HomeMy WebLinkAboutCHECKLISTS - 05-00119 - 785 Pinehaven St - New SFRDate.-
Project:
Job Address:
1;PAM1K1r../ M.Fr,.H
CHECKLIST
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Building Permit Number:
O 5 cro G t �j
The following comments based on the 2003 edition of the Inte-mational Residential Code should be
resoled before an occupancy permit �s issued. This correction list is not a building permit. The approval
of plans and specifications does not permit the violation of any section of the International Residential
Code or any federal, stake or local regulations.
Exterior
Concrete Slabs {3 'i I2 "min. thickness & 4" gravel Kase min_} R506.1
Wall Panels(sheathing) or sta le - 6o. c. at ed es & �Z" a. c. in field)Tahle 602.3('�)
Braced p 9
IIA
Adequate uplift control at floor line (sheathing split on plate or 1 Y2X 3613 straps 4' a. c. mudsill to studs)
Seismic held -downs at garage panels <4' wide MAPA narrow panel design if <Z'8"}, hold-downs must be on
double stud or 33C with a!1 nail holes filled. R602.10.4
Foundation waterproofing to finish gradeR406-1
Crawl space ventilation 1 sf per 1 50sf (w1 vapor barrier 1 sf per 1 500so within 3' of corner R408,'1 w2
,:cripple Walls (over 4' sired as 2 story, under 14" must be solidly sheathed one side) R602-9
Mud Sill (bolts in proper location, nuts tightened, 2" x211 x3115" washers (conditional), pressure treated or
redwood, joints blocked or under studs at wall and gaps grouted or shimmed) R403.1 w6al ! R602.1 1 .1
Frame
Floor Sheathing and nailing Typ. 3/4" T&G - 6" on edges & 12" in field (perpendicular to joist)
/',joist Spacing and Size (as per plans)
/Bearing (1-1/2 it min.) & Lapping (3" min. -where joists lap over wall or beam)
ZNotching (depth -1/6 max., length -1/3 depth max., not in middle 1/3, ends- 1/4 depth max.) TJI-NO
Aoring (113 "d" max, }2" of top or bottom or another hole or notch) TJ! see chart
antilevers- Blockin r��nfor�em n
�, e t, span and spacing as per plans.
.01"'r
Joists Under Load Bearing Partitions (shall be doubled as per Section 502.3.3 ifplumbingspace needed,
the joists shall be blocked 4'o. c.)
P
� birders and Beams(asplans, per nailed or mechanically connected to frame and proper bearing)
Joist Hangers (check location & named properly)
drat Stop (required for over 1000 sq ft_ of unusable space at floor/ce-11ing)
Basement Walls(pressure treated�. or redwood sill plate properly fastened to slab}
zir Opening has per plan & properly supported with hanger's or walls)
Stairs (check rise- 7 314" max., run 10" min., vari.- 318" max, width-3min. & headroom- 6'-8"}
J'�lall Layout has per plans)
Interior Wall Stud Spacing (load fearing is same as exterior), 24" o.c. max.)
Zearing Wali Window and Door Headers Nailinq hedge lends)
z bearing Wall Stud Spacing ----wa._lls carning ,roof load vnly_, 2x4-15"
a.c. 12' max
2x4-2411 o. c. 10' max, 2x6-16" o.c, 18' max,-2x6-24",.v.c. 16' max, one floor & roof: - 2A 16" O.C.
10'max., two floors &roo 2x4-12" max 10' (Fig 602.3.2.(1-3))
Double Top Plate Ooints lapped min. 2'} or Single Top Plate (bearing vulin 1" & adequa#ply tied at joints by
3"x6" steel plates wl 5 8d on nails each side) R602.3.2
Stud Notch ing(bearing 25% max.) BoriD..q_40% max, 5/811 min. to edges (6D% if doubled)
Fire Blockings space line afi wall , concealed spaces &at studs over 10')
Firewalls (between duplexes, & garage/home) , firewall penetrations - elec. boxes- rated, ducts —
2G gauge & not open to garage, doer —20 minute rated min.
Ro
Truss details (35# snow load and 90 mph winds) See truss details
f
Roof Trusses(spacedand as per manufacturer)
0�
Z/Rozafter and Truss Tip -Downs and hangers
Rafters Lateral Support (block at bearing when exceeding 5 to 'I ruin (2x72)
_/ Roof Sheathing; Nailing ("H" clips w1 7/16"), edges -6" o.c. field -12" o.c.
ZAttfic Access (provide 22" X 3011 min. access where clear height > 30")
,/Roof Ventilation (standard 1/150 or 1/300 if 50 a 80% is 3' above eaves)
Mechanuical (Rough Plumbing Insp. Done? .�_}
Manufacturer's installation instructions are with the appliance (IRC 106al .
21M 1307 m 1)
j.
^,r � Equipment gas shutoff valves in same roam (FP exceptions and within 6' of appliance (IFGC 409.5)
l -
Sediment Traps cif not built into appliance} at Furnace & W.H. (IFGC 40.8-4)
Duch Supports and sealed metal - < 10'spacing & Flexible.—< 4'max— (2" sag in 4')
ti
Clothes Dryer Ducts (solid metal ducts, no screws extending into duct & vent directly to outside)
CIDuct insulation (insulation in non -conditioned Space)
�Room access 24" min width I Attic access clear opening 20x3O min Under floor i s 22x3O)(I MC 306)
Ir-_- 'Pressure Regulators {access, vented, dee fitting each side} (IFGC 410)
/Gas pipes not in ventilating or circulating air duct (IFGC 404.1)
Metallic gas pipe bends ars smooth & free from buckling, cracks, or other damage (IFGC 4D5.2)
Pressure Test:
Gas Pipe Material:
Branch Lines:
Length
-jFA /
P.
psi
CSST r_Scrh40 MPJ
ft
ft
ft
f
ft
ft
To POD
IT,
ft
ft
ft
ft
ft
Emohmommift
min duration
Copper
Diameter
Ilb pressure drop
Main Line ft Diameter
Appliance/BTU's (if known)
/_-w . d-
I-
RESIDENTIAL PLAN CHECKLIST
(2003 International Residential Code)
Date.: �--f ZZ -DS
q
Project : K, � �-r-c. � � �'�
Buflding Permit Number-.
4
Job Address.
Numbere�j Nozon i -n,*. LhIL,00)) of Stories: Basement, I9_L_ ( e
FiWim." Fixtures*.
Floor Area (sf): shed, 11 %s unfinished, L 0(7 garage
Permit Fee:$ G`�Valuation:i Plan Check Fee: $ g�. ��f
n j 'I
The following comments based on the 2003 edition' oi me Internat'ional Residentiai Code should be resolved
before a building permit is issued. This correction list is �not a building perrrut. The 4ppro,val of plans and
s 'fi on of any section ofthe lntemational Residential Code or any federal.,
peel ications' does not permit the violation
state or-lo-6al regulafiohs.
PLAN CHECK
A. Plans
:-.. To Scale
'Legible
�ot Plan-, Y. 1pod Plain:
Floor / Foundatian Plan
'f Section show�ag construttion details.
A11 Building Elevations
DcSign Criteria (shall be identifiedlon plans as.Wind 85 m.p.h., Snow 351b. Pers q ft..
)
Truss Calculation Sheets & Floor Joist Details..
.,: 'Mechanical Design
SX' Energy Calculations (R320 & Ch 11.j 7 � _ .
B. Zoning (heck one - m* some cases LDR2 and IvIDR may apply)
(width 80 ft. min) & LDRl- 8,,000 sq. ft. MM
LDR ,-/LDRI Lot axea LDR- 12,000 ft. -min.
(width60 ft. min.).(LDRI duplex - 10,000 sq. ft, HM'*.)
C. Use
S ingle Family _Duplex (LDRI only - C
anditional use Dermit?
D. Set Sacks (taken from eaves)
'Front set back (32 ft. from curb) _Note:
� Rear set back (LDR 25 ft. & LDRI 20 ft.)
60% mM* of front yard green
Sides set backs (6" for every ft.- of building height with LDR - 7.5'niin., & LDR1 > Cmin.)
✓Building Height (max mum 30 ft.)
E. Fvofings
Proper Size has per Table 403, 1, use I500 psf unless pail type is known, Table 401.4.1 -for'soil bearing)
-'r Rebar (2-#4 continuous)
�
Fooling Depth (36" below finished grade and 12" below undisturbed soil- '18 " to fop of .slab — inte'rior)
F. uundation
Foundation galls Nvl rebar (pity ordinance)
2"1/Anchor wYthh. 3116» square washers (incl. interior be=9 walls) R403.1.6.1
Foundation Drainage (foundations on sift soil shall be designed per R405)
Damp proofmg/Wateirproofing to finish grade. R406.1 (ffid. extends 6" min above grade.R404.1.6)
�
C"'WI space access of 18 X 24mR40S.3 (may differ if meth appliance is in'''crawl space M1305J.A)
Crawl Space VentilatiorAnsulation =1 sf vent per 150 sf, moisture barrier 1 -sf- peNr4 SOU sq. ft.} and
within 3' of each carn:ex (insulate walls Benito inside of homed R408.2
Grading slaps away from house. R401.3
G. F, came
Seismic Hold Downs and Braced Wall Panels (R602.10)
�Floors joists sized as per R502.3, mood T-3 o ists sized per manufr.
Joists Under Load Bearm'g Partitions shall be doubled. R502.4
6.ixders seed per R502.
Cantilevers (comply Wi
or per manufr_ Tables for enoriueered products
�h
R5023.3 or manufr instruct -ion)
G
9
Floor Sheathing_ (3/4" min forjoists 24" oc & 5/8" forjoists 16" oc) 8503.1
oe_�__
Wall (bearing and nonbearing) stud sizes, height & spacing per Table 602.3(5) 8602.3
Headers in Bearing Wall shall be designed as per Tables 5 02.5(1 &2) 8602.7
�Roof Trusses (designed according to 8802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
Rafter and Truss tie -downs. (R802.10.5)
we�Attzc Access 22" x 3011 min..opening (R847)
H. Exterior Covering
- Masonry and stucco
shall have weather resistive barrier over exter�.or sheathing R703.2 & 703.9.1
I. I�.vof Coverm*g and Ventflation
Roof Ventilation as per R8.06
✓Asphalt Shingles (slope>2-12) wl ice protection. (Other type.., to comply w/ R905. }
J. Firewalls
vo�Gax'agelHouse drywall separation (protect ext.
walls & beams supporting habitable space) 8309.2
fDoor from Garage to House (13/8" solid wood or steel door, or 20 min. fire -rated door). R309.1
N
�"Two Family Dwelling Separation (1 hr fire separation) Supporting structure also gated. X317.1
i�vin homes & Townhouses (2 hr separation & 4"' overbum protection or parapet) 11317.2
One b -r walls parallel to and within 3 fi-of pw/ NO openings. 8302
enetrations i:n. previous 3 items to eamply. with 8317.3
I General Requirements
.0 -IX
House
Lumbers R321
w'4"THa1f Openable 3sf windovv or tech. Ventilation in bathrooms'. water closets, and si�xular rooms. 8343.3
veeelnterior and exterior stair illumm*ation shall comply with R303.6.
Bathroom Fixture clearances comply with Figure R307-2
-'
One room a.1: least I20 sf.; Other habitablerooms 70 sf. miu vv/ a min. d cilsion of 7 ft, R304
areas -w/ sloped ceilings -less than S ft in- height &furredc'eill"ngs less than- 7 ft DO NOT comply
*SQ°o or more of the required area must be at least 7.ft high in ,rooms w/slaped sealing
—`:Egress clearance from wi_udow wells under cantilevered floors. 8310.2
Glazing at Hazardous Locations R30$
Emergency Egress in all sleeping roams and basements with habitable space 8314
_One required Exit Door shall comply with 8311.4
... Landings at tai and bottom of stairways R311.5.4, and each side of each ex�erivr door. 8311.4.3
Stair Rise /Run (7 314" max. rise & 10" min. tread, nosing req'd if <l l ") _Stair Width (3 6" min),
_Stairway Headroom (6' 8" min.) _Handrails (34"to 3 8" above stair nosing)(R311.5)
N -Special conditions for circular, spiral and winder stairways and bulkhead enclosures 8311.5.8
� Stairway Protection (enclosed accessible space under stau-s shall be covered with 112" drywalls R311.2.2
�
Guardrails complying with 8312 HandrVads complying with 8311.5.6
v/ Smoke Alarms beach bedroom and camrnon area and one on each level} {R 313)
L. Energy
Homes with glazing _< 15% of gross area of ext. walls (Townhouses �< 25/) to compiy wl
*Otherwise shall meet requirements o. f IECC far respective hitilding type. N1101.2
Vapor retarder on warm in winter side of tivalls, ceiling and floors R318
*Water Heater heat traps CC 504.7
Duct sealing and insidation N1103,1'3&4 or IECCI'503-33.3, 5033.3.4.3
✓ Plans match quantities & values on a "passing" REScheck compliance report
M. Mechanical
Gas appliances not in be-drooms, bathrooms, toilet rooms, or storage closets
Room access 24" rnvn width/Attic access dear openul
G2406.2
Chapter 1 1.
g 20x30/Under floor no. 22x30. M130:)
f'
Potential venflconnector offset > 75% of total. height (Exception prod
ded by G2428) G2427.6.4
Diryer Vent length 25' max w/ 8' transition (-5' per 90 deg turns) M1501.3
bas of deliver and maf
enal used to determine pipe sizing.- G2413