HomeMy WebLinkAboutCHECKLISTS - 04-00130 - 297 Rebecca Ave - New SFRRESIDENTIAL PLAN CHECKLIST
Date
Project: bc.)A rs�o e w�
Job Address,* dj
V a 7
Building Permit Number
Zoning: z,,p> 2
Svc.
oq--- 00 13 0
Number of Stories: j w/uwF,•,.
Floor Area.
/q3 /
Description: ;Ze-5
Valuation:
Permit Fee:
q3yl.
Plan Check Fee:
The following comments based an the 20Q(3 edition of the Intemational Residential Code should be resolved
before a building permit i's issued. TMs -correction list is not a building permit. The approval of plans and
specif cations does not pernu� the v�olatian of any section of the Intemational Residential Code or ani federal_
state or local regulations.
�Y
�J
i
7
+
a�
. L L5 - L1
•F
0
hilt'
M
0
rr
'L
rt
4;
r�
S�
ra
1
1 i .� ■
40 lq� ,
' i je.
r
iCY
Pr
1�
%
* IN11
it
lip
MIA
T
4N AM 12 M! -hp u
06
ON dr a
NIA
AM
r N+
r?w pp
+
z�
-
y
s
i
■ •~ _ SL t
� 1
Wh
�i
r
1 fa
ac W4
Ip
?r
•}7
lvr
i
-
dr
� I
Ql x
x 06 I
L
1
OF
r
iCY
Pr
1�
%
* IN11
it
lip
MIA
T
4N AM 12 M! -hp u
06
ON dr a
NIA
AM
r N+
r?w pp
+
z�
-
y
s
i
■ •~ _ SL t
� 1
Wh
�i
r
1 fa
ac W4
Ip
?r
•}7
lvr
i
-
dr
� I
Ql x
x 06 I
L
1
r
iCY
Pr
1�
%
* IN11
it
lip
MIA
T
4N AM 12 M! -hp u
06
ON dr a
NIA
AM
r N+
r?w pp
+
z�
-
y
s
i
■ •~ _ SL t
� 1
Wh
�i
r
1 fa
ac W4
Ip
?r
•}7
lvr
i
-
dr
� I
Ql x
x 06 I
A. Plans
/To Scale /Legible
/Plot Plan Y hl)Flood Plain
0�
loar / Foundation Plan
/Section shova-ng construction details
/AMII Building Elevations
le"-� ISnavv -1.Des'gn Criteria .(shall be identified on plans as Wind - 85 m.p.h., '5 1b. Per sq ft.)
Truss Calculation Sheets
Floor Joist Details
/./Energy Calculations (R.)20 & Ch 11)
B. Zoning (Check one - in some cases LDR2 and MDR may apply)
LDR LDRl Lot area — LDR- 12',,000 sq. ft. min. (Width 80 ft. min)
(width60 ft. Minj,(LDRI duplex - 1.0,000 sq. ft. min.)
C. Use
�ingle Family
Duplex (I,DRI only - Conditional use permit.?
D. Set Backs (taken from eaves)
-/Front set back (32 ft. from curb) Note* 60°/a min of front yard green
Rear set back (LDR 25 ft. &LDRI 20 ft.)
& LDRl- 8,000 sq. ft. min
Sides set backs (6" for every ft. of building height With LDR - 7.5' min., & LDRl 6min..)
14e Building -Height (maximum .30 ft.)
F. Faotings
—zproper Size has per Tele 403.1. 1,, use
,/R
Rebar (244 continuous)
1500 psf unless soil -type is known, Table 40 1.4. 1 for soli bearing)
/Cri.rder Support Footings (size as per Table 502-3-4(2))
/FF-oot-In
g Depth (36" below finished grade)
M
J
F. F"F.
unda�.vn
nundatLion walls wl rebar (city ordinance)
Foundation Drainage (,foundations on sift soil shall be desiped per Section R405)
//UWaterproofingper section R406)
)(Crawl Space
within 3'
Ventilation/Insulation =1 sq. ft. per 150 sf (with moisture barrier
of each cornu insulate walls no venin req'd} .. _.._
011
7 sf.
Seismic Hold Downs and Braced Wall Panels (R602.10)
>' Grading (all yards shall slope awav from house
XvWindowWells clear horizontal and vertical dimensions of 24" nvn.) (ordinance
C
G. Frame
Braced Walls (R602)
/Moors (check load bearing capacity ofjoists aspe-r Ch 5
)
Joists Under Load Bearing Partitions (shall be doubled asP er Ch 5)
r 1500 sq. ft.)
Girders (Cb S)
Cantilevers (check for blocking,,, reinforcement, spacing-, and span on drawings) (manuf Inst instr)
Floor Sheathing (Ch 5)
/Exterior Wall (Cb 6)
/Load Bearing Walls (Ch 6)
�eazing Wall Window and Door Headers (design as per Tables 602.7.2) (Ch 6)
✓Fire Blocking (as per Section 602.8) (8321)
/Roof Trusses (designed according to Section 802.9 and braced as per manufacturer) 35 # Snow and
85mph winds (Local Conditions)
.� Rafter and truss Hold -Downs �des�gned according to Section 802. 10 or truss manufacturer) (R802
,O'�Roa,f Sheathing (as per Section 803) (R803)
Attic Access (provide 22" x 30" min. access where attic clear height exceeds 30")(R806)
H. Exterior Coverincy
/O,rSidI&ng
eBric
r Stone Veneer
I. Roof hovering and Ventilation
Aoof Ventilati on has per -R806)
/'�Asphalt Shingles Slate Shingles, :Metal, Clay, Tile or Concrete. Wood,, Wood Shakes
10
J. Firewalls
,Garage (a one-hour fire -resistive separation between garage & house) (R321)
Door from
House to Garage(13/4"solid wood, extenar metal or 20 min. rated fire door required}
(R321)
�'wo Family Dwelling Separation (I fir. firewall (R321)
K. neral Requirements
��ouse Numbers (R325)
0"'
/oLight and Ventilation (design as per Section R303)
Ido inimum Room Areas (one room at least
ravens dimen, of 7 ft) (R304)
120 sf. , other habitable, roams min. sof 70 sf, min habitable
///WWindows at Hazardous Locations wfin 24" of side hinged door frame {x.348}
x_,�
Window Egress (R310)
ZOOExit Door (one exit door must be 36" wide) (Section R311)
Zandings (a. min. 3' x 3' handing required at each side of e ass doors with thresholds not more than
1 I L? " higher than landiiag)(R31 1) at bottom of stairs- Na req. at tap if door D/N swim over
stair} (8311)
Stair Rise 1 dun (7 314" mai. prise & 10 min_ tread Stair Width (36" min � StairwayReadroom
(6181f Handrails (34"to 38" above stair nosing)(R311)
tainway Protection (enclosed accessible space under stains shall be covered With 112" drywall)(R311)
J
�Guardrails/Handrafls (36" height, mandatory at 30" drop or 4 or more risers and 4" sphere max. .
/S,Moke Detectors beach bedroom and common area and one on each level) (R 317)
0
/_Mechanical Ventilating Systems �xn bathrooms, laundryrooms and similar roams !��
rooms)(R303)
L. energy
Percentage of glazing to wall area (Type A-1=15% max or use IECC Tables 502,2.4(x)
/Vapor retarder on u7anm � n winter side of walls ceiling and floors CC 502.1.1
Water Heater heat traps CC 504.7
/Duct sealing and insulation IRC 1103,3
Plans match R and F values on Energy talc's_
r.,
J
4
FINAL INSPECTION CHECKLIST
Date: psi - 9d- Oq
Project: wk�oelrwoo-i kamel,
JobAddress: dA --7
Building Permit Number: Oq 00130
The following comments based on the 2x40 edition of the International Residential Cale should be
resolved before an occupancy permit is issued. This correction list is -not a building permit. the approval
of plan -s' and specifications does not permit the violation of any section of the Intemational Residential
fade or any federal, state or local regulation.
3-12-03
a
F
'1
rM
A
L•
i
F%- y No P� 1 :5
' a Ar I� _NII
Nip
i
Or
.ri i 1 R i,F+'
o
IF
+•'
I
06
Fes* t
+ 1 �+
I ` .. 'kl
AE
F
'1
rM
A
L•
i
F%- y No P� 1 :5
' a Ar I� _NII
Nip
i
T
ON
Y
91
i
.
3
1
91
TA
Or
.ri i 1 R i,F+'
o
IF
+•'
I
91
i
Fes* t
+ 1 �+
I ` .. 'kl
4 - -
' �!11
..'. #' 39 N }I I�
mt
ir
T
ON
Y
91
i
.
3
1
91
TA
OUTSIDE
House Numbers (visible from the street}
O Grade (yard i's sloped away from foundation)
Z
Sidwea�k &Landscape Strip 5'wide 'VIII 611 ofgranular borrow(hill 12"))--7' LS strip
ons Setback Covera e 60% min r�er�9'�
"Windows - Covers and Screens (shall be releasable or removable from the inside fore cess
EEEEMRIPENPS-M
4iindow Wells min. 24" cCeara
� ut and move) well
/""E)xterior Steps (7 3/4 " max. Ise & 1 Oil min. tread)
Stairway Handrails 4 or more risers or over 30" (<4" max. spacing of uprights}
Guardrails (provide if over 30" above floor/grade & 4" max sphere spacing for upright}
//Zuandings (36 x 36" min., (not req. at the top of the Starr if a door does not swing over stars)
//'Thresholds 1 1/231 marc. above floor or landing 7 3/411 max if door does not swing over landing)
l Posts (required to be treated, redwood or cedar if in contact of concrete 1 earth
�Roofing env apparent beaks, installed properly and rooting as per plans)
'0�
ZM
asonry (lintels as per table 703.7. 1
)
ZRRoof Ventilation has per plans)
INSIDE
/Egress Dors(all � ress dva�s must be abbe t� a e� �rvm inside without use of keysar tools)
9 p
Zindow Energy caic3s: match actual window
Safety Glazing Provided in all doors, within 24" of door arc and below 60", & in tub enclosure
Z-1Ba#hraam Ventilation (either operable window or fan that w
ZSnks, Bathtubs and ShowersNo
encs d'Irectly to outside)
(check for caulking, operation and Teaks}
Stairway Illumination (switch at top and
bottom)
Stairs (7 3/4 11 M,aX. riser, 10 TH min. tread, (nosing 3/4" to 1 114" with solid risers
Handrails Cont {34" to 38`", 1 i12" to wall, and .grip 1 114" to 2" dia. upn�ht < 4"Adan far spare 6°' max)
. 0�
X Guardrails 36" highand con�inuvus Req'd 3�" or more abovegrade car floor(,uprights 4"s here max
P
spacing, thangular $pace 6'# sphere max spacing)
Garage (Dry walled and taped, firewall penetrations
ducts penetrating firewall must be 26 gauge min.
Egress Windows (clear 20" width
zl'_�
and electrical boxes, door to Douse 24 min. raked,
& not open to garage)
and 24" height, 5.7 sf min. opening with 44" max. sill height)
l Smoke Detectors din each sleeping rooms outside in immediate vicinity and on each story/basement-
split levels (w/o doors), only on upper floor --all interconnected without a disconnecting switch)
XFoam Plastic (meets requirement of R318)
�°111�'ater Heater Anchorage (gas over 4with flex water conn. shall be anchored or strapped to building)PP
�"
Water Heater Vent(check air flow �vi�h return in fnished basement)
.//1" Clothes Dryer Ducts (solid meal duds, n screws, in duct &vend d i rectly to outside )
Duuct Suppofts'(metal ducts supported 10' min spacing & non metal as per manus. installation instr.)
Duct Insulation (duct in non conditioned areas shalt be insulated)
Gas Line Supports spacing 1 O'for up #0 314", 12'for oyer 1"and Ffor tubing up to 1 112"
Date
�i
FRAMING CHECKLIST
Job Address: 2y 7
Building Permit Number:
The following comments bayed on the 2000 edit -ion of the Intemational Residential Code should be
resolved before an occupancy permift is issued, This correction lisp is, not a building permit. The approval
of plans and -specifications7-does --not permit the violation of any section of the 1nfemativna[Res-id-e- b;
ai
Code or any federal, state or local regulations.
N
i.
.. �. .. , �.. , .. s �.
... .. _. r. �.... � ..
r .,-. �.�� ..
-� � ..r �r
� .... �. ..�., ..
_ r_�i� � ems.... �� _.. .. .�.. .. � .���_.. _.e• .,.
Exterior
Concrete Slabs (3 1l2 "miry. thickness & 4" grave! base rain.)
ZIBraced Wall Panels(sheathing) (nail or staph - off o. c. at edges & 12 11 o, c. in field)
Adequate uplift control at floor line (sheathing split on plate or I '/z X 36" straps 4' o. c. mudsiff to studs)
Zseismic hold-downs at garage corners <4' wide (alternate braced wall panels 24"min - panel bath sides
-FM
hold downs mush be on double stud or 3X with all nail holes filled)
Foundation Water -proofing
>( Crawl space ventiiation 1 sf per 15: O'sf (w1 vapor farrier 1 sf per '150aso within 3' of corner
><""GrippieMOMMEMMEMEMEMOF Walls (over �d�y sheathed one side
' sized �s � story, under 14" must be so�i
Zid Sill (bolts in proper location, nits tightened, 2"x2"x3f16" washes, pressure treated or redwood, joints
blocked or under studs at walk and gips grouted or shimmed)
Frame
f"'
.//FFloor Sheathing and nailing Typ, 314" T&G - 6" on edges & 12" infield) perpendicular to joist }
' Z j
oist Spacing and Size has per plans)
Bearing (1-1/2" min.) &'LaPP ina (3" min. where joists lap over wall or beam)
ZNotching(depth-1/6 max., length - 1 /3 depth max., not in middle 1l3, ends- 1/4 depth max.) TJIwNO
//'Boring (113 "d" max, >2" of top or bottom or another hole or notch) TM seg chart
,Cantilevers- Blockin , reinforcement, span andSpacingasperplans.
Plumbing, Electrical and HVAC (check for Hatching, cutting and boring of joists)
Joists Under Load Bearing Partitions (shall be doubled as per Section 5a2,3.3, ifplumbings needed ace p ,
the joists sham be blocked 4' o. c.)
/Girders 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)
Duct Supports and sealed metal - < 10'spacing & Flexible—< 4max—(2 M sag in 4')
Clothes Dryer Ducts (solid metal ducts, no screws extending into duct & vend directly to outside)
uct insolation (insul. in non cond. space
Z.Basemenfi Walls (pressure treated or redv+�vvd sill plate properly fastened to slab} 02
Mair Opening (as per plan & properly supported with hangers or walls)
Stairs (check rise- 7 3/4" max., run-10" min., vari.- 3(8" max, width -3' min. &headroom - 6'-8")
[all Layout has per pians}
//010�Extedor Beane Wali Stud Spacing - walls Car� I�I Ii�?+�J� roof load n f � 2x4-1611 .F 12' a
www�il��
2x4 -24i' o.c. 10' x7, 2x6-16o.c. 1 moxa one floor & roof - 2x4 1 ��OZ.
1 Umax., two floors & rood, 2x4-12" max 10'
/ 1nterior Wall Stud Spacing (load bearingis same as exteriar), 24" O.C. max.}
Z�nDouble Top Plate aoints lapped min. Z}
. ,Single Top Plate (direct bearing & adequately fled at joints with steed plates}
tud Notchinq (bearing 25% max.) Bori*M40% mix, 518" min. to edges (60% if doubled)
Bearing Wali Window and Davy Headers Nailing (edge lends)
Fire Blocking (roof space line at uvail, concealed spaces & at studs over 10')
ZFirewalls (between duplexes & garage/home) , firewall penetrations - elec. boxes-- rated, ducts. —
26 gauge & not open to garage, door —2u minute rated min.
Truss
f
details- (35# snow load and 85 mph wands) See truss details
„Roof Trusses (spaced and braced as per manufacturer)
ZFRafter and Truss Tie -Downs and hangers
Rafters Lateral Support (block at bearing when exceeding 5 to 1 rule (2x12)
Roof Sheathing: Nailing ("H" clips w/ 7/16"), edges -6" o.c., field -12" o.c.
Attic Access provide 22'i x 3D " miry. access where clear height > 30")
Roof Ventilatiorn (standard 1/150 or 1/300 if 50 -- 80% is 3° above eaves) 12 Mar 03
! eFLqll
�g y
a