl space ventilation 1, sf per 150.sf (w/ -vapor barrier l sf per 1500sf}-within 3' of corner
-� Cripple Walls (braced as normal walls if over 1 4 under 1 4" they must be solidly sheathed -
0
Mud Sill (bolts in proper (ocation, nuts tightened., pressurere treated or redwood, jaints blocked or under stud
at wall and gaps grouted or shimmed)
Frame -. -- ...,_, _. _.
/F[ovr Sheathing anailing Typ. 314" T&G - 6 on edges & 1 2" in field}perpendicufar-ta jollpst }� ., _.
,.r - .t
Joist Spacing and Size has peg- plans') - - - �
_- �...
�Beadng (1--112" min.) & Lap (3" min. where avis#s lap over wall or beam} _ ._ - - ... .._
�NvtchEngdepth-MI6 max. length -113 depth max. not in middle 113, ends- 114 depth max.) TJp-NO:
Boring (1 /3 "T max, >2" of top or bottom or another hole or notch) TJ! see chart _ . ,_
�'`'°� Cantilevers- Biockin , reinforcemeht, span ands acin as per plans. - - -
Plumbing, cutting"and Electdcal and HVAC (check for notching', bof joists) .;. - . -
XJvis#s Under Load Bearing Partitions (shall die doubie'd as per Section 5Q2.3_3; if plumbing space- needed ---- ..
the joists shall be blocked 4' o. c.)
Y �`��`
Gi'rder's and Be'-am's as'- per pla'n's, haiied ol- mechanically con''hected to frame" a nd pro'' er be�r�r]g)
p
Header Joists (doubled if over'4) Multiple jaists carfYing headers shal[be'doubted' or #dpled.'
Joist Hang�:rs (check lvcatian & nailed properly)
Ik
�Draft Stop (required for over 1 X00 s q ft. of unusable space at flvorlceiling} .. :
7 -J-
Duct Supports metal - < 1 0' spacing &Flexible — < 4' max'— -(2 sag -in 4'}�, -� : - .; �: . . _. - _-- __.._ .
�J Clothes Dryer Ducts (solid metal ducts, no screws extending info duct & vent -directly ta o Utside)'
� ._
./Duct insulation (insui. in non cond. space May. 6, 02
�� �Basement Walls (pressure treated or redwood sill plate properly fastened to slab)
��' Stair Open"Ing has per plan & properly supported with hangers or walls)
►� �` Stairs check rise- 7 314" max., run- 1 0 min., vari. 3I8" max width -3' min.
& headroom w :.6 1-8")
Wall Layout (as per plan -s)
Exterior Bearing Wall Stud Spacing _walls carrving roof load only,- 2x4-16" o.c. 12' max
2x4-24" o.c. 10' max,2x6-16" o.c. T 8' ma16' max, one floor &roof: 2x4 16" o.c.
10'max., two floors & r06f: 2x4-12" max 10' (F602.3.2.(1-3))
'� Interior Wall Stud Spacing (load. beer g is same ase eriorj,
.� Double Top Plate Uoints lapped. min.- 4'} . :
�.►� Single Top. Plate {direst bearin
g &adequately tied at joints)
24 o.c. max.)
,� .Stud Notchin�Ybeadng 25% max.) Baring 40% max, 5/8" min. to edges X60% if doubled)
-�°Bearing Wall Window and Door Headers IVailina (edge /ends) (check T 602,7 & 602.7.2
W,,Fire Blocking (roof space line at wall, concealed spaces & at studs vier'! -U`�
rirewaits (oetween ciupiexes LQKgaragelhvme) �irewall penetrativns -exec. boxes- rated ducts
26 gauge ¬ open to gar'age, door' -20 minute rated 'min. - - -. ' .-�..
'
Wall Bracing (one' story every 25'; 3 -story - 40% of wall on first story and 25% of 2 dand 3rd)"-� � . - ..
-
Truss details (35#snow load and 80 mph winds) .and uplift load for tie downs .... ,
""' Roof Trusses (spaced and braced as per .= :_ _. - , � _.� . .. .- .. _: _
�' Rafter and Truss Tie -Downs and hon yrs
has per detail. sheet) .. ._ ..--. ` - .
Rafters 1 112" bearing, check layaut and size as per plans Notches 11E5�' depth nor longer ?13rd the depth
or in middle 1/3rcf of span. Ends= 114t" -depth, ivies 1f3rd depth max. -not w/i n 2"; of edg.eor notch.
Rafters Lateral Support (block at bearing when exceeding 5 to I rule. {2x1 2) - ....
.jI, .
------ Ceiling Jests {layoui &sire as per plans) - ; . - _� _.
�' -----,,Roof Sheathing Plywood &Chip Board Nailing, ("H" clips w/ 711 6"), -edges-6" o.c., field -.1 2'" o.c.
--'*"Aftic Access (provide. 22" x 30" Min. access, where clear height .> 30"}
''� Roof Uentiiation (s#andard .1 150 or.1 /300 if 5 0 80'°/fl is 3' -above eaves)
Ma .1542
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