HomeMy WebLinkAboutCHECKLIST - 06-00015 - 1049 Arctic Willow Dr - New SFRL
Date:
Project:
Zoning: -
47
RESIDENTIAL PLAN CHECKLIST
(200-3 International Residential Code)
Building Permit dumber
Job Address -,-b
=0
Number of Stories Basement,.* (g) No/ Fin
b-Ors0 Lc.>
Floor Area (sf): t 59k finished, I e>q(O unfinished, garagearae
ValtiatiOn'."$ Z3? P&mit Feoe -$
Fixtures.
P'lan-Ch ck Fee: $
1ne 101-IotivMg comments based on the 2003 edition of the Intemational Residential Code should be resolved
before a building permit is issued. This correction Inst is not a building Permit. The approval of plans and
spec'f �a�ions does not permit the vzolation of any section ofthe Intemational Residential Code or any federal,
state or local regulations.
/V1 UIAL�
PLAN CHECK
A. Plans
✓To Scale �egible
✓Plot Plan=Y /Flood Plain L l 3
✓Floo / Foundation Plan
✓Section showing construction details
N 0 All Building Elevations
2,
_Design Criteria (shall be identified on plans a�85 m.p.h., Snow - 3 S lb. Per sq ft.)
Tniss Calculation Sheets & �loor Joist Details,
—Mechanical Dcsig.1-1
vo�Energy Calculations (R320 & Ch 11 }
B. Zoning (check one - in some cases LDR2 and MDR may apply)
LDR LDR1 Lot area — LDR7 12,000 sq. ft. min. (width 80
(Width6O ft. min.).(LDRl duplex - 10,-000 sq, fi: min.)
ft. min) & LDRI- 8.,000 sq. ft. min
EW
C. Use
op'§ingle Family _Duplex
(LDRI only - Conditional use permit.?
D. Set Backs (taken from eaves)
� Front setback (3 2 ft. from curb)
Note: 60°/fl min of front yard green
'Rear set back (LDR 25 ft. & LDRI 20 ft.)
✓Sides set backs (6" for every ft. of building height with LDR - 7-5'min., & LDRI - 6min.)
woo�Building-height (maximum" 0 ft.}
�. �ootiuigs
�✓' Proper Size has per Table 443.1, use 1500 psf unless soil type is known, Table 401.4.1 for soil bearing)
✓Rebar (2-#4 continuous)
Footing Depth (36" below finished grade and 12" below undisturbed soil; 18" to top of slab —interior)
F. Foundation
�
Foundation walls wl rebar (city ordinance)
12" Anchor Bolts with 2"x 2"x 3/16" square washers (incl. interior bearing wails) R403
-'Fo-Luidatian Drainage (foundations on sift soil shall be designed per 8405)
Damp proofing/Waterproofing to fini., Is
00il
h grade. R406-1 (fnd. extends 6" min above grade 8404.1.6)
� A Crawl space access of 18" x 24" min. R4083 (may dif
p Cra
Fer if meth appliance 'I's in crawl space M 1305.1.4)
wl Space Ventilation/Insulation =1 sf vent per 150 sf.(with x�oistUre barrier T sf.
within 3' of each comer (insulate walls vent to inside of home) R40$.2
Grading slope away from house. R4013
G. Frame
✓Seismic Hold Downs and Braced Wall Panels (8602.10)
Floors joists sized as per R5-UZ.3a Wood I joists sized per manufr.
�o"'sts.Under Load Beafing Partitions shall be doubled. R502A
�Cri.rders sued per R502-5 or per.. manufr. Tables for engineered products
�A- Cantilevers(comply with R502.3.3 or manufr instruction)
er 1500.sq.-&'��ft..) and
A
r
Floor Sheathing (3 /4" min for joists 2 4" o & 5/8" for joists 16" oc) 8503.1
Wall (bearing and nonbearing) stud sizes, height &spacing per Table 602.3(5) R6023
Headers in Searing Wall shall be designed as per Tables 502.5(1&2) 8602.7
�Roaf Trusses (desip,ned according to R8 02. 10. 1) 35 9, Snow and 9 0 mph winds (Lo cal Con ditions)
Rafter and Trass tie -downs. (R802.10.5)
Attic Access 22" x 3 0" mom. c�pen�ng (R807)
H. Exterior Covering
Masonry and stucco shall have weather resistive barrier over exterior shea
I. Roof Covcn*ng and Ventilation
Roof Ventilation as per R806
thing 8703.2 & 703.9.1
✓sphalt Shingles (slope>2:12) w/ ice protection. (Other type: to comply w/ R9050�
J. Firewalls
GaragefHouse drywall separation (protect ext. walls; & beams supporting habitable space) R309.2
ve-OD"oor from Garage to House (1 3/8 " solid wood or steel door, or ZQ xnin. fire -rated dooi) R309.1
t3A Two Farnily L�+telhang Separation (I hr fire separation) Sunporting structure also gated. R317.1
.pr Twin homes c� Townhotises 2 hr se oration & 4' ov�rburn ratectxor� orparapet).� p pR317.2
[�li -One hr vvalls parallel to and witun 3 ft of property line STI N4 o erfin s. 83 42
d Penetrations in previous 3 items to comply with 8317.3
I�
K. Gener
House
al Requirements
ers 8321
Numb
�Half Openable 3sf window or Mech. Ventilation in bathrooms,, water closets, and Similar rooms. 8343.3
we""InterrQr and exterior stair ifluminatio-n shad comply with R-303-6.
�Bathroom Fixture clearances comply with Figure R307.2
�ne rocarn au ieasi izv sr,; Vtrier liabntable rooms "/U sL min w/ a nein. dimension of 7 1 R304
'�areas w1 sloped,ceilings fess than 5 ft in, height & furred ceilings less than' 7 ft' D'O" NOTC''Omply
*SU% or more of the required area must be at least 7f� high in rooms wislaped ceiling
1
� Egress clearance from window wells under cantilevered floors. R310-2
v"*"G1azing at Hazardous Locations 8348
'Emergency Egress in all sleeping rooms and basements wig habitable space R310
�Oiae required Exit Door shall comply with 8311.4
v�Landings at tap and bottom of stairways R311.5.4,, and each side of each exterior door. 8311.4.3
Stair Rise I Run (7 3 /4" max.. rise & 10 " mom.. tread., nosing req' d if X 11 ") Stair Width X3 6" min),
Stairway Headroom (6' S" min..) Handrails (34"to 3$" above stair nosing)
(R311.5)
N' th, Special conditions for circular, s iral and vvincier stairways and bulkhead enclosures 1311.5.5
w""" Stairway Protection (enclosed accessible space under stairs shall be covered with 1/2" drywall) 8311.2.2
� Guardrails complying with 8312 �Handrails complying with R311.5.6
VOO/Smoke Alarms (each bedroom and. common area and one on eaehleve) (R 313)
L. energy
-fHomes with glazing e 15% of gross area of ext. walls (Townhouses < 25%) is comply wl Chapter 11.
Othenvise shall meet requirements o. f -[ECCfar respective building type. N114 1.2
Vapor retarder an warm in winter side of walls, ceiling and floors 8318
Z-X,mater Heater heat traps IECG 504.E
04
Duct sealing and insulation.'NI103,3&4 or IECC 503.3.3.3, 503.3.3.4.3
,,Plans match quantifies & values on a "passing" REScheck compliance report
M. Mechanical
Gas appliances not in bedrooms, bathrooms., toilet rooms, or storage closets G2406.2
"Room access 24" min widtIv'Attic access clear opining 20x3O/Under floor r.o. 22x30. M1305
� Potential venticonnectgr offset ? 75% of total height (Exception provided by G2428) G2427.6.4
/'O�Dryer Vint length 2 5' max wl S' transition (-5' per 9 0 deg tuns) MI 5013
/Gray "point of delivery' and material used to detennine pipe sizing. G2413
I
Date.-
Project:
IW
FRAMING/MECH. CHECKLIS-T
JobAddress: )ne;/<P/
Building Permit Number-,
The following comments based on the 20Q3 edition of the Intemational Residential Code should be
resolved before an occupancy permit is issued. This correction dist 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, state or local regulations.
Exterior
C-Concrete
Slabs (3 1/2 " min. thickness & 411 gravel base min.) R506.1
Z_.Braced
Wall Panels (sheathing) (nail or staple - 611 o. c. at edges & 12" o. c. in field) Table 602.3(1)
Adequate uplift control at floor line (sheathing split an plate or 1 Y2X 36" straps 4' o. c. mudsill to studs)
r_jSeismic hold-downs at garage panels <4' wide MAPA narrow panel design if X2'8")y hold-downs mush be on
double stud or 3X with all nail holes -filled. R602.116w� --
Foundation waterproofing to finish grad-eR406.1
"'Crawl space ventilation lsf per 150sf {w/ vapor barrie'r-Isf per 1500s�:within 3,' of corner R408:1-2
Cri Ple Walls {aver 4' sized as 2 story, under 14" must be solidly sheathed one side} R602.9
Mud Sill (bolts in proper location, nuts tightened, 2"x2"x3I16"washers(conditional), treated or
9
redwood, joints blocked or under studs of wall and gaps grouped or shimmed) R403.1.6.1 1 R60211.1
Frame
;000
Floor Sheathing and nailing Typ. 314" T&G - G" on edges & 12" in field {perpendicular to joist }
�Joisf Spacing and Size(asperplans)
Bearing (1-112" min) & Lain (3" min. where joists lap over wall or beam)
6,/Notching (depth -1/6 max., length -1/3 depth max., not in middle 1/3, ends- 114 depth max.) TJI-NO
�r
Barging {113 "d" max, 72" of tap or bottom or another hole or notch) TJI see chat
Cantilevers- I reinforceme span and spacing as per plans.
,{ Joisfs Under Load Bearing Partitions (shall be doubled as per Section X02.3.3, if plumbing spare needed,
the joists shall be blacked 4' o. c.)
Girders and Beams (as per plans, nailed or mechanically connected to frame and proper bearing)
f)\
16A2 -Joist Hangers (check locat'lon & nailed properly)
Drift Stop (required for over 1000 sq ft. of unusable space at floorIce'lling)
Basement Walls (pressure treaded or redwood sill plate properly fastened to slab}
If
1
Stair Opening {as per plan & properly supported withhangers or walls}
Stairs (check rise- 7 3/4" max., run- 10" min., rrarr.- 3i8" max, width -3' min.
Wall Layout has per plans)
-
/Interior Wall Stud Spacing (load bearing is same as exterior), 24" a.c. max.}
Bering Wall Window and Door pleaders Nailing (edge lends)
& head room- 6'-S"}
Exterior Bearing Wall Stud Spacing - walls carrying roof load, only; 2x4-1611 v.c. 12'max
2x4-24" o.c. 10'max, 2x6-16 a.c. 18'ma 16max, one floor & roof. - 2A 16" o.c.
1 0'max., two floors & ro0f' 2x4-12" max 10' 602.3.2.(1-3)) .
Double Top Plate {points lapped min. 2'} or Single Tap Plate (bearing rrvlin 1" & adequately tied at joints by
3 x steel plates w1 6 8d on nails each side)' R602,12
/Stud NotchingL(bearing 25°/a max.) Boring 40°/o max, 5/8I ruin. to edges {6a% if doubled)
./FF'Blocking �rv+�f space line at wall, concealed spaces &.at studs over 10')-
re
0.1w./Firewalls (between duplexes & garage/home) , firewall penetrations - exec. boxes- rated,
26 gauge & not open to garage, door --20 minute rated min.
Roof
Truss details (35# snow load and 90 mph winds) See Truss details
Rood Trusses (spaced and braced as per manufacturer)
after and Truss ,Tie -Downs a an ers �
Rafters Latera[ Support (block of bearing when exceeding 5 to 1 rule (2xl 2)
- Roof Sheathing: Nailing ("H„ clips w1 7116"), edges -6" o.c., field -12" a.c.
/-Attic Access (provide 22"' x 3Q" min. access where clear height > 3D")
ducts —
Roof Ventilation (standard 1115D or 11300 if 50 - 80% is 3' above eves)
� Mechanical
(Rough Plumbinginsp. Done? )
_M2nuf�efuN�r's inst�ll�tie� i�s4Nu�tiaw� ��� w��Ii the appliance (IRS 40G.�.2IM4�07.4)
Equipment gas shutoff valvesin 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)
/Duct Supports and sealed metal - < 101 spacing & Flexible -- c 4' max — (2" sag in 4)
�= Cloths Dryer Ducts (solid metal ducts, no screws extending into duct & vend directly to outside)
Duct insulation (insulation in non -conditioned Space)
W�
/Room access 24" min width /Attic access clear opening 20x3O min (Under floor is 22x30)(IMG Safi}
%/'Pressure Regulators (access,
J.d W—
Sam
vented, tee fitting each side) (IFGC 470)
iM - & 11M �
-MAII
Metallic gas pipe fiends are smooth & free from buckling, cracks, or other damage (IFGC 405.2)
Pressure Test.-
Gas
Pipe Material: CSST
psi min duration
Sch40 IMP
Branch Lines: Length To POD
ft ft
ft ft
ft ft
ft ft
ft ft
ft ft
ft ft
Copper
Diameter
lb pressure drop
Main Lire ft Diameter
Appliance/BTU's (if known)
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