HomeMy WebLinkAboutCHECKLISTS - 05-00213 - 626 Cook St - New SFRRESIDENTIAL PLAN CHECKLIS0T
Date:
Progect:
Zoning.- LPR- r
(2003 IntemationalResidential Code)
Building Permit Number: c>
Job Address:
Number of Stories:--/—Basement"O", es No/ Fin. Unfin-W
Floor Area (sf): �7 �o l X ��.g inished, finished, �Oa garage
Valuation Permit Fee: $
Fixtures: Z-0
Plan Check Fee., $
The Following comments based ars tie �D�3 edition of the Intemational Residential Code should be resolved
before a building permit is issued. This correction list is not a building permit.. The approvalof plans and
speczfications does z�o� pennit the vivlai�on of any section ofthe Intemational Residential Code or any federal,
state or local regulations.
PLAN CHECK
A. moans
e-%"�'ZT o Scale
ZPlot Plan
Legible
Y�'lood Plain
Z`Flo6or 1 Foundation Plan
Section showingconstruction
detalmls
04�.
//AIII Building Elevations
�►��1��� urs Leria (snan ne laentilled on plans as ,Wind - 85 m.p.h., Snow - 3 5 fib. Per sq ft.)
ss Calculation Sheets & /-F-loI or Joist Details
Mechanical Design
�nergy Calculations (8320 & Ch 11)
B. I,Zoning check one - in some cases LDR2 and MDR may apply)
DR LTDRI Lot. area — LDR- 12,000 sq. ft. min. (width 80 ft. mint & L
(WldttloO ft. min.).(LDRl duplex - 10,000 sq. ft. min.)
DRI- 8,000 sq. ft. min
C. Use
Singe Family
Duplex (LORI.only - Conditional use ermi�?
D. S Backs (taken from eaves)
rout sed back (32 ft. from curb)
`"', f
emote: 60% min of front yard green
/_'�Rear set back (LDR 25 ft. & LDR1 20 ft.)
�Sides set backs (6" for every ft. of building height with LDR - 7.5' min., & LDRI - 6'min-)
��'"Building-Height (maximum 30 ft.)
E. Footings
,5� roper Size (as per Table 4 0 3. 1,
�Rebar (2-#4 continuous)
use 1500 psf unless soil type is "own, Table, 40..4.1 for soil bearing)
Z.
Footiong Depth X3 6" below finished grade and 12" below undistuacbed sail; ]. S" to top of slab –inferior)
F. Foundation
Foundation walls vol xebar (city ordinance
00,,�/
/2" Anchor Bolts with 2"x 2"x 3i16" square washers (incl. interior bearing walls) R403.1o6el
foundation Drainage foundations on sift soil shall be designed per R405)
Damp proofing/Waterproofing to finish grade. R406.1 (fnd. extends 6" rein above grade 11404.1,6)
,,._-IVXCrawlspace, access of 18" x 24"' min. R408.3 (may differ if meth appliance is in crawl space M 13 0 5.1.4)
ravvl Space Ventilation/Insulation =1 sf Vent per � SQ sf. with moisture barrier
within 3' of each corner (insulate walls vent to inside of home) R40$.2
,ZGGradxng slope away from house. R401.3
G. Frame
CSeismic Hold Downs and Brace
d Wall Panels (R602.,610) NL.BcE�.k
Floors j oisis sued as per R502.3, Wo o d 1-j gists sized per manufr.
—joists Under Under Load Bearing partitions shill be doubled. R502.4
,/Girders sized per R502-.5 or per manuft. Tables fior engineered products
- Cantilevers �c�amply with R502.3.3 �r manuf
r instruction)
1 sf. per 1500 sq. ft.) and
Floor Sheathing (3f4" min
far joists 2.4"
oc & 5/8"' for joists 16" oc) 8503.1
Wall (bearing and nonbearing) stud sizes, height & spacing per Table 602.31(5) 8602.3
Readers in Bearing Wall shall be designed as per Tables 502.5(1 &2) 8602.7
ARoof Trusses (desimed according to 88 02.10.1) 3 5 # Snow and 9 0 mph winds
------- 7 -Rafter and Tiiiss tie -downs. (880210.5)
/
A ttzc Access 22"
X 30 min, opening (R807}
H. Ext
erior Covering
Masonry and stucco shall have weather resistive barrier over exterior she
I. R of Covering and Ventilation
aof Ventilation as per R806
Asphalt Shingles (slope>2:I/-r_%)N wl ice protection. (Other tyke:
(Local Conditions)
hing 8703.2 & 703.9.1
to comply w/ R905,�
J.
F I'
irewalls
.�GaragelHouse drywall separation (protect exp, wads & beams supporting habitable s ace R309.2
p �
`$ Door from Garage to House(13/8" �olzdwood or steel door, or 20 Gln. fire -gated doer) 8309.1
--Two Family At?elling Separation (1 hr fire separation) supporting structure also rated. R317.1
Twin homes & Townhouses:(2 hr separation & 4' vverburn protection or parapets R317.2
"'One hr walls parallel to and within 3 ft of property line w/ NO opening,s. R302
Penetrations in previous 3 items to Camp y vviih R3�7,3
K. general Requirements
z-" Holise Numbers 8321
,y
Half Openable 3sf window or Mech.
Ventilation in bathrooms, water closets., and sYmxlar rooms. 8303.3
znt�rior �uzci exterior stair iilumxnat�on shall comply with R303.6.
Bath -room Fixture clearances comply with Figure 8307.2
One xoom at feast I20 sf.; fUther habitable rooms 70 sf, min w1 a min. dimension
of 7 ft. R304
areas WI sloped ceilings less than 5ft in height &furred ceilings less Than 7 ft Da NOT icomply mply
�i6�'6 fV� l]��[�� �i��
�l�gyz in ►�t�t�ms wl slowed ceili71gr
973
/Egress clearance from window wells under cantilevered floors. 8310.2
Glazing at Hazardous Locations R308
f
,4 Emergency Egress in all sleeping rooms and basements with habitable space R310
o ne required Exit Door shall comply with 8311.4
/"OLandiiags at top and bottom of stairways R311.5.4, and each side of each exterior door. 8311.4,3
,�'
Stair Rirtairway
Run(73/4" max. rise & 14" min. tread,,nosingreq'd if ��.1 "} -��Stair Width (36" min),
Headroom �6' 8" min.} r�'"H�ndrails (34'Tto 38" above star nosing)(R311.5)
Special conditions for circular, spiral and winder stairways and bulkhead enclosures R311-5-8
"IZ 2
Stairway Protection enclosed accessible space under stairs shall be covered with �.�2" drywall} 8311. .
...,
Guardrails complying with R312
-7—
,/Handrails complying with R311*5.6
I-0
Smoke Alarms beach bedroom and common area and one on each level) (R 313)
L. Energy
ZTames with glazing < 15% of gross aria of ext.
wally (Townhouses < 25%) to comply wl Chapter 1 1.
*Otherwise shall meet requirements of ICC_'for respective builc��ng �}'pe- N11U1.2
/Vapor retarder on warm �n winter side of wa11s, ceiling and floors R318
*Water Heater heat traps IECC 564.7
Duct sealing and insulation N1103.3&4 or IECC 503.3.3.3, 503.3.3.43
Plans match quantities & values on a
" passing" RIEScheck compliance report
M. Mechanical
/CGIas appliances not in bedrooms, bathrooms, toilet rooms, or storage closets G2406.2
Room access 24" min wi.dtblAttic access clear opening 20x3o[Under floor r.o. 22x30. M1305
Potential vent/connector offset > 75% of total height (Exceptionprovided by X2428} G2427.+6.4
r Vend len� th �5' maw w1 8' �ransitiQn �-5' per �0 deg turns} M1501.33D�ye
Gas "paint of del
ivery" and material used to determine pipe sizing. G2413
I
t
Date:
P roject:
Job Address':
Fft�� M
RAMING/MECH. CHECKLIST
Building Permit Number:
The following comments, -basedon
resolved before an occupancy perm
0
the 2003 edition of the -International Residential Cade should be
itis issued. Thi's -correction lisp is not a building permit. The approval
Ui piaris ana specitications does not perm I it the violation of any section of the Internationa1 ResidentialCode or ani federal, state or 1ocai regulatons.
Exterior
Concrete Slabs (3 1f2 min., thickness & "
_ 4 grave! base min.) R506.1
BracedW211 Panels (sheathing) (nail orstaple' - 611 o. c. at edges &
Adequate uplift contras at floor line(sheathing spilt on plate or 1
12" o. c. in field) Table 602..3(l)
Y2X 35" straps 4' o. c. mudsill to studs)
Seismic held -downs at garage panels <4' wide (APA.na'rrow paned design if <2'8"), hold-downs must be on
double stud or 3X with all nail holes filled. R602.10.4
�
Foundation waterproofing to finish grad,eR406.1
Crawl space ventilation 1 sf per 150sf (w/ vapor barrier 1 sf per 1500so within 3' of corner R408.1.2
.�CrippFe Walls (aver 4' sized as 2 story, under 1411
must be solidly sheathed one side) R602.9
/-Mud Sill (bolts in proper location, nuts tightened, 217x2Y5x3/16'73 washersconditionalpressure treated ❑r
redwood , points blacked or under studs at wall and gaps grouted or .shimmed R403, + fi
'I 1 R602.1 I A
Frame
!� Floor Sheathingand nailinTYP-3/411T&G-6�, g one. 9,es & 12" infield (perpend7Icular'to joist)
/Joist Spacing and .Size has per plans}
Bearing (1-112" min;) & Lappinq (3" min. where joists la
P over wall or beam'N}
).Notching (gLepth-116 max., 19Dgth-113 dep'th max.,not in middle 113, ends- 714 depth max.) TJI-NO
- t----- _
(113 "d" max, >2" of tap or bottom or another hole or notch) TJI see chart
7"Cantilevers-5lockin , reinfvrcemespan andspacing as per pians.
hr�
/ Jailsts Under Load Bearing Partitions (shall be doubled as per Section
the joists shall be blacked 4' o. c.)
5Q2.3.3, if plumbing space needed,
ZGGirders 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 {as per plan & properly supported with. hangers or walls}
Stairs check rise- 7 3J4" max., run- 10" min., vari.- 3/811 max, width -3' min.
F'.
_
Wall Layout (as per plans)
r
Anterior Wali Stud Spaying (load bearing is same as exterior), 24" o.c. max.}
Bearing Wall Window and Door Headers Na�inq hedge /ends)
//FF= Ain-'rinr Bearing Wall Stud Spacing - walls car in
& head room- 67-8`1)
roof load onl JZx4-� �" o.c. 12'max
I -
2x4-24 1P2x6-16o.c. if o.c. 18' mai, 2x6-24" o.c.
16'rnax, one floor & roof: - 2x4 1611 O.C.
I Umax. , two floors & roof; 2x4-12" max 10' (Fig 602.3.2.(1-3))
V'' Double Top Plate 661nts lapped min.. 2'} or Single
--� 373 xT steel plates wI E 8d on nails each side}-
Stud Notching25°/a max.) Sorin 40% maxV 518" min. to edges (60u/o if doubled})
Top Plate (bearing Min 1" & adequately tied at joints by
R602.3.02
Fire Blacking (roof space line at wall,
r
concealed spaces &.at studs over 101)
Firewalls (between duplexes & garage/home) , firewall penetrations elec.
26 gauge & not open to garage, door —20 minute rated min.
Ro0of
'`Truss details (35# snow load and 90 mph winds) See truss.details.
4
.•Rnnf Tri icc;=cz (cznar.pcl end braced as ger manufacturer)
Rafter and Truss Tie -Downs ands f han ers
.Rafters Lateral, Support (block at bearing when exceeding 5 to 'I
boxes- rated, ducts —
rule (2x1 2)
Roof Sheathing: Nailing ("H" clips w/ 7116"), edges -6" o.c., field -1 2" O.C.
Attic
Access (provide 22" x 3D" min. access where clear freight > 3D")
a
It
=Roof Ventilation (standard 1/150 or 1/300 if 50 - 80% is 3'
above eaves)
chanin,cal (Rough Plumbing Insp. Done.? }
Aanufacturer's installation instructions are with the appliance VRC
106.11.2/M1307.11)
Equipment gas shutoff values in same room AFP exception) and within 6' of appliance (IFGC 4D9.5}
lk
pediment Traps (if not built into appliance) at Furnace & W.H. (IFGC 408.4)
uct Suppor-cs and seated metal - c 101 spacing & Flexible — c 4' max — (2" sag i n 4')
zCiathes Dryer Ducf� solid metal ducts no scr�screws extend"
.Duct insulation(insulation i -n non -conditioned Space).
.P
loo Room access 24" min width 1
"',""Pressure Regulators (access,
I' "
Z/-00'* .
into duct & vest directly to outside)
Attic access clear opening 20x3O men (Under flow- is 22x3O)(IMC 3,06)
vented, tee fitting each side) (IFGC 410)
� Gas pipes not in ventilating or circulating air duct (IFGC 404,1)
ZAAsr_mfn1Fr% gas pipe bends are smooth &free from buckling, cracks, or otter damage (11 FG C 4Q5.2)
ressure Test:
Gas Pipe Material-.
CSST
Branch dines: Length
ft
ft.
ft
ft
ft
ft
ft
min duration
Sch40 MP Copper
To POD Diameter
ft
ft
ft
ft
ft
ft
ft
Ib pressure drop
Main Line ft Diameter
Appliance/BTU's (if known)
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