HomeMy WebLinkAboutCHECKLISTS - 02-00040 - Vallinda ApartmentsRESIDENTIAL PLAN CHECKLIST
Building Permit Number
Project: /A i ,,,j -VA 10.cx3 0 +-0uSG—'�
Job Address: U �c�Q,.e,,,,
Zoning:
Number of Stories, `�.
Floor Area:
Description:
- 0 1 ���
Valuation:
Permit Fee:
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3p4
t316�.�c
Plan Check Fee:
The following comments based on the 1998 edition of the InteYnational. ()nye and 1'wa .Fainlly Dwelliirg Code
should be resolved before a building permit is issued. This coffection fist is not a buildingpermit. The approval
of plans- and specifi, cations does not permit tviolationn of any section of the Intemaiaunal One and Two 1-7an2ily
Dwelling Code 7 or any federal- state or local regulations.
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Plans
/To Scale
`Plot Plan
ZTLegible
YA'11-1,�Flood Plain
Floor 1 Foundation Plan
`Section showing construction details
-/' All Building Elevations
Design, Criteria (shall be identified on plans as Wind
uplift load #'s
Truss Calculation Sheets
/I
Floor Joist Details
80 m.p.�., Snow
- �Ib. �er sq ft.)
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B. Zoning (check one - in some uses LDR2 and NMR may apply}
LDRLDR1(I�'1 D1
Single Family duplex (LDRI any - Conditional use
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D. Lot Area (LDR2 & MDR not covered)
Lot area — LDR- 12 ,000 sq. ft. min. & LDR I - 8, 00 sq. ft. min. (LDR.I_dU'PIeX - 10, 00 0 sqft. min.)
E. Lot Minimum Width (LDR2 & M.DR not covered)
O—Lot Width (LDR 80 ft. min. & LDR 1 60 ft.. min.)
F. Sed Backs (taken from eaves
.► Front set back (32 ft. from curb} Note: 70% 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 - 7,5min,� , & DRI - 6min.)
/ Building -Height (maximum 30 ft.)
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G. Footings
,'e proper Size has per Table 403. 1. I, use 15 00, psf unless so "I ape is kno)NM,, Table 401.4. 1 for soil bearing}
Rebar (244 continuous)
✓Girder Support Footings (size as per Table 502.3.4(2))
/ Footing Depth (36" below finished grade) Cii,Ga�
H. Foundation
Foundation walls wI rebar(Secfian 404.1.4 & Table 404.1,42). and ordinance)
A Foundation Drama e foundations on sift so�� s�a�� be d�siperg � gne�. Secti�n 4Q5. �. }
/Waterproofing (as per section 406)
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CraW1 S�a.c� �entilation ( I sq.
reaui�edi - �v��h t�n�isture barrier I
x
/Iseismic Hal
�. per sq. ft. - � vent within 3' of each comer - vents on one side not
SQ. ft. per 15 0 N. ft.)
t Downs for - - -- - walls <4'
Grading (all yards shall shape away from house)
3
�A Window Wells Clear horizontal and vertical dimensions of ��" m.in.)
-e/Concrete Floors (shall be 3X12" thick 21,500 psi. concrete an minimum 4" gravel base)
L Frame
�'Floors (check load fearing capacity of joists as per lection 502)
�'Jo'sts Under Load Bearing Partitions {shall be troubled as per Section 5 0 2009. 3. 3}
Header Joists (shall be doubled if over 4'}
A'Multiple Joist Openings [joists which c
arry headers shall be doubled or tripled etc.
2'r
.Girders (shall be designed as per Table 502.3.4(1))
Cantilevers(check fay blo�ckin re�nforc�ment n, and span on &awi"nas)
/000'0'Floor Sheathing (check joist span as per Tables 503. 1, 503.2. 1. 1 (1) & 503.2. 1.1(2))
voltxterior Wall (design as per tables 602.3.2(1), 602.3.2(2) & 602.3.20))
A0% ---=NL=='--'-- ' --- ��- I
�Load Bearing Walls (design as per Section 602.3.22')
Beari'ngNall window ani Door Headers' �destgn as per Tables 602.? & 602,7.2)
Fire Blocking (as per Section 602, S)
Wall Bracing (as per Secti*on 642. 10)
Rafters (check Toad bearicapacity and 5:1 rule far rafters afters as per Q ect�ori 802.4,3)
Ceffing Joi sts load bearing cap. Sec. 802.4.2} and S: � Bloc�in S eciion S�?.?. 1
�Raof Trusses (des.ianed according to Section 802.9 and braced as per manufacturer
Rafter and Truss Ho1��-Darns(desioned accQrdin tc� Sectiong 802. 10 or truss manufacturer)
-�Rovf Sheathing has per Section 803)
�Aftic Access (provide 22" x 30" grin. access where attic clear height exceeds 3011)
J. Exterior Covering
"�Siding (as per Table 703.4)
�Bricl� or Stone Venee-r has ger Table 703. 4}
IL Roof Covering and Ventilation
Roof Ventilation has per -Section 806)
Asphalt Shingles _Slate Shingles, _Metal, _Clay, Tile or Concrete, _Wood, Wood Shakes
L.
Fireplace
� Masonry Fireplace (designand reinforcement asper Section 1003)
Chimney Termination (Yabove roof and min.
of 2' higher than any portionwithin within 10'.
riareplace Yaotings (I2" thick min. & must extend past foundation 6")
evvalls
to J + -
rage (a one-hour fire -resistive separation
r`I7vo�- from Garagc t0 Hr�use (1 314 " o
solid wod, exteziar metal or 20 min. rated fire door required)
✓'Two Family ]welling Separation (1 hr. firewall & see Section 320.2.2)
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N. General Requirements
/House Numbers
Liignhi and Ventilation Desas er Section 303
ZMIM'MUM Room Areas (one roam at least 154 sf.) other habitable rooms min. of 70 sf, kitchen 54 sf
min. and habitable rooms except kitchens shah have min. dimension of 7 ft}
/Windows at Hazardous L
ocations �Siection 3 L 8.3& 3�5.4�
/Window Egress (Section 3 10)
/0"'Exft Door bane exit doer mush be 36" wide} (Section 311)
Landin�s �a min_ Yx Ylanding required at each side of egress
1 102" higher than landmg)
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Stair Rise /'Run max. rise & 10"' min. tread} rStair
(6' S„ mxn.) ✓�Hand.rails (34"to 38" above stair nosing)
doors with thresholds not more Than
Width (3611 min), /0,Stai-rway Headroom
Landings (min. Yx Ylanding rewired at bottom of stairs- No req at top if door D/N swing ager stairs)
Stairway Protection (enclosed accessible space 1/2"under stairs shall be covered �.t�
dnL1uall}
A.Guardra'Is (3d" heiaht .andat� at 3�"dro o� 3 0� r��a�e rirY � risers anal 4tt sphere �r�.st not pass through}
U/Smoke Detectors (each bedroom and common area and one on each level
}
+�Meehanical Ventilating Systems (in bathrooms, laundry rooms and similar rooms)
/Kitchen (every dwelling unit should be provided with a kitchen areaequipped �v��h a kitchen sink)
/Bathroom (dwelling un.�ts shall have a bathroom v�vith awater 1u .closet'. lavatory and bathtub/shower)
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Date
Building Permit Number:
Prt: �'r}�� �� �� t'� i_� f�o,� C-
ojec J
Job Address,A"q-
The
following comments based an the 1998 edition of the Intemational One and Two Family DiAleffing,Code sl�ould be resolved before an occupancy �ermi� �s ����a�d. Th�� CC}rrP�tinn t,�� f� nn� a hr r��r�in
permit. The approval of plans and specifica#ions does nat permit #h� ��oiafior� o� an section of the
Intemational erre and Two Family Dwelling Cade o� any federal, state o� local r� �lati ns,
5 May 02 _
L-00 '4�; t�
Will
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`-°� Concre#e Slabs (3. 1/2 "min. thickness & '4;r g _ravel base min.)
Exterior 1Nall PIywvod &SSB ( staple - 6" o. c. at edges & 1 2" a. c. in field)''
�Adeq plift con ro at floor line (sheathing or I Y2 X 36" straps 4' a. c. m u dsill to
Seismic. hold-downs at garage corners <4' wide.
tion Water -proofing (check to see if complete)
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Crawl soacev I IA i n n 1 qcqzf =r 1 cnof ivRii
studs}
_ _ .. ,�...., . , ..�.....,��,tY� ���, C21 VI At)] p�l iouu%tiT) wiinin 6 yr comer - -
�-�/Cripple Walls (braced as normal walls if over 1 4 under b mwo;� e, solldly sheathed
_.
�„�, Mud 5il1(bolts in proper location, nuts tightened, pressure treated or redwood, -J I oints'biocked or and stud
at wall and gaps grouted or shimmed)
Fame_ : -: .
Floor,Sheathing andhailing Typ.3/411 T&G 6" on edges &
----"`Joist Spacing and Size has per plans)
Rfzarin !'I_1Min 1 s�_,i .gin.-.;�,.,. r�++ ;,....,� .. , .
1 2 in fell}: perpendicu#ar to joist
,,.�. ,F� , . ,.�. j r 0) �cl PW "t-4 kO r, IIH . �A rIUre iolszs iap over wall or beim}
Notching fid_epth-1/6 max. le_ngt�-1/3 depth max.
not in middle 113, ends -.114
-NO.'�L
depth max.) TJI'
: , _
'Boring (1/3 "d" max, >2" of top or bottom or another hole or nv.ch see chart
f -- ..
'� Cantilever's-�Block�na. re info rce'rn e n't,:, �Pan and spa
_--cing as per ��ans:
Plumbing,
'_ - ...- ...
Elect�cal and HVACchec(k for notching,'cuffing'and bo'ring of f��s�s)'•-. -. .. _, _ _:
9�s�aliJoists Under Load Bearin be doubled as, per'Section: .502.3.3,. if p'l bmbihg spa'Ce'needed,..._--,
the joists shall be blocked 4' o. c.)
- .
Girders and Be-'
a, - :.. �_.. - v ' ...-..-..__.....
ms (as. per plans, 'nailed or mechanically co'n'nected to frame and proper baring}'.-
Header Joists (doubled o -f
i ver 4') Multiple joists. carrying headers shall b
e doubled or tri
Joist Hangers (check location &nailed . :. - _
Draft Stop (required fog aver 1000 sq ft. of unusable space -a -t flvarlGerling}
fDuct Supports metal - < I n' spacing & Fle�,xible 4'' m -,ix —(2 sag in4'')'.
Clothes DirerDucts (salid me I ducks, 0 screws exiending in#o d uct & vent
�`� �` Duct insulation Onsuf. in non cond. space
directly to outside)
L
May, 6, 02
Basement Walls (a�essure treated or redwood sill plate propedy fastened to slab)
1h
Sfatr Open -Ing has per plan & properly supported with hangers or walls)
�� Stairs tcheck rise- 7 3/4" max., run- 1 0 m i n va hm. 3/8" max, width -3' min.
�''Wall Layout has per plans)
& head room- _678")
gar in roof load 2x4-�611 o.c. 12'ma.x
Exterior Bea�ng Wall Stud Spacing -wails c
MMMV� t
2x4-24" o.c. 10'
max;
2x6-16" o,c. 18' Maxz
2x6-24" O.c. 1e' max, one poor aroor: -mew o �.�.
10'max., two
floors &
r00f: 2x4-12' max 10'
(F602.3.2.(1-3))
i nieriur UVall Stud Spac HU k Uc= C-1
a�irig is same as exte�flr}, 24" �.�. max.} . - _ : . -.. - -
`' AluouDje i op Plagetumtz� cipped. miry: H -W
} : .. .. - .
-` Single Top. Plate (direct bearing & adequately,tied at joints)
Stud Notch (bea�ng 25°/o max.) Bo_noR.40% max, 5I8" min. tv edges (60% if doubled.}
Bearing Wall Vllindow and Door Headers Na -11i (edge lends) (check T 602.7 & X02.'7.2)
-Fire Blocking (roof space line at wall, -concealed spaces & at studs over 10')
irewalls (betw%een duplexes &garage/home} , firewall penetrations -elegy. faxes,- rated, ducts
-�
26 gauge ¬ open to garage, door —20 minute rated min. - y
�`� �" d' 3��'
3 -story - 40% of wall on f rst story and 25%of 2" and
Wall Bracing (one'story every 25',
Xy.
R" f
} -- --
ph winds)..an,d Uolitt load -for tie downs..._.. _ _. -
Truss details (35# snow load and 80 m..
ufacturer)...
Roof Trusses (spaced and braced as per man
; . _. - �. . - , - - . - . .
-
Rafter and Truss Tie -Downs and ha�._�,ers (as per detail: sheet)
. - .: .. -
Moo
`"! Rafters (11 11200 bearing, check iayout and size as per plans Notche's 118th depth nor longer 1/31d the depth
r-113r�max.. not w1in 2ofedge.ornotch.
or in middle 113 -.d.of span Ends= 1/4"depth, Holes depth
Rafters Lateral Support (block at bearing when exceeding 5 to 1 Buie {2x1. ,_ _. _
Cefl€ng Joists (isyo-ut &size as per plans)
Pnnf Sheathing Plywvoa' &ship Board Nailing ("H„ dips wl 7f i 6"}, -edges-S" o.c.,field-1211
a.c. _- -. ,.... �.
������ de 22" x, 33011min. access where clear height > 30")
tPAttic, Accessrovi
�r C�ntilationoof Ve (standard ..1 1150 or. 1I3DD if 50 80% is. 3 above eaves)
FR. ftfi.1?JG n
W it E E %ft --'War C S T
Building Permit Number: 12,C)a.-. 0?, Iq
P ro1h
ject:
Job Address:
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tz.
The anc follow-
IngcQmrnents based on the 1X98 editivn of the Internativr�al ane arty! Two Farnily DwenIng
Code should be resolved before an occupancy y pis issued. This correction list is not a building
permit. The approval of plans and speG�fcati�ns does not permit the violation of any section of the
Intemational One and two Family Dwelling Code ar any federal, state or local �egula��a�s.
s May 02
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dif rIYwuQc] 4k ubb (nail or staple 61' o. c. at edges & 1 211 o. c. in field)'
'' Adequate uplift control at floor line (sheathing or I Y2 }C 36" straps 4' o. c. m udsill to studs)
�`y Seismic hold -down's at garage corners <43 wide
.�- Foundation Water -proofing (check io see if comole'tp)
� �� rawi space ve nviation 1 sf per I 50sf (W/ vapor barrier I sf per 1 50111 f) ori#hen 3 of corner,;
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Cripple Walls (braced as normal walls if over 14", under 14" they mu
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- �St be solidly sheathed-Eoffi-� H Na VF={ IULedl!UH , rjuis ugmenect, Pressure treated or redwood,. faints black
at wall and gaps grouted or shimmed)
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ed or under stud
Floor Sheathing and
nailing Typ. 3/411 T&G - 6 vn 'edges & 12" in field) perpendicular to joist
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----''Bearing (1,1/2" min'.) & L (311
apping min. where joist
IaP over wall or b: ; -eam) _ _
---"JNotchin�d-1169max. length -'!/3 depth max., not in middle X13, ends.
AM. .4 depth max.) TJf-NC):.,
" Boring (1/3 "d-" max, >2"' of top or bottom or another hnle or notch) Tiff see chart
,--'Cantilevers- Bdoc�Cinq,reinf6
rcem span ands acin as per plans.. , - -
...-.-Plumbing, Elec#nacal and HVAC (check for notching, cutting and boring of joists)
ew� 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.)
........Girder"s and Beams has
per p�ansT nailed or mechanic'a'fly connected to' frame and prop'''er' beanng�
Header Joists (doubled 'if over 41) Multiple joisis 'Carrying headers shall he do or tnpfed
Jais#
Hangers (check location &nailed properly) _ _
iJ
�" Draft �#o �r�quirePd fo r' over 1 00 0 s q ft. of _ .
u n usa ble space at flvorlceiling}
Duct Supparts meal - < 10'spacing & Flexible 4' max , VEMP (2„ sad in 4,) _. .
Clothes Dryer Ducts (solid metal duc#,orescws ex
tending intQ duct & vent directly to outside)
�'�Duct insulation {insul. in non cond. space
May. 6, 02
redwood sill dateraro�pe�v fastened tv slab)
Basem ent Walls (pressure treated or
�l
stair opening has per plan a property supported with hangers or walls)
Stairs (check rise- 7 314" max., run- 1 0" rain., vari 3/8" max,. width -3' min. &
����
room.
WaU Layout (as per plans)
Exterior Bearing Wall Stud Spacing -walls carrying roof load only; 2x416" o. c. 12' max
2x4-24" o.c. 10' max,- 2x6-16" o,c. 18' max - 2x6-24" o.c. 161 max, one floor & - 2x4 161 O.C.
10'max., two floors & roof; 2x4-12" max 10' (F602-3.2.(1-3))
4XI10"Intehor Wall Stud Spacing (ioad bearing is same as. exterior}, 24" o.c. m.ax-)'.
::
�Doubie Top Plate Ooints lapped min.. 4') .x
Single Tai Plate (direst bearn &ade uatel _ tied at joints)
- _
� � Stud Nvtchin(beanna 25% max.) BoriM40% max, 5/8" min_ to edges (60% if doubled)
.. �.
�`f Bearing Wall Window and Door Headers Naiiin (edge /ends) (check T 6D2.? & 602.7.2)
-� +'-� Fire Blocking (roof space line at wall, concea
led spaces & at studs over 1 0') ... _ __
d ducts
firewall penetrations -- elec. boxes- rate.
-d
Firewallsbetween duplexes & garagelhvm�}
26 gauge & not open to garage, door' -20 minute rated min'.
�� �yl.3�`� and't stry and 25% of ��� 3 -story ' 40% of wall on firsWall Bracing (onestoryevery 25'
.. _...
R of
Truss deka
ifs 35# snow load an
d 8Q mph wind} :and U D lift load dor. tie dawns
/Roof Trusses (spaced and braced a
Rafter and Truss Tie -Dawns and hanc_,�}_ersper detail sheet)
_ .. _ . , ..
Raf#ers 1 1/2"" bearing, check la out and size as per plans Notches 116ts depth nor lange�'113rd the depth
MUMErMEMEM"�1
or in middle 1/3.,of span Ends=: 1/4�h-depth, Holes 1/3' depth -max.-,_not w. /in 2Y3 . o.f ege-or no ch. _
,.� - . . ., ��--
Rafters Lateral Support (block at beanngwhen exceeding 5 to 1 role x
', Ceiling Joists 0
ayout &size as per pians)
w f -edges.- Nailing ("H," clips W/711o"},
Roof Sheathing Plywood &Chip_ B
°� Attic Access {provide 2211 X 3011 min. access where clear he gh-t .> 3a"}
,w'Roof Ventilation (standard 1 /1 50 or 1 /300 if 50 - 80% is. 3 above eaves}
6 it f el d - 2to O.G.
-02
ur% ate .V
/0--q-03
FINAL INSPECTION CHECKLIST
Building Permit Number: �flz-417-/y
Project: Vzj,,,j,dQ
Job Address:
The following comments based on the 1998 ed�tion of the Intemational One and Two FamilD-wellinY
Code should be resolved before an occupancy Permit is issued. This correction list is not a buildingg Thea
Permit. approval of plans and specifications does not permit the violation of any section of the
Intemational One and Two Family Dw n
9 federal9
, slate or local regulation.
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OUTSIDE
4/26/02
,House Numbers
eeolj"
(yard is sloped away from foundation)
�idewaik Landscape Strip 5` wide (W/ &T of granowS st
hili 12" --7' L
rip
e4-0�
/. Front Setback Coverage 7p% min green
1Ninc#vws - Covers and Screensshall be releasable arrerr�ovab€e from the inside fog egress
�Window Wells min. 24" clear (out and abase) well
_?Exterior Steps (7 314 " marc_ rise & 1011 min. tread)
�Stairway Handrails 3 or more risers or over 30" <4" max. spacing of uprights}
KGuardrails ;provide if over 30" above floor/grade & 41P max sphere sac'
P P irrg or uprights
fLrandings (3611 x 36" rein., (not req. at the top of the stair if a door aloe
s not swing over stars)
/000"Thresholds 1 1/2
" max. abovoor ar landing (7 3I4max if door does not swing over landing)
25 Pasts (required to be treated, redwood or cedar if in contact of concrete 1 earth
,Roofing no apparent leaks, ins ailed properly and roofing aserplans)P
Masonry (lintels as per table 703.7. 1 )
�Roof Ventilati"on has per plans)
himney, Crickets, (3a" or wider parallel to ridge) Heic�ht {3' min above the rood and 'min. above
any portion within 10 3
INSIDE
/OP�Egress Doors (al! egress doors must be able to open From inside wi out use of keys or fools}
.Safety Glazing provided 'In all doors, within 24" of door arc and below 60", anyplace whenpanelis aSq- ft- and botfam edge fess than 78"' and top edge greater than 36" abovep�oo�-) over
9
Fireplaces &Hearth Extensions masonry built aserplans)f�
/ee'oBathroom. Ventilation (either operable window or fan that vents directly to outside)
,ZSinks, Bathtubs and Showers (check dor caulking,o operation p and leaky)
tairway illumination (switch at top and bottom)
�tairs (? 3/4 11max. riser, 10 111 min. tread, (nosing 3/4"to 1 X14" with solid risers}
4126102,
Handrails Continuous (3411 to 3811, 1 112" min. to wall., and f[pq.1 1l4" to 2" dia. upright spacing < 4",
triangular space 6" sphere max)
Guardrails 36" high and continuous, Req'd 30-'-' or more above grade or floor(, uprights 4" sphere max
spacing, tri@ngular space 6" sphere max spacing)
__O)K�-6arage (operation of doors, firewall penetrations and electrical boxes, door to house ZD min. rated, ducts
penetrating firewall must be 26 gauge min. & not open to garage)
OF'
Egress 1Nindaws (clear 20" wid#h and 24" height, 5.7 sf min. opening with 44" mix, silk height)
PO'
/00'smoke Detectors (in each sleeping room, outside in immediate vicinity and an each story/basement-
split levels (w/o doors}, only on upper floor --a[1 interconnected without a disconnecting switch}
XFoam Plastic (meets requirement of Section 317)
hKwater Heater Anchorage (,gas over 4' with flex water conn. shall be anchored or strapped to building)
Water Heater Vere (check air flow with return in finished basement)
/Clothes Dryer Ducts (solid metal ducts, no screws in duct & vent directly to outside)
/Duct,Supports Imetal ducts supported 1[3' min spacing & non metal as per rnanuf. installation ins#r.}
/000"Duct Insulation (dint in non conditioned areas shall be insulated)
Gas Line Supports spacin�. 10' dor up to 314", 12' fog over 111 and 6' for tubing up to 1 1l2"