HomeMy WebLinkAboutCHECKLISTS - 06-00100 - 864 & 874 Parkside Dr - New TwinhomeRE-X.BURG-
Aenc4mr G or, I n t.v r, i t
SINGLE FAMILY RESIDENTIAL
City of Rexburg
Department of Community Development
19 E. Main Sta Rexburg, ID. 8344
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SINGLE FAMILY RESIDENTIAL
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City of Rexburg
Department of Community Development
19 E. Main St, l Rexburg, ID. 8344U
Phone (208) 359-3020 1 Fax (208) 359-3022
RESIDENTIAL PLAN CHECKLIST
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(2003 International Residential Code)
Date: 3 -off Building Permit Number: ol,
&q
Project:
Job Address: Shy
Zoning:. Gp2z Number of Stories: y Basement' es No /Fin. Unfin. Fixtures: / I& /
Floor Area s
( f):
N / - /7T(o + 1'77 mishedl., unfinished, 11,6LI-I garage
Valuation: $
Permit Fie:
$
Plan Check Fee: $
The following comments based on the 2003. edition of the Jnfernafional Residential Code should be resolved
before a building permit zs issued. This correction list is not a building permit. The approval of plans and
speciiica ions does not permit the violation of any section of the
state or local regulations.
PLAN CHECK
A.Plans -
XTo Scale
-ZT
l/
Plot Plan
Legible
Y'lood Plain
Floor / Foundation Plan
Section showor inconstruction details
�'"
All Building Elevations
ntemational Residential Code or any federal,
N� ��
N6 51zi i r
dec-ai
I S.
^' Design Criteria (shall be 'Identified on_pZans as Wind 85 m.p.h., Snow
-
Truss Calculation Sheets & loon Joist Details
Mechanical Design.
,,/ Energy Calculations (R320 & Ch 11)
�a�B. Zonin
LD
(width60,
35 lb. Per sq ft.)
, ne - in some cases LDP\2 and �MR mqv lyappfLDR� Lot axea LDR- 12,000 sq. ft. min. (width 80 ft. mi"n) & LDRI- 8,000 sq. ft. min
�(el�fi
LDRl duplex - 10,0007nI sq. ft. min.)
Yco , -9e
ngle Family
Duplex (LDR1 only - Conditional i.1Se
D. t Backs (taken from ewes)
Front set back (32 ft, from curb}
✓ Rear set back (LDPJ 25 ft -M
Sides
set backs (6" for every ft..
e
rm. it
Nate: 60°1a min of front yard green
)RT --20 ft.)
of building height with LDRI 7.5'min,
wilding -Height (maximum 30 ft.)
'bRX- i
'.
E. Footings
(as Siro er zeP'er Table 4 3.1, use 15QD psf unless soxx type is know`n, able 401.4.1 far sail bearingP
Rebar (2-#4 continuous)
Footing Depth (36" below finished grade and 12 below undisturbed soil; 18"' to top of slab J interior}
F. Foundation
Foundation walls vvl rebar (city ordinance)
� 12" Anchor Bolts with 2"x 2"x 3/16"' square washers (incl. interior bearing walls) R403.1.6.1
Foundation Drainage (fo-Lmdations on sift soil shall be designed per 8405)
� Damp proofing/Waterproofing to finish grade. R406.1 (fnd. extends 6" min above grade R404.1.6)
----Crawl space access of 187 x 24d" min. R408-3 (may differ if amech appliance is in crawl space M1 305,1.4)
`"`�Cxaw1 Space
wi.thin 3'
VentilationlInsulaian —1 sf vent per 15Q sf. (with moisture barrier 1 sf. per 1504 sq. ft.) and
of each corner (insulate walls vend to inside of hams
Grading slope away from house. 8401.3
G. Frame
Seismic Hold Downs and Braced Wall Panels (R602.10)
OFloors joists sized as per R502.3, Wood I-j'olsts sized per manufx,
(,-)Joists Under Load Bearing Partitions shall be doubled. 8502.4
Girders sized per R502.5 or per manufr. Tables for engineered products
Cantilevers (comply with R502.33 or manufar instruction)
Floor Sheathing (3/4" min for joists 24" oc & 5/8" for joists 16" oc) 8503.1
Wall (bearing and nonbearing) stud sizes, height & spacing per Table 602.3(5)
_Headers in Bearing ��all shall be designed as per Tables SQ2.5(1&2) 8602.7
Roof Trusses (desigyned according to
-I
Rafter and Truss tie -downs. (R802,103)
,Attic Access 22" x 30" min. o enin(R807)p g
8802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
H.;..Exteriar Covering
Masonry and stucco shall have weather resistive barrier over exterior sheathing R703.2 & 703.09,01
I. of Covering and Ventilation
,o� Roof Ventilation as per R806
Asphalt Shingles (slope>2:12) w/ ice protection. (Other type:
J. Fikewalls
,gLGarage,Uouse drywall separation (protect ext.
to comply w/ R905.--.)
wads & beams supporting habitable space) R309.2
� Uoor exam iiarage to House (1 318" solid wood or steel char, or 2.0 min. fire -rated door) R309.1
4�woF�milY 1welling Se a�atian (1 hx fre separa�ian� Suppor��ng structure also rated. R31�.1,
Twin homes & Townhouses (2 hr separation & 4' overburn protection or parapet) 8317.2
OTle,
-.0 hr wadsa..raileZ to and within "
p n J ft of prope�y limne'w/ Nfl openings. R302
ne�ratiprevious� .
vns 1n .� items to comply with 8317,3
K-,�eneral Requirements
House Numbers R321
Half Openable 3sf window or Mech. Ventilation in bathrooms, water closets, and similar rooms. 8303.3
Interior and exterior star ifflumu.natIon shall comply with. R303.6.
XxBlathroom
Fixture clearances cflmply with Figure R307.2
Z',eglne roam. at least 120,sf., � 70Qt��r habitable rooms �sf. min w/ a min. &mensi on flf 7 ft_ R304
*areas w/ sloped ceilings less than 5ft in height &fitrred ceilings less than 7ft DCS NOT comply
'S5 D% or more of the required area must be at least 7ft h iqh in roams w/sloped ceiling
J
Egress c�earan�e from windativ we11s under cantilevered floors. R310-2
/Z/GU.zing at Hazardous Locations W08
Emergency Egress in all sleeping rooms and basements With habitable space R310.
/Zlolne required Exit Door shall comply with 8311.4
Landings at top and bottom of stairways 8311.5.4,and each side of each exterior door. R311.4.3
Ze" Stair Ri s Run 7 3 14" max. rise & 10 " min. tread., nosing req' d if X 11 ") fair �V�dth (3�" min},
Stairway Headroom ��� S" min.} �ndrails (34"to 3S" above stair nosing)(R,�11,5)
---�pecial conditions for circular, spial and winder stairways and bulkhead enclosures R311.5.5
/Stairway Protection (enclosed accessible space under stairs shall he covered wzth 112" drywall) 8311.2.2
lee Guardrails complying with 8312 Handrails complying with 8311.5.6
Smoke Alarms beach bedroom a�.d
.con area and one on each level) (R 313)
L. Energy
Hames with glazing < 15°!0 of gross areaof exp. walls (Townhouses c 25%) to comply w/
*Otherwise shall meet requirements o` f IECC fof- respective btidding type. N1101.2
Vapor retarder on warm i�. winter side of walls, cez��ng and floors 8318
4 * Water Heate.r heat traps ECC 504v7
Z.XDuct sealing and insulation N1 103.3&4 or IECC 503.3.3.3, 503.3.3.4.3
Plazas match quantities & values an a "passing" REScheck compliance report
M. Mechanitcal
Gas a liances not in bedrooms, bathrooms, toilet rooms, or storage closets G2406.2l�P
Chapter 11.
Room access 24" min width/Attic access clear opening 20x3O/Under floor r.a. 2200. M1305
a
al-
3w� }
0 of wt-al-hei-g�-��-eepti-on-pr-ov-t
/./Drryer Ment length 25 max wl S' transition (-5' per 9 D deg burns} MI 501.3
0
FRAMING/MECH. CH
CK:LIST
Date:
Project.-
JobAddru?7%ss: �?���
Building Permit Number.
The following comments based an the 2003 edition of the Intemational Residential Cade 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 permit the violation of any section of the Intemationa! Residential
Code or any federal, state or local regulations.
Exterior
�Concrete Slabs (3 X12 " min. thickness & 4" gravell'base min,) R506,1
graced Wall Panels(sheathin��
g} �naf1 or staple , 6 0. c. at edges &
Adequate uplift control at floor line(sheathing split onpiafe or 1
1211 o. c. in field) Table 602.3(1)
'/ X 36" straps 4' o. c. mudsifl to studs}
fuiu-uuwns, az garage panes <4' wide (APA narrow panel design if �Z'8"}, hold dawns must be an
double stud or 3X with all nail holes filled. R602.10.4
EEEEWV--�
Foundation waterproofing to finish gradeR406.1
Craw! space ventilation lsf per 150sf {w1 vapor barrier 'I sf per 1500sf) within 3' of corner R408.1-2
Cripple Walls hover 4' sized as 2 story, under 14" mus # be solidly sheathed one side) R602.9
, Mud Sill (bolts in proper location, nuts tightened, 2°'x23Tx311 G" washers (cond'tiona]), pressure tr'eate""d'
o
redwood , joins bi ocked or under studs at wa!! and gaps grouted or shimmed) R403.1.6,1 l R602.1 1.1
Frame
ZFoor Sheathing and nailing Typ. 3/4" T&G - 6" on edges R 17" in fialrl lncrr' onAfI...
/011"' V f-; " ik-FU 01 LU JUItit )
ZJOiSt Spacing and Size (as per plans)
_Bearing (1-1/2" min.) & La pping (3" min. where joists lap over wall or beam)
.....Notching (der)th-1/6 max., length -1/3 depth max., not in middle 1/3, ends- 1/4 depth'Max.) TJ"I-NO
-�g(1/3 Barin "d" max, >2" of top or boftom or another hole or notch) TJX seg chart
W_W�
.''cantilevers- Blockin , reinfor_cemespan. ands acro as per plans.
Joists Under Load Bearing Partitions (shall he 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)
,!Dist Hangers (check location & nailed properly}
Draft Stop (required for over 1000 sq ft. of unusable space at floor/ceiling)
,!/"Sasemeni Walls (pressure treated or redwood sill plate properly fastened to slab)
Stair Opening has per plan & properly supported with hangers or walks)
Stairs (check rise- 7 3141F max., run^ 10" min., vari,- 3f8" max, width -3' min. & head room- G' -g")
Vlla]! Layout has per plans)
Interior Wall Stud Spacing (load bearing is same as exterior), 24" a.c. max.
XPearing 1Nal! VIlindow and Doar Headers Nailin hedge lends}
/Exterior Bearing Wall Stud Spacing -walls car in roof load vn! 2x4-16 11 o.c. 12' max
2x4-24" o.c. I D' rnax,� 2xE-16" o.c. 18' max - 2x6-24" o.c. '16' max, one floor & roof:, -_2x4a_
10'max., two floors & rOOf; 2x4-12" max 10' (Fig 602.3,2.(1-3))
16 to ..
aoints lapped min. 2') yr Single Top Plafie bearing Min V & adequately tied at jo%nts by
Dauble Top Plate
3"x6" steel plates wI 6 8d on nails each side)'R602.3.2
Stud Notching max.)Sorin 40% mai, 518min. �a edges (60% if doubled}
Fire Blocking (roof space dine at wail, concealed spaces &.at studs over 10')
Firewalls (between duplexes & garagelhome) , firewall penetrations - elec. boxes- rated, ducts --
26 gauge & not open to garage, door —20 minute rated min.
Roof
Truss details (35# snow load, and 90 mph winds) See truss. details
Roof Trusses (space'dand braced as per manufacture�)
Rafter and Truss Tie -Downs and hangers
Rafters Latera! Support (block of fearing when exceeding 5 to 'I rule (2xl 2)
='
Roof Sheathing: Nailing ("H" clips w171'f 6"), edges -6" o.c., field -12" o.c.
Attic Access (provide 2211 x 3011 min. access where clear height > 3011)
0
11�
Roof Ventilation (standard 1/150 or 113Q0 if 50 - 80% is 3' shove eaves)
mechanical (Rou h Plumbing Insp. Done?
..Manufacturer's installation insructions are with the appliance (IRC 106.1.2/N111307A)
Equipment gas shutoff valves in same room AFP exception) and within 6' of appliance (IFGC 4D9.5)
Sediment Traps {if not built into appliance at Furnace & W.H.} 11l 4U8.4)
-r duck Supports and sealed metal - < 1 O' spacing & Flexible — c 4' max -- (2'' sag in 4'}
Clothes Dryer Ducts {solid metal ducts,
no screws extending into dict & gent directly to outside}
-/Ducf insulation in -
�an conditione
M
Room access 24" min width 1 Attic access clear opening 20x3O min (Under floor is 22x3O)(IMC 306)
.% Pressure Regulators (access, v,ented} tee fitting,each side) (IFGC 410)
�Gas pipes not in ventilating or circulating air duct VFGC 404.1)
Metallic gas pipe bends are smooth & free from
buckling, cracks, or other damage (IFGC 405.2)
i est: psi min duration
Gas Pipe Material: CSST
Branch Lines.: Length
ft
ft
fr
ft
ft
ft
ft
Sch40 MP
To POD
III
ft
ft
it
ft
ft
ft
Copper
Diameter
.. Ib pressure drip
Main Line ft Diameter
Appliarnce/BTU's
(if known)
p
C
m
rA