HomeMy WebLinkAboutBP 2001-00276 Remodel - Suspended Concrete Garage Floor {
qty of Oak Park Height METER NO:
14 3 Oak Park Blvd. N. #20u7
PERMIT NO.: 0100273
Oak Park Heights, MN 55082 -2007 09/21/2001
651/439 -4439 FAX: 651/439- 0574DATE ISSUED:
Address 14436 56th St Ct N
PIN : 04- 029 -20 -24 -0054
Legal Desc Subdivision SWAGER BROS 6TH ADD
:Lot 3 Block 1 Parcel
Permit Type : Building
Property Type : Residential - Other Than New Const.
Construction Type : Remodel •
Activity
Valuation : $4,000.00
NOTE: MUST COMPLY WITH ALL MN STATE BUILDING CODE REQUIREMENTS AND CITY ZONING
ORDINANCES. PERMIT ISSUED FOR REMOVAL AND REPLACEMENT OF SUSPENDED
CONCRETE GARAGE FLOOR. NOTE: PLANS FROM A STRUCTURAL ENGINEER MUST BE
SUBMITTED TO BUILDING OFFICIAL BEFORE WORK MAY COMMENCE.
OWNER BUILDING PERMIT FEE UBC TABL $97.25
Jeffery C & Gerri L Boutelle STATE SURCHARGE- BUILDING $2.00
14436 56th St N Total $99.25
Stillwater, MN 55082- Paid with check # 7412
APPLICANT
JEFFERY C & GERRI L BOUTELLE
14436 56th St N
Stillwater, MN 55082 -
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be
performed according to : (1) the conditions of this
permit; (2) the approval plans and specifications; (3) the
applicable city approvals, Ordinances, and Codes; and,
(4) the State Building Code. This permit is for only the
work described, and does not grant permission for
additional or related work which requires separate
permits. This permit will expire and become null and
void if work is not started within 180 days, or if work
is suspended or abandoned for a period of 180 days any
time after work has commenced. The applicant is
responsible for assuring all required inspections are
requested in conformance with the Minnesota State Building
Code.
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
o
V .
D Ett
Q I..
.yam (- _ ... - �--- ......... - - _.._ ...�.._ �....�..... _ _.. t . _ !._ ' ..j.... _�.. ..1 ...i.. _..�.. � •
.Y 2 ) i c i , ) ! a I i I
_. .._ ... I i ! j ....
4
as ! .._. .... _i. .._ ; .. .�_...... . ... � t 1.1 . r L ) o t, 1 ; . f .. . . . ..... I . . ......I.. . I .. •...•
1+ J Pi
C Q
75 . 1 .. - • —ill • - ( 1
,
i
VI
1 i ` (.
T _..........______
' ; �`» . ;# ' bit I y till
A •
D ' 1 , :. / .1 . 1L 4 ; < .; ). ! . .
r ( �.
1
C
Q D1)A •
i
I .
I,- ' i
le, t
A
m f" 4 I 1 _ ,
sz (-- � 1 - S5.G 1 O SJ E s41O ImG R "INF. L ' ..
P _ �E rt
i /)
)
■
r , •
•
n
x. a a 4
rA� j t ;• i. !V�G ! LQu1
. _ m _. r -- _�._.
... 2.'2313
;., r _• . ...
! • i . .. . . .
! 1 .
... ..
, , i , i , i !
, • K ; . . .
•
MAZDA CONSULTANTS, INC. 1 56 A CI J .
Oc
— _
.ter;
s v- -- 9L
:
-
,
i' 2 :i. :
. ....... i 8 I , i : i i.
.`
. r
Ri
_ Q
J �
• 1.- S 2
tQ
!.- 4 U.
i '
_ • O
--- I)
� —
r
(1) . . . , . -
.
r�
. 1 , , J
REV NO: BY: DATE: CHECKED: DATE:
PROJECT NO: DESCRIPTION: p 'r E LL E 4'pg • still PAGE NO: 5K _ Q__
BY: \'A l DATE: 1 _rll, 01 'CHECKED: DATE:
7A M1 TATVT•TfIOAT/ln 1,7R•V7iiT rnrr7c7TrnT vv.T .7p. or rn Iry /en
SEP -26 -2001 15:08 P.02
phone: 6b1 tit3tl -`11yL ,
- elmsrove,..., ,... f ax: 651- 688 -0124
www.cemstone.com
2025 Centre Pointe Boulevard, Suite 300
BW/1LDING THE FUTURE TOGETHER
Mendota Heights, Minnesota 55120 -1221
CONCRETE MIXTURE DESIGN
MIX ID: 5062 Compressive Strength: 5,000 psi at 28 -Days 4
PROJECT: Standard Mix
SOURCE OF CONCRETE: Cemstone Products Co.
CONSTRUCTION TYPE: As Applicable
PLACEMENT: Truck Chute
CEMENT, (ASTM C 150/TYPE I) 705 lbs. 3.59 ft
SAND, (ASTM C 33 ) 1,118 lbs. ssd 6.66 ft
GRAVEL, 3/4" (ASTM C 33/ #67 ) 1'2g 1
= 296 lbs. ssd 35.5 gat. 4.74 ft
WATER,
AIR CONTENT, 6.0 % +/- 1.5% 1.62 ft
.5%
27.00 ft
AEA, MB -AE 90 (ASTM C 260) 5.3 oz.
WATER - CEMENT RATIO, 0.42
SLUMP, 4.00 in.
CONCRETE UNIT WEIGHT, 143.8 pcf
1) Based on our experience with our production facilities, materials, and proportions, the compressive above
is the minimum anticipated when the concrete is tested in accordance with ASTM C 31 and C 39.
2) Material variation and job site conditions may require mixture adjustments to maintain strength, water -
cement ratio, slump, air content, and yield.
DISCLAIMER: Gemstone disclaims and negates any warranty whatsoever of this concrete mix design if it is
provided to, or used by, another concrete producer.
CONFIDENTIALITY: This concrete mix design is proprietary to, and confidential information of, Cemstone. Its
disclosure to a third party or entity, or permitting it to be used in competition with Gemstone, is strictly
prohibited and will subject you to an injunction and damages.
PREPARED BY: _
Kevin D. Heindel, Civil Engineer
TOTAL P.02
E
September 28, 2001 8 z001
Jim Butler
Oak Park Heights Building Inspector
City of Oak Park Heights, MN 55082
The pictures show the progress of the laying out of the re -bar in the garage floor.
Because I ran out of film, I could not capture the rest of the progress. The #4 re -bar,
running side to side, was tied to both layers of #6 re -bar, including the hooks at both ends
of the garage (front and back).
Sincerely,
X 6'.1-(154L-
Jeff Boutelle
14436 Upper 56 St. Court
Oak Park Heights, MN 55082
,ov +C qt. /5 Q I y y 36 up 5 Coll' Si Ct
41111 11111111ftw 411110. ---.-ip• 411111111 .1111111
.Y.
ti..
•
''• _ .._ • * 661 . -__.', •••■• •\
' ,..igiTh` ...////-.4- IA_ Ili-- \ .1S1St.
‘.
-- . ■*!!)-- I N
S\ \ie . ‘, , .‘40.\, ,1,* c. 1 1 iL .111174‘.. . . ii, 1 4 lb. , . , ,, 4 a 4 . :
a IN . Ib
- wt, ---- ' . , . li Si\ li llik---- .-..
A
..
0
........„. .,......... . . ,.,.
..........w& ..._,.„._....i....A,
___ .... .,,,.,,•i,:.:.......„,a,,,,,,,:...
11
Ji----t„ ti i,--,% cz, (ii i,e 3 ,..v s ste..:t
,
IN1111111.111111111.111 ' 1 ., . , • ',
ii
4:
1 - 1
, -
., '' ' - k t i , • ' i 1 ' ' ;'
L . ,
' ' 1-'' i ! ■- '
___, - _ .-.-...-- --... -..+ .• --
-................e......* .....-,.--.................*
AM. • .141
.i. -
'...-"lit*.'.1-N,177.441:,i't,s,- :11NR.,■•■ 1.111!,■ , . _,_,
0. %-,a- -- - ----"111111.■,
•= • IMAM :`,.1:■1•111:7101o. --- .11,11k "Mk. ■ .1101S. . _, ....... ..,. ..4., ....444iiibm.....,
• ..... ' sim vom . ' -- 11111111a k.,. __Pt•-.41111111*-,4410-046-4"ZINN, _, .,--
1 1 . 111611116' 'ql°14 • ------ '"--- '44 %..„ -.1 , 14 %Ii■ -
' 4 % 64. . " --- -41i1-‘41 - - -
iit a lli k___
. " " " I I I I I I 111 Z, 1 1 i 1 1 1 1 1 1 1 1 i i .....• ■ I II I I I 1 1 1 1 1 iiiiiu i II. „. ,
--- 11 tel I t\ -W44 ti k lq41 I 1 ti'qiiill'''q4114 ii q k' 41: I I %kb'ql I 1 I % L % WiR ,, - . 0 ■ . . s' . .' - '
. . ' - ------." .--- --'44 ...., '4111 411‘71111. is ,,wij• . Ili. - .. - '"41%
4 \ .' './Wl .."---- Xik"H 7 POL , .. ,41. 'VW ■ .
N,‘N Ns ti.
.,, 7D. _....—, .... 11;,2 IL.,... ...!... ,.,,,,-. :....■,. . :..iito .,
I Nik l i lk. N .... w .----."------ • ■ •■■•■•.' ,,zill'ill11101111111 ,,
- - -- • - AN ., 1116. 'N.:
. - - - --' : cl!, l ebeALIkaiiiikW I I/Shiiiu.. .1' ' ... .. l liiik■'' -
. ........
•
--.o.. ItiAaiiiiiiii..1, a■■.- .. .,. -
.,.. .7 .: . ... ..... -.
.4.44411111111Nagl
011Mili
,.. ---AL--
:A .aW, a--
444 .)Mi ,
--- — _
.__;_---,----------_______
-- -----------------------_____.:_. .
. _.
.„ .
_________________.,,_____________________
. .•, r
• ^ t p
' 7
- 7 - -IF
' 1
be,