HomeMy WebLinkAboutCHECKLISTS - 05-00114 - 301 Pollard Ave - New SFRData:
RESIDENTIAL PLAN CHECKLIST
(20MMNMM���
03 International Residential Code)
Building Permt]LJMNber: O
Project: HT� �s Job Address:
Zoning0
:
Floor Area (s#):
Number of Stories: ) Basement: Yes No /Fin.
i_� so
fuiished,, 14'"'7 SC) unfinished, (o77S garage
ra
Fixtures:
Valuation: $ e( rj) Permit Fee: $ � 2.1 Z, l
S Plan Check Fee: $ � Z�
The following 2003edition, based on the ed�ti�of the Intemational Residential Code should be resolvedbefore a building pernut is issued. This correction Ixst is - not a bu�idznng permit. The approval. of phqns and
speei0 f canons does not permit the violation of any section of the Infer�atiot�al Residential Code or any federal,
stale or local regulation's.
ft
A. Pians
To Scale
Plot Plan
_Legible
Y / N Flood Plain
Floor I Foundation Plan
Section shaw�ng construction details
All Building Elevations
Design Criteria (shall be identified on plans as Wind - 85 m.p.h., Snow � 351b. Peers
q ft.)
-- Truss Calculation Sheets & Floor Joist Details
_Mechanical Design
_Energy Calculations (8320 & Ch 11)
B. Zoning (check one - in some cases 1,DR2_ and. MDR may apply)
LDRLDRI Lot area — LDR- 12,000 sq. ft. min. (width 80 ft. min)
(Va"' dth60 ft. min.).(LDRl durolex - 10,000 sq. ft, min.)
& LDRI - 8 ,000 sq. ft. min
��..�._�_ t.. •.. e_! fir._ - __;�„��s,', _ 'r
C. Use
Single Family Dup
lex (LDRI only - Conditional use pern�it?-
D. Set Backs {taken from eaves}
Firont set back X32 ft. from curbs Nate:
4M AL
Rear set back (LDR 25 ft. & LDRI 20 ft.)
Sides set backs (6" for every ft: of building height with LDR - 7.5' min., & LDR1- 6MM'.)
Building -Height (maximum 30 ft.)
Eu Footings
Proper Size has per Table 403.1, use 1
500 psf unless soil type is known, Table 401.4.1 for soil bearing)
Rebar (2-#4 continuous)
Footing Depth (36" below finished grade and 12" below undisturbed soil; 18`3 to to of slabinterior).
F,, Foundafion
Foundation walls wl mbar (city ordin.ance)
1/2"" Anchor Bolts with 2"x 2"x 3/1657 square washers (incl. interior bearing walls) R403.14.6al
Foundation Drainage (foundations on sift soil shall be designed. per R405)
Damp proofmg/Waterproofliner to fmish grade. R406.1 (fnd. extends 6" min above grade R404.1.6)
Crawl space access of 18" x 24" rMil. 8408.3 (may differ if meth appliance is in crawl space M 13 0 5.1.4)
Crawl Space Ventilation/Insulation =1 sf vent per 1. 5Q SL nth m:����'a'""�"�'`'
within 3' of each corner (insulate wars vent to inside of hone
_Grading slope away from house. R4013
G. Frame
Seismic Hold Downs and Braced Wall Panels (R602.10)
Floors joists sized as per 8502.3, Wood I -J oists sized per manufr.
Joists Under Load Bearing PartitiOns shall be doubled. R502-4
Girders sized per R502.5 or per manuft• Tables for engineered products
Cantilevers (comply with R502.3-3 or maaaufr mstru.ction)
I 501D sq. ft.) and
VI
`Floor Sheathing. (3/4" min forjoists 24" oc & 5/8"'forjoists 16" oc) 8503.1
_Wall (bearing and nonbearing) stud sizes, height &spacing per Table 602.3 (5) 8602.3
_Headers in Bearing Wall shall be designed as per Tables 502.5(1&2) 8602.7
Roof Trusses (desiZned according to R80210.. �.} 3� # Snow and 90 mph w�n.d� (Local Co'nditions) .
_Rafter and Truss tie -downs. (8802.10.5)
Attic Access 22" x 3011 rnin. opening (R807)
H. Exteritor Covering
Masonry and stucco
shall have weather resistive barrier over exterior sheathing R703.2 & 703.9.1
I.
Roof Coverm*g and Ventilation
Roof Vcntilafion as per R806
Asphalt SIiingles (slope>2:12) wl ice Protection. (Other type:
to comply w/ R905*�
J. Firewalls
Gara
,gefHouse drYwall separai-an (protect ext. walls & beams supporting habitable space) 8309.2
Door from Garage to House (1 3/8" solid wood or steel door, or 20 min. fire -rated door) R30901
Two FaInily Dwelling Separation (1 hr fire separatiQu) Supporting structure also raked. 8317.1
qa�Twin homes c� �aiv�houses �2 hr separation & 4' o�re�rburn pro�ectzan or parapet} R3 17.2
- - --- - -_ane hr walls parallel to and within ft of property- lime wI NO openings. 8302
Penetrations an previous 3 items to comply Vvi.fih 8317.3
K. General Requirements
Mouse Numbers R-321
Half Openable 3sf window or
Mech. Ventilation in bathrooms, water closets, and similar rooms. R303.3
Interior and exterior star �llumivatian shall comply with R303.6.
Bathroom Future clearances comply with Figure R307.2 _
C)ne room at least 120 sf.; Other habitable rooms 70 sf, m.zti. Irl a x�n, dimension of 7 ft. R304
`areas w/slaped ceilings'less than 5 f� in hein 0,/- 0,ght &Jurred ceilings less than-7ft DO'
NST comply
J �� U U• 11 vr U, vj irce req-uirea area must Pe at least )il-1-thigh in rooms w/ sloped �
etling
egress clearance from window weds under cantilevered floors. R310.2
Glazm"g at Hazardous Locations 8308
�rnergency Egress in all sleeping rooms and basementswith habitable space R310
One required Emit Doan shall comply with. R311,64
Landings at fop and bottom of stairways 8311.5.4, and each side of each exterior door. 8311.4.3
Stair Rise l Run (7 314" max. rise & 1011 min. tread', nosing req'd if <1 F") _ Stay Width (3 6'' min),
Stanway Headroom (6' 8" mina Handrails (34"to 3S" move stair nosing)(R311.51i
special conditions for circular, spiraj and winder stairways and bulkhead enclosures 12311.5.8
Stairway Protection (enclosed accessible space under stairs shall be covered with 112" drywall) 8311.2.2
Guardra.�ls complying with R312 Handrails complying with R31165o6
Smoke Alarms beach bedroom and common area and one on each. level (R 313)
L. Energy
Homes with glazing c 15°/a of gross area of exp. walls (Townho-uses < 25°l0) to comply wl
�~
*Otherwise shall meet requirements of lECC far respective building type. N1101-92
Vapor retarder on warm min pier side of walls, ceiling; and floors R318
*Water Heater heat traps IECC 504.7
Duct sealing and iiasulationN11039-3&4-or. ECC503.338-3,50333-643
Plans match quantities & values on a "passing" RESeheck- compliance report
Chapter 1 1.
M. Mechanical
Gas appliances not in bedrooms,, bathrooms, toilet rooms, or storage closets G2406.2
1 Room access 24' min width�'Attie access clear apen�ng 20x3O[Under flava r.o. 22x3O.1VI1305
Potential venticon�.ect�or offset ? 75% of total height (Exception provided by X2428) G242744
Dryer Vent lenge. 25' maw wl $' transition (-5' per 90 deg tams) M1501.3
_ Gas "point of delivery" and materi
al used �c� de�ermi.ne pipe sizing.: G2413
a
Date: mom-, 1
FRAMING/MECH. CHECKLIST
Project:
Job Address.,
Building Permit Number:
The following comments based on the 2D03 edition of the Intemational Resider��ial Code should be
resolved before an occupancy permit is [11s, ued. This correction list is not a buildin(I oermff Thp-;q rn..nr
of plans arad specifications does not permit the violation of any
Code or any federal, state or local regulations.
Exterior
min_ thickness & 4-" gravel base min.} R5Qfi.Il
C.Z—/ Braced Wall Panels(sheathing)_61' or staple.. ` 0. c. at ed es & 12" a. c, in field) Table 602,3(l)
i Adequate uplift control at floor line sheathing spit an plate or 1 % X 36" straps 4 a, c, mudsill to studs
f Seismic hold -dawns at garage panels <4' wide (APA narrow panel design if X2'8"}, hold-dow S must b� ori
double stud yr with all nail holes filled.. R602.10.4
•rFoundation waterproofing to finish gradeR406.1
"_'Crawl space ventil ation I sf per I 50sf awl vapor barrier '! sf per 1 500s with in 3' of corner R408,1.2
�.__".Cripple Walls (aver 4' sized as 2 story, under 14" rust be solidly sheathed one side) R602.9
_X Mud Silk(bolts intightened,,proper location, nuts washers (conditional), pressure treated or
redwood, joints blocked or under stuffs at waft and gaps grouted or shimmed) R403.1.6.1 1 R602ol 1 A
Frame
Floor Sheathing and nailing Typ. 31411 T&G - 611 an ede� & 12" �n field9(perpendicular to joist )
Joist Spacing and Size(as per plans)
� Bearing 112 11 min.) &.Lappinq (3"min. where joists lap over wall or beam
/.Notch'jng
(depth-1/6 max., length -1/3 depthmax., not in middle 1/3, ends- 114 depth max.) TJI-NO
Vf-O
section
o� the
1r��err�ationa{
Residentral
min_ thickness & 4-" gravel base min.} R5Qfi.Il
C.Z—/ Braced Wall Panels(sheathing)_61' or staple.. ` 0. c. at ed es & 12" a. c, in field) Table 602,3(l)
i Adequate uplift control at floor line sheathing spit an plate or 1 % X 36" straps 4 a, c, mudsill to studs
f Seismic hold -dawns at garage panels <4' wide (APA narrow panel design if X2'8"}, hold-dow S must b� ori
double stud yr with all nail holes filled.. R602.10.4
•rFoundation waterproofing to finish gradeR406.1
"_'Crawl space ventil ation I sf per I 50sf awl vapor barrier '! sf per 1 500s with in 3' of corner R408,1.2
�.__".Cripple Walls (aver 4' sized as 2 story, under 14" rust be solidly sheathed one side) R602.9
_X Mud Silk(bolts intightened,,proper location, nuts washers (conditional), pressure treated or
redwood, joints blocked or under stuffs at waft and gaps grouted or shimmed) R403.1.6.1 1 R602ol 1 A
Frame
Floor Sheathing and nailing Typ. 31411 T&G - 611 an ede� & 12" �n field9(perpendicular to joist )
Joist Spacing and Size(as per plans)
� Bearing 112 11 min.) &.Lappinq (3"min. where joists lap over wall or beam
/.Notch'jng
(depth-1/6 max., length -1/3 depthmax., not in middle 1/3, ends- 114 depth max.) TJI-NO
Boring ( "d" max, >2" of top or bottom or another hale or notch) TJI see chart
//"*Cantilevers- Blockir��, reinfarcemspan ands acro as per plans.
. J�oists Under Load Bearing Partitions (shall be doubled as
the, joists shall be blocked 4' a. c.)
per Section 502-3.3,'if plumbing space needed,
/'0 /'0-irders and Beams has per plans, nailed or mechanically connected to frame and proper bearing)
'Joist Hangers (check location & nailed properly)
`�l]raft Stop (required for over 1000 sq ft. of unusable space at floor/ceil'Ing)
/-0'0
(pressure treated or redwood sill plate properly fastened to slab)
Stair opening has per plan & properly supported with hangers or walls)
Stairs (check rise- 7 3I4" max., run- '10" min., aarii.- 318" max, width -3'
zep"Wall Layout (as per plans)
Interior Wall Stud Spacing (load bearing is same as exterior), 24" a.c. ZBearing VVall Window and Door Headers Nailing (edge lends)
WMM--
41
min. & headroom- +6'_8"}
Exterior Bearing Wall Stud Spacing - walls carrvinq roof load o2x4-'i6"_ o.c. 12' max
2x4-24" a.c. 10' max,- 2x6-16" o.c. 18' mix - 2x6-24" o.c.
16'max,one floor & root - 2A 16" o.c.
10'max. , two floors 1& roofs, 2 x4-1 2" max 10' (Fig 602.3.2.(1-3))
Z"'OfDouble Top Plate {joints lapped min. 2'} or Single
3" x6" steel plates w1 6 8d on nails each side
Top Plate (bearing w/in 1" & adequately tied at joints by
R602.3.2
/.Stud Notching bearing 25°/o max. Boring 4D% max, 518" min. to edges (60% if doubled)
Fire Blacking (roof space line at wall, concealed spaces & at studs over 10')
Firewalls (between duplexes & garage/home) , firewall penetrations - elec, boxes- raked, ducts --
26 gauge & not open to garage, door —20 minute gated min.
Roof
.,russ details (35# snow load and 90 mph winds) See truss details
.410Roof/I Trusses (spaced and braced as per manufacturer)
;�01e;�` F2after and Truss Tie -Downs and hangers
Rafters Lateral Support (block at bearing when exceeding 5 to 1 rule (2x12)
_y Roof Sheathing: Nailing (°H" dips w/ 7/16"), edges -6" o.c., field -12" o.c.
Attic Access (provide 2211 x 3011 min. access where clear height > 30
"}
5.�
4
N
Roof Ventilation (standard 1175p or �I3pQ if 50 � S�% r '�,. s 3 above eaves}
Mechanical (Rough Plumbing Insp. Done? � }
Manufacturer's installation instructions are with the'
appliance CIRC 106.1
.
2/M1 307. 1)
Equipment gas shutoff valves in same roam AFP exception) and within 6' of applEance (fFGC 4Q9.5)
Sediment Traps (if not built into appliance) at Furnace & W.H. (IFGC 408.4)
�
Duct Supports and sealed metal - C I Of spacing & Flexible — < 4'
max — {2 sag in 4 }
f
Clothes Dryer Ducts (solid metal ducts, no screws extending into duet & vent directly fo outside
}
Duct insulation (insulation in non -conditioned Space)
F
.✓ Room access 24" miry width /Attic access dear v enEn 20x3O min Under floorP 9( is 22x3a}(IMC 3Q6}
Pressure Regulators (access, vended, tee fitting each side) (IFGC 410)
ZGas pipes not in ventilating or circulating air duct (IFGC 404ffl)
Metallic gas pipe pends are smooth & free from buckling, cracks, or other damage (IFGC 405.2j
Pressure Tess:
Gas Pipe Material-,
90 PSS min duration
CSST r40 MP hopper
Branch Lines: Length
ft
ft
`7
Pft
7 ft
ft
ft
To POD Diameter
ft�
ft
ft
ft ��J�
ft �/�
ft
ft
I b pressure drop
Main Line ft Diameter)
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Appliance/TUS cif known}
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Date.-
P roject: �/�,-� ,5
Job Address:
FINAL INTION CHEC_SSPECT
Building Permit Number: oS
The following comments based ars the 2D00 edition of the Intemational Residential Code should be
resolved before an occupancy permit is issued. This correction list is not a building permit. the approval
of plans and specifications does not ermi
P. t the violation of any section of the Intemational R�stder�ti�l
Code or any federal, state or local regulation.
OUTSIDE
zHouse Numbers(visible from the.street)
/Grade (yard is sloped away from foundation)
�Sidewalk & Landscape Strip 5' wide SWI 6" of g ranular barrow (hill '12")} --7' LS strip
rant Setback Coverage 60% min green
Windows - Covers and Screens (shall be releasable or removable from the inside foregress
/Window Wells min. 24" char bout and above) well
Exterior Steps (7 3/4 "
max. rise & IT min. tread)
�--,:-'Stairway Handrails 4 or more risers or over 30" (<4" mai. spacing of uprights)
Guardrails (provide if over 301? above floor/qrade & 411 max sphere spacing fog
p p' g uprights)
Landings X35" x 36" min.n�f req. at thei q top of the stair 1f a door does not swing over stairs)
m
/Thresholds 1 112" rnax_ above floor or landing (7 314" max if door does not swing over landing)
.f'
/Posts (required to be treaded, redwood or cedar if in contact of concrete 1
/Roofing (no apparent leaks, installed properly and roofing as per plans}
Z
".
Masonry (lintels as per fable 7,03.7. 1 )
Roof Ventilation has per plans)
earth)
INSIDE
Egress Doors (al[ egress doors must be able to open from inside without use of keys or tools)
Window Energy calcrs: match actual window
Safety Glazing provided in all doors, within 24" of door arc and below 6U", & in tubenclosure
Bathroom Ventilation (either operable window or fan that vends directly to outside)
Sinks, Bathtubs and Showers {check for caulking, operation and leaks}
Stairway Illumination (switch at fop and bottom)
/Stairs (7 3/411max. riser, 10"' min. treed, (nosing 314" to 'E 114" with solid risers}
/I ndrai[s Cant (34" to 38", 1 1 J2°" to wall, and c r�1 1l4" to 2." dia. u right < 411,triaDAular space +6" max)
Guardrails 35" high and continuous, Reqd 30" or more above grade or floor(, uprights 4"sphere mai
` spacing, j[ARgqW space 6" sphere max spacing}
arage (Dry walled and (aped, firewall penetrations and electrical boxes, door to house 20mirk. rated,
ducts penetrating firewall must be 25 gauge min. & not open to garage)
�" E gess UV�ndows (clear 2�'" width and.24" height, 5.7 sf min. opening with 44" max. sill height}
9,.
S/ /moke Detectors (in each sleeping room, outside in immediate vicinify and on each story/basement-
split levels M/o doors}, only an upper favor --all interconnected without a disconnectin.g switch}
Foam Plastic (meets requirement of R318)
ZWater Heater Anchorage (gas over 4'with flex water conn. shall be anchored or strapped to building}
Wafer Heater Vent (check air flow with return in finished basement)
/'Clothes Dryer'Ducts (solid metal ducts, no screws in duct & gent directly to outside)
//6u�t Supports {metal duets supported 101 min spacing & nog metal as per; manuf. installation instr.)
_Z' Duct Insulation (duct in non conditioned areas shall be insulated}
Gas Line Supports spacing, 101 for up to 314",
For
12'for over 1"and 6' fortubing up to 1 1/21'
VC