HomeMy WebLinkAboutCHECKLIST - 06-00481 - 591 Twisted Willow - New SFR(D
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FRAMING/MECH. CHECKLIST
Date.- (2,,l,**?6
Project: 124
all,
Job Address; sn� � 70;a Asko( G�� l��u-�
Building Permit Number.- 9(, Oo elrbe
The fallowing comments used on the 2n03 edition of the Intemational Residential Code should
be
resolved before an occupancy permit is issued. Thi§correction list is not a building permit. The approval
of plans and specifications does not permit the violation of any section of the International Residential
Code or any federal, stake or local regulations.
Exterior
Concrete Slabs (3 112 " min. thickness & 4" grave! base min.) R506.'!
fAtBraced W21[Panels (sheathing)- snail or staple - 611 o. c. of edges & 1211
o. -c. in field} Table 602.3(l)
Adequate uplift control at floor line (sheathing split on plate or 1 Y2 X 35" straps 4' o. e. mudsill to studs)
seismic at garage panels <4 wide MAPA narrowanel deli n i 'hold-downsp g f �2 $ }, must he on
double spud or 3K with all nail holes filled. R602.10.4
Foundation waterproofing to finish gradeR406.1
Crawl space venfilatian 1'sf per 1 50sf (w/ vapor barrier .1 sf per 1500s� with En 3' of corner RHOS:'! .2
Cripple Walls (over 4'sl'zed as 2 story, under 14"must be solidly sheathed one side) R602.9
Mud Sill {bolts in proper location, nuts tightened, 237x27) x311 6" washers (conditiona
redwood, Jaunts blacked or under studs at waf t and gaps grouted or .shimmed R403 ,1pressure
s treated or
R602.1 1.1
Frame
Floor Sheathing and nailing Typ. 314"T&G � 6" ane '�dges & � 2 in field (perpendicular to joist)
Jost Spacing and -Size has per plans}
-.,B�aring (1-1/2" min:} & L� in 3" min.
where joists dap over wall or beam)
._,Notching (depth -1/6 max., length -1/3 dept
h max., not in middle 1/3, ends- 114 dePthM'a,x.)-TJ1-NO
I
0000t
,orir�g �`I13 "d" max, >2" of top or bottom or another hake or notch} TJI see chartI-�
.'/�cantilevers- Blocki reinforcement, soman ands acin as per plans.
,,,,ZJoists Under Load Bearing Partitions (shall be doubled as per 4►ectian 5U2.3.3, if plumbing space needed,
the joists shall be blocked 4' o. c.j
.1�...Girders and Beams has per plans, named or mechanically connEfIcted to frame and proper bearing)
Joist Hangers (check location & nailed properly)
Draft Stop (required for over 1000 sq ft. of unusable space at f loor/ceiling)
.//OBasernent Walls (pressure treated or redwood sill plate properl)l fastened to slab}
Ztair Opening has per plan (Sc properly supported with hangers or rrvalls)
Stairs(check rise- 7 3/411 max., Tura- 10 " min., pari,- 318" m�ix, width -3' min. & headroom- 6,-8„)
1Nall Layout (as per plans)
interior Wall Stud Spacing (load bearing is same as exterior), 24" a.c. max.}
,Bearing Walt Window and Door Headers, Nailing hedge lends)
11
XPYfi=_rInr FPnrinQ Wall Stud Spacing - wars carnrinq roof load �only;, 2x4-16 o.c. 12' max
9ya_9a�# n r. 10' mix.- 2x6-1611 O.C. 18' max,- 2;�6-_24"o.c_ 16 marc, one floor & roof: - 2x4 16” o.c.
I O'max., twofloors & ro0f'-.. 2x4-12'2 max 10' (Fig 602.3.2.(1-3))
Double Top Plate 6o'nts lapped min. 2'} or Single Top Plate (bElar'ng Min 'I" & adequately tied :at joints by
3"x6" steel plates wl C 8d on nails each sideY R602.3.2
. Stud N otchi��b�aring 25% M2X.) Bonin 40% max, 5/8'' min. 1:v edges (60% if doubled)
/..Fire Blocking (roof space line at wall, concealed spaces & at studs over 10')
Firewallls'(between duplexes & garage/home) , firewall penetrations - elec. boxes- rated, ducts —
26 gauge & not open to garage, door --20 minute rated min.
Ro 1
Truss details X35# snow load and 90 mph winds See truss details.
�oof Trusses (spaced and braced as per manufacturer)
/Rafter and Truss Tie -Downs and hangers
.1
f� afters Lateral- Support (block at bearing when exceeding 5 to 1 rule (2x'1 2)
Raaf Sheathing: Nailing ("H"cl'ipsw/7116"),.edges-6"o.c.,fielcl-12 11
O.C.
/Attipc Access (provide 22" x 30" min. access where clear height > 30")
S
Roof Ventilation (standard 1115D or 1/30C, if 50 - 80% is 3' above eaves)
Mechanical (Rough Plumbing Insp. Done? }
.Manufacturer's installation instructions are with the appliance (IRC 106,1.2/M130701)
Equipment gas shutoff valves in same room AFP exception) and within 5' of appliance (IFGC 409.5)
1
_Sediment Traps (if not built into appliance) at Furnace & W.H. (IFGC 408.4)
Duct Supports and sewed metal - c 7 0' spacing & Flexible — < 4' max -- (231 i
sag n 4'}
Clothes Dryer Ducts (solid metal ducts, no screws extending into duct & gent directly to outside)
Duct insulation (insulation in non -conditioned Space)
Roam access 24" min width /Attic access clew opening 20x3O miry (Under floor is 22x3O)(IMC 306)
Pressure Regulators (access, vented; tee fitting each side) (IFGC 41:0)
Gas pipes not in ventilating or circulating air duct (IFGC 404,1)
Metallic gay pipe bends are smooth & free from buckling,
cracks, or other damage (IFGC 405.2)
I t:�Jtiul � I est: psi min duration Ib pressure drop
Gas Pipe Material: CSST Sch40 MP
Branch Lines: Length To POD
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
Capper
Diameter
Main Line ft Diameter
Appliance/BTU's (if known)
161,
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Buleldl', 89 Safety Department
79 F. Mo1
ir
Rexburg., Irk 83440
jan eflh@rexb urg. oro
Www.rur. c)r
Sln'ale Familv Resid
Seismic Design Category - D
Ground Snow - 50 lbs. per sq. ft.
Frost Depth — 3G"
a�, of sVA gVlg
M 208.3,59.3020
Fax. 208.359.3024
e"
CtTy ()F
REXBuRG
Ow
Arn_edca� -Ramily Comn�unity
Office F-Iours: Monday -Friday 8:00am-4:00p��m
ential Pre -Construction Checkllqt
- -,=- --%. _M_M6_N_ " %I.,
Roof Snow Load - 35 lbs. per sq, ft,
Wind Load - 90 MPH
TI) e }allawg 'inerrzs should be cam
pleted beforeyozi submit_11your buildinpr pe'wit applic_ntion.
C0122PIC tion of B ti-flding PemVt App'yca tioD: You may print this application from our website
wurw.rexburar.org or dick up a copy at the Cite Halt Annex Building (addresSL above).
For Residential Petmits: (the f(:)11()wingy- is required to be submitted before the Application cin be a rived
tom' 2 sits of site plans and 2 gets of buil9 pldinans �� �
-Plans must include foundation pian, door jo ist 1a�Tout, floor plan, r�oo£ IayQut, sectional views, front, back,
and side elevations, mechanical layout, stair details and any details xequirN/ ed to illustrate special construction.
Energy Compliance Renort: The State c�� Idaho has adopted the In�eznational Energy Conservation Code
(TFCC). A Compliance Review must be completed and subrxn'tted, (the rescheck software is av
at www.enex _ codes V . a�labl� or�l�ne
� Page 2 of the Application must include the Idaho Contractor's Re
must be completed and signed, see Page �.
N/Page 4 of the Ap..plication must be cornpleted and sivied b,
License is required for our files. y
Page 5 0f the Application must be completed and s
tngd-b
Mechanical Contractor's License i:� :requited for out files.
C17) mechamcal system sizing and design is required.
°�Page 6 of the application must be competed and sitedbi
Eleatician's License is required for our files,
nloo`Tiruss details including engineered floor joists are required.
fstration Number or the exemption form
our Plumber. A copy of the Plumber's
our Mechanical Contractor.
A copy- of the
our E ectrician. COp�T of the
Subdjv4sion's: If you plan to build in a subclivision please check the Re -x, -burg Development Cade for an
requirements such as, p1roperty setbacks, architecture board approval, etc. This information is available t Rexbur
ci"THall located at 12 N.Center. g
Ivew Residentral 110mes: If jTour building p ermut �s for a new home, you will need the parcel number a cel
tz�t�ber is the caun 's- ,roe zdenta 2caiion ?a���ic� recogniZes aplat of lana) and a newphysical address rvill be is � ���'����' fsued. If you
do not know the parcel numbear and cannot find a record of it, please bring the name off' the subdi�Tisi�nphase,the lot and block numbers. The carred location is vital to assuxe correct addxessin � and
g
.Remodels: If you are considering a remodel, a +c� of the bid or esrirnate for the remodel. must be subn�ttec� wi
the Permit Application,t
2 sets of Plans aye required (may need IECC Review).
Additions are the game requirements as new construction.
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