HomeMy WebLinkAboutCHECKLISTS - 05-00025 - 306 Oaktrail Dr - New SFRbol
00RESIDENTIAL PLAN CHECKLIST
Date:
Project:
(2003 International Residential Code)
Building Permit Number:
fob Address:
Zoning:
Number- of Stories: �_ Basement: Yes .
Floor Area (sf): finished, -°-- unf Wished� � gara
a � ge
Valuation: $ Permit Fee: $
8c)5/. 5m-
Fixtures,.
Plan Check Fee* R6
i ne zonowlng comments based on the 2UO3 edition of the Intemational Residential Cede should be resolved
before a buddingerrudt is issued. Thi
s correction list is not a building Hermit_ T11P �„�„��,�TaI .,� ,.,I,�,...,.�.�
specif cations does not permit the violation of any section of the frit
stale or local regulations.
PLAN CHECK
A. Flans
TO Scale
!Plot Plan
Zegible
Y l loud Plain
/000 �]Floor I Plan
flection shown const -ruction g on details
000 All Building Elevations
---_---• 0_�riv r caa u1 Fi[LLl:!� GLltu
ernafronal Residential Code or any federal,
looe�esiL� Criteria (shall be identified an plans as Wind $5 m.p.h., Snow _ 35 1b. Per sq ft.)
kTiuss Calculation Sheets & Floor Joist Details
/Mechanical Design
XE,nergyCalculat'.�on
s (,R320 & Ch 11)
B. Zoning check one - in some cases LDR2 and MDR may apply)
LDR LLDR I _Lot area — LDR- 12,000 sq. ft. min. (width 80 ft. min) & LDR1 - 8,000 sq. ft., min
(width6o ft. min.).(LDRI duplex - 10,000 SQ. ft. min_l
C. Use
.//Single Family
Duplex (LDRI only - Conditional use permit?
D. het Backs (taken from eaves)
,/"Front yet back ('32 ft. from curb)
M
Note: 60% nein of front yard green
//Rear- set back (LDR 25 ft. & LDRI 20 ft.)
/'O'/Sides set backs 0" for every ft. of building height with LDR - 75min., & LDRI - 6min.)
/Building -Height (maximuna.)0 ft.)
E. Footings
Proper Size has per Table 4031. 1,, use 1500 psf unless soxx type is known, Table 401.4.1 for soil bearing)
-Z
/Rcebar (2-#4 continuous)
aot�ng Depth Q 6" below finished grade and 12' below undisturbed soil; 18" to top of slab -interior}
F. Fundation
walls�vl rebar (city ordinance)Foundation
7, ;oe 3114*
:/-1/2" Anchor Bolts with :516�' square washers (incl.. intenor bearing walls) R4011*6*1
Foundation Drainage (foundations on sift soil shall be designed per R405)
Damp pro ofing/Waterproofing to finish grade. R406.1 (fnd. extends 6" min above grade R404.1.6)
Crawl space access of 18" x 24" min. R4083 (may differ if mcch appliance is in crawl space M130'F.1.4)
Crawl Space VentilationlInsulation =I sf vent per 150 sf. {with moisture barrier
within Yof each comer Qinsulate walls vent to -inside of R40$.2
Grading slope away from. house. 8401.3
G. Frame
ZSeismic Hold Downs c717d Braced Wall Panels (R602*10)
Floors joists sized as per R502.3, Woad I joists sized per manufr.
foists Under Load Bearing Partitions shall be doubled. R502,64
,;0 Girders sized per R502-5 or per manu.fY'. Tables for engineered products
Lo/,Caniilewers (cOMPIY with R502.3-3 0r manuft instruction)
1 sf. per 1500 sq. ft.) and
M
Floor Sheathing (3/4"
min for joists 24" oc & 5/8" for joists 16" oc) 8503.1
==s culu uvlluoau,ug) srua sizes, neight & spacing per Table 602.3(5) 8602.3
_Headers in Bearing Wall shall be designed as per Ta bles 5 02.5(1 &2) 8602.7
Roof Trusses (desisned according to R802.10-1) 35 # Snow and 90 mph winds (Local Conditions)
/-O�Rafter
and Truss, tie -downs. (8802.10.5)
/A ttic Access 22" x 301t min. o ening (R80
H.xterior Coveringasonry and stucco shall have weather resistive barn-er over exterior sheat
king 8703.2 & 703.9.1
I.
Roof Covering and Ventilation
"r
--Ooo�Rvof Ventilation as per R806
Asphalt Shingles (slope>2 -, 12 wl icerotection.p(Other type: o comply Wl R90�.�
tT. reWaIlS
GCdrywallaragelHouse separation (protect ext.
Door from garage to
wars & beams supporting habitable space) R309.2
House G 318" solid wood or steel door, or �0 min. fre-rated doom R3Q9.I
TK)o Family dwelling Separation (T hr fire separation) supporting structure also rated. R317.1
,jk�Twin homes & Townhouses (2 hr separation & 4' overburn protection or parapet) R317-.2
V4 � One hr w�.11s parallel to and within 3 ft of property hne wl NO o �nin s. 8342
P �
Penetrations in previous 3 Mems to comply with 8317.3
K. General Requirements
�'flouse Numbers 8321
Half Openable 3 sf window or Mesh. Ventilat'on in bath -rooms, ,water closets, and similar rooms. R303.3
Interior and exterior stair illumination shall comply with R.303.6.
Bathroom Fixture clearances comply � Nvxth Figure X307.2
x�ti 1VU111 aL 1G[t�L I./IV.51t�
.; tner naeztaale roams 70 SE min wl a min. dimension of 7 ft. R304
*areas w/sloped ceilings less than 5 ft in height & furred cP� rli�v 1prC thft� 7 FV -ATI -)w
_. LV1I1pLy
*SD°fo or more of the required areamust be at least 7j`i�� high in rooms �v�sloped ceiling
egress clearance from window weds under cantilevered floors. R3101
at Ha�axdous Locations 834$Z01azing
Emergency Egress in all sleeping rooms and basements with habitable spice R310
�ne required Exit Door shad comply with 8311.4
e000p,
'-a
L;�-�� -��p-- -d+otkmi-�)f-sta-ir--w-ays-R311.5.4, and each side of each exterior door. R311.4.3
I"
001,
Staler Rise 1 dun (7 314" mai. rise & 10" mxn. dread, nosing req' d if � X I "� Stair Width (336" min),
Stairway I-leadroam (6' 8" min.}Handrails (34"to 3$" above star nosing)(R311.5)
Special conditions for circular, spiral and winder stairways and bulkhead enclosures 8.31.1.5.5
Stairway Protection (enclosed accessible space under stairs shall be capered with BIZ" drywall) R311.2.2
/0-0 Guardrails complying with R312 !Handrails carnplying with R311.5-6
�<smroke A(each bedroom and common area and one on each level) (R 313)
L. Energy
I omes with glazing < 15% of gross area of ext. walls (Townhouses < 25%) to comply w/
*Othenvise shall meet requirements of IECC far respective building type. -N1 1, 011
�/eo< Vapor retarder an warin w��nter side of ovalis, ceiling and floors 8318
Water Heater heat traps IEC SO4.7
Duct sealing and insulation N1103.3&4 or IECC 5033*331-503-3-3-4-3
Plans match quantities & values on a "passing" REScheck compliance :report
M. Mechanical
Gas appliance not in bedrooms bathrooms, toilet rooms, or storage closets G2406-2
Chapter 1 1.
Room access 24" min width/Attic access clear opening 20AO/Under floor x.o. 22x.'Q. M1345
Potential vent/connector offset > 75% of total height (Exception provided by G2428) G2427.6.4
/ryer Vent length 25' marc w/ 8' transition (-5' per 90 deg turns) M1501.3
Gas""point of delivery"and material used to determi'ne pipe, sizing. G2413
FRAMING/MECH. CHECKLIST
Date.-
ProiRect.
14' er
Job Address-
Building
Permit Number: �'-Y
The
fallowing comments based on the 2003 edition of the Intemational Residential Code shoed be
resolved before an occupancy permit is issued. This correction list is not a budding permit. The approval
ofplans and speci�fic��ions does not hermit the violation of -any section of the Intemational Residential
Gude or any federal, state or local requPations.
EXt e
s
�'eConcrete Slabs {3 112 "min. thickness & 4" gravel base min.} R.506.1
Braced Wall Panels (sheathing) snail or staple - 6" o. c. at edges &
_M6�
Adequate uplift control at floor line (sheathing .-split on ,plate or 1
1211f o. c. in field) Table 602.3(1)
Y2X 36°' straps 4' v. c. rnudsill to studs}
ZSeismic hold-downs at garage panels <4' wide MAPA narrow panel design if X2'8"), hold -dawns mush be an
double stud or 3X with all nail hales filed. R602,10A
Foundation waterproofing to finish gradeR406,1
'`' rawi spare ventilation 1 sf per I 50sf (w/ vapor barrier 1 sf per 1500s� within 3' of corner R408A -2
� Crippie
Walls hover 4' sized as 2 story, under 1411 must be solidly sheathed one side) R602.9
ud Silk (bolts in proper location, nuts tightened, 2r3 x2"x3/16 11 washers (conditional), pressure treated or
redwood, joints blocked or under suds at wail and a s
g p grouted or shimmed) R403.1.6.1 1 R,602.1 1.1
Frame
�F1oar Sheathing and nailing Typ_ 3!4" T&G - 611 on edges & ��" in field (perpendicular to joist )
Joist Spacing and Size (as per plans)
searing (1-1/2" min,} & Lapping �3"min. where joists lap over wall or beam)
Notching (depth -1/6 max.,. lei --113 depth max., not in middle X13, ends- X14 depth max.j TJX
*1
7
�orin(X13 "d" max, >2" of dap or bottom or another hole or Hatch) TJI see chart
�Cantilevers- Blockin�C., reinforcement span and spaas per pians.
Joists Under Load Bearing Partitions (shall be doubled as per Section 502.3.3, ispace needed,
the joists shall be blocked 4' o. c.)
ZGIrders and Beams has per plans, nailed or mechanically connected to frame and proper bearing)
Joist Hangers (check location & nailed properly)
---Draft Stop Stop (req u i re d fo r over 1000 sq ft.. of unusable space at fl oo r/cei I i n g)
,/_Basement Walls {pressure treated or redwood silk plate properly fastened to slab}
*---St,air Opening has per plan & properly supported with hangers or walls)
Stairs(check rise- 7 X14" max., run 10" min., Yari.- 318" max, width -3' min. & headrac�r�t- 6-8")
Wall layout has per plans)
/00Interior Wall Stud Spacing Tad nearing is same as exterior), 24" o.c. max.}
Bearing VVaIl Window and Door Headers Nailin (edgelends)
Exterior Bearing Walt Stud Spacing - walks ca
2x4-2411 o- c. 10' max,- 2x6-1 E" o.c. 18' max - 2x6-2411 O.C.
inq roof load only; 2x4-1611 o.c. 121 max
16' max, one floor & roof: - 2x4 1611 o.c_
10,Max., two floors &roo 2x4-12" max 10' (Fig 602.3.2.(1-3))
/Double Top Plate 0oints lapped min. 2') or Single Tip Plate (bearing wlin 1" & adequately tied at joints by
3" X6" steel plates w1 6 8d on nails each gide) R602.3.2
Stud Notching(bearing 25% max.) BoriM40% max, 518" min. to edges (60% if doubled)
01""
Fire Blocking (roof space line at wall, concealed spaces & at studs over 10')
Firewalls (between duplexes & garage/home) , firewall penetrations - elec. boxes- rated, ducts —
26 gauge & not open to garage, door —20 minute rated min,
Roof
X,
,00l Truss details (35# snow load and 90 mph winds) See truss details
ZRoof Trusses (spaced and braced as per manufacturer)
r/ Rafter and Truss Tie -Downs and hangers
ZrR,
afters Lateral Support (block at bearing when exceeding 5 to I rule (2xl 2)
�Roof Sheathing-. Nailing ("H" clips wl 7116"), edges -5" o.c., field-'i 2" o.c.
Attic Access (provide 22" x 30" min. access where clear height > 30")
(,.=,ROof Ventilation (standard
1/150 or 1/300 if 50... 80% is 3' above eaves)
Mechanical (Rough Plumbing Insp. Dane?
Manufaciurer's installation instructions are with the appliance CIRC 106,r1z2/M1307zI)
Equipment gas shutoff valves in same roam(FP exce #ion and6ofexception) within appliance (IFGC 409.5)
.�Sediment Traps cif not built into appliance} at Furnace & W.H. (IFGC 408.4)
..Duct Supports and sealed metal - � 1 �' sp�acin & Flexable � � �4' max -- '° '
9 �.. (2 sag m 4 }
Clothes Dryer Dints (solid meta] ducts, no screws extendin into d�rct &vent directly9 to outside)
Duct insulation (insulation in non-conditianed Space) ���
Room access 24" min width / Attic access clear opening 20x3O, min (Under floor is 22X30)(JMC 306)
Pressure Reaulators taccess, vented, tee fitting each side} (IFGC 4113}
Gas pipes not in ventilating or circulating air duct (IFGC 404.1)
illletaliic gas pipe bends are smooth & free from buckling, cracks, yr other damage (IFGC 405.2)
Pressure Test.-pressurepsi � min duration drop
Gas Pipe Material: CSST
Branch Lines:
Length
S ft
ft
f
f
ft
-ft
ft
40 MPS Copper
To POD Diameter
f t
l la _ft
ft
ft
ft
ft
ft
Main Line b ft Diameterr
Appliance/BTU's (if known)
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