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CITY OF REXBURG
BUILDING INSPECTION SEQUENCE
Type. of inspections: For on-site construction, from time to time the building official, upon
notification from the permit holder or has agent, shall make or pause to be made any necessary
inspections and shall ether approve that portion of the construction as completed or shall notify
the permit holder or his went wherein the same fails to comply with this code.
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LAYOUT.-- Lot corners staked, staking in place for building, prior to excavation;
2. FOOTING: Commonly made after poles or piers are set or trenches or basement
areas are excavated. Firms and horizontal reinforcing tied in place,
vertical reinforcing cut and on job site or tied in place.
3- FOUNDATION INSPECTION:
The foundation inspection shall included excavativns for thickened slabs
intended for the support of bearing walls, partitions, structural supports, or
equipment and special requirements dor woad foundations.. All forms and
reinforcing steel, etc., shall be in place.
4. PLUMBING, MECHANICAL AND ELECTRICAL:
Baugh inspection: Commonly made prior to covering or concealment,
before fixtures are set, and prior to framing inspection,
5. TRUSS INSPECTION.0
Inspections of trusses.
6 -di FRAME INSPECTION:
6 k2- y7o -su la -6 Commonly made after the roof, all framing, firestopping, draftstopping and
�►�+.s�, bracing are in ,place and after the plumbing, mechanical and electrical
, rough inspections are approved. (Electrical inspec ion performed through
State of Idaho Electrical Burea�}
7. LATH AND/OR WALLBOARD INSPECTI-ONk
Commonly made after all lathing and/or wallboard interior is in place, but
before any plaster is applied, or before wallboard joints and fasteners are
taped and finished.
8. FINAL PLUMBING AND HEATING INSPECTION:
All systems in place, fixtures set, ready for occupancy
9. SIDEWALK INSPECTIONS:
After farms are set, prior to placing concrete.
10. FINSPECTION:
Commonly made after the building is completed and ready dor occupancy .
11. 4PERMIT:
issued when, on final inspection, building is ready to occupy.
12., OTHER INSPECTIONS:
in addition to the called inspections above, the building department may
maks or require any other inspections to ascertain compliance with this
code and other laws enforced by the building department.
INSPECTION CARD
The perm -it holder or his agent shah post the inspection record on the job site in an accessible
and conspicuous place to allow the buildin officiai to make the required entries. The record
shah be maintained by the Permi� hoiden until the final inspection has been made and approved.
have read the above and will comply in my requests for inspections by giving 24 HOUR
NOTICE prior for inspections to be made.
Electrical: 356-483D Building: 359-3020 ex 341' or 313,
Plumbing: 359-3Q20 ex 341 or 313 or 359-3034
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Signature` r
Date:_ eeGG�'
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Mr. Brett Joneen
P.O. Box 847
Rexburg, 117 83"0
Re'. Workman Residenod
Rexburg, Idaho'
Dear Mr. Jenson,
Ci & S Structural Engineer
1800 John Adams Parkway
Sults 20a
Idaho Fella, ID 8:3401
have designed they rear wall of the dining room to resist they patentiai lateral fares from wind or
seismic., forces. The wall requires a minimum cf 2'-0" of shear Walt at both ends of the will. At the
foundation, 4 -Simpson HD5A holdown anchors are repu�red with Simpson SET apaxy tie with X18"
diameter retroAt bait" with 1 Q" minimum embedment, see ottachad pian. Each hoidown should be
anchored to e doubts 2x6 stud. Provide e 2x6 pressure treated Bili plate with a 2x6 silk plata above
for the wail io beer upon and holdowns and,anchor boft to be aftched to, 7/1 6" 058 sheathing
should be attached to the s hear -wall with x. 12 8" d lanleter x 7-1l2" nailR, (minimum size),, spaced 9t
4'" on center along each double stud, double gill plate, double top plate, and any other panel edges,
all edges are to be blwked. Provide 2"!c,;impsnn, cS16 cad straps at each double stud anchored ib
the holcowns. The coifed straps attach the rawer floor shear wall tQ the upper floor shear wall, see
attached elevation, If the above information fl; incorporatipd into the structure of the house, than this
portion of the building will conform tp the 2D09 lntern;ational Buildinf; Cade.
G& did not review or design any other aspects of the house not Mentioned above and does not
claim responsibility dor any structural Ite-ma Y the house, nor any mechanical, Ole owcal, or
arChitoctutral features., The structural design �s limited to a one t1mo use for the above referenced
project and none of the, desi'gn or portions of the design are to be used or roused on any ager
p roj e cts with utit t h e written ca n se n t of Ctru�tur�! En g Ineers. DWS to the I'm i#ed �cope tha# G & 6
Structural Engineers had ire thi3 proj'ect, our I:�it of jia�ijityin thit proleQt is $2440_ Please call if you
have any qwestions or it I can be of Niter ats1starrce.
slnoerely, E.)
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