HomeMy WebLinkAboutCHECKLISTS - 06-00157 - 368 Eagle Ct - New SFRQ
Date,
RESIDENTIAL PLAN CHECKLIST
(2003 international Residential Code)
Building Pen -nit Number,* 06
Project:
Job Address. 3 � cam.
Zoning: Number of Stories: Basement:(
(Note unfinished ba
Floor Area (sf): OO finished.,
6a -,s No Fin. Unfin. Fixtures:
tints as special condition ori penuit)
unfinished /5'9-0 garage Mechankal Fee,.* z_c7 57
i ne ioiiowincy comments based on the 2003 edition of th.e 1nternationaf Residential Code should be resolved
before a building permit is issued. This correction list is not a buildil-ig permit. The approval of plans and
specifications does not permit the violation of any section of the lnfemaflanal Residential Code or any federal,
state or local regulations,,
PLAN CHECK
A.�dans 111
T(oScaleLegible
/]Plot Plan
Flood Plain
Floor / Foundafian Plan
Section showing construction details
-.,/-All Buiiding Elevations
Design Criteria (shall be identified on lans as Wind - 85 M. h. Snow - 35 1b. PeerPSq IL,)
(DI`russ Calculafian Sheets &L Floor Joist Details
GMechanicai Desigrl
Energy Calculations (R3,20 & Cb 11)
B. Zoning(cxrele one - new zoning designations adopted in 2005)
-''LDR 12,000 sf min. (width 80 ft. min)
LDR.2 8,000 sfmin. (wTidth 60 ft. min), Duplex 10,000 sq, ft. niin. merit
R_R2 21,78 sf ml*n. (width 1S0 ft min) Duplex allowed with Q.U.P.
ether(Ve�rifyI zooming requirements)
h C.U.P.
.a
C
�- U "I e
Single Family
""°`
Duplex.(LDRI only - Conditional usepernut ?
D. Set Backs (taken from eaves)
XFront set back X32 ft. from curb
ir
Note: 60% min of front yard green
ZRear set back (LDRI 25 ft. & LDR2 20 ft.)
i
,'JSides set backs (6" for every ft. of building height with LDR - 7.5'min., & LDRI - Cmin-)
.,LBuilding-Hight (maximum 3 0 ft.)
E. Footings
:o�
XProper Size (as per Table 40 3 . 1, use 15 0 p sf unless soil type i s known, Table 44 1. 4.1 for soil bearing)
Rebar (2--44 contixi_-Lioiis)
°-/+Footing Depth (36" below finished grade and
F. Foundafi*011
�Faundation walls w/ rebar(city ord�.�.aa�ce)
12"' below undisturbed soil; 18" to top of slab —interior)
-/q/2" Anchor Bolts Nvith 2"x 2"x 3I].6" square washers incl. interior bearing walls) R403.1.6.1
Foundation Drainage (foundations on sift soil shall be, desigtied per R405)
Damp pro ofing/Waterproofing to finish grade. R406.. 1 (ft -id. extends 6" min above grade R4 0 4.1.6)
-.,--Crawl space access of �. " (may�fYn
8 x 24" min. R40$.3 differ ech appliance is �n crawl space M 1 3 05.1-4)
a�
C_',rawl Specs
witht 3'
Ventilation/Insulation =1 sfvent per 15U sf-. (with moisture barrier I sr
of each comer (insWate walls vent to inside of home) 8408.2
:.Grading slope away from house_ R4,01.3
rS
rame
eismzc Hold DoNvns and Braced Wall Panels
(8602.10) 'r7pO��
Floors joists sized as per R502.3, Wood I -J" oisis sized :per mLmufr.
Joists Under Load Beafing Partitions shall be doubled, X502.4
Girders sized per R502.5 or per manuft. Tables for engineered products
---'Cantilevers (comply with R502.3.3 or manufr instruction)
er 1500-s
. ft.) and
g
0
Floor Sheathing (314" Min forJoists 24" oc & 5I$" forj-oists 16" ac) R503.1
_Z)Vall (bearing and nonbearing) stud srzes, height & spacing per Table 602.3(5)
eaders in Bearl*ng Wall shall be designed as per Tables 502.5(1&2) R602.7
, 0
Roaf Trusses(des'Igned according to
i
114IM-110-a
R802.10.1)"35 # Snow and 90 mph winds (Local Conditions)
ter and Truss tie�do�wns. �R$Q2.1Q.5)�Raf
/Attic Access 22" x 30" mxn. opening (R807)
-F
H. terior Covering
.
Masonry and stucco shall have weather resistive bamer over exterior rhea
Y. Ro,.of Covering and Ventilation
oof 'Ventilation as per R806
thing 8703.2 & 703.9.1
Asphalt Shingles (slop e>2:12) w/ ice protection. (Ofheftype: to comply w/ R905.�
J. Firewalls
'1�
Garaget'House diTvvall separation (protect est. walls & beams supporting habitable space) R309.2
Door frorn- Cto House (1 3/8" solid wood or steel door, or 20 min. fire -rated door) R309.1
'=wo Family Dwelling Separation (1 hr fire separation) Supporting structure also rated. R317.1
-"Twin homes & Townhouses (Z hr separation & 4' overburn protection or parapet) R317.2
`-"-One bx walls parallel to and within 3 ft of property line wl NO openings. 8302
Penetrations in previous 3 items to comply With R317.3
K. eneral Requirements
Howe Numbers 8321
Half Openable 3 sf window or Mech. Ventilation in bathrooms. water closets, and similar rooms. 83413,3
Interior and exterior stairillumination shall comply with R303.6.
aihroorn. Fixture clearances comply with. Figure R307.2
,•�On�e Hoorn at least 12Q sf.; Other habitable morns 70 sf. main wl a
min. dimension o
�areas w,1sloped ceilangs less than. )Jt in height & furred cei2in,�s less $%lClYl 7 ft DO SOT C11rinnIv
f 7 ft., 8304
*50% or more of the required area frust be at least 7ft high in rooms w/ sloped ceiling
-'M=-7-
Egress clearance from window wells under cantilevered floors. R310.2
Glazingat Hazardous Locations 8348
r�
,!`Emergency Egress in all sleeping rooms and basements with habitable space R310
4ne required Exit Door s11a11 comply Nvith R311.4
Landings at top and bottom of stai.rways R311.5.4, and each side of each exterior door. R311.4.3
. • Stair Ripe I Run (7 314" max. rise & 10'
Stairway I-Ieadroom (6' 8" min.)
M,
min. tread,, nosing req' d if <1 F) Stair width. (36" min),
Handrails (.3 4 " to 3 8" above stair nosi
3ng;}(R311_.5)
�Specxal cond�tians lour circular, spiral and winder stairways and bulkhead enclosures R311.5.8
Stairway Protection (enclosed accessible space under stairs shad be cowered with 112" dry�Ta��� R311-2.2
a Guardrails complying with R312
Smoke Alanns (each bedrooin and common area and one on
L. Energy
each level) (R,313)
Homes with glazing < 15°/fl of grass area of exp. wads (ToAAuhouses < 254/0) to comply w/
*Otherwise shall meet requirements of IEC 'fog resective building type. N 110 1.2
Va or retarder on vva�tn in winter side of walls ceilin and floors X31.8
p . g
Water Heater heat traps ICC 504.7
Duct sealing and insulation N1103.3&4 or IECC 5 503.3.3.4.3
Plans mach quantities &values on a "passing" R L-1 S check compliance report
M. Mechanical
as applimices not in bedrooms, bathrooms, toilet roams, or storage closets G2406.2
Chapter 1 l.
oom access 24" min �vvi&IalAttic access clear opening 20x'10/1Jnder floor no. 22x30. M1305
Dryer Vent length 2S' max Nv1 S' transition (-5" per 90 deg iurns)11Z1501.3
Flue chase shown an plans (B -vents not to be inside insulated walls Without insulation shield)
a
M
FRAMI-NG/M CH. CHECKLIST
Date: 17' - in�
Project: POV,�-�-
Job Address: (�o eA
Building Permit Number.- p / too /57
The following comments.based on the 2f103 edition Pf the International Residential Code should be
resolved -before an occupancy perm -it 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 Intemational Residential
Code or any federal, sate or local regulations.
Exterior
/.Concrete Slabs (3 1/2 " min. thickness & 41f gravel base min.) R506.1
�1 � raced WallPanels11 (sheathing) (nail or staple - 6" o. c. at edges & 12 o. c. in field) Table 602.3(1)
�6a4F
r' Adequate uplift control at floor line (sheathing split on plate or 1 1/2X 365 straps 4' o. c. mudsill to studs)
eismic hold-downs at garage panels �4' wide MAPA narrow panel design if <2'S" ,hold-do�rvns must be on
y
double stud or 3X with all Waif holes filled. R602,10.4
foundation waterproofing to finish grad-eR406A
Crawll space ventilation I sf per 150sf awl vapor barrier 1 sfi per 1500s� within 3' of corner 8408:1-2
CrEpple Wails haver 4 sized as 2 scary, under 14" must be Solidly sheathed one side) R602.9
0 Mud Silk (bolts in proper locaiion, nuts tightened, 2'-7X23TX3/16-T7 was (CO 1 ion@ ), pressure treated or
redwood, joints blocked or under suds at wall and gaps grouted or shimmed} R403.11.6.1 1 R602,1 I.I
Frame
/000 Floor Sheathingand naili n9 Typ. 3/411
11_001�r
ist Spaci-ng and -Size (as per plans)
zo� I
T&G - 6" on edges & 12". in field (perpendicular'to joist }
Blaring (1-11211 min:) & La in (.3" min. where joists lap over wall or beam)
,. Notching de th-1/6 max., length -1/3 depth max., not in middle 1/3, ends- 114 depth max.) TJI-NO
Boring (113 "d" max, >2" of top or bottom or another hole or notch) TJI see chart
/Cantilevers- Blocki reinfiorcement; span and spacing as per plans.
�oists Under Load Bearing Partitions (shall be doubled as per Section 502-3.3 ; if plumbing spare needed,
the joists shall be blocked 4' o. c.)
Girders and Beams (as per plans, nailed or mechanically cOnnected to frame and proper bearing)
Zioist Hangers (check location & nailed
Daft Stop'
-{required far over 1000 sq ft.
properly)
of unusable space at floor/ceiling)
./."'Basement Walls (pressure treated or redwood sill plate properly fastened to slab)
Mair Opening has per plan & properly supported with hangers or walls)
Stairs (check rise- ?` 3/4'' mix., run 10" miry., vari.- 318" mix, width -3' min- & headroom-. 61-81.')
/Wall Layout (as per plan's)
/Interior Wall Stud Spacing (load bearing is same as exterior), 24" o.c. max.}
/Bear -Ing Wall Window and Door, Headers Nail_incl (edge lends)
Exterior Bearing Wall Stud Spacing -walls carrVinq roof lead onl 2x4-16" o.c. 12' max
2x4-24" O.C. 10' max,- 2x6-16" o.c. 18'max,- 2x6--24-11 o.c. 15' max, one floor S� roZ_"
of: - 2x4 'I6" O.C.
10'max., twofloors & rOO 2x4-12" max 10' (Fig 602.3.2.(1-3))
//Double Tap Plate Ooints lapped min. 2'} or Single
3" x6" steel plates w! 6 8d on nails each side]
Top Plate (bearing w/in 1" & adequately tied.at joints by
R602.3.2
Spud Notching(bea9%rin25 max.} Bo-rir�q 40% max, 518" min.
to edges (60%'If doubled)
ire Blocking (roof space Eine at wall, concealed spaces & at studs over 10')
/Firewalls(between duplexes & garagelhome) , firewall penetrations - elec.
26 gauge & not open to garage, door —20 minute raked min.
Ro f
Truss details (35# snow load and 90 mph winds) Seg truss details
/Roof,
Trusses (spaced and braced2Sper manufacturer-)
after and Truss Tie-Downs2nd hang-ers
/[Rafters Lateral Support (block at bearing when exceeding 5 to 1 rule (2x12)
Roof Sheathings. Nailing ("H" clips w/ 7/16"), edges -6" o.c., field -1 2" O.C.
Attic Access (provide 22" x 3a" min. access where clear height > 3D")
boxes- rated, ducts
�-
Roof Ventilation(standard 111�0 yr �1300 if 50 -80%is 'r. 3 abase eaves}
echanical (Rough PlumbiDone?
ng Insp, }
Manufacturer's -installation instructions are with the appliance (IRC 1106.1,21M1307.1)
Equipment gas shutoff values in same room AFP exception) and within 6' of appliance (IFGC 4D9.5)
_Sediment Traps (if not built into appliance) at Furnace & W.H. (11FGC 408.4)
Duct Supports and seated
metal - c I O'spacing & Flexible — < 4' max — (2" sag in 4')
lothes Dryer Ducts (solid metal ducts, no screws extending into duct & vent directly to outside)
Duct insulation (insulation in non -conditioned Space)
/FR oom access �4" min width f Attic access clear opening-��x3� min Under Boor �s 22x3O)(INlC 3 0 6)
ti y
Pressure Regulators (access, vented, fee fitting each side) (IFGC 41Q)
_Metallic gas pipe bends are smooth & free from buckling, cracks, or other damage (IFGC 405.2)
ressure
Test: min duration Ib pressure drop
Gas Pipe Material.- CSST h40 MP Copper
Branch Lines: Length To POD Diameter
ft ft
ft ft
ft ft
ft ft
ft ft
ft ft
ft ft
Main Line ft Diameter
Appliance/BTU's (if known)
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-qtEBiJILDING SAFETY DEPARTMENT f
)WURG
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OW � E. Main (P0 Box �8D' a��n�� �n�_��a_�r��n x32
fRexburg, Idaho 83440
America's America's Family Community
www.rexbur .ar
office
Single Family Residential Pre-(
Seismic
Design
Category —
D
Ground
Snow
— 54 lbs, per
sq, ft.
Frost Depth — 3611
()6 001 �7
X68 Eagle Ct
Roof Snow Load
Wind joad — 90
MAR 2 4 2006 1 U)
1 ate jollowing items should be completed beJore you submit- your buil'ding permit app ication.
By
Completion of ac Building Permit Application: You may print this application from our websites
www.rexburg.org or pick up a copy at the Community Development Office (address above).
For Residential Permits: (the following is required to be submitted before the Application can be approved)
Uffo'ffir2 sets of site plans and 2 sets of building plans
r. A/ Ob
u energy Uampliance Report.- The State of Idaho has adopted the International Energy Conservation Code
OECC). A Compliance Review must be completed and submitted (the rescheck software is available
.online at www.energycodes.gov).
Page 3 of the Application must include the Idaho Contractor's Re ristration Number or the exemption
form must be completed and sig d, see gage 7.
LI/Page 4 of the Application must be completed and sx ned by,yo. r Plumber. A evpY of the Plumber's
cense is required for our files.
Page 5 of the Application must be completed and si ned bv_vour Mechanical Contractor, a copy of the
11 .1 0
/wicciianicat t,icense is requirea far our 'ties,
echanical system sizing and design is required.
Truss details i�c�uding engineered floor joists are required.��,.-� 7e- W ZAI 47 � it eet W-fi ;0/ C-- 0 A- r C!�- f / rtif ;ie,,cl
,Electrical I ermit: If your construction involves electrical, you will be required to purchase an eleirical permit
from the State of Idaho according to the State of Idaho Electrical Department.
• The Electrical Inspecioar can be contacted at (2Q8) -356-483Q or toll free 1-$0U-839-9239.
• The Electrical application is available at the Community Development office.
Subdivisions.- If you flan to build in a subdivision please Check the Rexburg Development Code for any
requirements such as, property setbacks, architecture board approval, etc. This inforn-iation is avaxlable at the
Rexburg Community Development Office.
New Residential Dames. If your building permit is for a new home, you will need the parcel number (a parcel
number is the county's property identification which recognizes a plot of lanc,� and a new physical address Will
be issued. If you do not know the parcel number and cannot find a retard of it, please bring the name of the
subdivision, phase and the lot and block numbers. The correct location is vital to assure correct addressing.
remodels: If you are consi'dering a remodel, a co of the bid or estimate for the remodel must be submitted
with the Permit Application.
• 2 sets of Phins are required (may need IEC Review).
• Additions are the same requirements as new construction.
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