HomeMy WebLinkAboutCHECKLISTS - 04-00147 - 940 Vista Ave - New SFRins
Project: M r f e5
Job Address: y'zlc
Building Permit Number
Zoning: z,,F,>;FnD
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Number of Stories: / ,F�R ��
Floor Area: /S3Z
Descripboono-
Valuati"On :-
Permit Fee,
Plan Check Fee:
The following commends based on the 2000 edition of the Intemational Residential Code should be resolved
before a building permit is issued. This correction dist is not a building permit.
specif cations dues not permit the violat'on of any section of the !
state or local regulations.
ntemational Res
The approval of plans and
idential bode or any federal,
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A. Plans
vo�To Scale
Plot Plan
04-
/Legible
Y /Plood Plain
�Floor / Foundation Pian
detailssstection �hou�ng construction
/""All Building Elevations
/Design Cri'teria (shall be identified on pians as Wind - 85 m,p.h., Snow -- 35 lb. Per sq ft.)
Truss Calculation Sheets
loor Joist Details
/00�Energy
Calculations (R320 & Ch 11)
ne - in some cases LDR2 and MDR
L _Lot area —
width60 ft. min.).(LDRl duplex
C. Use
,Single Family
may apply)
LDR- 12,000 sq, ft. min. (width 80 ft. min) & LDRI. 8,000 sq. ft. min
- 10,000 sq. ft. min.)
Duplex (LDR I only - Conditional use permit?
D. et Backs(taken from eaves)
Frani set back X3 2 ft. fro rri curb}
Note: 60% min of frontyard� een
//R -Rear set back (LDR 25 ft. & LDRI 20 ft.)
L,
Sides set backs (6" for every ft. of building height with LDR - 7.5'min.t, & LDRI - 6'MI"n4)
Building -H eight
(maximum 3 0 ft.)
E. Footings
roper Size has per Table 403'. 1. 1
� Rebar (24 4 continuous
use 1500 psf unless soil type is known, Table 401.4.1 for soil bearing}
Girder Support Footings (size as per Table 502.3.4(2))
,/ Footing Depth (36" below finished grade)
F. Fundation
Foundation walls wl xebar (city ordinance)
/-r aunda�ian Drainage foundations on sift soil. shad be des',o,,nedper Section R405)
;
Waterproofina has per section R406)
Crawl Space
within .3'
Ventilation/InsulatiOn =I sq. Vit. per 150 sf f'wlth moisture barrier 1 sf.
of each corner (insulate wally no vents re
V
/Seismic Hold Dawns and Braced Wall Panels (R602.10
/ Ci�rading (all yards shall slope away from house)
,Window delis clear horizontal and vertical dimensions of 24" min.} (ordinance)
EQ
G. F ame
Braced Walls (R602)
r
1
Floors (check load bearing capacity of j assts as perCh 5)
Joists Under Load Bearing Partitions (shall be doubled as per Ch 5)
Girders (Ch 5)
er 1500 s
ft.)
/01'�Cantl"levers (check fog blockin& reinf�xcement, s ap c�ng, and span an drawings) (manuf Inst instr)
Moor Sheathing (Ch 5)
✓Exterior Wall (Ch 6)
/./"Load Bearing Walls (Ch 6)
Bearing Wall Window and Door Headers (design as per Tables 602.7.2) (Ch 6)
/Fire Blocking (as per Section 6Q2.8) (R321)
Ooe�ioof Trusses (desigged according to Section 802.9 and braced as per manufacU.rer) 35 # Snow and
85mph winds (Local Conditions)
Rafter and Truss Hold -Downs (designed according to Section 8 02. -10 or truss manufacturer) (R802)
Ar
..�' Roof Sheath- ing (as per Section 803) (R503)
ttic Access (provide 22"° X 30f' min. access where attic clear height exceeds 30")(R806)
a
H. Exterior Cove -
ng
Brick or Stone Veneer
I. 0of Covering and Ventila�on
Roof Ventilation has per -R806)
Asphalt Shingles Slate Shingles, Metal, flay, Tile or
J. Firewalls
Garage (a one-hour fire -resistive separation bet�veen garage &house} (R321)
I�oar from Garage to House ( 1
(R321)
Wood, Wood Shakes
3/40 solid wood, exterior metal or 20 min. rated fire door required)
e--
Two Family Dwelling Separation (I hr.. firewall)(R321)
neral Requirements
House Numbers (R325)
/Light and Ventilationdeskp as per Section, R303)
,Minimum Room. Areas bane arQom at least
rooms dimen. of 7 ft) (R304)
120 sf . other habitable rooms min. of 70 sf, min habitable
1�V�ndows at Hazardous Locations w/in 24" of side hinged door frame (R308)
/./")Window Egress (R3 1 0)
.�xj't Door (one exit door must be 36" amide
i ) ( Section R3 1 1)
4
Landings (a min- 31 x 3' landing required at each side of egress doors with tbu-esholds not more tha
1 1/2" higher than landing)(R311)at bottom of s - N n+top90airs- q if doorD/N swing over
stairs) (R311)
Stair Rise / Run (7 3/41T max.
rise & 10 rnin. tread) taxr width(36 rmn) Stair -way Head
room
(61 8" main.} 4andralls (34"ta 38" above stair nosing)(1i311)
/100 Stalxw
ay Protection (enclosed accessible space under stairs shall be covered With 1/2" dryvvall} 11}
ZGivardrails/Handrails (36" height, mandatory at 30" dro or 4 or more ri ers an It sphere
P d 4.max. )(R31 6)
moke De ectojrs each bedroom and common area and one on each level) (R 317)
L. Energy
percentage of glazing to wall area (Type A-1 15% max or use IDECC Tables 502.2.4(x)
Vapor retarder on warm in winter side of walls,, ceiling and floors cc 5a2.1.1
Water Heater heat traps CC 504.7
/Duct
sealing and insulation. IRC 1103.3
./ Plans match R and U values on Energy Calc's-
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8 - /"� - C)q
Project: Ma{ -4
FRAMING/MECH. CHECKLIST
Job Address: qyo
Building Permit Number: Oq c)o1q7
The following comments based on the 200:0 edition of the Intemational Residential Code should be
resoled before an occupancy permitis issued. This correction list is not a building permit. The approval
of plans and Specifications does not permit the violation at any section o� the Intemational Residential
Co -de or anr� federal_ statP nr fnr�ai r��,� �la���,�,�
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Exterior
Concrete Slabs (3 1/2 " min. thickness & 4" gravel base
gmin,}
/Braced Wail Panels(sheathing) (nail or staple - 6" o. c. at edges & 12A o. c. in field}
�A�equate uplift control at floor lire (sheathings �i� on late or 1 j/z X 3+�" sera s 4 ' o. c. mudsi�l to P P p studs}
,. wt r�
'r.C: hold-downs at garage corners <4` wide (alternate braced walk aneis 24min - pane sides
hold downs must be on double stud or 3X with all nail holes filled)
Foundation
Water -proofing
Crawl space ventilation 1 sf per 150sf awl vapor barrier 1 sf per 1500sf) within 3' of carne
_Z6rippie Walls (over 4' sized as 2 story, under 14" must be solidly sheathed one side
.� Mud Siff (bolts in proper location, nuts tightened, 231 x2"x3I1 6" washers, pressure treaded or redwood, joints
blocked or under suds at wail and gaps grouted or shimmed}:-eFra
ZrRoor Sheathing andTyp..nailing 314t T&G _ 6"
on edges & 12" in fields perpendicular to joist)
/000"O'Joist Spacing and Size (as per plans).
/,Bearing (1-112" min.) & Lapping (3'" min,
//Notching
where joists lap over wall or beam)
Wept- i itD max., len in- i/ depin moxa, not
in it 1/3,
(1/3 "d" max, >2"
1144 depth max.) ill -AVO
of top or bottom or another dale or notch} Till see chart
zocantllevers- Blacking, reinforcement, qpan ands acro as per plans.
Joists Under Load Bearing Partitions {shall be doubled as per Section 5D2.3.3, if plumbing space needed,
the joists shall be blacked 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 Shop (required for over 1400 sq ft. of unusable sace at floor/cefling}
i Basement Walls(pressure treated or redwood siil platy properly fastened to slab)
Mair Opening (as per plan & properly supported with hangers or waifs)
Stairs (check rise- 73/411 max., run- 10" min., vari.- 318" max, width -3` min. & headroom- 64-811)
Wall Layout has per pians)
Zinterl'or Wali Stud Spacing loadbearing { i s same as exterior}, o.c. max.)
Bearing Wail Window and door Headers Nallinq hedge lends)
Exterior Bearing Wal! Stud Spacing - walls carEypqof load onl :2x4-1611 o.c. 12'max
2x4-'24" o.c. 10' max,- 2x6-1 6" o.c. 1 8' max,- 2x6-24" o. c. 16' max, ons f I oor & rvaf: - 2x4
O'm ax. , two
fioors & roof; 2x4-12 11 max 10' 602.3.2.(1-3))
/ Double Tip Plage points lapped min. fit}
2�
Single Tap Plate (direct bearing & adequately tied at joints with steel plates)
Stud Notching (bearing 25% max.) Boring 40% max, 5/8" min. to edges (6040 if doubled)
�o�+ -Fire Blacking (roof space line at wall, concealed spaces & at studs over 10')
16 II O.C.
Firewalls (between duplexes & garage/home) ,firewall penetrations - elec. boxes- rated, ducts -
26 gauge & not open to garage, 'door —20 minute rated min.
Ro f
Truss details (35# snow load and 85 mph winds) See Truss details
� oof Tresses (spaced and braced as per manufacturer)
Rafter and truss Tie -Downs and hangers
Rafters Lateral Support (block at bearing when exceeding 5 to 1 rule (2x12)
/-Roof Sheathing: Nailing ("H" clips w/ 7/16"), edges -6" o.c., field -1 2" O.C.
Attic Access (provide 22" x 3011 min. access where clear height > 3Q"')
Roof Ventilation standard 1/150 or 1/300 if 50 - 80% is 3' above eases}
Mechanical
ZEquipment gas shutoff valves in same roam AFP exception) and within 6' of appliance (IFGC 409.5)
✓Sediment Traps (if not built into appliance) atjtF urin acd & W.H. G C 40 8.4)
f Duct Supports and sealed metal - < 1 0' spacing & Flexible - c 4' max - (2" sag in 4')
/ Clothes Dryer Ducts (solid metal ducts, no screws extending into duct & vent directly to outside)
Duct insulation (insulation in non -conditioned Space)
� Room access 24" min width 1 Attic access clear opening 20x3O min (Under floor is 22x3O)(IMC 3U6)
Pressure Regulators (access, vented, tee fitting each side) (IFGC 4i4)
o�
�' Gas pipes not in ventilating or circulating air duct (IFG-C 4041)
Metallic gas pipe bends are smooth & free from buckling, crags, or other damage (1FGC 40,5.2)
oto worts ��
9
Date:
Project:
Job Address, i-7 q 0
FINAL INSPECTION CHECKLIST
Building Permit Number: p�{ col y7
The following comments based on the 2000 editi
resolved before an occupaney permit is issued. Thi
on of the Intemational Residential Code should be
s correction list is not a building nermit_ TheqnnrovAl
UI PI&H5ana speclTications goes not permit the violation of any section o
bode or any federal, sate or local regulation.
f the Intemational Residential
3
-12-03
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OUTSIDE
.9 -House Numbers (visible from the street)
ZGrade (yard is sloped away from foundation)
�S�dewalk & Landscape Strip 51 wide (W/ 6' of granular borrow(hill 12}} _-7' LS strip
Front Setback Coverage �+��/� mingreen
Windows - Covers and Screens (shall be releasable or removable from the inside for egress
l
Window wells rain. 24" dear (out and above) well
ba���xteria� Steps (7 314 "max. rise & 10" min. tread)
Stairway Handrails 4 or more risers or over 30" �< 4 „ max. spacing of uprigh�s�
.Guardrails (provide if over 30" above floor/grade & 4" max sphere spacing for uprights)
Landings =36" x 36"' min., (not req. 'at the top of the stair if a door does not swing over stars)
*/.Thresholds 1 112" max. above floor or landing (7 314" max if door does not swinglanding) vv�r
Posts (required to be treated, redwood or cedar if in contact of concrete 1 earth)
ZRcoofing {no apparent leaks, installed proper1y and roofing as per Plans)
>�Masonry as per table 703.7. 1 )
Road Ventilation {as per plans}
INSIDE
Egress �avrs dal[ egress dQars must be able to open from inside without use of keys or fools)
Zwindow Energy can's: match actual window
ZZ fety Giazing provided in all doors, wifh�n �4" ofi char a�-c and below �0", & ire tub enclosure
Bathroorn Ventila
S!n
pian (either operable window or fan that vents directly to outside)
ks, Bathtubs and Showers (check, fo(Eaulkin operation and beaks}
� Stairway Illumination (switch at toy and bottom)
(7 3/4 max. riser, 101"' min. tread,(nosing31�" �o 'f 1f4" wish soird nsers}
-Z, ..
Handrails Cont (3411 to 38", 1 '#12" to wal1, and�'1143) to 2" dna. h� 4t-�an u�ar s a
max� ri ce 6
Guardrails 36" high and continuos, Rev'd 30" or more above grads or floor(, uprights 4" sphere max
spaying, than 1,2r s acs 5" sphere max spacing}
_/00"Garage (Dry walled and taped, firewall penetrations and electrical boxes, door to house 20 min,. rated,
ducts penetrating firewall must be 26 gauge min. & not open to garage)
✓
Egress Windows (clear 20width and 24" height, 5.7 sf min. opening with 44" marc. sill height)
Smoke Detectors din each sleeping room, outside in immediate vicinity and on each story/basement-
split lewels (w/o doors), only an upper floor --all interconnected without a disconnecting switch)
><111�,Foam Plastic (meets requirement of R318)
Water Heater Anchorage ( over 4' with flee water conn_ shall be anchored or strapped to building)
LWater Heater Vent (check air flaw with return in finished basement)
v' /Clothes Dryer Ducts (solid metal ducts, no screws in duct &,ven't directly to outside)
XDuct Supports'(metal ducts supported 10' min spacing & non metal as per' manuf. installation instr.)
duct Insulation (duct in non conditioned ares shill be insulated)
..,/Gas Line Supports s,�. acing 10' far up to 3J4", 12' fo r over 1"and 6` far tubing up to 1 112"