HomeMy WebLinkAboutCHECKLISTS - 05-00363 - 672 Centennial Loop - New SFRRESIDENTIAL PLAN CHECKLIST
(2003 International Code)
laResidenti1
Date: W"-- -
Building Perrnit Number: e�:),5-eFc> eme%
Projectr���,,� ��c�_ -
Job Address.
7Z,� �
-
Zoning: LM Nuxnber of Stories:
Basement, Yes No / Fin. Unfn. Fixttires; �z.."
Floor Area (s finished, /A3 41 -unfinished
garage
Valuation..
Permit Fee: Plan Check Fees
The following Wnunerl-jts based on the 2003 edition of the lrrterrlatfona{ ResjC1e17Ija1 Code should be resolved
before a buzlding permit 's
1 issued. This Correction Iist is not a building permit. The approval of plans and
speel ications does not permit the Violation of any section of the Intematipfla1 Residential Code or any federal,
state or local regulations.
PLAN CHECK
A*,Yl
, an
s
To Scale Zle
/Plot Plan Y lood Plain
Floor /Foundation Plan
Section showing construction details
Z All Building Elevations
Design Criteria identifed on plans (shall be S Wind 85 m.p.h.,,, Snow
Truss Calculation Sheets & f-FVIoor Joist De s
�Mechanical Des' ���" � ;� ,+ �
/Energy Calculations (R320 & Ch I I
35 1b. Per sq ff.)
B. Zoning,Ceheck one - in some, cases LDR2 and MDR may apply)
LDR LDR1 Lot area - LDR- 12,000 sq. ft. min. (width 80 ft. miLDR1--CIL
(width60 ft. min.).(LDRI duplex - 10 000 m ft ml*n ) n) & sq. j -L. min
C. Use
Ingle Family Duplex (LDRI only - Conditional use
emit
D. ,Set Backs (taken from eaves)
�'`Frr�nt set back 32 ft. fi-om,curb} :� �1ote: 60% min of front yard green
-Z Rear set back (LDR 25 ft. & LDRI,20 ft.)
S -des set backs (6" for every ft. of building height with LDR - 7.5' min., & LDR1 - 6min.)
Building -Height (maximum 30 ft.)
E. F ootings
,!/Proper size (as per Table 4Q3. 1, use 1500 psf unless soil type is known? Table 401.4,1 for soil bearing}
,ebar (2-#4 continuous)
�y
Footing Depth X3 6" below finished. grade and 1. 2" below undisturbed soil ; 18to top of slab — interior)
F. Foundation
/Foundation walls tivl rebax (city ordinance)
1I2" Anchor Bolts with 2""x 2"x 3116" square washers (incl. interior bearing walls) R403.1.6.1
Foundation Drainage (foundations on sift soil shall be designed per 8405)
Damp proofing/Waterproofing to finish grade. R406.1 (fnd. extends b" min above grade.R404.1a6)
Crawl space access of 18"" x 2424"min. 8408.3 (may differ if n�ech appliance is in crawl space M1305.1.4)
�rCrawl Space Ventilation/Insulation =1 sf vent per 150 sf. (with moisture barrier
within 3' of each corner (insulate wars went to ins�.de of home) R408-2
Grading slaps array from house. R401*3
game
eismic Hold Downs and Braced Wall Panels (R602M,10)
�oors j oists sued as per R502-3, Wo od I -J" oists sized per man -Lift.
Joists Under load Bearing Partitions shall be doubled. 8502.4
."Girders sued per R502-5 or per rnanuf�. Tables for engineered products
� Cantilevers (comply with R5023.3 or manuf`r instruction)
1 sf. per 1500 sq. ft.) and
Floor Sheathing (314 min forloists 24" oc & 5/8"forjoists 16"oe) R
Wall (bearing and nonbearing) stud sizes, height & spacing per Table 602.3 (5) R602.3
� Headers in Bearing Nall shall be designed as per Tables 502.5(1&2) R 602.7
vel�.l
Roof Trusses (designed according to R803.10.1) 35 Snow and 90 mph winds
/Rafter and Truss tole -downs. (R802.10.5)
Attic Access 22" x 30" min, opening (8807)
H. rior Covering
Masonry and stucco shall have weather resistive barrier over exterior rhea
L Raaf Covering and Ventilation
_.,ZRoof
Ventilation as per R806
Asphalt Shingles (slope>112) w/ ice protection. (Other ty-ne:
(Local. Conditions)
thing 8703.2 & 703.9.1
to comply w/ R905.�
J. F*rewalls
GC�.ra�elHouse drywall �eparatiQn(protect exp. walls & beams supporting habitable spaced P,309.2
Door from Garage to House P 31$" sQ�id wood or sieel door, gar 24 min_ �ire-raced doom R309.1
=---Two Family welling Separation (1 hr fire separations Supporting structure also rated. R317.1
Twin homes & Townhouses (2 hr separation & 4.., overburn protection or Parapet) 8317.2
0j. -le hr walls parallel to and Within 3 ft ol'pro��rty line -x NQ openings. R302
Penetrations in previous 3 items to comply with 8317.3
K. General Requirements
�JDuse Numbers R321
/ Ha1f Openable 3,sf window or Mech. Ventilat
ion in bathrooms
W
ater closets,and similar, rooms. IR303.3
Interzar and exterior stair illumination shall comply with R303. 6.
� Bathroom Fixture_clearances campy with R307.2
Zone room at least X2 0 sf., ,/Qther habitable rooms 70 sf. min w1 a M*
n. dimension of 7 ft. R.304
*areas w/sluped ceilings less than Jft in height &furred ceilings less than i ft DD NOT compyl
*50% or more of the required area must be at least efthigh in MOMS Tv/sloped ceiling
qW
;p
1
Egress clearance from window wells under cant�Xeve�ed floors. R3�U.2
/.Glazing at Hazardous Locations R308
d
Emergency Egress in all sleeping roonas and basements with habitable space R310
ne re q -aired Exit Dear shall comply with R311A
rways R311.5*4, and each side of each e�teriox door. R311.4.3,� Landzngs at top and bottom of stai
Stair Ri7tainvay
. Rim �(7 314" max. rise & 10" min. tread., nosing req' d �f � 1 I "} �' Stair Width �3 b" min},
Headroom �.�' $„ nr�..��.� � drails X34"ta 38" above stair nosing) (R31 1.65)
�---especial conditions for circular, spzral ani winder Aairways and bulkhead enclosures R311-5-874
�S xrwa Froiection (enclosed accessible space under stairs shall be covered with x.12"
.� Y
Guardrails complying with 1231.2 Handrails complying with 12311.5.6
Smote Alarms (eac
h bedroom. and common area and one on each level) (R 3.13)
L. Energy
'0�
Hames with glazing < 15% of gross area of est.
drywall) R311e12
walls (Townhouses < 25 °/0) to comply wl Chapter 11 .
*Otherwise shall meet requirements af'IECC far res�ective building type. N11U1.2
/Vapor retarder on warm in winter side of wars, oiling and floors 8318
/*Water Header heat traps IECC 504.7
do
Duch sealing and insulation N110393&4 or IECC 5+3.3.3.3, 503.3.3.4.3
Flans mach quantities & values an a -passing" REScheck compliance report
M. Meehan cal PtAA-�-- toad ec-O
as appliances not in bedrooms, bathrooms, �.oilet rooms, or storage clas�ts G2406.2
Room access 24min widthlAttxc access clear opening 20x3O[Under floor no. 22x-""0. M130:5
Potential vent/connector offset > 75% of total height (Exception provided by G2428) G2427.6.4
r'
�D�`ye�' Vent length 25' max w1 S' transi#ion �-5' per 9� deg �u�ns) M15013
,_..Gas "point of delivery" and material used to dete�-rnin�e pipe s�zing. G2413
FINAL INSPECTION CHECKLIST
Date:
Project: 510A-��-�1�-�
Job Address: y 6eg:�-&-��,c� Z;0,.
Building Permit Number: ,o s an362S
The following comments based on the 20U0 edition of the Intemational
Residential
rpen1►ar4 h=frira an rlr+r+n�nr►nr.rr..�� ir, a..-.,-..... .J TL_:_. � _ __ _i _ _ • r .. ..
Cade shoed be
IyVVItlLw s.IrIVl1,.�„ v�,�,uNcatit,�I f.1�1ftIF�. R>l7JUCU. , n,s correction iEst is not a nuoCling permit. The approval
of Plans and specifications does nod permit the violation of any section of the Intemational Residential
Code or any federal,. sate or focal regulation.
OUTSIDE
House Numbers(visible ��'�1�'1 ��1�street)
Grade (yard is sloped away from fodndatio'n)
00010'Sidewaik & Landscape Strip 5'wide (1N1
6"'Of granular borrow (hili 12")) -,7' LS strip
ZFrout Setback Coverage 50%o min green
., Vllindows - Covers and Screens (shall be releasable or removable from the inside .for egress
Windaw Wells min. 24" clear (out and above} well
Kterlor Steps {7 3I4 " max. rise & 10- FF min. Tread}
;airway Handralls 4 or more risers or over 3D" (<4" may. spacing of uprights)
Guardrails (provide if over 3Q'" above floor/grade & 4" max sphere spacing for uprights
�andings (36" x 36" min.,(n'ot req. a� the topo� the stair if 7 a a doer does not swing over stairs)
r
ZT11resholds1
112" max. above floor or landing (7 314" max if doer does not swing over landing)
/' Posts (required to be treated, redwood or cedar if in contact of concrete 1 earth}
Roofing ono apparent leaks, installed properly and roofing as per plans.)
Masonry (lintels as per table ?03.7. 1 }
Roof Ventilation (as per plans)
INSIDE
,Agress Doors (a[1 egress doers must be able to open from inside without use of keys or tools)
Safely Glazing provided in all doors, within 24I of door arc and below 60" , & in tub enclosure
�Bathroom, Ventilation neither operable window or fan that Vents directly to outside}
Sinks, Bathtubs and Showers (check for caulking, operation and leaks)
Stairway Illumination (switch at fop and bottom)
Stairs (7 3/4 rimax. riser, 10 min. tread, (nosing 314" t0 1 114" with solid risers)
Handrails Cont (34" to 38", 1 1/2" to, wall, and grip 1'1143$ to 2F' p dia. upright jght < 4"Jrla'ngular space 6"'ix
Guardrails 36" high and continuous, Req'd 34" or more above grade or floor(, uprights 4" sphere max
spacing, triangular space 6" sphere max spacing}
/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 20'' width and 244j height, 5.7 sf min. opening with 44" max. sill..height).-
,too Smoke
Detectorsin each sieeping room, outside bn immediate vicinity and. on each stveylbasement-
split bevels (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. shalt be anchored or strapped to building)
Vent(check air flow with return in #inished basement)
'll�ater Heater
/6C[othes Dryer Ducts (solid metal ducts, no screws in duct & gent directly to outside)
/Duct Supports (metal ducts supported 10' min spacing & non metal as per rrianuf. installation instrj
/Duct insulation(duct in non conditioned areas shall be insulated}
Gas Line Supports spacing '14' for up to 3/411, 12'for over 1"and .6' for tubing up to 1 '!12
"
FRA. MINGIMECH. CHECKLIST
Date:
Project-
Job
Address:
Building Permit Number:
The following comments .based an the 2Q03 edition of the� International Residential Cade should be
resolved before an occupancy permit is issued. This"correc tio n' dist is not a bHildinn him_rmif Tip n,nnrnl:ni
� plans and specifications does not Perrr�i# the vi
of
Code or any federal, state or local regulations.
Exterior
Concrete Slabs (3 1/2 "min. thickness &A" gravel base min.) R506.'1
Braced Wall Panels (sheathing) (nail -or staple - 6fr v. c. of edges & 12" o. c. in: field) Table 602.3(1)
Xdequate uplift control of floor line {sheathing split on plate or 1 % X 35" straps 4' v. c. mudsill to studs)
Seismic hold-downs at gavage panels <4'wide MAPA narrow panel design if <2'8"}, hold-downs must be an
double stud or 3X with all nail holes filled. R602.10.4
Aoundation
waterproofing to finish gradeR406.1
Crew( space ventilation Isf per 150sf (wl Vapor b6'rnmer-Isf'per 1500s'
} within 3.' of darner R408.- � -2
Cripple Wafts hover 4' sired as 2 sto , under 14" must be soiidlrYy sheathed one side) Rfi02.3
Mud Silk (bolds in proffer location, nuts lightened, 213Y73x31J6-. washerscondi�Eonal ressur
( }, p e treated or
redwood, joints blocked or under studs at wall and gaps grouped or shimmed) R403.1.fi.1 1 Rfi02.1'�.1game-
X Floor Sheathing and nailing Typ. 3141[ T&G - 61q on edges & 121F in field {perpendicular to joist )
� Joisf Spacing and .Size(asper'plans)
Bearing (1-1/2" min.) & La(3in" min. where joists lap over wall or beam)
Notching de th-1/6 max., length -1/3 depth max., not in middle T/3, ends- 1/4 depth max.) TJI-NO
1
r -r-1
! atlon
of any section
of the
Intemational
Residential
Concrete Slabs (3 1/2 "min. thickness &A" gravel base min.) R506.'1
Braced Wall Panels (sheathing) (nail -or staple - 6fr v. c. of edges & 12" o. c. in: field) Table 602.3(1)
Xdequate uplift control of floor line {sheathing split on plate or 1 % X 35" straps 4' v. c. mudsill to studs)
Seismic hold-downs at gavage panels <4'wide MAPA narrow panel design if <2'8"}, hold-downs must be an
double stud or 3X with all nail holes filled. R602.10.4
Aoundation
waterproofing to finish gradeR406.1
Crew( space ventilation Isf per 150sf (wl Vapor b6'rnmer-Isf'per 1500s'
} within 3.' of darner R408.- � -2
Cripple Wafts hover 4' sired as 2 sto , under 14" must be soiidlrYy sheathed one side) Rfi02.3
Mud Silk (bolds in proffer location, nuts lightened, 213Y73x31J6-. washerscondi�Eonal ressur
( }, p e treated or
redwood, joints blocked or under studs at wall and gaps grouped or shimmed) R403.1.fi.1 1 Rfi02.1'�.1game-
X Floor Sheathing and nailing Typ. 3141[ T&G - 61q on edges & 121F in field {perpendicular to joist )
� Joisf Spacing and .Size(asper'plans)
Bearing (1-1/2" min.) & La(3in" min. where joists lap over wall or beam)
Notching de th-1/6 max., length -1/3 depth max., not in middle T/3, ends- 1/4 depth max.) TJI-NO
Bor-Ing (113 "d" max, >2" of fop or bottom or another hale or notch) TJ1 see. chart
� Cantilevers- Blacking, reinforcement, span and spacing as per plans.
IP
Joists Under Load Bearing Partitions (shall be doubled as per Section 502.3.3; if plumbing spice needed,
the joists shall be blocked 4' o. c.)
� Girders and Beams has per plans, nailed or mechanically connected to frame and proper bearing)
Joist Hangers(check location & nailed properly)
_Draft Stop (required for over 1000 sq ff. of unusable space of filooriceilling)
/Basement Walls (pressure treated or redwood silk plate properly fastened fro slab)
;Stair Opening (as. per plan& properly supported with hangers or walls)
Stairs (check rise- � 314" max., run.- 1 U'' min., rrari.- 318" max, width -3' miry. & headroom- 6'-g"}
Wall Layout (as per plans)
Anterior Wall, Stud Spacing (Soak bearing 'is same as exterior), 24" o. c. max.
Bearing Wall Window and Darr Headers Naillinq hedge lends}
./ Exterior Bearing Wall Stud Spacing - walls Carrying ' roof Toad on1 2x4 -1G" o -c. 12' max
9x4,24" o.r-. in, max,- 2x6-1 6" o.c_ 18' max- 2x6-24" o.c. 'I5' max, one floor &roof. - 2x4 15" o.c.
� Q'max., two fl o o rs & 11700f 2 x4 -'I 211 max 10' Fig 6 Q2.3. 2-(1-3))
double Top PNte Mints lapped min. 2'} or Single Top Plate (bearing Min 1" & adequately tied -at joints by
3" x6" sfeel plates wl 6 8d on nails each side)- R602.3.2
.Stud No�ch�n bearing 25°/a max.) BoriDg.40% max, X18" min. to edges (60% if doubled)
ZFFire.,Blocking- (roof space line at wail, concealed spaces &-at studs over 10') -
Firewalls
(between duplexes & garage/home) , firewall penetrations - elec. bores- rated, ducts
MENEM
26 gauge & not open to garage, door —20 minute: rated min.
Truss d.etaiis �3�# snow load and 90 mph winds} See truss. details
.Trusses(spaced and braced as per manufacturer)
�og
Rafter and Truss Tie -Downs and hanc lers
Rafters Lateral Support (block at bearing when exceeding,5 to 1 rule (2x12)
Roof Sheathing: Nailing ("M„ clips w1 71'! 6"), edges -6" a -c., field -12" O.C.
Attic Access (provide 22" x 3011 min. access where clear height > 30
"}
Roof Ventilation (standard 1/150 or 1/300 if 50 - 80% is 3above eaves)
Y� echanical (Rough Plumbing Insp. Donee � )
_Manufacturer's installation instructions are with the appliance (IRC 106.1.2/M1307.1)
Equipment gas shutoff valves in same room AFP exception) and within 6' of appEiance GC 409.5}
Sediment Traps (if not built into appliance) of furnace & W.H. (IFGC 408-4)
L
Duci PUPPO s and seated metal - < 10' spacing & Flexible -- < 4' max — (2" Sag in 4''}
Clothes Dryer Ducks (solid metal duds, rto screws extending into duct &gent directlyto outside)
�Duct insulation (insulation in non -conditioned Space)
� Room access 24" min width f Attic access clear opening 20x3O min {Under flour is 22x3O)(IMC 306)
Pressure Regulators (access, rented, dee fitting each side) (IFGC 4101
i
zGapipes not in ventilatingcir
orcirculating air duck (IFGC 404.1)
P6,
�Me#allic gas pip
e binds are smooth &fres from
buckling, cracks, or other damage (I
Pressure Test:
Gas Pipe Material:
Branch Lines: Lenath
•_V Gr
21 psi min duration Ib pressure drop
CSST
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Main Line ft Diameter
Diameter Appliance/BTU's (if known)
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