HomeMy WebLinkAboutCHECKLIST - 04-00111 - 653 Vale Lane - New SFRRESIDENTIAL PLAN CHECKLIST
Date
Project:
Job Address,aX53
Va/I C Lw� so
Building Permit Number
Zoning:
-�Wwa$Alvrl
Number of Stories:
Floor Area:
Description:
Valuation:
Permit Fee,*
Plan Check Fee:
off{ - 00 I 11
The follo
W1119 comments based on the 2a00 edition of the Intemational Residential Code shoul
before a building permit is issued. This correction list is not a bulldingThe d be reso�ve�d.spec�f�cations does not permit the vic�iativn of ani section of the l�t�em�tional approval of plans and
state or local regulations. l4esrcle�r�tial Code or any federal,
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A. Plans
ZTO Scali
/.plot Plan
�egible
YI Flood Plain
%Floor / Foundation Plan
✓I Section shown canstructi - -
� on deta�.Is
leAll Building Elevations
Design Criteria(shaR �e �dent�fied on plans as
Truss �alculation Sheets
ZFloorJoist Details
too Energy Calculations (R3 2 0 & Ch 11)
Wind - 85 m.p.h,, Snow
B. Zoning (check one - in some cases LDR2 and MDRrnay apply)
LDR ,e"Of17R 1 T nt r n .. .
35 lb. Per sq ft.)
sq.rt. mm. (width 80 ft. min) & LDRI_ 8 ,000 sq. ft. min
(width6o ft, min.).(LDR1 duplex - 10,000 sq. fr. min.)
C. Use
��ingle Family Duplex (LDR I any - C__
onditional use
D. et Backs (taken from. eaves)
Front set back (32 ft. f
rom curb)
Zear set
erm
ZiNote: 60% min of front yard ,green
back (LDR 25 ft. & LDR 1 20 ft.)
044&Sides set backs (61' for every ft. of building height with L
DR - 7.5'm.in.& LDR1 - 6' min.)
Building -Height (maximum 30 ft.)
�r
Footings
Proper Si
ze. has per Table 443. 1. 1, use 1500psf u�.less soiltype is known, Table 401.4. 1 for sail bearing)
�Rebar (2-#4 continuous)
irder Support Footin.,gs as per Table 502.3.4(2))
Footing Depth (367? below finished grade)
F-vF undation
Foundation walls w/ rebar (city ordinance)
dation fau�da�.io�s on sift soil shall be desdesigned.per Section R405}
Fon Drama e g �
Waterproofing, (as per section R406)
--.e-/—NV
De2 150 Sf.
��ith moisture barrieT 1 Lf. peirl SQA sq,, ft.)
�fL��l I.�kiGLL �+ Y �+1i 41.1LLL1l LJiir a.,isv r.+tw..�,. _� .• -•-1. ---- ,� - -.
within 3' of each corner Onsulate walls no vents r� ' d
Seismic Hold Dawns and Braced Wall Panels (R602.10)
/"o{Grading (all yards shall slope away from house)
/0"'VWindow �e�ls clear horizontal and vert��ai dimensions of Z4" min.) (ordinance)
r
G. Frame
.,�'raced Walls (R602)
/Floors (check load hearing capacity of joists as per Ch 5}
�
oi�ts Under Load Bearing Partitions(shall be doubled as per Ch 5)
GI"rders (Cb. 5)
cantilevers check for b10Ckingre�n�orcement, s acxn(manufand Span on drawings} inst i str)
door Sheathing (Ch 5)
Exteirl'or Wall (Ch 6)
/Load Bearing Walls (Cb 6)
Bearing Wall Window and Door Headers (design as per Tables 602.7.2) (Ch 6)
Fixe Blocking (as per Sectio. 642.8) (8321)
Z -Roof Trusses (designed. according to Section 802.9 and brayed as per manufacturer) 35 # Snow and
85mph winds (Local Conditions)
Truss Hold-Dawns(desi gned �.ccording to Seciion 8 a2. 1D or truss r�anufaGturer) (RS02)
Ra�t�r anc�
Roof Sheathing has per Section 803) (R803)
,�AttiG Access (provide Z2" x 301t Min. access where attic clear height exceeds 30")(R806)
H. Exterl"ar Covering
'S I'd I'D 9
rich or Stone Veneer
L Roof Coverzng and Ventilation
/Roof Velatilat7on (as per -R806)
�' Asphalt Shingles Slate Shingles, Meiaj,
—Clay, Tile or Concreie, Wood- Wood
Shakes
J. Firewalls
/e"C-rara, e (a one -ho fire -resistive Separation between garage & house) (R321)
Door from Garage to HouseI
(R321)
314" solid wood, exterior metal or 20 min_ rated fire door required)
X Two Family Dwelling Separation (I hr. firewall)(R321)
�. General Requirements
�ouse Numbers (R325)
�Light and Ventilationdei(sgn as per Section R303.)
Xmin-imum Room Areas (one room
at least
rooms di -me -n. of 7 ft) (R304)
I��
f., other habitable rooms mill. of 70 sf, min habitable
,AWindows at Hazardous Locations w/in,24"' of side hinged door frame (R308)
Window Egress (R31 0)
lleE�xi.t Door (one exit door must be 36" W'
dei (Sectxan R311)
Landings (a min. 31
x 3' landing required at each side of egress doors with thresholds not mors Than
1 1/2" higher than landing)(R311) at bottom Of stars -No req. at top zf door DIN swmqg over
stairs) (R311)
.,�SIr Rise / Run (7 3/411 Max. rise & 10" rn.in. tread) �star Width36"( min),,
x%�Stairway Headroom
(61 8 Mm.) X"Randralls X34"to 38" above stair nosilig)(RR 1)
Stair ray Protectian (enclosed accessible space, under stairs shall be covered with 1/2 drywa11)(R,31 1)
�GuardrailslHandrails (36" height, mandatory a dro p or 4 or more nsers and 4 '1 sphere max,)(R316)
SmokeDetectorss --- — (each bedroom, and co on area and one on each level (R 317)
Mecham-cal VentilatinS9 Ystems (ion bathrooms, laundry rooms and S liar roomsyw203
La ergy
Percentage of glazing �o will area(Type A-1=15%maw or use LECC Tables 502.2.4(x)
•.�
V a Qr retarder an uTa.�m i.n vvinter side of walls', ceiling and floors ILECC 502.1.01
p
Water Heater heat traps MCC 504.7
/O/Duct sealing and insulation IRC 1103.3
Plans match R and U values on Energy talc's.
Date w -o e-1
ProXF
ject
5eet,,
FRAMING CHECKLIST
Job Address: 65�3 V,l� Ln.
Building Permit Number: i9zl . eo
1
the following comments based on the 200o edit' �f tine Intemational ResidentialresQtwed b�efore an occu ancpermit Code should be
occupancy issued. This correction list is not a building permit. The approval
of plans and sp��ifE�afiions does nod permit the violation of any section of the Intem
Code or any t�d��al, stake or local regulations.a�iQrra! Pesid'entia!
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ZoBasement Balis (press
ure treated or redwood sill plate properIv fastened fo slahl
� - -- May. 6, 02
.�' Stair opening has per Ian & ra er
p p p �y supported Mth dangers or walls)
Stairs (check rise- 7 3/411 max., run- 1 oil min., vert.- 3/811 max, width -3' min. & headroom- 61-811)
Wal! Layout has per plans}
41
Exterior Bearing Wall Stud Spacing - walls carrvinq roof load only� 2x4-1640 o.c. 12' max
2x4-24---------- ;1o.c. 10' max,- 2x6-16" o.c. 18' max,- 2x6-24." o.c. 16' max, one floor &roof: - 2x4 16" 0. C.
I O)max., two floors 8 roof-, 2x4-12" max 10' (Fig 602,3.2.(1-3))
Wall Stud Spacing (load bearing is same as exterior ), 2410 O.C. max.
Double Top Plate joints lapped min. Z:)
Single Top Plate (direct baring & ads adequately tied,� Y join S with steel plates)
Stud NotchinL(bearing 25% max. Bonn 40%5/81t - a} ���x, min, to edged (�6Q /a Edoubled)
/'Beadng Wall Window and Dior Headers Nailing (edge'/ends)
Fire Blocking (roof space line at wall, concealed spaces & a
p at studs over 1 U)
Firewatls (between duplexes & garagelhome) , firewall penetrations - elec_ boxes- rated, ducft —
26 gauge & not open to garage, char —20 minute rated min.
Roof
Truss deta
ils- (35# snow lead and 85 mph winds I See truss details
'V0' Roof Trusses (spaced and braced as per manufacturer)
kki S.. C�
2.d?tRader and truss Tie -Dawns and hancs
,Rafters Laterad Support (block at bearing, when exceedin 5
g to I rule (2x12)
XR00f Sheathing: Nailing {"H,' clips w/ 7/16 ede6�� f�{ga.c., ied-1�
O.C.
ZAttic Access(provi
de 22" x 30" min. access where clear height > 30"}
R oo#00
f Ve t 1" 1 ation (standard 1/150 0r 'It
300 if 50 - aoo/o is 3' above eaves)
12 Mar 03
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Exterior
Concrete Slabs (3 1I2 " min. thickness Sc 4" gravel base min.)
Braced Wall Panels(sheathing) (nail or staple - 6" v. c. at edges & 12 ti v. c. in field)
uplift cvntrol at floor dine (sheafhing -split vn p[ate or I 'r2X36
Adequatestraps 4' o. c. mudsill to studs}
Seismic hold -downy at garage corners <4' wide (alternate braced wail panels 243) min - panel both sides
hold downs mush be an double stud or 3)C with all nail holes filled)
/Foundation Water -proofing
Crawl space ven#iiativn 1 sfi per 15 Osf (valor barrier 1 sf per 15 0 Osf} with in 3' of carnes
�Gripple Walls (aver 4' sized as 2 story, under 14'" must be solidly sheathed one side
1^ -
'�►'���'��Sill location, nuts tightened, � "x2"x311 �" ushers, pressure treated or redwood, joints
� Mud
blacked or under studs at wail and gaps grouped or shimmed}
Frame
314" T&G - �" vn e� es & 'l2" in field) perpendkcular to jast}
Floor 5�eathir�g and nailing Typ.9
�Jvist Spacing and Size, (as per plans)
Bearing (1-1/2" min.) & lappin (3" min. where joists lap over wall or beam)
d( epth-1/6 max., length -1f3 depth max., not in middle 1/3,
Notching ends- 1!4 depth max.) TJI-NO
/Btorin �"d„ max �2„ of top or bottom or another hole or notch) TJX seg chaff
9
Cantilevers- Bloc reinforcement spin and S ac - ing as per plans.
Plumbing, Electnocal and HVAC (check for notching, cutting and boring of joists)
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)
ww
Draft stop (required for over 1000 sq ft. of unusable space at floor/ceiling)
'Duct Supports and sealed metal _ < 14' spacing, & Flexible - < 4' max _ (2 „ sag in 4')
,/
CCIothes Dryer Ducts (sol'ld metal ducts, no screws extending Into duct &tient directly to outside)
O
0
(Duct insulation (insul. in nen cond. space
Date
FINAL INSPECTION CHECKLIST
Project: ����,-���✓
Job Address (053 V�� Lam.
Building Permit Number: OV op!/
The following comments based on the 2nnn Prii+in„ nf +h,.,�,._..,.�:___,
r�esjoe�rtl�l C�de shvul� be
resc�lved before an occupancy permit is issued. This correction list is nvt a buildin ermit. Tof pans and specifica#ror�s does not permii ��e v�ola#ian of any section afi the Inern - he approval
Coa'e ar any federal, state or lvca[ reguIation. af�or�ai Resfder�tiaJ
3-12-03
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OUTSIDE
.7
0- House Numbers (visible from the street)
radea
(y rd is slo�e� av�ay from faundation)
//IS
idewalk & Landscape Strip►� �1N1 G of granular barrow (hill 2 -,7LSsil t
rip
Front Setback Coverage 60%'mingreen
_/<"'�Windows - Covers and Screensshall �e rleasable nr remo�abfe from, e Inside dor egress
Window Wells min. 24" clearweld
abv
and out �v
C e)
�xterior Steps (7 314 "max. rise .& loll min. tr�;
�d}
�Stairway Handrafls 4or more. risers or over c 3D"
� 4 max. spacing of uprights)
��uardrai�s
(proVLdeif ever 30" above floor/ rade
9 & 4 max sphere spacing for uprights)
Landings (3f" x 36" miry., (not req. 'at the top of stair a door does not swing over stairs)
ThreshoIds 1 11233 max. above floor or landing,� �� max if door does nv� swing over landing}
Zosts (required to be treated, redwr��d or cedar of in contact of concrete 1 earth)
____Roofing ono apparent leaks, instilled properly and roofing as per plans)
,�Masonryr (lintels as per table 7D3.7. 1 �
Roof Ventilation {as per plans)
INSIDE
�gress Doors (all egress doors .must be 4
able tQ open from inside without use of keys or tools)
-.Window Energy Calc s; match actual window
�safet]i Glazing provided 1n all doors withi "
n 24 of door arc and be ow 6Q", & in tub enclosure
/01 ath room Ventilation (either aperab�e win,
.ow or fan that vents directly to outside)
/_Sinks, Bathtubs and Showers(ch-eck for caulking, apes#ion and leak,,)
____Stairway Illumination (switch at top and bottom)
� Stairs (7 3/4 Max., riser"�
10 min. tread., (no sing 3/414 to � 1i4" with solid risers)
pi�gHandrafls Cant {34" to 38"
1 1/21, to
wall, and gf�p_j 1/4" #0 2" dia. upria �ht < 4��,�rian ular s acs 6" max }
ZGGuardralls 3C" high and continuous, Req'd 3D" or more above grads or floor(, uprights 4'" sphere max
spacing, triangular space 611 spheresp��e max spacing)
w�lied and taped, firewall penetrafions and electrical boxes, dvor to douse 20 min . ratedGarage nary
ducts penetrating firewall rust be 25 gauge min. & not open to garage)
//`O�Egress W'indows (clear 20" width and 24" height, 5.7 sf minopening with 44 " max. sill height}
MMMMW�
� Srr�
sgli� oke DetectorS(in each sleeping room, outside in immedia#e vicinity and vn each s�arylba ent-
-� levels (w/o doors), any on Upper floor --ail interconnected without a disconnecting switch)
�Foam Plastic (meets requirement of R318)
V Wa�e� Header Anchorage ��as over 4' with hex water conn. shall be anchored or strapped to building}
LYI-'2 Water Hea#r Vint (check air flow with return in finished basement) Fa�,&
�Clothes Dwyer Ducts (solid metal ducts, no screws in duct & veru directly to outside)
�Quct Supports (m etai ducts SwpR°fed 10' min spacing & non metal as per manus. i n stall atio n i n str.)
pr�
r' Duct Insulation (duct in non condit�vned areas shall be insulated)
/OGas Line Supports s acro I O'for up to 314", 12' dor over 1" and 6for tubing up to 1 11211
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