HomeMy WebLinkAboutCHECKLISTS - 04-00131 - 259 Rebecca Ave - New SFRRESIDENTIAL PLA
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CKLIST
Project:
Job Address: Esq
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Building Permit Number
Zoning: LpZ
Number, of Stories:
Floor Area:
Description. PjZes .
Valuation:
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Permit Fee: 4 z9
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Pian Check Fee-* 113
The followina comments based on the 2040 edition of the Intemational Residential Code should be resolved
before a buildmg permit is issued. This correctzon list is not a building permit. The a �o�ra� ofa ved
speelf cations does not permit the violation of any section of the Intemational Residentialp� puns and
state or focal regulations. Code or any federal,
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A. Plans
_efI'o Scale
/lot pian
/Legible
Y,, lood Plain
loor 1 Foundation Plan
Section shoWIng construction details
ZAII BuildingElevations
.�Des gn Critena (shall be identified an plans. as Wind. - 85 m..h. Snow - 35
P � � ib. Per sq ft.)
Tniss
Calculation Sheets
,#�Floar Joist Details
( ee-G - .24 -7 ie e, (:rc�t.wt c. frS,)
we000�Energy Calculations (8320 & Ch 11)
B. Zoning (check one - in some cases LDR2 and MDR.may apply)
LDR�DR I Lot area — LDR- 12,000 sq. ft. min .(width 80 ft. min) & LDRI- 8, 000 sq. ft. min
(Width6O ft.,min.).(LDRl dublex - 10,000 sq. ft. min.)
CO Ise
Singe
Family Duplex (LDRI only - Conditional use
D. Set Backs (taken from eaves)
/F'roni set ba'ck:(,'3)2 ft. from curb}
It
`Note: 6a% min of front yard green
1460,
Rear set back (LDR 25 ft. & LDRI 20 ft,)
L
o�Sides
set backs (6" for every ft. of building height with LD _R - 7.51 min., & LDRI - 6'ml'n.)
......... wilding -Height (maximum 30 ft.)
E.
Footincys
Z10'""Proper Size (as per Table 403). 1. 1,, use
eoe'Rebar #4Acontnuous
1500psf unless soil ape �s �no�wn, Table 4� 1.4.1 for soil bearing}
G
irder Support Footings (size as per Table 502.3.4(2))
0/ Footing Depth (36" below finished made)
F. Foundation
/` Four�dation walls w' rebar (0ty ordinance)
Foundation Drainage (foundati-ons on sift so�1 shall be designed per Section R405)
Waterproofing (as per section R406)
,//OCxawl Space, Ventilation/Insulation =1 sq. ft. per 150 sf.(,"q'th moisture barrier
Within -1 of each corner in
walls no vents Tqq: d)
or
/seismic Hold Downs and Braced Wall Panels (R60,2.10)
1 sf per 1500 soft.)
/G- radi'ng (all yards shall slope away from house)
/-Wxindow Wells clear honzontaland vertical dimensions of 24" Min'.) (ordinance)
G. Frame
Braced Walls (R602)
/`O'Floors (check load bearing capacity of j osis as per Ch 5)
/joists Under Load Bearing Partitions (shall be doubled as per Ch 5)
eo`/Girders (Ch S)
/Cantilevers (check for blockinlz spacjnL and man on drawings) (manuf instinstr)
Floor Sheathing (Cb 5)
Exterior Wall (Ch 6)
e/r,Load Bearing Walls (Ch 6)0'
Bearing Wall Window and Door Headers (design as per Tables 602.7.2) (Ch 6)
Fire Blocking (as per Section 602.8) (R321)
�oof Trusses (desimeduaccording to Section 80
85mph winds (Local Conditions)
2.9 and braced as per manufacturer) 35 # Snow and
Rafter and Truss Hold -Downs (designed according to Section 8a2. 10 or truss manufacturer) (R802)
/,Roof Sheathing has per Section 803) (R803)
1AAttic Access (provide 2211 x 3011 min. access where attic dear height exceeds 30")(R806)
H. Exterior Covering
_,eO, Sid ding
/Brick Or Stone Veneer
�.
Roof Cove rii
ng and VenfilatiXon
.o� Roof �rientilation has per -R806)
Asphalt Sbingles Slate Shingles, Metal,, Clay, Tide Or Concrete, WoodZIIL^'�4Tood Shak
J.
Firewalls
Garaae (a one-hour f re-re��stzve separation between garage & house) (R321)
/-Door from Garage to mouse (1
(8321.)
314" sol *d wood, exterior metal or 2 0 nein. raked fir dooequired)
Two Family Dwelling Separation I hr. firewalb(R321)
K. �eneral Requirements
House Numbers (R325)
Light and Ventilat10n (d
esign as per Section R303)
Enimuln Room Areas��(ani roam �.t least X20 sf. .4ther habztahle rooms rm"n.
rooms dimen. of 7 ft) (R304)
Windows at Hazardous Locations w/in 24"" of side hinged door frame (R308)
/0'#'/WIndow Egress (1131 Q)
/EX_It Door (one est door must be 3b ►
wide) (Section P,31 1)
of 70 sf, min habitable
� Landings �a m.�n. 3' � 3' lar�din.g required at each side of e
i 1l2" higher than Ianding)(R311)a� bottom of -mess doors w��h threshc�ids nod mors than
sta��s No req. at tap 1f door DN swing over
stairs} (R31 l)
�tair Rise 1 Run11(7314ax.. rise & 10"
(6181F mzn ) �3andraijs (3411to 3811
Min. dread) �air Width (3 6" mu*n), / S Irway Headroom
above star nos ing)(R311)
tairway Protection
(Oncloscd acces5lb1e sdt;e �d�I 5��i�
I� s shall be covered With 1121,
/'GuardrailsiHand,ail
drywall)(R311)
s (3f" height,, mandatary at 30" drop or 4 or more risers and 4" sphere max.)(R316) .
ZSmoke, Detectorsheacbedroom, and one area and �e on each level m 317
Mechawcal Ventilatin2 Systemsin, bathrooms,( laundry roams and similar rooms�(R3
U3}
L. Energy
Percentage of gazing to walk area(Type A- 1= 15 °�a max or use ECC Tabes 502.2.4(x)M,
/Yapor retarder on warm in winter side of walls, ceiling and floors IIECC 502.1.1
/Water Heater heat traps IECC 504.7
/Duct sealing and insulation IRS 11U3.3
Plans match It and U values on Energy Cale" s.
r
Date
(P Wla- 7 "'a- 4:9
FRAMING CHECKLISMMMOMMMMMMEM=T
Project:
JobAddress-r2 vs-c7—,a,
Building Permit Number: - - 4.
The following comments based an the 2000 edition of the inter'natio�a! Residential Code should be
resolved before an c�ccup�ncY.-Permit �s issued. This cor�rection list is not a building ^4 -;permit. Thea roust
of pians and specifications does not n��mit tip �,
U�l���,
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- - ,- -- - - --- ...... ,...�..«,..f� � •.�� a� �y .�lc.f WH u, a �tl rnHFlot?a! 1-�eSldenti�I
Carle ar any in , state or focal regula#ions.
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Exterior
Concrete Slabs (3 112 min. thickness & 4gravel base min.)
BracedWall Panels shea#h� �� �+
( n9} snail or st�p(e -- 6 v. �. a# edges & � 2 0. c. in field)
Adequate uplift control at floor Ione (sheathing split on plate or I �f X 36" stra s 4' o. C. �nuds��f
P �o studs)
Seismic hold-downs at garage corners <4' wider (alternate braced wall panels 24" min - panel'both sides
held downs must be on double stud or 3� with all nail hales filled)
O Foundation Water -proofing
Crawl space ventilation 1 sf per I 50sf w+! vapor barrierp1 sf per 150 Os�} wrthin 3 of corner
)<�'(ripp�e'VIla�ls (over 4' sized as 2 story, under '�4" must be so��d she
I �y ed ons side
ZMud Sid! �b�lts in prop�� Iocat�on,nu#s tightened, 2„�„x3f16”washers, pressure treated or redwood, joints
blocked or.under Muds at wall and gaps. grouted or shimmed)
F ra e
Flvo�- ��reathing and nai�in Ty . �l4” T&G - �" fl �r
9p n edges & � 2 in Meld} perpendicular to joist �
Joist Spacing and Size (as per PI
ans)
wring (1-1 /2" min.) &.Lapping (.311 min.
"*4"
zok 1.
where joists dap over waft or beam)
jr-mm ivuicning kgepm-i/b max., length -1/3 depth max., not in middle 1i3, ends- 114 depth max.} TJI-NO
Boring (113 "d" max, >2" of top or bottom or another hole or notch) TJI see chart
C antilevers- Block�n�, reinforcement span and sPacinq as per plans.
Plumbing, Electrical and HVAC {check for notching, cutting and boring of joists}
�oists Under Load Baring Partitions (sh
the joists shall be blocked 4' a, c.)
all be doubled as per Section 502.3.3, if P Urn ing space needed,
CG. irders and Beams(as per Hailedor mechanically connected to frame and groper beadng)
,�,Jvisi Hangers (check location &nailed prv�erly} .. .._._..
`Draft Stop (required for over 1000 s ftof
PM ft_bvh�
q. unusable spice at floor/ceilina�
ZEuct Supports and sealed meal - < 101 s �c�n & Flexible — c 4')P 9 4 max — 4� sag �n
//Clothes Dryer Ducts {solid metal ducts, no screws extending into duct & ��n� directs
. y to outside}
� ,Dint insulation�nsul. in non Gond. space pace
� Basement Walls (pressure treated or redwood sill plate properly fastened to slab) May, 6, 02
Stair Opening (as per plan & properly supported with hangers or walls)
Stairs (check rise- 7 314" max., run- 10" min., vari.- 318" max, width -,3' min. & headroom- 6'-8")
//IWAali Layout (as per plans)
Exterior Bearing Wall Stud Spacing - walls caminq roof load only-, 2x4-16" o.c. 12' marc
2x4-24" o.c. 10' max,- 2x6- 16" o. c. 18' max - 2A -24."o. a 16' max, one floor & roof: - 2x4 16" O.C.
1o,max.,twofioors&roo 2x4-12" max 10' (Fig 602.3.2,.(1.3))
�n�eri�vr Wall Stud Spacing (load bearing is same as exterior}, 24" c�.c. max.} -
Double Top Plate (joints lapped min. z)
Z< Single Top Plate (direct bearing & adequately tied at joints with steel plates)
Stud Notch (bear -Ing 25% max.) E3ori 40% max, 5f8" min. to edges (60% if doubled)
earrn�g Wall Window and Door Headers Nailin (edgy /ends).,
Fire Blocking (roof space line at wall,concealed spaces & at suds over 'l0'}
rewalls (between dupiexes & garagelhame) , firewall penetrations - elec. boxes- rated, ducts -
.Z —
26 gauge & not open to garage, door -gyp minute rated min.
Roof
.,LdwTruss details- (35# snow load and 8
5 mph winds} See truss details
Roof Trusses (spaced and braced as per manufacturer)
Raft
er and Truss die -downs and ha�ngers
Rafters Lateral Support (block at bearing when exceeding 5 to 'f rule (2x12)
/.Roof Sheathing: Nailing H " clips w/ 7/163)), edges-6" o.c., field - 12" o.c.
/Affic Access (provide 22" x 3D" min. access where clear height > 30")
Roof Ventilation (standard
1/150- or 1/300 if - 80% is 3' above eaves) 12 Mar 0
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FINAL--IN.SP .-CTION CHECKLIST
Date.-, Zg,-ry
Project:
Job- Address: ;Z59
Building Permit Number:
The following comments based an the 2Q00 edition of the Intemationa] Residential Code should be
resolved before an Occupancy permit is issued. This correction list is -not a buildingof plans end specifications dies nvt permit the viaiation of an seCtipn afi the permit. The approval
Cede or any federal, stake car local regulation. Y Residential
3 3-12-03
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OUTSIDE_
� House Numbers visible fr �om the street)
,� ate (yard is sloped sway from foundation)
,Sidewalk & Landscape Strip 5' wide (W/ 6'3 of granular borrow (hill 12")) _w7i LS strip
�ront Setback Coveranp Gn°/a min reen
9
//0,01Windows -- Covers and Scree
ns (sreleasable or rem
dow Wells min. 24" clear (out and above)
�
Exterior Steps (7 314 " max. rise & 10" min. tread)
ovabie from the inside for egress
zStairway H 4 or more e risers or over (<4"max. spacing of uprights}
Guardrails {provide if over 30" above floor/grade & 4" max sphere spacings for uprights
Zandings (36" x 36;1 min.(not retop.req.'at the of stair a door dues not swFng over stars)
Thresholds 1 1l2" max nhnk.� fine-Nr�,r r.�n,�:.,...-�
...---_.-��--Y�- jF�v� �►� ,ca, �uii �y v otc+ max IT poor does not swing over landing)
Posts (required to be treated, redwood or cedar if in contact of concrete 1 earth)
Z�Roofing � apparent leaks, installed �roperly and goofing as per pians)
zasvn(lintels as errY p fable X03.7. 1 }
/P4vf Ventila,tion {as per plans}
INSIDE
MMOMENEWft
ZEgress Doors {alb egress doors muss be able
to open from inside without use of keys or toms}
/Zwindowv Energy Talc's: match actual window
/ safefiy Glazing provided in all doors, within 24" of door arca
nd below 64 F1, & in tub enclosure
.�le Bathroom Ventilation either operable win Ow or fan that vents directly to outside)
�`nks, Bathtubs and
Showers (check for caulking, operation and leaks)
Stairway 111umi'Onation (switch at top and bottom}
Stairs (7 3!4, mom. riser �, 1+�", min. treacf, {nostng 3I4to '1 11431with solid risers}
! Handrails Cont (34 to 38 $o wailand nnn 1d,_fn 7 04Irs
�,Q.11f t .4 ,1 r1an 9. U)ar space 6" max }
G�ardratls 36" high and cont�n�vus, Req'd 30" ❑r more above grade or floor(,' uprights 4" sphere max
spacing, tdangular space 5" sphere max spacing)
/IGarage (Dry walled and taped, firewall penetrations and electrical boxes, door to house 20 min. rated,
ducts penetrating firewall must be 26 gauge miry. & not open to garage}
Egress Windows (clear 20" width and 24" height, 5.7.sf min. opening with 44" max. sill height)
zirtoke Detectors (in each seeping room, outside in immediate vicinity and on each story/basement-
fit levels (W/o doors), only on upper floor --all interconnected without a disconnecting switch)
Foam Plastic (meets requirement of R318)
zVUater Heater Anch-orage(gas rover b' with flex water conn. shad torb� an�ha��d or strapped building)
/.Water Heater Vent (check air flow with return in, finished basement)
MPMUMMMMMMI
Ctvthes Dryer Ducts (solid metal ducts, no:screws in duct & vent directly to outside)
Duct Supports (metal ducts supported 10 P min spacing &, non metal as per manus. installation instr.)
Duct Insulation educt in non conditioned areas shall be insulated)
XCGas Line Supports spacing 10' for up to 314", 12' for over I " and &' for tubing up to 1 1/211