HomeMy WebLinkAboutCHECKLISTS - 06-00131 - 583 Twisted Willow Way - New SFRRESIDENTIAL PLAN CHECKLIST
(2003 International Residential Code)
Date,: 3--Z 7 —06
Building pe�.�t I'�umber; z:�1 6 <:>*0131
Project: ih� ��, G;r�. Job Address:
Zoning*. Number of Stories: Basemen • "Ye No/ Fin. Unfin.
Floor Area (sf): ?,Z� finished,
Valuation: $
Pennit Fee: $
Jill '' 1 11 � I --
r
unfixaished,� �
garage
Fixtures.: —0-0
Plan Check Fee: $
he following�"comments based on the 2003 edition of the Intemational Residential Coale should be resolved
before a building permit is issued. This carTection lisp is not a building permit. The approval of plans and
speci�f caiians does not pennit the violation ofthe tnany s�ctian of tet'r�ationaJRes�dential Code or an
stale or local regulations.
PLAN CHECK
A. Plans
o Scale
Plot Plan
Legible
Y /(NI Flood Plain
Floor / Foundation Plan
Sectio. showing construction details
/All BuildingElevations
Design Criteria (skull be 'identified on plans as mind - 85
Trus Calculation Sheets & ` Floor Joist Details
M.p.h.,, Snow - 35 1b. Per sq ft.),
Meeham'cal Design c _c(
Energy Calculations (R320 & Ch 11)
.y federal,,
B. Zoning (check one - in some cases LDR2 and MDR may apply)
LDR LDR 1 _Lot area — LDR- 12,000 sq. ft. min. (width 80 ft. min) & LDRI_- 8,000 sq. ft. min
(width60 ft. min.).(LDRl duplex_- 10,000 sq. ft. min.)
C. 11 ise
-,,,/ X Single Family
Duplex (LDR.1 only - Conditional use ermi�?
D. Set Backs (taken from ewes}
Front set back (32 ft. from curb)
. Nage: 64%a min of fTont hard green
._Rear set back (LDR 25 ft. & LDRI 20 ft.)
Sides set backs (6" for every ft. of building height with LDR - 7.5min., & LDRI - 6min.)
Building -Height maximum 3 (} ft.)
E. Footings
-�° Proper Size has per Table. 403.1, use 15+Q0 psf unless soil type is known, Table 401.4.I for soil bearing)
debar (2-#4 continuous)
TFoating Depth (3 6" below finished grade and 12" b elow undisturbed soil; 18" to top of slab —interior)
F. Fa,�xndati.on
,s�"Foundation walls wl rebar (city ordinance)
/.'1/2.0 Anchor Bolts with 2"x 2"x 3116" square washers Oncl. interior bearing walls) R403.1.6.1
�,r/'FoLmdation Drainage (foundations on sift 5c7i1 shah be desianed per 8445)
,r
Damp proofinv/Waterproofing to finish grace. R406.1 (fnd. extends 6" min above grade R404.1.6)
Crawl space access of 18" x 24" min.1�408.3 may diffex if meth a�pliance is in crawl space M 13 0 5.1-4)
----'Cxawrl5pace Ventflation/Insulation =1 sf vent per 150 sf (with moistare barrier
within Yof each cornea wally vent to inside of home) R408.2
X
Grading sloe away from house. R401.3
G. Frame
Seismic Hold Downs and Braced Wall Panels (R602.10)
l�
oars joists sized as per R502 *3 , Wood I joists sized per manufr.
Joists Under Load Bearing Partitions shall be doubled. 8502.4
irde�rs sized per
R502.5 or per manufr. Tables for engineered products
/
�Cantflevers(comply with R502.3.3 0r manufir xnstruciiQn)
1 s£ per 1500 sq. ft.) and
,Floor Sheathing (3/4" min forioists 24", oc & 5/8" for joists 16"' oc) R503.1
/Wall
(bearing and nonbearing) stud sizes; height & spacing per Table 602.3(5) R602.3
/Headers in Bearing Wall shall be designed as per Tables 502.5(1&2) R602.7
,Roof Trusses (designed according to R802.10-1) 35 Snow and 90 mph
winds (Local Condifionzo)
ze�
Rafter and Truss fie -downs. (R802,10.,5)
.." Attic Access 22" x 3D" mxn. opening R8U7
p g� }
H.�Exterl*or Covering
,Masonry and stucco shall have weather resistive barrier over exterior sheathin
I. of Covering and Ventilation
Roof Ventilation as per R806
//0 Asphalt Shingles (slope>2:12) wi ice protection. (other type: to comply wr RHOS. }
J. Firewalls
g R703.2 & 703.9.1
aragelHouse drywall separation (protect ext. walls & beams supporting habitable space) R3091
Door from Garage to House (l 3/8" solid wood or steel door, or 20 min. fire -rated door') R309 I
---Two Family Dwelling Separation (1 hr fire separation) Supporting structure also rated. 83].7.1
Tiyrn homes & Townhouses (2 hr separation & 4' overburn protection or parapet) R317.2
—One hr walls parallel to and within 3 ft of property line w/ NO openings. 8302
---'Penetrations in previous 3 items to comply with X317.3
K. eneral Requirements
House Numbers R321
lee,
Half Openabk 3 sf wu�davv or Mesh. Ventilation i
n bathrooms, water closet, and similar rooms. R303.3
� interior
and exterior star illumination shall comply vvi
th R343.6.
Bathroom Fixture clearances comply with Figure R307.1
—One room at least 120 sf. • ��`
Other habitable rooms 70 sf. min wf a min, dimension of 7 ft. R304
*meas w1sloped ceilings less than 5,ft in height & furred eeilinK,-rsIf cess than 7 ft D 0 VO T en m n7,�
.`��OYo DY Yi`loi"G of the required area must be at leash I, ft high i n roams w/ sloped ceiling
Egress clearance from window weds under cantilevered floors. R310-2
x.
I/Glazinly at HazardousR308
Emergency Egress in all sleeping rooms and basementsMth habitable space 8310
X'.
One required Exit Door shall comply, with R311.4
Landings at top and bottom of stairways 8311.5.4, and each side of each exterior door. 8311.4.3
Stair Rise -1 Run (7 314" max. rise &
Stairway Headroom (6' 8" m
10 FT min. tread, nosing red' d if C I I Stair Width (3) 6" min),
n.) ----,"Handra1*ls (34"to 3$" above stair nosing){x311.5}
-. J - Special conditions for circular, spiral and winder stairways and bulkhead enclosures RM 1.5-8
Stairway Protection (enclosed accessible space under stairs shall be covered with 1l2" drywall) 8311.2.2
,;.:'`Guardrails complying with 8312 Handrails complying with 8311.5.6
Smoke Alan -ns (each bedroom and common area and one on each level) (R 313)
L. Energy
Hames with glazing < 15% of gross area of ext. walls (Townhouses < 25%) to comply wl
*Otherwise shall meet requirements of I CC fog respective building type. N111]1.2
�•�� Vapor retarder on warm in winter side of walls, ceiling and floors 831$
*Water Heater heat traps IECC 504-7
Duct pealing and insulation N1 1
03,,3&4 or IECC 503.3.3.3, 503.3.3.4.3
/'Plans match quantities & values an a "passing" REScheck compliance report
M. Mechanical
bathrooms, toilet rooms, or storage closets G2406.2Ga� appliances not in bedrooms.
Chapter 1 L
�f
Room access 24" min vvxdtl-tlAti:ic access clear opening 20x3O/Under floor r.o. 22x3. M1305
.'Potential vent/connector offset > 75% of total height (Exception provided by G2428) G2427.6.4
-'`Dryer Vent length 2 5' max wl S' transition (-S' per 90 deg turns) M1 501.3
Gas'"point of delivery" and material used to determine pipe sizing. G2413
FRAMING/MECH. CHECKLIST
Date:
P roj e ct:
Job Address:
Building Permit Number:
The fallowing comments.based on the 2Q03 edition of the, International Residential Code should be
resolved before an occupancy permit is issued. This correction lisp is not a building 'permit. The''a'pproVal
of pians and specifications does not permit the violation of any section of tie lt�te�na�ianal Residential
Codi or any federal, sate or local regulations.
Exterior
Concrete Slabs (3 1/2 "min. thickness. & 4IF gravel base min.) R506.1
B R Wall Panels (sheathing) (nail or staple - 6" o. c. at edges & 72" o. c. in field) Table 602.3(1)
Adequate uplift control at floor line �sheafhing split on plate or � 'l X 36" straps 4' o. �. mudsill to studs
��eismic hold-downs a� garage panels �4' wide (ASA narrow pane[ design if X2'8"}, hold-downs mush be on
double stud or 3X with all nail hoes filled.. 8602.70.4
foundation waterproofing to finish gradeR406.1
--Crawl space ventilation I st per I 50sf (wl vapor., barrier 'I sf per 15 00s within 3' of corner R408A -2
cripple Walls hover 4' sized as 2 stork, under 14" mint be solidly sheathed one side) R602.9
Mud Sill (bolts in proper ]ocativn, nuts lightened, 2"x2"x3116" warners (condftiohal),"pressure treated or
redwood, joins blacked or under studs at wall and gaps grouped or shimmed) R403.1.6.1 I R602A1.1
Frame
ZRoor Sheathing
and nailing Typ. T&G _ 6n on edges & in field (perpendicular to joist)
Joist Spacing and .Size (as per plans)
-Bearing (1-1/2" min; & Lapping3" min. where � � joists wall or learn}
� Notching Ldepth-1/6 max., length -113 depth mix., not in middle 1/3, ends- 1/4 depth max.) TJIrNQ
Boring (1/3 "d" max, >2" of top or bottom or another hole or notch) TJI see chart
Cantilevers- Blocking,, reinforcement, span and spacing as per plays.
Joists Under Load Bearing Partitions (shall be doubled as per Section 502.3.3, if plumbing space needed,
the joists shall be b locked 4' o. c.)
� .Girders and Beams has per plans, nailed or mechanically connected to 'Frame and proper fearing)
/1
,Joist Hangers (check vacation & nailed properly)
,//ID�aft 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}
/iStair Opening has per pl2n & properly supportedwith hangers or walls)
Stairs(check rise- 7 3I4" max., run 10" min., pari.- 31$" max, width -3' min. &headroom- 6'-8'.'}
Wall Layout has per plans)
Interior Wall Stud Spacing (load bearing is same as exterior), 241f O.C. max.}
- Bearing Wall Window and Door Headers Nailinq hedge lends)
'exterior Bearing Wall Stud Spacing - walls car ioof load onl ; 2x4-16" o.c. 12'max
2x4-24" o. c. 10' max,- �x5-� 5" v. c. 'I 8' max,- 2x5-24" �.c. 16' max, one floor & roof: -- 2x4 16 O.C.
I Umax. Jwo floors & rOOf 2x4-12" max 10' (Fig 602.3.2.(1-3))
Double Top Plate (joints lapped rein. 2'} or Single Top Plate (bearing wlin 1"
3"x6" steel plates w! E Sd on nails each side}- R602.3.2
Stud Notchi (bearing 25% max.
& adequately tied,at joints by
40% max, 5/8" min. to edges (60% if doubled)
, Fire Blacking (roof space line at wail, concealed spaces & at studs over 10
rFirewalls (between duplexes & garage/home) , firewall penetrations - elec. boxes- rated, ducts -�
26 gauge & not open to garage, door —20 minute rated min.
Roof
Truss details X35# snow load and 90 mph winds) See truss. details.
aaf Trusses (spaced and braced as per mar+ufacfurer)
Rafter and Truss Tie -Downs and hangers
P&E
,/Rafters Lateral. Support (block of fearing when exceeding 5 to 1 rule (2x1 2)
Roof Sing: Nailing �"�I" dips ►nr171'I fi"}, edges -6" o.c., field --12" O.C.
Attic Access provide 22''x 30" min. access where clear height > 30
'"}
Rood Ventilation(standard 11'15p/300_80%car "i 50 is 3 above eaves
NEEMMftm
Mechanical0
(Rough Plumbing Insp. Done? }
_ Manufacturer's installation instructions are with the appliance (IRC 106,1v2IM1307.11)
Equipment has shutoff valves in same 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)
Duch S u p ports and sealers metal - e 10' spacing &Flexible — < 4' max — (2" sag in 4')
/'Clothes Dryer Ducts (solid metal ducts, no screws extending into duct & vent directly to outside)
Duct insulation (insulation in non -conditioned Space)
/Room access 24'3 min width 1 Attic access dear openin
g'20x3O rain (Under floor is 22x3O)(IMC 306)
`�ressure Regulators (access, rented, tee fitting each sided (IFGC 410)
,00�Gas pipes not En ventilating or circulating air duct (IFGC 404.1)
. . Metallic has pipe bends are smooth & free from buckling, cracks, or other damage (IFCC 405.2)
Pressure Test:
Gas Pipe Material.,
Branch Lines: Length
CSST
ft
ft
ft
ft
ft
ft
ft
psi
Sch40 NIP
To POD
ft
ft
ft
ft
ft
ft
ft
min duration
{Copper
Diameter
Ib pressure drop
Main Line f# Diameter
Appliance/BTU's (if known)
p
MORI