1987, 01-29 Permit App: 87000273 Addition(7N y — zri 8
(THIS IS NOTA PERMIT)
BUILDING PERMIT APPLICATION WORKSHEET
PLEASE PRINT AND COMPLETE ONLY THOSE PARTS OF THE FORM YOU UNDERSTAND
^OMPLETE IN INK
(Please return this original and your building plans to the Department of Building and Safety)
JnJucu MNtMJ Anc rVn ucrMn; IVICIN I /AL wC
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Project Number
N
Owner's Namey LAST FIRST MI
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Project Address (Street Name & Number) Zip
/>47 / C J3/ooM (#7, /e , e�.c_<,'4e,2r-s, /�%.v 92>»- 6
Applicantt /
Address J
City
State
Zip -
Phone
( ) 92.51- 93 9
Business Phone
I I I -l56— 47//3 4-/
Contractor/A ant/
x G/�61/e//l
Add
/707-V
ess /%
/3/5ar„- `j,i
City
�/T2/_ A/Ae/7PS
State
6-6.4
Zip
99 i 4
Phone
( ) % Z'-/-913?
Contact '
License Number (Required)
Business Phone
( )
Architect/Engineer
Address
City
State
Zip
Phone ..
Contact
Business Phone
( )
Lender
Address
City
State
Zip
Phone
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DEPARTMENTAL REVIEW
I certify that I have examined this application and state that the information contained in it and submitted
by me or my agent to compile said application Is true and correct.
Sign
GDate 2 - Cl7
ApprovedCond.
Approval
Approval
Hold
/y �% 9
Environmental Health Application k fro ! /
*--
r /
els 1— 4L.
'
W. 1101 College / /
Room 200 !r 7
N. 721 Jeffers ng
N. 721 Jefferson 0 ) SA -C k.
j
Engineers
N. 811 Jefferson
Utilities _
N. 811 Jefferson
Plan Review/Fire Prevention
N.811 Jefferson
r"30"81
f1)V
\Ai ."?1-AN's P.RC 3,e7u12Atat arpc AR ovcds s-r,wrpAikac. ve ,Nrsa) pews /-
cAin pew Be- /1S4EP. /-30.8'7 EJV
SE-- A-rrDeg -FAZ r%rv- qrnc,NIt cA—.(Utf°/
Other (SEPA/Critical Material/etc.)
Fast Track/Special Inspection Information
Project Representative
Phone
Address
I certify that I have examined this application and state that the information contained in it and submitted
by me or my agent to compile said application Is true and correct.
Sign
GDate 2 - Cl7
1t11\IIQUISTS( HA1t11,1' S.
crchitectu°rc anc other good thincs
spokane, wa gillette, wy
February 5, 1987
Recommendations for Lindell Residence Addition:
After checking the structural design for the addition as presently drawn
we conclude that the structure as shown is adequate with the -exception of
the long portions of the three beams supporting the second floor. These
three beams are undersized for their code -mandated design loads. We
recommend the following action be taken to correct this problem:
Center Beam: This beam is the existing ridge beam of the roof. As such,
the existing joists tie into the sides of it making it
extremely difficult to add additional 2x12's along side the
originals to increasebendingresistance. We are, therefore,
recommending that 2-2x4's be glued and nailed to the bottom
of this beam. Care must be taken to fully cover all binding
surfaces with a good wood glue. 2x4's are to be a minimum of
7 feet long (preferably longer), and splices in one layer of
2x4's are to be offset from splices in either of the other
layers.
Side Beams:
These new double 2x10 beams are positioned below the existing
joists so they can be increased by either adding 1-2x10 to
each beam and gluing and nailing 3-2x4's to the bottom of the
subsequent beam as above or they may have 3-2x10's added to
each beam and nailed in so that all five 2x10's act as ohe
beam.
Do not load the new second fioor untll the above actions,have
The existing 4" concrete slab' with welded wire fabric Cs
carry all forces placed on it'by:the bearing wall resting on
due primarily to the`effect'of the•wal-L spreading the forces,
'length and to the:_reinforcing' effect.;of;the`fabric:•*;,.
'Respectfully submitted
RUNDQUIST & HARD,'-P;S':
i niothy
V
been`taken.''-
suff•icientto:
it. yjhis.,is,..<
out alongits;»
north 10 post /, suite 734
09=838=4255 "'':
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