HomeMy WebLinkAboutCHECKLISTS - 05-00170 - 920 Vista Ave - New SFRFINAL INSPECTION CHECKLIST
Date: -
Project: �lt,
Job Address: n,� V /Zpc-
r
Building Permit Number:
04��- t:c)
The following comments based an the 200Q edition of the International Residential Code should be
resolved befo-re an occupancy permit is issued. This correction list is not a building permit. The approval
of plans and specifica#ions does not permit the violation of any section of the Intemational Residential
Code or any federal, state or local regulation.
OUTSIDE
House Numbers (visible from the.street)
-ZCG- rade
(yard is sloped away from foundation)
Sidewalk & Landscape Strip 5' wide (W/'6 of granular barrow (Ni12 --7' LS.strip
r From Setback Coverage 60%'min green
- Gav�rs and ScreensWindows sha1! be releasable or removable from the inside for egress
---�indow Wells min. 24" dear (out and above) v+veff -
Exterio,r Steps {7 3I4 "max. rise & 1 O'" min. Tread}
n:!'StairwayHandrails30" 4 or rnvr�e risers or over (<4"max. spicing of uprights)
guardrails(provide iffloor/grade��older 30 above & 4 max sphere spacing for uprightsZL}
andings X36" x 36" min., knot re_ at the topof the stair if a door does not swing over stars)
Threshv[ds 1 '[!2 " max. above floor or landing (7 3l4" max if door dies nod swing over landing)
///Posts (required to be treated,, redwood or cedar if in contact of concrete 1 earth)
_�Rvvfing env apparent leaks, installed properly and roofing as per plans)
Masonryr (lintels as per table 7n3.7. 1 )
,/Roof Ventilation (as per plans)
INSIDE
-Egress Doors (al! egress doors must be able to open from inside without use of keys or gaols)
iWindaw Energy'calc's: match actual window
Safety Glazing provided in all doors, within 24" of char arc and below 60", & in tub enclosure
Bathroom Ventilation (either operable window or fan that gents directly to outside}
�' Sinks, Bathtubs and Showers (check for caulking, operation and leaks)
Stairway 11110mination (switch at top and bottom)
//,Stairs (? 314 max. riser, 10"' min. dread, nosing 3/Q-" to 1 114f' with solid risers}
MMMMMMMMPF�
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Handrails Cont X34" to 38", � 1/2'" to wall, and grip � 1I4" to 2" dna. u r- q ig-ht � 4"Arian ular spa ce 6max
Guardrails 36" high and continuous, Req'd 3D" or more above grade or floor(, uprights 4 " sphere max
spacing, triarigular space 6" sphere max spacing)
//Garage Dry walled and taped, firewall penetrations and electrical boxes, door to house 20 min. rated,
ducts penetrating firewall mush be 26 gauge min. & not open to garage}
Zrens Windows (clear 2D" width and,24" height, 5.7 sf min. opening with 44" max. sill height}
zlo�
mok� Detectors din each sleeping room, out in.immediate vicinity and on each story/basement-
Smoke
lit levels. (w/o doors), only on upper floor --all interconnected without a disconnecting switch)
Foam Plastic (meets requirement of R318)
Water Heater Anchorage (gas over 4' with flex water conn_ shad be anchored or strapped to building)
,Water Heater Vent (check air flow with return in finished basement)
Clvthes Dryer Ducts solid metal ducts, no screws in duct & vent directly to outside)
Duct Supports Imetal ducts supported 10' rein spacing & non metal as per manuf. installation instr.)
Duct Insulation (duct in non conditioned arias shall be insulated)
Gas Line Supports spacina 10, for up t0 3l4", 12'for over 1"and 6'for tubing up to 11lZ"
00
FRAMING/MECH. CHECKLIST
Project:
JobAddress-
Building
Permit Number:
the following comments based on the 2003 edition of the Intemrational Residential Code 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 In�err�ational Res.den�ial
Cede or any federal, state or soca! regulations.
Exterior
,,".Concrete Slabs {3 1l2 "min. thickness & 4"' gravel base min.) R506.1
_r'C'
11 aced Wall Panels (sheathing) (nail or staple - 6" o. c. at edges & 12" o. c. in field) Table 602.3(7 )
dequate uplift control at floor lire (sheathing split on plate or '! Y2X 36" straps 4' o. c. mudsill to studs)
'Seismic hold-downs at garage panels �4' wide PA narrow
dou ble stud or 3X with all nail holes filled. R602k.11 OA
f
Foundation vuaterprpo
•�
fing to finish gradeR406.1
paned design if X2'8"), hold downs mine an
C rav�l space ventilation 1 sf per I 50sf (w/ vapor barrier 1 sf per 1 500so with in 3' of corner R408.1-2
Cripple Walls(over 4'sized as � sto !�ry, under 14 must be solidly sheathed one side) R602.9
`r
.F Txx3/16"
IfMud SilI (balts in proper iacation, nuts tightened, 2
washers (condlffional),- pressure treated or
redwood , joints blocked or under studs of wall and daps grouted or shimmed) R403.1.6.1 C R602ullol
Frame
Floor Sheathing and nailing Typ. 314
/00
Joist Spacing and Size(�is per plans)
T&G - 611 on edges & 12" in field (perpendicular to Joist )
ZBearing (1-1/21f min-) & Lapginq (3" miry, where joists iap overvrra[I or beam}
otching (depth -1/6 max., length -1/3 depth max., not in middle 1/3, ends- 1/4 depth max.) TJI=NO
Boring =113 "d" max, >2" of fop or bottom or another hale or notch} TJI gee chart
�R""Cantilevers- Bloc reinforcem span and spacinq. as per plans.
Joists Under Load Bearing Partitions (shall be doubled as per Section 502.3.3, if plumbing space needed,
the joists shall be blocked 4' a. c.)
Girders and Beams has per plans, nailed or mechanically connected to frame and proper bearing}
ZJoist Hangers (check location & nailed properly)
Draft Step (required for over 1000 sq ft.. of unusable space at floor/ceiling)
Basement Walls �pressur� treated or redwood sill plate properly fastened tO slab)
Star Opening has per plan & properly supported with hangers or walls)
Stairs (check rise 7 3/411 max., run- 10" min., vari.- 318" max, width -31 min. & headroom- 6'-8'")
Wall Layout has per plans)
Interior Wall Stud Spacing (load bearing is same as exterior), 2411 o.c. max.}
//bearing Wall Window and Door Headers Nailing (edge lends)
Exterior Bearing Wall Stud Spa
cine - walls ca
int roof load only 2x4-16 11 o.c. 12'max
-2 . . 10' mai - 2x6^ " . . ' x - 2x6-2 " �.c,.
16' rnax, one floor & roof:
10'max., two floors &roo 2x4-12" max 10' (Fig 602.3.2.(1-3))
- 2x4 16" o.c.
Double Top Plate6oints lapped Pin. Z'} ar Single Tvp Plate bearing wlin 1" &adequately tied atpoints by
3" x6" steel plates w1 6 8d on nails each side} R602.3.2
.4/14
'Stud Notchi (bearing 25°/o max.) BoriDq 40% maxi 518" min.. to edges (60% if doubled)
/Fire Blacking (roof space line at wail, concealed spaces & at studs over 10')
Firewalls (between duplexes & garage/home) , firewall penetrations - elec.
26 gauge & not open to garage, door --20 minute rated min.
Roof
,Truss details (35# snow load and 90 mph winds) See truss details
/Roof Trusses (spaced and braced as per manufacturer)
boxes- rated, ducts &=-
Rafter and Truss Tie -Downs and hangers
Zafters Laterad Support {block at bearing when exceeding 5 to I rule (2x1 2)
Roof Sheathing: Nailing ("H„ clips wl 7/16 edges -6" o.c., field -'l 2" o.c.
Attic Access (provide 22" x 30" min. access where clear height > 30")
-i___
--/-,,.Roof Ventilation (standard 1/150 or 1/300 if 50 - 80% is 3' above -eaves)
Mechanical (RoushPlumhinn Iflnna
Manufacturer's installation instructions ars with the app]iance (IRC 106olv2/M111307A)
equipment gas shutoff valves in same room (FIR exception) and within 6' of appliance (IFGC 409.6)
Sediment Traps cif not built into appliance) at Furnace & W.H. (IFGC 408A)
.ZDuct Supports and sealed metal - < 1 O'spacing & Flexible — { 4' max — (2'J sag in 4'}
Ir�othes Dryer �u��s(solid� metal ducts, no screws extending roto duct & Genf directly to outside)
Duct insulation (insulation in non -conditioned Space)
A
Room access �4" min width 1 Attic access clear opening 20x3O min (Under flQar as 22x3Q}�iMC 30RI
Pressure Regulators accPss, ventede fitting eacside) (IFGC 410)
XG@s pipes rant in ventilat�n yr circulating air duct
� g (111
FGC 404.1)
1Vletallic gas pipe bends are smooth & free from buckling, cracks, or other damage (IFGC 405-2)
Pressure Test:
Gas pipe Material:
,A
psi miry duration
CSST.1'IN (Sch4Q MP Conner
Branch Lines,." Length To PDD
ft
ft
ft
ft
ft
ft
ft
FM
ft
ft
ft
ft
ft
Diameter
Ib pressure drop
Main Line ft Diameter
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Appliance/BTU's (if known)
1-16
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RESIDENTIAL PLAN CHECKLIST
(2003 International Residential Code)
Date: _(- 2, os
Project.0
ru
Zoning: Lzp,
Floor Area �st),
Building Permit Number*. 4o6p co / -7 o
Job Address:
5'Zo lli�
f�
Number of Stories,., q -5P Basement e No l Fin. nfn. Fixtures: /
i
finished, � �Z unfimshed, 73�V
Valuation: $ �/I8 permit Fee-, $ /6'Py3 3 S
garage
Pian check Fee:
The following comments based on the 2003 edition of the Intemational Residential Code should be resolved
before a building permit is issued. This correction dist is not a building permit. The approval of plans and
Specifications does not pennit the violation of any section of the Intemational Residential Code or any federal,,
state or local regulations.
PLAN CHECK
A. Plans
ooeTo Scale
Plan
Legible
YloodflainN
0
.Floor I lFoundation Plan
/eOSect1*vn showing construction
details
All Building Elevations
Design Criteria(shall be identified an plans as
puss Calculation Sheets &
eo Mechanical Design
Wind - 85 m.p.h., Snow - 35 lb. Per sq ft.)
nor Joist Details
XFEnergy Calculations (R320 & Ch 1 1)
B.� ping (check one - in some gs�2aiic�-11�D
f LDR LDRI Lot are — DR- 12,000 sq. ft. i
(width60 ft. min.).(LDRl duplex_- 1-� sq, ft, min.)
1
-' ay apply)
(width 80 ft -t min) & LDR 1- 87000 sq., ft. min
C. Use
angle Family Duplex (LDRI only - Conditional use
D. Set Backs (ta'ken from eaves)
Front sit back (32 ft. from curb)
_Rear set back (L.D.R 25 ft. &Z3
mit*
Note: 6+D% min of front yard green
Sides set backs (6" for every ft. of building height with LDR - 7.51 min., & LDRI - Cmin.)
Buildincy-HeiRht (maximum 34 ft.)
E. Fo ofings
/4Proper
Size (as per Table 403. 1,
use 1500 Psf unless soil type is known, Table 401.4,1. for sail beaxing}
/Rebar (2-#4 continuous)
Footing Depth (3 6" below finished grade and 12" below undisturbed soil; 18" to tap of slab —interior)
K Foundation
_ZFoundation wars wl rebar (city ordinance)
Z112" Anchor Bolts with 2"x 2"x 3/16 square washers (incl. interior bearing walls) 1t403.1.6.1
Zoundation Drainage (foundations on sift soil shall be designed per R405)
.r
I
Damp pro ofinglVV'ate�rproof ng tea finish grade. R406.1 (fnd. extends b" min above grade R404.1.6)
Crawl. space access of 18-) x 24"min. R408.3(may differ �f mech appliance is in crawl space M � 3 0 5.1.4)
/'Crawl Space VentflatiorOnsulation =1 sf vent per 150 sf. (With moisture barrier 1 sf.
within 3' of each corner (insulate walls vent to inside of homed R408.2
Grading slope away from. house. R401.3
G. ]FyAme
Seismic Hold Downs and Braced Mall Panels (R602.10)
loors joists sized as per R50239 Wood I joistis sized per manufr.
Joists Under Load Bearing Partitions shall be doubled. 8502.4
Girders sized per R502.5 or per manufr. Tables for engineered products
. Cantilevers (coniply with R502.33 or manufr instruction)
er 1500 sq. ft.) and
"1
/Floor Sheathing (3/4" min for joists 24"
oc & 5/8" forjoists 16" oc) 85031
/Wall (bearing and nonbearing) stud sizes, height & spacing per Table 602.3(5) R6024.3
/'Headers in Bearing Wall shall be designed as per Tables 5 02. 5 (1 &2) 8602.7
_Z]Roof Trusses (desitmed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
/Rafter and Truss tie -downs. (R802.10.5)
//Attic Access 22" x 3D" min. opening
H. Exterior Covering
/,.Masomy and stucco shall have weather resistive barrier over exterior shea
Z. Roof Covering and Ventilation
/Roof Ventilation as per 8846
Asphalt Shingles (slope>2:12) w/ ice protection. (Other type:
joirewalxs
YcGarage/House drywall separation (protect ext.
thing 8703.2 & 703.9.1
to comply w/ 8905._)
walls & beams supporting habitable space} R309.2
/Door from Garage to Ho�zse(13/8" sol'door.,solid wood or steel or �.Q min. . door) R309.1
Two Family Dwelling Separat�o� �I hr f re sepa�at�or�} Supporting structure also rated. R317A
'win homes & Townhouses (2 hr separation & 4' overburn protection or parapet) R317.2
One hx walls parallel to and within 3 ft of property dine w1 NO openings. R302
Penetrations in previous 3 Mems to comply with R3.17.3
K. General Requirements
House Numbers 8321
zf a1f 'Openable 3sf window or Mech. Ventilation in bathrooms,, water closet, anislrrular raoms. R303.3
Interior and exterior stair illumination
shah comply with 8303,6.
XBathroom Fixture clearances comply with Figure .R307.2
oz room at feast 12a sf.; .�''`C]�he�r habi�abte rooms 7Q s�: min w1 a min. dimenion of 7 fiL.
R304
*areas w/ sloped ceilings less than 5 ft in height &Jurred ceilings fess than 7'ft I�41VOT comply
*SD°fo or more of the required area must be at least 7fr .hig
h in roams w/,sloped ceiling
Egress clearance from window wells under cantilevered floors. R310.2
Glazing at Hazardous Locations R308
// E,arnergency Egress in all sleeping zooms and basements with habitable space R310
,/'One ne required Exit Door shall comply with 8311.4
ZIat top and bottom of stairways 8311.5.4, and each side of each exterior door. R3.11.4.3
/<StairRis f (7 314" max. arise 8� 10" min. tread, nosing req'd if <11"') �`Stair width (36" m m),
01 .Stax�r�zay Headroom (68" min.) ,,Handrails (34"to 3 8" abase stair nosing)(8311.5)if
-'�-5pecial conditions for circular, spiral and winder stairways and bulkhead enclosures 8311.5.$
Stairway Protection �enelosed accessible space under stairs shall be covered with 112" drywall} 8311.2.2
Guardrails complyingwith R312 Handrails complyingwith 831.1.5.6
Smoke Alarms beach bedroom and common area and one on eac-fix Revel) (R 313)
L. Energy
ZIomes with glazing < 15% of grass area of ext. walls (ToNvnhouses < 25%) to comply wl Chapter 11.
*Otherwise shall meet requirements cif IECC fog respective building tyke. N1101.2
/Vapor retarder on warm in winter side of walls, oiling and floors 8318
/"Water Heater heat traps IECC 5{4.7
/Duct sewing and insulation N1 1
03.3&4 or IECC 503.3.3.3, 503.3.3.4.3
/T_ lans match uantities c� valL�es on a "passing" R�Scheck compliance repo
q
M. Mechanical
� � Gas appliances not in bedroom=atb-rooms toilet rooms, or storage closets G2406,2
Room access 24" min WidthlAttic access clear opening 20x3O/Under floor r.o. 22x3O. M1305
Potential vent/connector offset > 75°/a of total height (Exception provided by G2428) G2427AA
25' max w1 8' transition -5'per 9D degturns M15d1.3
Dzyer Ve��t length ( �
Gas "point of delivery'" and material used to determine pipe sizing. G2413