HomeMy WebLinkAboutCHECKLISTS - 05-00402 - 28 Mill Race Rd - New SFRRESIDENTIAL PLAN CHECKLIST
(2003 International Residential Code)
Date:
Building Permit Number*.
Project: 12� fz+-vim JObA, ddress: z�
Zoning.
Z-�Z Number of Stores,iBasement:
E5 �d �V_ 4j 1
- jirlwAor
6S)No / F1*
. Unf Fixtures:
Floor Area (st): Iajq finished, /gel unfinished, B -7 garage
Valuation. $
Permit Fee-, $
Plan Check Fee-, $
The following comments based on the 2x03 edition of the International Residential Code should be resolved
before a building permit is issued. This correction list is not a building permit. The approval of pians and
specifications does not permit the violation of any section of the Intemational Residential Code or any federal,
slate or local regulations.
PLAN CHECK
A. fans
To Scale
�egible
/Plot Plan Y &1ood Plain
�' Floor / Foundation Plan
f-' Section showing construction details
�F.
11 Buildh-wa Elevations
C-0
Design Criteria (shall be identified on plans as Wind - 85 m.p.h., know - 35 lb. Per sq ft.)
Truss Calculation Sheets &to r
o Joist Details
echarucal Design
.//Energy Calculations (R320 & Ch 11)
B. Zoning c eck one -in some cases LDR2 and MDR may apply)
LDR LDRI Lot area— LDR7 12,000 sq. ft. min. (width 80 fiL. min)
(width60 ft. min.).(LDRI duplex - 10,000 sq. ft. min.)
& LDIU 8,000 sq. ft. min
C. Use
� Single Family
Duplex (LDRI only - Conditional use hermit?
D. 5 Backs (taken from eaves)
cont sit back (32 ft. from curb)
ZNote: 60% min of frontyard green
Rear set back (LDR 25 ft. & LDRI 20 ft.)
ides set backs +(f" for every ft. of building height
Building -Height (maximum 30 ft.)
E. Footings
Proper Sipe (as per Table 403. 1,
/Rebar (2-#4 continuous)
't -h LDR - 7.5' min., ;
LDRI - 6min.)
use 1500 psf unless soil type is known, Table 401.x.1 for sOiI bearing)
-Ziooting Depth (36" below finished grade and ].2" below undisturbed sail; 18"' to tap of slab -- interior)
F. Foundation
,,Foundation walls w1 rebax (city ordinance)
IIZ" Anchor Bolts with 2"x 2"x 3/16" square washers (incl. inferior bearing wails) 8403.1.6.1
_071-1—
f`
�Foundation Drainage (foundations on sift sail shall be designed per R405)
XuDampto finish grade. R406.1 (fnd. extends 6" min above grade R404.1.6)
"'Crawl space access of 1 8!� x 24" min.. 8408.3 (may differ if meth appliance is xn crawl space M 1 3 0 5.1.0
Crawl Space
VentilatxonlInsulation =l.
sf vent per
150 sf.
(with moisture barrier
within 3'
of each comer (insulate
walls vent to
inside
of home) R4.08.2
f Grading slope away from house. R401.3
G. Frame
Seismic Hold Downs and Braced -Wall Panels (R602-10)
Floors j oists sized as per R50,2.3, Wood I- outs sized per rnanufr.
/iloists Under Load Bearing Partitions shall be doubled. 8542.4
/Cl
Girders sizedper RS(�2.5 orper manuf�r. Tables for en ineeredproduets
g
-'Cantilevers (comply with R502.3.3 or manufr instruction)
1 s£ per 1500 sq. ft.) and
Floor Sheathing (3/4" min for joists 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
.0,/Headers. in B earing Wali shah be designed as per Tables 5 02.5 I &2) R602.7
= Roof Trusses (designed according to R802.10,I) 35 # Snow and 90 mph winds (Local Condlitions)
Rafter and Truss tie -downs. (R802.10.5)
ttic Access 22" x 3011 min. opening p g
H. xterior Covering
Masonxy and stucco shall have weather resistive barrier over exterior sheathing R703.2 & 7+U3,9.1
I./gfo-.f Covering and Ventilationf Ventilation as per R846
Asphalt Shingles (slope>2:12) w/ ice protection. (Other type: to comply w/ R905...)
P
rewalls
Garage/House drywall separation (protect est.
walls & beams supporting habitable space) .8309.2
moor from eto 1GaraDouse 31$" solid wood o� siee� dooz oar 2[� r�ifire-ratedg� n. door} R309.1
T—Two Famdy Dwelling Separation (1 hr fire separation) supporting structure also rated. R317.1
=— Twin homes & Townhouses (2 hr separation & 4' overbun protection or parapet) R3
��ne hr walls parallel to and within 3 ft of property line wl Na openings. 8302
---'Penetrations in previous 3 items to comply With R317.3
K. General Requirements
/,""House Nw-nbers R321
Z -Half Openable 3sf window or Mech. Ventilationin bathrooms, wader closes, and similar rooms. R303.3
Intexxor and exterior stair zlluminaizon shall comply with R303.6.
Z
Bathroom Fixture clearances comply with Figure R307.2
//One room at least 1 2D sf.; Other habitable roams 70 sf, min w/ a min. dimension of 7 ft. R304
*area,� tivl sloped ceilings less than 5.,ft in height &Jurred ceilings Tess than 7 -ft DCS MOT comply
*50% or more of the required area must be at least 7ft high in rooms w/slop�ed ceiling
Egress clearance from window veils under cantilevered floors. R310.2
Glaring at Hazardous Locations R308
/Eimergency Egress in all sleeping rooms and basements 1XI ith habitable space R31 0
Znone required Exit Door shall comply with x.311.4
Landings at top and bottom of stairways 8311.5.4, and each side of each exterior door, 8311.4.3
.o-
Stair Ri s - /Run (7 314" max. rise & 1D" MI cad, nosing. req'd if X1 1") 'Stair Width (36" min),
-�`
StyairwaHeadroom(68" mxx�.. Handrails 34"t0 38" above star nasin I1.5)
Special conditions for circular, spial and winder stairways and bulkhead enclosures 8311.5.8
.00,0 r stairs shall be co��ered with �12" drywall) 831.1.2,2
Stairway Protection (e�cic�sed accessl�Xe space undo s s
uardrailsG complying with 8312
/fHandrails complying with R311.5.6
Smoke Alarms {each bedroom and co=on area and one on each level} (RR 313)
L. En
Domes with glazing < 15% of gross area of ext. walls (Townhouses c 25%) to comply wl
* Olhenviye shall meet requiremeiits ref IECCfi)r respective b uilding type. N 110 1.2
Vdpor retarder on warm in winter side of walls, ceiling and floors 8318
/* Water Heater heat traps IEC 5+4.7
/Duct sealing and insulation N1103.3&4 or IECC 5033.3.3, 503.33.4.3
Plans match. quantities & values an a "passing" REScheck compliancy report
M. Mechanical
�Gas appliances not in bedrooms, bathrooms, toilet rooms:, or storage closets G2406.2
Chapter 1 1.
�Room access 24" min width/Attic access clear opening 20x3OAJnder floor r,o. 22x34. M1305
Potentiavent/connector offset > 75% of total height (Exception providedl by G2428) G2427.6.4
/Dryer Vent length 25' max w/ 8' transition (-5' per 90 deg tum -s) M1501.3
Gas "point of delivery" and material used to determine pipe sizing. G2413
FRA. MINGIMECH,, CHECKLIST
Date. -
P roj e ct -.
Jab Address.:
Building Permit Number:
The following comments based on the 2Q03 edition of the, Intemational Residential Core should be
resolved before an occupancy permit'is issued. This,correction list is not a building permit. The approVal
of plans and specifications does not permit the violation of any sectionof the International Resid ffa1
Cade or any federal, state or local regulations.
Exterior
Concrete Slabs (3 1f2 "min. thickness, & 4" gra.vel'base min.) R506.1
8raced Wall Panels (sheathing) o� sfa ie - 6" o. c. at ed es & �2" o, c. in field)Table,602.3(l) P 9
4
Adequate uplift control at floor line (sheathing split an plate or 'f Y2X 36" straps 4 o. G. rnudsill to studs)
-- Seismic hold-downs at garage panels E4' wide MAPA narrow panel design if {2'8"}, hold-downsm'ust be on
double stud or 3X with all nail holes tilted. R602.10.4
Foundation waterproofing to finish grad,eR406.1
Crawl space ventilation 1 sf per 150sf awl Vapar barrier I sf per 1500sf) within 3' of corner R408.1-2
Cripple Walls (over 4'sized as 2 story, under '!4" mush be solidly sheathedone side) R602-.9
NIS,
e
Mud Sill (bolts in proper location, nuts fightened, TxTx3/16" washers (conditib hal), pressure treated or
redwood, joints blacked or under studs at wall and gaps grouted or shimmed) R403A.6.1 I R602.1 1.1
F ra e
-�' Floor Sheathing and nailing Typ, 3/4"
Joist Spacing and .Size has per plans)
T&G - 6" on edges & 12" in field (perpendicular to joist }
Bering (1-112"min:) &La rpi`ng. (3" min. where joists lap over wad! or beam}
_Notching (depth -1/6 max., length -1/3 depth max., not in middle 1/3, ends
- 114 depth max.) TJI-140
-h
Boring (113 "d" max, >2" of top or bottom or another hole or notch) TJI see char
2
Cantilevers- Blocking., reinforcement, soman and spacing as per plans.
k
Joists Under Load Bearing Partitions (shall be doubled as per Section 502.3.3, if plumbing space needed,
the joists shall be blocked 4' o. c.}
Girders and Beams (as 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
'PIP'
Stair Opening has per plan & properly supported with hangers or walls ..
Stairs check risme- 7 314" max., run- 10'.' -min., vari.- 3/8". max, width -3' min. & headroorr�- 6-8")
00 Wall Layout has per plans)
/interior Wall Stud Spacing(load
/!Bearing W211 Window and
bearing is same as exterior), 24" Q.c_ max.)
hoar Headers Nailina hedge lends)
I Exterior Bearing Wall Stud Spacing - wails carrying roof load only; 2x4-16 11 o.c. 12r max
2x4-24" o_c_ 10'max,- 2xE3-� �6" a.c. 18' max,- 2x�-24" a.c: 15' max, one floor &rooLL
f: - 2x4 16" 0. C.
10'max., two floors & rOOfO 2x4-12" max 10' (Fig 602.3.2.(1-3))
Double Top Plate (joints lapped min. 2'} or Single Top Plage (bearing wAn
3" x6'' steed plates w1 6 Sd on nails each side)'Rfi02.3.2
1" & adequately tied.at joints by
Stud Notchin�_{bearing 25%rax.} B_ ring 4�% max, 518" min. to edges �6Q°Io it doubled)
Fire Blocking Graaf space line at wall,
concealed spaces &-at studs over 10')-
Firewalls
(between duplexes & garage/home) , firewall penetrations - elec.
26 gauge & not open to garage, door —20 minute raked min.
Roof
Truss details (35# snow load and 90 mph winds) See truss details
Roof Trusses (spaced and braced as per manufacturer}
Rafter and Truss Tie -Downs and hangers
Raters Lateral- Support (block at bearing when exceeding 5 to 'i rule (2x12)
s/Rood Sheathing: Nailing �"N" clips wf 7/16"'), edges -6" o.c., Meld -1 2" O.C.
�.. Attic Access (provide 22" x 30"' min. access where clear height > 30"}
boxes- rated T ducts
M
w
_ Raaf Ventilation (standard 71150 or 1/300 if 50 - 8D% is 3' above eaves)
�4✓L•
Mechanical (Rough Plumbing Insp. Done? )
Manufacturer's
_ installation instructions are with the appliance (IRC 106.1.2/M1307.1)
Equipment gas shutoff salves in same room AFP exceptian) and within 6' of appliance (IFGC 409.5)
_Sediment Traps (if not built into appliance) at Furnace & W.H. (IFGC 408.4)
uct Supports and sealed metal - � 10'spacing &FlexMe — < 4' max �- (2" sag in 4')
Clothes Dryer Ducie (solid metal ducts, no screws extending into duct & gent directly to outside)
Duch insulation (insulation in non -conditioned Space)
Room access 24" min width I Attic access clear opening 20x3O min (Under floor is 22x3O)(IMC 3a6)
J- Pressure Regulators (access, vented, tee fitting each side) (IFGC 410)
-r'
Gas' pipes not in ventilating or circulating air dint (IFGC 404.1)
Metallic gas pipe bends are smooth & free from buckling, cracks, or other damage (IFGC 405.2)
Pressure Test-,
Gay Pipe Material:
Branch Lines: Length
CSST
ft
ft
ft
ft
ft
ft
ft
.2
psi
Sch40 MP
To POD
ft
ft
ft
ft
ft
ft
ft
min duration
Capper
Diameter
lb pressure drop
Main Line ft Diameter
Appliance/BTU's (if known)
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