BP6394-- -
._s ~r ~i~~ ~si t J'~2a,1 r~ ~ y `~~ 7 ~b2c~o• coo ~~~-
U ING PERMIT APPLICATION •P~°~,~;_~~~~
~(c~,C~~ ~~~~ Jurisdiction of City of Blair, Nebraska
~~Jc!¢~- W~`~' ~~~~ 218 South 16th Street
~~1~ 1 ~~'?; ~~ C~`~~ ~ Blair, Nebraska 68008 6 3 9 4
~~ ~~ ~/~ ~r ~e~o2 -4 9 Permit
RIr,~(1i- ~1 J r~..~
Application Date: ~ ~~ 2-~ `l ~ Issue Date: ~~ / 7 %~ Permit Fee: $ L}
JOB ADDRESS
~ ~~ N ~ I ~~ (~ v-~.n u~
LEGAL
1 ' DESCR. LOT NO. BLK• TRACT
^ SEE ATTACHED SHEET
2. OWNER AILADDRESS ZIP
i Ian So ~~~~n .sc~mQ PHONE
I-I•~.~'~~~
CON ACTOR MAILADDRESS PHON
s. ,~rec~ A m ~t'i carp ~~~ `b ~`n inc. :3e~ ~C n! , 0`~ LICENSE NO.
1 mc~'~ ~ ~ ~ ~~ ~ ~~ ` ~ - 7~ 7~
4. USE OF BUILDING P
~QZ I
5. Class of Work: ANEW ^ ADDITION
^ALTERATION ^ REPAIR ^ MOVE ^ REMOVE
^I
6. Describe Work: ~L~ ~~m ~ CJ1(~y-~~°~16Y~
7."5~:~~ootage of Structure fmdudmyBagemenl`andGeragej: ~ ~ ~ ^ l~
8, Change of Use From: Change of Use To:
g, Valuation of Work: $ )'Z~ ~1 g 2 _ i-.f-
10. Floodplain: Flooawey Yes^ No ^ Dev. Permit
Fringe Yes ^ No ^ BFE Elev. Cert.
11. Current Zoning:
12. State Fire Marshall Required: Yes ^ No^
13. Special Use Permit Required: Yes ^ No ^
14. Variance Required: Yes^ No^
15. Minimum Setbacks: Front Side Rear
16. Sidewalk Required: Yes^ No ^ Waiver Approved _
APPLICATION ACCEPTED BY I PLANS CHECKED BY
Site Plan Attached ^ Complete Plans Attached ^
Approximate Completion Date
Inspections Required and Fees
Utilities
Sewer Tap Water Tap
Sewer
Septic
' NOTICE `~' '
Separate permits are required for electrical, plumbing, heating, ventilating and air condi-
tioning, and septic systems. By my signature below, I achnowledge that payment of the
building permit application fee does not constitute issuance of this building permit. I further
agree that construction covered by this permit application shall not be commenced until I
have received a copy of this application form signed by the Building Inspector and stamped
'APPROVED'.
I hereby agree to perform the proposed work in accordance with the specifications set forth
above and i ccordance with the codes/ordinances of the City of Blair and the State of
Nebraska. n erstand that this permit is void if work is not commenced ~ thin 18p days
or is~pE p ted within 2 years oJ~tiate ofjs~sue.~, ~ ,
~TCN~`17i~E OF OWNERjCON7'Fi7\G'fl'3~OR AUTHORIZE6~ENT
SIGNATURE OF OWNER (IF OWNER BUILDER)
WHEN PROPERLY VALIDATED (IN THIS SPACE) TF~IS IS YOUR PERMIT
Comment: I Approved By: ~ ~~
~~~~ ~~
ISSUANCE BY Footings'~~f'h `~ ~ D all
7.„ (before finish)
Framing ~ Final
Rough-in ~0~~5' Fixtures
Final G ~ Permanent Service
Temporary Service
Rough-in
Final -
Plumbing
Ground Work ~
DATE Rough-in Final
Water Service
- Remote
Building ~~,~ ~~ ~
Electrical--
Mechanical
- ABC _
POUNDS PRTO: BIeIr, NE / Rev. 10/91
• ~ ~ ~w ~ QG' 1~~~" Job Number
AGREEMENT
C~re~t American Distributing, inc. 1406 North 102 Avenue • Omaha, Nebraska 68114
402-731-7777
PROPOSAL SUBMIT~~,\ ~ ~~ C
i DATE ~ '"]~~ ..•--
[' JOB DIRECTIONS
STREET ADDRESS Q / ~
C1 ' ~ k'~r~
11
'
" -J3. y a __
t ,_,' h
,
~
CITY, STATE AND ZIP CODE ~ ORK Pli NE
SALESMAN'S SIG RE
G. -~ , WORK PHONE
WE HEREBY SUBMIT SPECIFICATIONS AND ESTIMATES FOR:
YEAR HOUSE ( PLEASE MARK PATIO SIZE MATERIAL SPECIFICATIONS PERMIT
WAS BUILT _ ALL SIZES ppOJ. WIDTH HGr. AND COLORS
MOVES
TE
TEARDOWN ~ O.D. SLAB ROOF: WHI DRYER VENT Q
~ ~ FASCIA/ WHITE
REMOVE EXISTING SLAB ~ INSULATED FLOOR TRIM: ~ BRONZE SPIGOT [~
FOOTING Lf. ~ WOOD DECK
FRAME ~' WH
[~
f
PIERS - no. a '~' WALLS ~~ , COLOR: ~ ONZE
I I(I~
K XT R OR INl'ERIOR
BRICK OR BLOCK I.i. ~ ROOF ~ ,
,
F
, `~ (YCG.~~~ ~d1~ jJ1i f\l;A~
`
~
'~
PRICING
~` j ~ ~ W
`
~
BREAKTHRU
MICROBLINDS (col ~
STANDARD ELECTRIC
FINISH BACK WALL ~ DOOR ~/
SKYLITES - no. ~
OTHER ELECTRIC
STEPS - no. ~,
°°+~-- SKIRTI
t
BAY WINDOW ~
BLINDS
'
RAILING Lf. ~ ROOF$TYLE
~~ TOP
COLUMNS • no Screen
WALL SI~d/LE 2' 3"~~ ~ TRANSOM
. ~
BEAMS - no. []
WINDOW OPTION SG IG WW II ~ BOTTOM
WINDOWS ~ CUSTOM ,
OTHER WORK '° ~ r ,n ~ ~l'1, 0.. ,.-~ ~ ~~o n (f\ ~~i ~~r~, ~c.~V`~l ~ 1 ~~~ rrn 1 ~• _
ESTIMATED PRICE
1'~ ~ ~ ~4
i/~ ~`1 ~ ~~-l" 1\VJ,~,~~h\h ~ ~y/~ ~ ~~~ rvrr~~ rn~v~-~/.~
WE PROPOSE hereby t nlah material and labor -complete In accordance with the above speclficetlons for the sum of: ~ 1
PAYMENT DOWN PAYMENT UPON JOB START UPON JOB ERECTION UPON JOB COMPLETION INITIAL
AMOUNT ,~ Q 1 -'~ ~ ~r. _ ~..'~c _ ~ ~ ~ '1
BUYER AGREES TO PAY FOR JOB IN FULL AT TIME
COMPLETION
REJECTION OF PROPOSAL
GREAT AMERICAN reserves the right to cancel this order if engineers decide the job as sold will not afford proper installation.
Authorized Signature Date
ACCEPTANCE OF PROPOSAL You, the buyer, may cancel this transaction et any time prior to midnight of the
third business day after the date of this transaction. See attached notice of can-
The above prices, specifications and conditions are satisfactory and are hereby accepted. __„_„__ ,__~ .__ __ ___,___..__ _. -~•- -•-~- ~
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i S UN ROOM C ON~C E P T S
F L O O R PANEL
~ P O S T AND BEAM S U P P ORT S Y S T EM
ERIOR
M
wAL~
M
' FLOOR PANEL
D-
6 x 6 TRT'D POST
-CONCRETE PAD
e~tun~ r can •.~ ri nnn nuiri
f DEPTH
:DUIRED
AREA.
' ~
M
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t art
R SIMPLE BEAM R
M ,
:.
s- ~ ~w
RE I I _ ~RC ~RE
~` t 2) SPAN BEAM
r'
SIMPLE SPAN BEAM
SIMPLE SPAN PANEL
SIMPLE SPAN BEAM
(2) SPAN PANEL
(2) SPAN BEAM
(2) SPAN PANEL
' (2) SPAN FLDOR PANEL
FLOOR PANEL SPAN TABLE
(SIMPLE SPAN)
PAtJEL CONFIGURATION:
Top Facing 7/16" O.S.B.
Core 5 5/8" Polystyrene
Bottom Facing 7/i6" O.S.B.
Live Load on Panel - 40 psf
FOAF•1 DENSITY____ __~--
Deflection ----
-------~--------~--- 1.0`pcf
---- 1 .5 cf
- 2.0 cf
L/180
--- 13.3 14.4 --
L/240 _- _^_-- -11 .2 13.2 14.0
L/360 8,6 __ I __
*- Span length in feet goverened by deflection.
h1ATERIALS PROPERTIES:
Polystyrene Core
Density 1.0 Lb. 1.5 Lb. 2.0 Lb
Shear psi
13-22
26-32 .
33-37
Shear P~lodulus psi 230-320 460-500 600-640
Modulus of Elasticity psi 180-220 320-360 460-500
Oriented Strand Board (O.S.B.)
Modulus of Elasticity 994,600 psi
Tensile Strength 469 psi
Compressive Strength 583 psi
I hereby certify that the structural
design was prepared by me and thai
I am a duly Registered Professional
Engineer in the following listed
States:
,~12.G~-~! ~'l
Harland C. Zenk, .E.
hin . 5743
Ia. 5593
Sd. 1538
lJi . 10004
l~Jy . 3 621
1~, ~ Sun Room Concepts
~ Po.,eE~~,e...~ i
. , ~, , " Patio Enclosure
.,~.
~ i
• .~ .
~.
Sun Room Concepts
Post & Beam Framing Tables for Panel Floor System
Page 4
End Wall Beam - Simple Span Beam - (2) Span Floor Panel
Room Width Length Beam Size R
10 12 (2)-2 x 12 1930 lb.
11 12 (2)-2 x 12 2123 lb.
12 12 (3)-2 x 12 2316 lb.
10 14 (2)-2 x 12 2249 lb.
End Wall Beam - (2) Span Continuo us Beam - (2) Span F loor Panel
Room Widt h Length Beam Size RE RC
13 12 (2)-2 x 8 941 lb. 1568 lb.
14 12 (2)-2 x 8 1013 lb. 1689 lb.
1,5 12 (2)-2 x 10 1086 lb. 1809 lb.
16 12 (2)-2 x 10 1159 lb. 1930 lb.
17 12 (2)-2 x 10 1229 lb. 2051 lb.
18 12 ~ (2)-2 x 10 1303 lb. 2171 lb.
19 12 (2)-2 x 12 1374 lb. 2291 lb:
20 12 (2)-2 x 12 1448 lb. 2412 lb.
13 14 ~ (2)-2 x 8 ~ 1068 lb. 1779 lb.
14 14 (2)-2 x 8 1149 lb. 1917 lb.
15 14 (2)-2 x 10 1232 lb. 2054 lb.
16 ~ 14 (2)-2 x 10 1314 lb. 2191 lb.
17 14 (2)-2 x 10 1397 lb. 2327 lb.
18 14 (2)-2 x 12 1479 lb. 2464 lb.
19 14 (2)-2 x 12 1561 lb. 2600 lb.
20 14 (2)-2 x 12 1643 lb. 2738 lb.
13 16 (2)-2 x 8 1195 lb. 1991 lb.
14 16 (2)-2 x 10 1286 lb. 2144 lb.
15 16 (2)-2 x 10 1379 lb. 2297 lb.
16 16 (2)-2 x 10 1470 lb. 2450 lb.
17 16 (2)-2 x 12 1562 lb. 2511 lb.
18 16 (2)-2 x 12 1654 lb. 2658 lb.
19 16 (2)-2 x 12 1746 lb. 2910 lb.
20 16 (2)-2 x 12 1838 lb. 3062 lb.
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PANEL SELECTION CHART
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V2• H ¢• YIN. AORC
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O ROOF FANEL TO WALL CONNECTpN
B,
5.162:
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RJOF PiNEL ROOF Y.NEL
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_ V 5-1625
GABLE ROOF PANEL TO ROOF PANEL CONN.
S• KDi ~ r WALL PGh'EL
DO OUTSIDE CORNER DETAIL
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OPTION:: w000 TAIM •~
0 FACIA TRIM GEiAIL
0 TYP. ROOF TO WALL CCNNECTgN
way ::h'E:1 ~. wIN:Ow
.. .•
5.1391 S• 1396 5.1795 ~ ~- 5.1397
O WINDOW JAMB DETAIL
NOTL•S:
I. Enclosure system !s limited [o retreattonal and
outdoor living purposes and is not to be used as
a ur port, garage or habitable room.
2. Enclosure system to be installed under any patio
cover approved for enclosure per Chapter A9 of
the U.B.C. or equal.
7, Fasteners shall be SOSb Aluminla^ "pap" rivets
with taboo steel plated tindrel, sheet aktal
strews shall be sizes shown of stainless steel,
tint plated, galvanized aseal ar 20?9-T+
Aluminum.
4. All structural components of this mnclosure
system (except solid panels) are of alloy b
tempered 6067.73 unless specltically noted
otherwise,
5. Solid wall panels shown shall comply with the
report currently recognized by the I.L.B.O.
research comai[tee or equal,
6. Each enclosure shall have pertinently affixed an
identlfita[lon tag, giving the name and address
of the tinuf+ctunr and deign load.
), L}1e:e the enclosure is required to be left open
per Set[ion X901, Lhe open area o: the longer
wall and one additional wall shall be a minimum
of 65x of the area below a minimum of 7'•0" of
each wall skasured from the floor.
8. Bearing system mullions have been designed for
full designated wind load acting 1n combination
with bOZ of the designated snow load per Section
?J11 (3) of the U.B.C.
9. 4'alls have been designed for wind load o: 80 mph
for walls not to exceed 10 feet in height.
10. Roof has ~g designed for 70 6 40 psi live load
re. 'E'd~la ~~nw,,~, p l_:tat!ons, for
oE~~ p "°"Az fc: s ar.
.,,;,~,-,.,,y,il;clnaT~~reater than inose shown consult
5.1403 .`~ (~ . ~. ,, ~~ ri
Il:,ifitlo enclosure to be'[sssmbled in ucordance
?uvith fLbns~tA~t~i~tihua~a,'-_
~-
~~ f
f C
~~ Ci: f:EF,,,,x, `~~..
~~,~~"„m..n,r1 nnatvnA
p F rt{' S ~~~~~II _
:~:, h
I hereby certify [hat this plan vas prmpared Dy
ee or under my direct superv Ufon and that I am a
duly Reglstued Professional Engineer under [he
lava of the following listed Slates.
7/k~~C ~~
Dare ~
w 7s47 IL 062-046415
IA SS97
SD ISIS
~^ 10004
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FEMALE SNAP•LOCK MALE SNAP•LOCK
PART ND. 5-1395 PRAT N0. 5.1396
3.075"
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OUTSIDE CORNER
PART N0. 5.14 D1
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2.625' 3.250•
.{iS 1.625'•--~{ 0.125 2.500' i 0.750•
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' MULLION THRESHOLD TOP B BO7TOU CHANNEL
PAgT N0, S• 1398 pAAT N0. S-1599 PA AT N0. 5.1400
STUDIO ROOF
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ATTACHING CHANNEL
PAAi XD. 5-1405
ROOF MULLION
PRAT N0. 5.1404
SPAS CHASS (L1 • Ft.)
Foan Live Load
Density 20 30 40 SD
PCf. 95F Psf PSf 9SF
1.25 15.1 13.0 11.4 10.2
2.OD IS.i 13.9 12.4 11.2
hoo. Panel T'rk. 4.5",
Deflection - LI180 ~/-0.032" Alu. Facing.
STUDIO ROOF
SPAS Ci?tiRT (L1 • Ft.)
Foaa Live Load
Density
Pcf. 20
Psf 30
Psf 40
Psf 50
Psf
1.25
2.00 16.1
1i.8 14.1
15.4 12.4
13.1 11.1
12.5
Hole. Panel Thk. 4.5", h'/•_6 Gauge Steel Facing.
~euecuon - !,lJau
SUPER GABLE ROOF
1/12 PITCH
SPAS CPART (Ll = Tt.)
Foaa Live Load
Density
Pcf. 20 30 4G SD
Ps.F Psf Psf Psf
1.25 20 '_D 2D 20
~„_„_ For... ?anel Thk. 4,5", L/•25 Gauge Steel Fuing.
u, r~'. _ ~' i Deflection L/180
~~-'-~"'" r hUTE: Su,e: Gable Panels are only nade vith:
{ i
S
_ rl= •1.25 Density Foaa
~!', - •26 Gauge Steel Skins
>~il - •16' and 20' lengths
tit. ~'(``C'~ 1'.1
0
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Q J ~i. q~3F~i -- S ~ f u. ROB °i • •` ~ I
i SUPER GABLE ROOF PANELS .,aa^ ~ ~S •.' ,,
~ry~,ttt. R f D i, P~ ~ ,a'
I he rebr certify tNt the. pLn vu prrpurd by
.e or under ry dent[ .upe rrtuon .nd [Mt I a a
duly SeSlrtend hofe.rloMl fnSlmer under tM
laws of tM/fo/l'larlnS~llbteAJ Stun.
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