HomeMy WebLinkAboutCHECKLISTS - 04-00165 - 369 Oaktrail Dr - New SFRRESIDENTIAL PLAN CHECKLIST
Project:
Job Address:
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Building Permit Number
Zoning: LD iZ t
Number of Stories:
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Floor Area: /Q
Description: ge..--s,
Valuation:
Permit Fee:
Plan Check Fee:
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The
followlng comments based on the 204J0 ed��ia� of ��.e Intemational Residential Code should be resolved
before a building permit as zssued. This �onrection 11st is not a building permit. The approval ofplans and
speci�catior�s does no�t permit the violation of any sectionof the 1�tert�afiQr�a!ResidentiaI Codea
slate or local regulatrons, y f ederal,
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A. Ions
To Scale
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Plot Plan Y Iood Plain
4� Floor / Foundation Plan
Section sho ng construction details
/All BuiIding Elevatiolls
Design kriteria (shall be identified onplaa�s as Wind - $5 m.p.h., Snow - 35 1b. Per sq ft.)
Truss Calculation Sheets
Floor Joist Details
.Energy Calculations (R320 & Ch 11)
B. Zoning check one - in some cases LDR2 and MDR may apply)
LDR�LDRl Lot area — LDR- 12,000 sq. ft. min. (width 80 ft.. min)
(width6 0 ft. min.). (LDR du Ip ex - 10, 00 0 sq. ft.
C. U se
-ooe'_Single
Family _Duplex (LDRI only - Conditional use
nnt
& LDRI- 5,000 sq. ft. min
D. Set Backs (taken from eaves)
Front set back (32 ft. from curb) Note: 60% M'n 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.)
Building-Height (maximum 30 ft.)
E. Footings
roper Size has per Table 4 03.1. 1,
Rebar (2-#4 continuous)
use 1500 Psf unless sail type is known,, Table 401.4.1 for soil bearing)
Carder Support Footings (size as per Table 502-.3,4(2))
FootingDepth (36" below finished grade)
F. Foundation
ZF-oundatian walls w/ rebar (city ordinance)
Foundation Drainage (foundations on sift soil shall be designed per Section R405)
zA�ierproofing (as per sect�fln R406)
Crawl Space VentilatiotAnsulation =1 sq. ft. per 154 sf. (with moisture barrier
within 3' of each corner �irisul�.te walls no gents re ' d}
0"
Seismic Hold, Downs and Braced Wall Panels (R602.10)
Grading (all yards shall nape away froin house)
%LI
1 sf per 1500 s
q. ft.)
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(Vindow Wells clear horizontal and vertical di.mensions of 24" min.) (ordinance)
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G. Frame
0,
Braced Walls (R602)
ZFFloors (check lead beafing capacity of joists as per Ch 5)
/'Joists under Load Bearing Partitions (shall be doubled as pe,,/r Ch 5}
girders (Ch 5)
Cantilevers (check forblocking,, reinforcement, aac-mg,,-, and span on drawuigs) (manuf imst MOO
/00OFloor Sheathing (Ch 5)
Exterior Wall (Ch 6)
/L oad Bearing Walls (Cb 6)
Bearing Wall Window and Door Headers (design as per Tables 602.7.2) (Cb 6)
/Fire Blocking has per Section 602.8) (R321)
XRoof Tresses (designed accor�.ing �Q Section 8 2.9 and braced as per rrr�anufaciu:rer) 35 # Snow and
851uph vrrinds (Local Conditions)
//Rafter and Truss Hold -Downs (designedaccording to Section 80?. 1 d o� truss manufacturer) (R802)
' Roof Sheathing has per Section 80') (R803)
Attic Access (provide 22" x 30" min_ access where attic clear height exceeds 30")(R806)
H. xteri*ar Coverino,
Sidi` n g
Back or Stare Veneer
I• Roof Covering and Ventilation
//Roof Ventilation (as per -R806)
Asphalt Shingles Slate ShinRles,Metarl, ,T��e or Concrete, Wood, Wood Shakes
J. Firewalls
,e Garage (a ane -hour fire -resistive separation between garage & house) (R321
ooe�Door from Garage to House (13/4" sapid wood exterior
metal or 20 min. rated flare door required)
(R321)
`�u�v Family Dwelling Separation (I fir. firewall)(R.321)
K. General Requirements
/House Numbers (R325)
,Light and Ventilat�on (design as per Section R303)
0/�
Mimmum Roam Areas bane room at feast
rams dime. of 7 ft} (R304).
Windows at Hazardous Locations wlin"
24
Window Egress (83 10)
120 sf., other habitable rooms min. of 70 sf, min habitable
of side h�nge� char frax�e {R34�}
ft
0000lEx%t Door done ex.it door mint be 36" wide) (Section R311)
fxandings a min. Yx 3' landing required at each side of egress doors with
�' tbTesholds nod more than
1 1/2" higher than landing)(R311) at bottom of sus- No req. at dap if doer DIN swing over
stairs} (R311)
eo**Os�tair Rise / Run 7 3/411 ma.�. rise c�
(6' 811 min.) /gan (341"to
min. treaWidth (3611Sta
irway Headroom8" above ,Mair nosffig)(R3'I1)
'000e/stair�rav Prnf��-r-7�n i RYll��L►t�Lsl� nnnann.�i-.�.. ..�..,...-_ ---- 7 _ �
u�tlez STaiFs 5hZl.l be covered W1��1 1/2" diny`,WalI}(R31 1)
CGuardrailslHandrails � 6" he'ght mandato �i
�, ry a� �0 drop or � or more nsers and 4 sphere max. )(R316)
�%Smo�e Detectors(each- bedroam andcor=on area and, one on
/Mec
eaceve
l�(fit 317}
hanical Ventilating Systems (in bathrooms, laundry grooms and similar ro�ms)(R303)
0
L. Energy
ercenta.�e of �lazir�g to wall area (Type A-1-15% max. or use IEC Tables 502.2.4(x)
/Vapor retarder on warm �n winter gide of wal.ls, ceiling and floors CC 502.x.1
/-Water Heater heat traps CC 504.7
.Duct sealing .and insulation IRS 1103.3
/Plans watch R and U v
alues on energy Calc's.
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FINAL INSPECTION _CHECKLIST
Date: �_Z� 6�
Project:
JobAddress. 36. 6e�kl,
Building Permit Number:
The following comments based an the 200n edition of the Intemational Residential Cade 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 section of the Intemational Residential
bode or any federal, sate or local reguiation.
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ZHouse Numbers (vis;�lg f[im��tr��tl
LII l l9
�Y Mrd isIrade�oped away frim foundation}
�J`,-,,,,Sidewalk & landscape Strip5' wide(W1" Gof granufar barrow (hili 12")) --7 L5 strip
Front Setback Coverage 60% min9 reen
Z
Windows - Covers and Screens (shall be releasable or removable from the inside for egress
X_
Window Wells min. 24." clear (out and move) well
ZE.xterjor Steps � 31'4 " max. res� e & 1 oil M i n. tread}
Stairway Handrails 4 or more risers or over 3U" (<4't max. spacing of uprights)
ZG
uard�ails r� '30bfID��_�--��p v�d� �f over ove orlg�ade & 4 marc sphere spacing or uprighs)
Landings (36" x 36" min.,(not re . `ai �i�e to aq � � the stair if a doo� dies no# swing over stairs)
ZThresholds 1 1/T
max. above floor or landing (? 314" max if door does not swing over landing)
Pasts (required to be treated, redwood -or cedar if in contact of concrete 1 earth)
/Roofing ono apparent leeks, installed properly and roofing as per plans)
ZMasonry (lintels as per table 703.7. 1)
ZR(oof Ventilation (a
INSIDE
s per plans)
�Egress Doors {all egress doors must be able to o yen from inside without #haat use of keys or tools}
/1A
w1vEnergy calc s; match actual window
/S;
fe Glazing�y provided an all doors, within of door arc and below fiQ", & in tub enclosure
.��a#hrovm Ventifation(either c� erabie w+ip W or fan khat vents directly to outside)
Sinks, Bathtubs and Showers (check for caulking, operation and beaks)
Stairrvay Illumination (switch at top. and boftom}
Stairs (7 31410 max. riser, 10 IFI min. tread, (nosing 314" to 1 'I14" with solid risers}
s)
Cont (34" t0 38", 1 X12" to wall, and n � X14"411triangular�,9 p to 2 dna. � t � , spa
ce 6 max)
I
/ l 35" hi, h and continuous, Req 'd 30" or more above grade or floor(, upn'gh#s 4" sphere max
iNir
MMM_W�
spacing, tdangular space 6" sphere max spacing}
ZG,arage(Drywailed end taped, firewallpenetrations ani efectrical boxes, door tc� house 20 min. rated,
ducts penetrating firewall must be 26 gauge min_ & nod open to garage}
�gress Windows (clear 20" Width and 24" height, 5.7 sf min. opening with 44" max. sill height)
Smoke Detectors On each sleeping roam, outside in immediate vicinity and on each story/basement-
lit levels (w/o doors), only, on upper floor ---all interconnected without a disconnecting switch}
Foam Plastic (meets requirement of R318)
.Z
Nater Neater Anchorage�c�as over 4with flex water conn. shad be anchored or strapped to building}
/Water Header Vent (check air fives with return in finished basement)
nr."�
/�Cclothes Dryer Ducts (sofid metal ducts, no screws in duct. & vent directly to outside)
/Muct,Supports'(metalPp � 9 ducts supported 1(3' mins spacing & non metal as per rnanuf. installation ins#r.}
/,fDuct Insulation {duck in non conditioned meas shall be insulated}
/GGas Line Supports spacing 10' -for up to 314PI, 12' for over 1" and 6' for tubing up to 1 112"
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FRAMING/MECH. CHECKLIST
Project:
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Job Address: 3�q
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Building Permit Number:
The following c;omments based on the 2000 ediiion o� the Intemational Residential Code should resolved before an accu arc uld be
� y permit is 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 Intemational Reside
Code or any federal, state or local regulations. ntial
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Exterior
'/Concrete Slabs (3 1/2 "min. thickness & 4"
grave! base min.)
Braced Wall Panels(sheathing) {nal! or staple - 6" v, c. at edges & 12" o. c. in field}
LA,dequate uplift control at floor line (sheathing spit on plate or 1 Y2X 36°1 strai?..-Olps 4'o. c. mudsil! to suds}
Seismic hard -downs at garage corners t4wide (alternate braced walk panels 24" min - panel bash sides
.1 hold downs must be on double stud or 3X with all nail holes filled)
Foundation Water -proofing
ventilation
s
Crawl
�
p tion
1 sf per f 50sf (W/ vapor barrier 1 sf per 1500sf) within 3' of corner
� urippee walls hover 4' sized as 2 story, under 1411 must be solidly sheathed one side
�M:
d Sill (bolts in proper location, nuts tightened, TxTx3/16"
blocked or under studs at wall and gaps grouted or shimmed)hers, pressure treated or redwood, joints
Frame
/oFloor Sheathing and Waiting TyP. 3/4" To G - 6" on edges & 12" in field) perpendicular to joist )
ZJoist Spacing and Size (as per plans)
Ari!Ala .Y "_ t n ■ . _ ..
=ucanny 1 i -1/c rnm.) rx Laopinq (3' min. where joists lap over wall or beam)
�otching (Lepth-1/6 max., length -1/3 depth max., not in middle 1/3, ends- 1/4 depth max.) TJI-NO
Boring (1/3 "d" max, >2" of top or bottom or another hole or notchy TJ! see chart
/Cantilevers- Blockinq, reinforcement, s an and spacing
_ _.�as per plans.
fists Under Load Bearing Partitions (shalt be doubled as per Section
� the foists shad be blocked 4' a. c.)
502.3.31 ifi plumbing space needed,
AGirders and Beams(as per plans, nailed or mechanically connected to,frarne and proper bearing}
wle'J'st Hangers (check location &nailedproper�y}
�Draft Stop {required for quer 1000 sq ft. of unusable soar:P at finnrlr-aElin,�
0/0*0*, Basement Wails (pressure treated or redw
Mair opening has per plan & pro - tri Su
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Stairs (check rise -'7 3/411 max., tn-_
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_Weel"all Layout (as per plans)
ood sill plate properly fastened to slab}
ortea w
10" min.,
nth hangers ar walls}
rari,R 3/8'" max, width -3' min. & hearimmm_ go_Q«�
Interior Wall Stud Spacing (load bearing is same as exterior), 2411 a.c. max.)
V
Bearing Wail Window and Door pleaders Nailina fledge /ends)
IFXtPrinr Bearina Wall Stud Spacing - wails carryin
roof load oni2x4-16" v.c. 12'max
2x4-24
11 O.C. 1 ' - 2x6-16 fil
. r 18'maxc 2O.C.
M
16'rnax, one floor & roof: - 2x4 16" a.c.
10'max., two floors & roof: 2x4-72" max 10' (Fig 602.3.2.(1-3))
a'
Double Top Plate aoints lapped min. A'.)
><'O�Single Top Plate (direct bearing & adequately tied at joints with steel plates)
Stud.Notchi(bearing 25%max.) Boron 40°Ia max, 5/811 min. to edges (60% if do.ubled)
Fire Blocking proof space fine at wall, concealed spaces & at studs over 10')
Firewalls (between duplexes &garage/home) ,firewall enetrations - elec. boxes- rated, ducts -�
26 gauge & not open to garageCd-66F-��O_
minute rated min.
Ro f
Truss details (3,5# snow load and $5 mph winds) See truss details
and braced asper manufacturer)
Roof Trusses (spaced
Rafter and Tress die -Downs and hanq.ers
Rafters Lateral Support (block at bearing when exceeding 5 to 1 rule (2xl 2)
/.Roof Sheathing: Nailing ("H" clips w1 7/16"), edges -6" o.c., field -1291 O.C.
Attic Access (provide 22" x 3011 min. access where clear height > 3011)
_,Z
/Roof Ventilation {standard 1 /150 or 1/300 if 50 - 80% is 3' above eaves}
Mechan*ical
F/Equipment
gas 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)
Duct Supports and sewed metal - c 10' spacing &Flexibly — <.4' max — (2" sag in 4')
/Clothes Dryer Ducts (solid metal ducts, no screws extending into duct & vent directly to outside)
/rDuct insulation (insulation in non -conditioned Space)
_1V_
/___�Rloom access 24" min width 1 Attic access clear opening 20x3O min (Under floor is 22x3O)(IMC 306)
Pressure Regulators (access, vented, tie fiffing each side) (IFGC 410)
s� Gas pipes not in ventilating or circulating air duct (IFGC 404.1)
�'Metallic gas pipe bends are smooth & free from buckling, cracks, or other damage OFGC 405.2)
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