4119 Cashell Glen, .
` r!
WtL'ttfiCtt#e of cCC1tvRnC?
CM4 of ?agan
,zeVWriment of 13sia*
This Certificate issued pursuant to the requirements of the Uniform Building Code
certifying that at the time of issuance this structure was in compliance with the various
ordinances of the City reguluting building canstruction or use. For the following:
use c?issif,cat;on: SF M eieg. Perrnit Na. 24169
Occupancy Typc ra /M I Zonigg pisma RI Type Const. VN
Owov of Building? CREAn?'J HM5 Addiess 708 M?N ST. 'IIX RIM
suiwi.g neab I 14 (LEN L 14, B4, WHNM
' Date-
, Bailding Qfficial '
?1
074 F?^
C'
, POST IN A CONSPIGUOUS PLACE ?t??,? ??g /yttc 5+
& c.G.&C 1713
?
r :.
CITY t3F EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55123
(612) 681-4675
SITE ADDRESS:
• ;1 !:: ! ! fi) F ?
PERMIT SUBTYPE:
RECORD
PERMIT TYPE:
n......',s ni,,...F.,...
? i APPLICANT:
TYPE OF 1NORK:
INSPECTION .. . .A
f I
I ? fJili i t?. ? l 1 I'dr.l '
A jtt. i?ft • IIlIF F()N J4 It"I lj 1
, ? _ ?? ?? ? ? ? ? - • - .,? -?? ??e ? ?-
? '
< <--
? Perm(t No. Permit Holder Date Telephone N
S/1N
PLUMBING
HVAC
ELECTRIC Y 5g' ?
ELECTRIC
Inspectlon Date Insp. Comments
Footings I Kj 5? y a4f
Foundation
r
Framing 7 1-r el
Roofing
Rough Plbg.
ROUgh Htg.
? c
•
lsul.
Q i
?SuC. &, -
Fireplace
/ / ?u
?
.a+
?v M S' ?JT
Final Htg.
Orsat Test
Final Plbg. 4b. Inspector - No' P mber ?
Const. Meter _? `/ 5 ? Cv? ?e C, II
Engr./Plan ? r
Bltlg. Final
r>
Deck Ftg.,
?/.zB ?e- • ?er1?•"- uJ?G
Deck Final
Well
Pr, Disp.
4)
?
?
etrl
??ja
Requesl Data Fre o Roug n Inspectlon Reqmretl Inspecllon Olher T
ough-In
0
? (VOU u t cell mspecror when reatly) ?
? Peatly Now WIII NoHty Inspeclor
(
/o Yes ?NO Dateflead
IUlicensed contracfar ?owner hereby request inspection of a6ove electrical work at:
Job Ftldress (Sireet, Bov or Roule No I Ciry
W / ? Ca 6 4 lX ?.+
`? Q.v?
SecVOn No Township NamB or No Renge No Couny
? y
diU..?A ? Gl
OccuPanl (PPINT) veaA o K hone No
S T LJ ? A(D VV- ?f - m v
Power Supplier Adtlress
tiSP ?3!(S '
Eleclncal Conlraqor (Company Name) Contraclot's License No
8
eA-mo 17
Mal6ng Atldress (COn clor or Ownar Making Inslslla0on)
T ?b. ?IVti1/
Authonzetl ?e (COnirociodOwner Making InstallaVOn) PhOne Number
: °? ?`l. _. . . '_ " • ? If?
MINNESOTA STATE BOAHD OF ELECTRICITY THIS INSPECTION REOUEST WILL NOT
Grigge-Mltlwey Bldg. - Room &128 BE ACCEPTED BY TME STATE BOARD
1821 Univereity Ava., 51. Peul, MN 55104 UNLESS PROPER INSPECTION FEE IS
Phone(672)6G2-O800 ENCLOSED
l0/wljr?l REQUEST FOR ELECTRICAL iNSPECTION
jl? See instrvqions for comple0ng this form on back ol yallow ropy
"X" Below Work Covered by This Request
Agib s
New Add Rep. Type of 8uilding Appliances Wired Equipment Wved
Home Range Temporary Service
Duplex Water Heater Eleciric Heatin
Apt. Building Dryer Load Management
Comm.llndustrial Fumace Other (Specity)
Farm Air CondRioner
Olhar(spedly) ConVactors Remarks ' SJ
t
Compute Inspection Fee Below.a .o
# pther Fee # Service Enirance Size Fee # Circuits/Feeders Fee
Swimmin Pool 6 0 to 200 Amps ? 0 to 100 Am 5
Transformers Above 200-Amps Above 100 _Am s
Si 115 Inspecmr's Use Onry: TOT(?L ,ra
Irrigation Booms t'? 5 •
S ecial Ins ection
Alarm/Communication THIS INSTALLATION MAY BE ORDERED DISCONNECTED IF NOT
Other Fee COMPLETED WITHIN 1 THS.
I, ihe Electrical Inspeclor, hereby Rou9n,n
!
certify ihai ihe above inspechon has
been made. Finei '
: %?=- ^
OFFICE USE ONLY .
ThiS request voitl 18 monlhs from
Address 4119 CnsfErt, c3,IIV Zip 55122
J,oj- .,'14
Blk 4
Sub WENZEL
THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPEGTION.
Date: Yes No Inspector:
Final grade (6" from siding)
Permanent steps (garage)
Permanent steps (main entry)
Permanent driveway
Permanent gas
Sod/Seeded grass
TraiUcurb damage ?
Porch ? ?16 [!o-n /¢?Unat k en /Uy?eST-
Basement finish ? y,, ? ro?.cr?'
Deck
Please verify with the builder the removal of roof test caps from the plumbing system and the shuaoff of water supply to
the outside lawn faucet before freeze potential exists.
Contact engineering division at 681-4645 before working in rightof-way or installing underground sprinkler system.
White - City Copy Yeliow - Resident Copy Pink - Conlractor Copy w
t
------------------
? , w:Ct? `I
j Permit
? Permit Fee: Oo
I I
? Date Received: j
I I
I StafF: 1
I
2008 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: 5 ?Q b? Site Address: ? ICI ll'-S k-'' iL67LP?
7enant:
Suite #:
RESIDENT ! OWNER Name: stGJl/ 4 Ikh.t tG- W-4Ll 'S Phone:
Address ! City / Zip: 4i 1G1 Cv-5 W N.LvN
Applicant is: _ Owner Ll CoMractor
TYPE OF WORK L^,,J '! .? ? . .?.?•?.
Description of work: ?ryt.L4Ll ' 1'@U.M1? f?! ??L i' q ?? ?11'n
? ?
Construc[ion Cost: Multi-Family Building: (Yes _/ No )
CONTRACTOR Name Off ' v,s' 1/ 'G1r+l License #: -7'9 q 0
Address: 600 V?X.f+'?jU?? 7'?V(9 yw?l? ??)
?'J
City 5??(1r Vi ZUi State: Zip: -4j5I2A(0 ?- ?
Phone: IOS??Id??'aV59 ContactPerson:
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
Minnesota Rules 7670 Cateaorv 1 Minnesota Rules 7672
Energy Code . Resideniial Ventilation Category 1 Worksheet • New Energy Code Worksheet
Category sunmined submitted
5u6misslon type) • Energy Envelope Calculations Su6mitted
In the lasi 12 months, has the City of Eagan issued a permit for a similar plan 6ased on a master plan?
_Yes _No If yes, date and address of master plan:
Llcensed Plumber: Phone:
Mechanical Contrector: Phone:
Sewer & Water Contractor: Phone:
doc? ???fitrtiat-yf'_r?trb,??-'r?Ica sfd?eYed , ? P ? ?!Yeier??'vn?',??+or?onshaP w ;
the informanvn may?? Cf?&?H/ed'?3, nP? p?b?r? rf yv?ti,pFdvrrle speeYtlc?reas?Qr?s?`?'t,?qt wcstttd p?rmr€ #he ETty to ?
I hereby acknowledge that ihis information is complete and accurate; that the work will be in conlorrnance with the ordinances and codes of the City ol
Eagan; that I understand this is nol a permit, but only an application for a permit, and work is not to start without a permR; that the work will be in
acFe(dance mth the approved plan in the case oi work which requires a review and approval of plans.
x KAOr?PA,4 x
App i hYs PriMed Name Appl c nYs Signatu ,? ,, ? I. '??
P?ge 1 of 3
-n- MAR 1 1 2008 ?
=?
1
I??
,
DO NOT WRITE BELOW THIS LINE
SUB TYPES
? Foundatlon ? 05-plex ? 76-plex ? Accessory Building ? Pool
? Single Family ? 06-plex ? Fireplace ? Porch (3•season) ? Ext. Alt. - Multi
? 01 of _ Plex ? 07-plex ? Garage ? Porch (4-season) ? Ext. Ali. - SF
? 02-Plex ? 08-plex ? Deck ? Porch (screen/gaze6o/pergola) ? Multi Misc.
? 03-Plex ? 10-plex 111? Lower Level ? Storm Damage
? 04-Plex ? 12-plex ? Miscellaneous
WORK TYPES
? New ? Interior Improvement ? Siding ? Demolish Building'
? Addition ? Move Building ? Reroof ? Demolish Interior
Alteration ? Fire Repair ? Windows ? Demolish Foundation
?
Replacement ? Egress Window ? Water Damage
" Demolition (entire buildi ng) -grve PCA handout to applicant
DESCRIPTION:
?
MCES S
t
O
Valuation Occupancy ys
em
Plan Review Code Edition Vh ?j0 7 SAC Units
(25%_ 100%? Zoning City Water
Census Code Stories Booster Pump
# of Units Square Feet PRV
# of Buildings Length Fire Sprinklers
Type of Const. Width
REQUIRED INSPECTIONS
Footings (new bldg)
Footings (deck)
Footings (addition)
Foundation
Drain Tile
Roof: Ice & Water Final
I Framing
Fireplace:_R.I. _Air Test _Final
? Insulation
Reviewed By:
RESIDENTIAL FEES:
Base Fee
Surcharge
Plan Review
nncres sac
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
Copies
Total
Sheetrock
FinaUC.O.
FinaUNo C.O.
? HVAC
Olher:
PooL• _Footings _Air/Gas Tests _Final
Siding:_Stucco Lath _5tone Lath _Brick
Windows
Retaining Wall
Building Inspector
? 1,/ ????
z` ?,oo
J
Page 2 of 3
/
2638841
?
CT FEE $46.00 II I III II II I III I II I
ABSTRp '
Recorded on: 2120/2009 02:05:01PM 1
By: DPW. Deputy ?
I
Return ta:
ANITAMANDERS
4119 CpSHELL GLEN Joel T. Beckman County Recorder
EAGAN, MN 55122
p2kOY3 COllIlT}'e MIN /
,Ci?? ., " a-COhlD >.i?':
..? _ ,?.?_-..`_:LI'I=5'.?.?ra':SiK??i_?=?.^iILl'?_.•=LI??`:?.?
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V' Commiss?an EkPireo Jan st. 2010
EMB
RE` :=Nota Pu Iic-Minr.c_:'a
wWWe.V
yCAmm ' EzplreaJenst,zato
'
, ' 1'.
lii '?•,. .,?Cc9 ?"
_•.
ir.,
40" City of EapIl
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
For pffice Use I
Permit #: ?
??/,?,i?Q,
Permit Fee: J(l ?., I,.? r I
Date Received: ?
I
; Staff:
-----------------'
2008 RESIDENTIAL PLUMBING PERMIT APPUCATION
Date: Site Address: y? I C) n(?Y 1c?
Tenant:
Suite #:
RESIDENT/OWNER Name: UR(I?Ks Q Phone:
l -?i ?) Z-?-
Address / City / Zip: `?[ I l C( U`L-eu?'????G1CI?Yl ? I\
T
y
CONTRACTOR Name: T1 r ? U cv- License #:
?oq ?, 1? - P? 1
Address: ? ?? ? ?? ? ? a nc
_
City: i VC I/i l. C, i nr_? State: MN) Zip:
' ??7 )n1.?dr-f
Phone:?E W` 216ontact Person: J(hffll?e
TYPE OF WORK \ \ New _ Replacement _ Repair _ Rebuild _ Modify Space _ Work in R.O.W.
Descri tion of work:
PERMIT TYPE RESIDENTIAL
Water Heater _ Water Softener
_ Lawn Irrigation ? Add Plumbin Fuctures
L RPZ /_ PVB) C- Main Lower Level)
Septic System _ Water Turnaround
New
Abandonment
RESIDENTIAL FEES:
$50.50 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $.50 State Surcharge)
$30.50 Lawn IrrigBtion (includes $.50 State Surcharge)
$50.50 Add Plum6ing Fixtures, Septic System Abandonment, Water Turnaround` (includes $.50 State Surcharge)
'Water Turnaround (add $136.00 if a 518" meter is required)
$1 [0.5D Septic System New ($10.00 per as built) (includes County fee and $.50 State Surcharge)
$90.50 Fire Repair (replace burned out appliances, duclwork, etc.) (includes $.50 State Surcharge)
TOTAL FEES $
1 hereby acknowledge that this information is complete and accurate; that the work will be in contormance wrth tne ortlmances coaes m tne ciry or
Eagan; that I unders[and this is not a permit, but only an application for a permit, and work is not to start without a permit; h the work will be in
accordance with the approved plan in the case of work which requires a review and approval q .
L
XTim ?f???rfdYr x
ApplicanYs Prinled Name Applicant's Signature
FOR OFFIGE USE
Reviewed By:
Date:
Reauired Inspections: Under Ground Rouqh-In Air Test Gas Test Final
.?.' LOT SQRVEY CHECRLIST FOR RESIDENTZAL
' w w SIIILDING PERMIT APPLICATION ?
LU PROPERTY LEGAL:
li-
a e of survey: 7fy/ grn/
DOCOMENT STANDARD& ? 77
6'-0 0 • Registered Land Surveyor signature and company
0"? 0 • Building Permit Applfcant
p?? ? • Legal description
C3-"0 ? • Address
C?? 0 • North arrow and bar scale
p?D 0 • House type (rambler, walkout, split w/o, split entry,
lookcut, etc.)
G?? 0 • Directional drainage arrows with slope/qradient $.
p' D? • Progosed/existing sewer and water services
E' D 0 • Street name
2?'fl ? • Driveway
ELEVATIONS
Existina
0-13 ? • Sewer service
?? ? • Lot corners
? 0 ? • Top of curb at the driveway
0 D/6 • Elevations of any existing adjacent homes
Prosrosed
?D 0 • Garaqe floor
0?0 ? • First floor
6--D 0 • Lowest exposed elevation (walkout/window)
.0' D ? • Property corners
• Front and rear of home at the foundation
PONDING AREAS (if noDlicable)
@?-D ? • Easement line
? • NWL
C? D ? • HwL
0?? • Pond # designation
0 ? • Emerqency Overflow Elevation
Cd??CI ? • Lot lines
['J? p • Right-of-e,jay and street width (to back of curb)
i0? a ? • Proposed home dimensions including any proposed decks,
overhangs greater than 21, porches, etc. (i.e. all
V? structures requiring persanent footings)
0 0 • Show all easements of record and any City utilities within
those easements
?? 0 • Setbacks of proposed structure and setback of adjacent
?? existing homes
• Retainin w re rements, if any
Reviewed: ?? 7 1 5pc/--
October 1992
i+33 i
io3.s ;
f
12
J
t
f ?
)FILE
900
L'. . __ ... .
i
i
890_.__.
E
'VI = 14+7
..F,V. = 902.
,VG = 100'
M = 0.87'
MF
?? 1E
_. i
4+4 ?
so3.a ;
i
M F{-
14+10;
13
MH?
17
2±67 ?
? 909.4
3±66 ? ? i
906.6 ?
14
?uRVE DATA
2241'
F2 = 250.00' 1FJ
T = 50.15'
L = 98.98'
PC = 12+74.84
PRC = 13+73.82
o ..
- ---?
)$
! 3`Lt
! 1+84 (
? 909.6 ;
?
i ?
16
?r
!ERVICE NOTES
; j SIN6LE FQMIf
SEWER `
2. . WATER
?
- i f 3. CUR B
4. EXT??ID
i ! MULTI-FPjMIL
' i 1. SEW,R
._ `
2. WATUI?
- F - - -- ?. ? ?
-
4. EXTE, D
MF{= 7
13+05, 2'Rt.
9077
I PVI = ?
,
1 1 -+ fi0 ;
` EIL-EV. 912.44 i
i VC 260' i
? M =
?
?
- - 2.94'
v ?.? .
§r RViCE NOTE ?
E BY OTHERS S1NGLE FAMILY
Ex. PROFILE
` l. SEWER SERVICE; TO .
WATER SERViCE TO
2
? gOO .
CURB BOX TO BE F
3
_-? .
EXTEND SERVICE 15
? `. MULTiLY
SEWER SERVICE? TO
1
I X. .
WATER SERVICE TO
? 2
890
.
4. . EXTEND SAN. SERVII
?
; ;
.
.. . ....
..
_ . . ;
_.... ....-- --... '....__........._
, ?...._._.....
_ _._.. _ ......? k
.............. .... _ ... ._...... . _. .........
PVI +60.. ....._... _ _
, _..,.
,
PVI = 14+70
; =
ELEV. 912.44
; ELEV. = 902.36 MH- ? 7 : VC =. 260' ;
MH-19 VC = 100'
' 13+05, ; 2'Rt. ; M=, 294'
?
MH- I 8
? _ 0 .87
4
907,7 ?---
? ?
1-t. .
1.5+14, 3
_..
--
904.3 _3 Z5%
?n z
, , rlg
DIP CL. 52
C
3_28% . : ! _1_0_5,
SD
_,_8,,
40% ?
5 I? 0
- ----- _._._._?.......a ,
1.:16% i
328'-8° PVC jSDR 35 Cdl
R
; .
3 ,
COkE :QRILL C30NNECTION TO Ex. MiH
:Fl
NEW
? k RROPC?SED 36" ,
RECONSTRUCTf ]N1/ERT .TQ SUIT
? I STORhI SEWER
;
"
? t • Exist. 2 7
? tv ? ? ? op SAN. SEW
00 n
' + 00
oo
?
? . . . .
4 j?ob
AIINNGSOTA STATE BUILDINC CODE DIVISION
EXTERIOR ENVELOPG AVERAGE "U" COMPUTATION
t)47NER
S1TE ADURESS
CGNTRACTOR
PHONE
Determine working s quare footage of each:
1. Total exposed wall area..... Sz33•0 sq. ft. x •// _ f5 75.(e3
2. To[al roof/ceiling area..,,. I q(Q,o sq. ft. x , (726 = 4a.,? la
Total exposed wall area above floor
a. Total wall window area
b. Sotal door area. . . .
c. Total sliding glass door area. . . . . . . . . . . . -?4,3f;
d. Total fireplace wall area. . . . . . . . . . . . .
e. Total wall framing area (average 10%). .... ... 3y s,??
f. Total net wall area a6ove floor. ....... ... 3
??1•b 5
g. Total rim joist area . . . . . . . . . . . . . ,
. . .
Total exposed foundation area = /",e)
h. 'f(,i:i l founJntJuu wlnduw nrea . . . . . . . . . . . .
i. "fulal net foundation area above grade. . . . . . . . I lr(_.-p Determine "ll" value of each wall segment:
a. 541-Z3 x IrUtl _4-7 a Z54. 10
6• 5-1.o X nUn .O(o4 = 5•3I5
c. 3GS,.-? S, g 11 11
,A? - lCo•?(o
d. X rrUtt ?
e. ?295. 7.'? X nUll . UR 35 60 2
f. '•Ci1'1- 5._ x irUll . b 4 ° 1,4Z.47
g• 45o o x "u" .oa !? •D
h. X "U" _
i• lCo/.t> g "u° .n-7 %ll.cvrL
3. TOTAL . . . . . . . . . . . . . . _
If item fl3 is [he same as, or less than item lll, you have met tiie intent of SBC 6006(c)2.
To[al exposed roof/ceiling area = 14f4.D
j. Total skylight area . . . . . . . . . . . . . .
k. Total roof/ceiling framing area (Average 10%) .. .
1. Total net insulated roof/ceiling area ...... . /7 Z Z Gc?
Determine "U" value for each roof/ceiling segment:
i - X null °
k. fc?1.4o g flU,r .04 ? (aC
1. 177Z-L?o g "Un .o?-- 3-f . *:S
4. TOTAL . . . . . . . . . . . . . . = A Z. 1/
If [otal of item I!4 is the same as, or less than item #2, you have met the intent of
SBC 6006(c)1.
Alternate Building Envelope Design
'Co Utilize the total envelope system method, the values established by the sum of items
1/3 and 114 shall not be greater than the sum of items O1 and 112.
1. -rj75. t, 5 + 2. QG.'7(o = b 7s.39
3. q.Fy°,. ,,?, + 4. -4Z. /! -= 5Z5 -74
.. .
...::;. ,
,.:<:.,. . .. •
,,
;.
z,i: 6?`F#'''•.<?'..
.
}
; ,
>
:? ?
:?
? ..
a •
:?
.
................. ,.<: >
>::>:•::.:: ?::::;?;. <
1994 MECHANICAL PERMIT (RESIDENTIAL)
CITY OF EAGAN
3830 PILOT KNOB RD
EAGAN MN 55122
(612) 6814675
PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. ALSO, FOR TOWNHOMES AND
CONDOS WHEN PERMITS ARE REQUIl2ED FOR EACH UNIT.
? i1E`J`J CONST?'.::a..""ii^v":
ADD-ON A/C
ADD-ON FURNACE
FIREPLACE INSERT
DATE
HVAC: 0-100 M BTU
ADDITIONAL 50 M BTU
GAS OUTL$T3 (MINIMUM 1@$3.00 EACH) (A
ADD-ON/REMODEL (ExtsTnNG coNSntUCrtoN)
STATE SURCHARGE
TOTAL
STTE
FEES
$ 24.00
6.00
K?
$ 20.00
.50
?70
OWNER NAME: NPt1, 0Y&Al5Y1 S?Q1'YIPS TELEPHONE #:
TELEPHONE #:_
6?P
SIGNATURE OF P RM E
CIT'Y:? STATE: mN ZIP CODE: ?
PLUMBING (RESIDENTIAL)
Permit Application
City Of Eagan
3830 Pilot Knob Road, Eagan Mn 55122
Telephone # 651-675-5675 FAX # 651-675-5674
Please complete for: Single Family Dwellings
Townhomes and Condos when pemuts are required for each unit
s '::?b-'??o
?5 7
Date
Sit
Add U
it #
e
ress n
Property Owner ? y/?. Telephone #(?);)
Contractor
Address City
State Zip Telephone # ( )
The Applicant is 7? Owner _ Contractor _ Other
Septic System New _ Refurbished Su6mit 2 seis of plans and MPC license $ 100.00
InGudes County fee Additinnal cAnsu{tant fees may apply.
AltGrations To Existing Dwelling Uoit, Including $ 50.00
? Adding fixtures to lower levels or room additions, exduding water softener and water heater
_ Abandonment of septic system
_ Water turnaround (+ 5/8" meter if needed -$121.00)
Other:
_ RPZ _ new installation _ repair _ rebuild $ 30.00
_ Lawn irrigation system
W
r h
W
t
fr
t
t T
_
a
er so
ener _
a
e
ea
er ?
j $ 15.00
l
_ replacement _ additional ,I I
'
U 'I
By- $ .50
-?
State Surcharge
Total $ 6
I hereby apply for a Residenrial Plumbing Permit and aclmowledge that the information is complete and accurate; that the work will
be in conformance with the ordinances and wdes of the City of Eagan and with the Plumbing Codes; that I understand tlus is not a
permit, but only an application for a perrnit, and work is not to start without a pernut; that the work wi116e in accordance with the
approved plan in the case of work which requires a review and approval of plans.
Applicqgt s N te Nam'e ?- ApplicanYs Si iature
CITY USE ONLY
PERMTT #: ? l U V ? RECEIPT DATE:
2002 M1DEPTIALL MLCRARIClkI. PERMIT APPLICATION
crrY oF Rnffa?iv
8$30 fII.OT KNOB $D
SABAN b1lY 55122
651-6$1-4675
Please complete for: ? single family dwellings
townhomes and condos when permits are requirad for each unit
Date: tg ?GY7?ac
SITE ADDRESS: ?LIq C4df?&IJ 61rl")
OWNERNAME: ??/)'IL(',/•,/f_ TELEPHONE#:
INSTALLER NAME: 4y&AO IdV4(W A/ 6 TELEPHONE #: q"v
STREET ADDRESS:
CITY: STATE: ?r . ZIP:
Place a check mark next to the permit work type
s?3.5a
? Add-on, modification or alteration to existina dwelling unit $ 30.00
• furnace replacement
• air exchanger
• air conditioner
Ll
• other
Nature of work: i7 24?d AY 3 0 2002
?vzf1Oll
By
State Surchar e $ .50
Total
4 $
4
NATURE OTZ P ITTEE
t/02
RESIDENTIAL BUILDING
Permit Application
City Of Eagan
3830 Pilot Knob Road, Eagan Mn 55122
Telephone # 651-675-5675 FAX # 651-675-5674
-vio.60
NewConsWctionRequiremenLS RemodeVF2enairReauiremenis OfficeUseOnlv
3 registered site surveys showing sq ft. of lot sq. fl. of house; and all roofed areas 2 copies of plan Cert of Survey Recd
(20% maximum lot coverage allowed) 1 set of Energy Calculations for heated addi6ons Tree Pres Plan Recd
2 copies ol plan showing beam & window sizes; poured found design, etc. 1 site survey for adtlitions & decks Tree Pres Not Reqd
isetofEnergyCalalahons Addifion - indicaterfon-sifesepficsysfem _On-siteSeptic5ys[em
3 copies of Tree Preservafion Plan if bt platled aRer 717193
Rim Joist Detail OpUons selechon sheet (bldgs with 3 or less untls
Date / 22?Q
Site Address Construction Cost
Unit/Ste #
Description of Work J' / nA
Multi-Family Bldg _ Y&- N Firepiace(s) ? 0 _ 1 _ 2
Propcrty Owner ae- Ve?,? Telephonc
Contrflctor
Address
State City Tt?/?y? ?
Zip Telephone # (b?a)
COMPLETE THIS AREA ONLY IF
Energy Code Category - Minnesota Rules 7670 Cateeorv 1
Residential Ventilation Category 1 Worksheet
(d submission Type) Submitted
• Energy Envelope Calculations Submitted
Licensed Plumber
Mechanical Contractor
Sewer/Water Contractor
A NEW BUILDING
Minnesota Rules 7672
• New Energy Code Worksheet
Submitted
Telephone # (
Telephone #(
Telephone #(
I hereby apply for a Residential Building Per vit anjaC?fowledge that the information is eomplete and .iccuralc;
that Ule work will be in conformance with the ances and codes of the City of Eagan and thc Statr oI MN
Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start WilhOw .i
permit; that the work will be in accordance with the approved plan in the case of work which requires a revirw zin(l
approval of plans.
? h?p Y1'1???1??j -??? ?.?._??
Applicant's rinted ame ???- Applicant's gnature y
CITY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55123
(612) 681-4675
SITE ADDRESS:
PERMIT
PERMIT TYPE:
Permit Number:
Date Issued:
4119 CASHELL GLEN
LOT: 14 BLOCK: 4
WENZEL
P.I.N.: 10-83570-140-04
DESCRIPTION:
Tuilding,Psrmit Type
Building Wo-r_k 7ype
UBC Occupancy?
Construction Typ,?e
Zbning ?
Building Length
Building Width
"milding st-o„ries
SF DWG
NEW
R-3 M-1
V-N
R-1
2
70
44
(Z' as b?/
7 -.)-C; y
BUILD NG
024169
07/18/94
?11?NP IJLf ??g(m
REMARKS
S& W PIBR - HUT7pN & ROWE
FEE SUMMARY:
VALUATTON
Base Fee
Plan Review
Surcharge
SAC
SAC ?
SAC Units
Subtotal
$1,157.50
$752.38
$124.00
$800.00
100
1
$2,833.88
$248,@00
MISCELLANEOUS $1,828.50
Tatal Fee $4.662.38
CONTRACTOR: - Applicant - ST. LIC. OWNER:
NEW CREATTONS 14416600 0001600 NEW CREA7StlN HOMES
708 MAIN ST 708 MATN ST
ELK RIVER MN 55330 ELK RIVER MN 55330
(612) 441-6600 (612)441-6600
I hereby acknowledge that I have read this application and state that the
informat3on is correct and agree to cdinply with all appli,ca4le State of Mn.
L Statutes and City of Ea an Ordinances. J
?..? -
?--- APPLICANUPERMI E SIGNATURE ISSUDI : SIG A7U EI ?
INSPECTION RECORD
CITY OF EAGAN PERMIT TYPE:
3830 Pilot Knob Road Permit Number:
Eagan, Minnesota 55123 Date Issued:
(612) 681-4675
SITE ADDRESS: APPLICANT:
LOT: 14 BLOCK: 4
4119 CASHELL GLEN NEW CREATTONS
WENZEL (612) 441-6600
PERMIT SUBTYPE:
SF DWG
TYPE OF WORK:
NEW
BUZLDIN6
024169
07/18/94
INSPECTION
FOOTINGS .. .
FOUNDATION ..
FRAMING ROOFING
INSULATION FIREPLACE
ROU6H IN PLBG RDUGH IN HT6
FINAL PLBG FINAL
REMARKS: S& W PLBR - WUTTON & ROWE
? - - - __.._ - - - - -- - ?
?- - - - - -- - - - - _: -- . _ ?
04/26/1995 16:67 5250576
TEIZRY SANDERS
NATURAL ENVIRpNMEIVTS CORPORATION
i 110 EVERGREEN LN NO
PLYMOUTH, MN 55441
591-1475
PAGE 01
John Wingerd
City of Eagan
ph 681-4646
fax 681-4360
RE: Steve Manders Z
4119CashellGlen ! o - a 0 4
Eagan, MN 55122
The following are the specifications for the retaining wall at thc above
address:
The retaining wall system consists of two boulder walls six feet lxigh and
taper into the ktill at the eads. The retaining walls will be coalsttucted with
18" of gravel drainage backrill and installed according to the following
standards: 3' - 4' diameter boeilders will be used as bottom rock. All walls
will have 18" of gravel behind them. T1xe walls will leen back 2' for every 6'
of height. A double silt fence will be used along the wetlauds and all areas
will be restored to original when the job is completed.
Tht follo vrng is a side view of the wall system:
.? ,
t
-3? --?i
.. .
?
Gro.,it 1
Nc" e
?Ped
Thaik You, ? J.,A-
?
?
?-c---'?.
NATURAL ENVIRONMENTS CORPORATION
1110 EVERGREEN LN NO
PLYMOiITH, MN 55441
591-1475
John Wingard
City of Eagan
ph 681-4646
fax 681-4360
RE: Steve Manders
- 4119 Cashell Glen
Eagan, MN 55122
L.J C-nJ Z E- L-
IcD - $35-to
1 sT
i4v o4
Mr. John Wingard I am sencling you a updated copy of the
specifications which shows the change you and I discussed in our telephone
conversation. The change regards the elevation of the bottom of the retaining
wall along the existing high water mark. Please sign this and fax it back to
me for my records.
FAX NUMBER: 525-0576
The following are the specifications for the retaining wall at the above
address
The retaining wall system consists of one boulder wall twelve feet high
which tapers into the hill at the ends. The retaining walls will be constructed
with 18" of gravel drainage backfill and installed according to the following
standards: 3' - 4' diameter boulders will be used as bottom rock. All walls
will have 18" of gravel behind them. The walls will lean back 2' for every 6'
of height. A double silt fence will be used along the wetlands and all areas
wil] be restored to original when the job is completed. The retauung wall will
be installed along the current high water mark so as not to change the basin
area. The base of the retauung wall system will be set at an elevation 3'
lower than the existing high water mark.
?
?? p 6???
?„JCt?
t' 4k
The following is a side view of the wall system:
,
t
-4q- - - -
\
3 r
. BO vA :
?
/
. L -,T C?EUCC., :_
. NA
Thank You,
Terry Sanders
,? ?
RESIDENT7AL BUII.DING
Permit Applicatlon
City Of Eagan
3830 Pilot Knob Road, Esgan Mn 55122 _
Telephone # 651-675-5675 FAX #:651-675-5674
q-5?s:1s
l1'/N?d3
New Construction Reauiremen,? -- '-- RemodeUReoab Reauirements ' Ofiire Use OnN
3 regbteied si6e surveys seowing sp. R of bL aQ. R o(twuae; and p?i mofed areas 2 ooPin m PAm _ CeRdSurvey Recd
(20% maxvnum lot coverage albwed) 7 set af Enogy Cakulntiau tor h?ted add?ons _ Tree Pres P?n Recd
2 cop?ea of plan shawinp beam 8 wi?Mow s¢ea: poured faund design, eEC. 1 site wrvey fm additions 8 de6s Tree Pres Not ReqA
tseto}EneryyCakulatlons Adddbn-'udlcateifms+Tessdcsystem _OnsileSepScSysOam
3 copies ol Tree Prese?vatlon Plen ii bl Pie?d af?er 711RJ3
Rhn Joiet DetaJ Optlona selectlai stM (bldgs we1M 3 ar less umb
Date CoosWctlon C ? CJZ?d-c'o
f'/ 9 C Q
Site ddress AK
5?e,
z Unidste #
r
Descripdon of Work
:77n 5 fsc-// lrr tFh ?/? i? SerB.vrs, cok t10row? CptcT-- .-- Z?C ca7S'
?
Mu14-Family Bldg _ Y_ N Fireplace(s) _ 0' _ 1 _ 2
Property Owner ,j- A ni /'?X- zo?es Telephone #(??2 ) Z 9l0 --,5-000
?
Contractor bo/7/)e //liJ S]
/,(CCd
Address 2 ,5d d A?: 7i 5-1117.5 1-Cel- . ' City
'd-!?
State fy?/?.S
? /- Zip ?
Telep6one #(/n/ j}`7Z? ?ZUD
?pr
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
- Minnesota Rules 7670 Cateeorv 1 Minnesora Rules 7672
Energy Code Category .ReSidentlal VentilaHon Category 1 Waksheet . New Energy Code Warksheet
(J submisalon type) SuMnitted Submitted
. Energy Envelope Calalatlons Submit0ed
Licensed Plumber
Mechanical Contractor
Sewer/Water Contractor
Telephone # (
Telephone # (
Telephone #( )
0,
I hereby appiy for a Residentiai Building Permit and acknawledge that the information is complete and accurate;
that the work will be in confortnance with the ordinances and codes of the City of Eagan and the State of MN
Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a
permit; that the work will be in accordance with the approved plan in the case of work which requires a review and
approval of plans.
&'..;., 6v
Applicant's Printed Name Applicant's Signature
OFF[CE USE ONLY
Sub Typas
? 01 Foundatlon ? 07 OSplex 0 13 76-plex ? ZO Pool
?< 02 SF Dnrelling O 08 06-plex 0 16 Fireplace O 21 Poroh (3-sea.)
? 03 01 of_ plex 0 09 07-plex ? 17 Garage ? 22 Porch/Addn.(4-sea.)
? 04 02-plex ? 10 OS-piex ? 18 Deck ? 23 Porch (screeNgazabo)
0 05 03-plex ? 11 10-plex ? 79 LowerLevel ? 24 Storm Damage
? 06 04-plex O 12 12-plex PI6g_Y or _ N O 25 Misceilaneous
Work Types
O 31 New
? 32 Addition
? 33 Akeration
O 34 Replacem ent
Vaiuation ? c----,0
Census Code q
SAC Units
Nbr. of Units
Nbr. of Bldgs
Type of Const ?
5 r-?te- ?, o
0 30 Aecessory Bidc
0 31 Ext. Alt - Multi
0 33 Ext Alt - SF
O 36 Mutti Misc.
O 35 Int Improvement O 38 Demolish (Interior) O 44 Sidirg
? 36 Move Btdg. O 42 Demolish (Foundation) ? 45 Fire Repair
E3 37 Demolish (Bldg)' ? 43 Reroof O 46 WindowslDoors
•DemWttlon (EnUre Bldg) - GNe PCA handout to applicant
Occupancy MC/ES System
Zaning City Water
Stories Booster Pump
Sq. Ft. PRV
Length Fire Sprinklered
Width
_ Footings (new bldg)
_ Foorings(deck)
_ Foo6ass(addi6on)
Foundaiion
Drain Tile
Roof Ice & Water Final
_ Framing -
_ Fireplace _ R.I. _ Air Test _ Final
Insulation
REQUIRED INSPECTIONS
_ FinaVC.O.
FinaUNo C.O.
_ Plumbing
HVAC
Other
Pool s AirlGas Tests _
_ Siding tuc Stone
_ Windows (ne acement)
_ Retaining Wall
ApprovEd Sy T? 7 BuiidEng inspecWr
Base Fee
Surcharge
Plan Review
MC/ES SAC
City SAC
Utility Connection Charge
SSW Permit & Surcharge
Treatment Plant
License Search
Copies
Other
Total
>?? ?'t.d?
? /?OC,90
?
kenntth m. blom & associates
consulting structural and civil engineers
9600 e. 53rd street
p.o. box 16538
raytown, missouri 64133
8161356-1445
fax 8161356-8364
?2 ?/%G7
August 1, 1994 iv_
Mr. Steve Manders
New Creation Homes
4243 Dunrovin Lane
Eagan, MN 55123
Re: New Home - 4119 Cashell GleII, Eaqan, MN 55122
Dear Mr. Manders:
This letter is written in response to our telephone
conversation of July 29, 1994 regarding the use of Polysteel
Forms as manufactured by Southwest Foam Form, Albuquerque,
NM in the construction of the above referenced home. ICBO
evaluation report no. 4295 , and structural design
calculations supplied by American Polysteel Fornts have been
referenced for this letter.
The proposed wall construction will be as follows: 8" forms
will be used for the basement walls. The basement wall will
be exposed at the rear of the house for a walk out area. 6"
forms will be used for the two stories above the basement
level. The maximum floor to floor distance is l0' 1 3/411.
Reinforcing will be 2#4 @ 12" o.c. vertical in the 8" forms
and #5 @ 12" o.c. vertical in the 6" forms and #4 @ 32" o.c.
horizontal in both forms. Concrete used to fill the cores
in the forms will be 4000 psi with a slump not to exceed 4"
usiilg 3/8" aggregate maximum.
At the floor to wall connections, the rim joists will be
attached to the walls with 3/4" diameter anchor bolts at 12"
O.C. The longest clearspan of any joist will be 161-811. In
the area of the living room where there is no upper level,
stick framing will replace the Polysteel forms above the
window sill elevation.
At the area of a 121 patio door in the exposed basement
wall, a 31-4" deep lintel will be installed with 3 rows of
double #5 horizontal reinforcinq.
ki)
w
Referencing the reinforcing tables on pages 2 and 3 of ICBO
report no. 4295, the required wall reinforcing for 611 forms
is #4 @ 12" o.c vertical and #4 @ 48" o.c, horizontal at the
top story and #5 @ 12" o.c. vertical and #4 @ 48" o.c.
horizontal at the bottom stoxy. These requirements are for
buildings in seismic zone 0,1,2 with 80 mph (exposure C)
wind speeds and 10' wall heights. The required reinforcing
for the 8" forms is 2#4 @ 12" o.c. vertical and #4 @ 48"
o.c. horizontal. The proposed reinforcinq described above
meets or exceeds the required reinforcing from the tables.
The minimum required concrete strength used in the tables is
2500 which is less than the 4000 psi concrete proposed for
this application. The minimum anchor bolt diameter required
from figure 9 of the ICBO report is 5/8" for joist spans up
to 17.61. The allowable span for the proposed 3/4" diameter
bolts is 19.6'.
In the area of the lintel over the patio door, the allowable
load for a single 16" deep li,ntel section with 2#5
horizontal and 12' span is 1500 plf. Use of a 31-4" deep
section should allow for a significantly greater load
capacity. The design load per foot for a worst case
scenario of 17' long joists at 2 floors and 81-6" of roof
bearing on the wall is 2350 plf.
In summary, the proposed installation described above meets
or exceeds the requirements outlined in the standard tables
for the anticipated design loads in the area. In my
professional opinion, a two story wall on top of a basement
wall (assuming proper bracing and reinforcing as outlined in
the users manual) is a structurally sound applicatioh.
If you have any questions or comments, let me know.
Yours truly,
Albert Hermans, P.E.
(iiy p:1.°, spBCi-
=;r:iion, c,r re, ort waS pre-11rc;ri byme
;r urid:;r ir,r Uiract sU, uervi:,;nr uiid that
!:am a cfi_ ,,r r:r.g;?.tv~ed Prcfe;sional Engineer
zinti:;r thc: i,A.ws af ihe State o Minneso,a.
T Rloert P. Hermans
Date 4 ? Registration No. 22122
CITY OF EAGAN
1994 BUILDING PERMIT APPLICATION ((,Z„A
a,- 681-4675
_?m?ea?ra
SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site rveys, 1 copy of energy
calcs.
COMMERCIAL 2 sets of architectural & structur
gLar?s.,_}_
_
specifications, 1 copy of energy ca .
Penalty applies: 1) when permit is typed, but not picked up by last working day of month
in which request is made, 2) address is changed or 3) lot change is requested once permit
is issued.
Date 9LI Valuation of work 2 1 6.oo?
Site Address:_ ??? 9V aLXI,
STREET SUITE #
Tenant Name: (commercial only)
IAT BLOCK ? SUBD. S} P.Z.D. #
? v l 1D
Descri tion of work:
The applicant is: ? Owner ? Contractor ? Other (Describe)
Name >?`? Sa?`?... Phone
Property LAST F[RST
Owner
Address
STREET STE #
City State NlU Zip
Company - ? Tk o a Phone y9 1 ?4400
Contractor Address 7C7r-,t, "/LnJ rz\, License #Exp. g-?I'
City F_J_k" c1hzs State m1.) Zip
Company Phone
Arch itect/
Engineer Name Registration #
Address
City State Zip
Sewer & water licensed plumber Processing time for
sewer & water permits is two days once area has been approved.
I hereby acknowledge that I have read this application and state that the information is
correct and agree to comply wit 11 appl' able ate of Minnesota Statutes and City of
Eagan Ordinances.
Signature of Applicant: U?l? t? ca ?j?11-
OFFICE USE ONLY
BUILDING PERMIT TYP E R-
.
? 01
Foundation
?
06
Duplex
?
11
Apt./Ladg9ng ?
0,16'`?aselier?rina?sh
P' 02 SF Dwg. O 07 4-Plex ? 12 Multi. Misc. ? 17 Swim Pool
? 03 SF Addition ? OS 8-Plex ? 13 Garage/Accessory ? 18 Comm./Ind.
? 04 SF Porch ? 09 12-Plex 11 14 Fireplace 11 19 Comm./Ind. Misc.
0 05 SF Misc. 0 .10 Multi. Add'1. ? 15 Deck ? 20 Public Facility
? 21 Miscellaneous
WORK TYPE
,E 31 New O 33 Alterations ? 35 Tenant Finish ? 37 Demolish
? 32 Addition ? 34 Repair ? 36 Move
GENERAL INFORMATION
Const. (Actual) Basement sq. ft . MWCC System ?
(Allowable) lst Fl. sq. ft. City Water ?-
UBC Occupancy 2nd F1. sq. ft. PRV Required
Zoning Sq. Ft. total Booster Pump
# of Stories _? Footprin t Sq. ft. fire Sprinkler
Length ?p On-site well Census Code i
Depth yy On-site sewage SAC Code
APPROVALS Census Undt _L
Planning Building Assessments
Engineering Variance
REQUIRED IN SPECTIONS
? Site Lr Footing tr Framing [?-Insulation
? Wallboard ID-Final ? Draintile ? Fireplace
?
Permit Fee vettot;a,_ g?12apv
Surcharge k:"" ? ,,s?
Plan Review 9l
License ?P 72,-7 = yY
MWCC SAC
City SAC -zy;y Y"
Water Conn. 9G?
Water Meter c2'9
?
Acct. Deposit
S/W Permit
S/W Surcharge d7 k? 9= J2 E y?`ioo
Treatment P1.
Road Unit ?J_
Park Ded. s9.
Trails Ded.
Others ? S-? L
Total : ?-
SAC %
SAC Units
, ?vG4 6 2?,,
2005 RESIDENTIAL MECHANICAL PERMIT APPLICATION
City OfEagan
3830 Pilot Knob Road, Eagan MN 55122
Telephone # 651-675-5675
Please wmplete for: single family dwellings & townhomes/condos when pecmits aze requircd for each unit
Date
d
Site Address ?? ?? ???? y? H C
-ifn Unit #
PropeMyOwner Telephone#( (/l,JJ) VJO ?"1 !
Contractor
Strcet Address
State I?/I I?J
$ond #: ?( ?1 I ? ?
,? ?? ? City ?J L1/f ??JJ 1 I(v
Zip Telephonc #(?j?
Expires:
The AppGcant is _ Owner ? Contractor _ Otkter
Add-on or alteration ta existing dwelling unit $ 30.00
furnace _Additional -Replacement
air exchanger
? airconditioner
_New ?wlacement
other
State Surcharge $ 50
Total $
I hereby apply for a Residential Mectianical Permit and acknowledge that the inCormation is complete and accurate; that the work will
be in wnformance with the ordinances and codes of the Ciry of Eagan and with the Mechanical Codes; that I understand this is not a
pemut, but only an application for a pcrmit, and work is not to start without a permit; that the work will be in accordaace with the
app ov plan in the case of work which requires a review and approval of plans.
Im ???vllle? ?'?'?n ??u??` ? ?. ?
Applicant's Printed Name Applica St sn ignature i!,, Jt)N 1 7 2005
?__
PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. ALSO, FOR TOWNHOMES AND
COND05 WHEN PERMITS ARE REQUIItED FOR EACH UNIT.
NO. FIXTURES EACH TOTAL
1 SHOWER 3.00 3•00
?f WATER CLOSET 3.00 r Z°°
3 BATH TUB 3.00
? LAVATORY 3.00
1 KTI'CHEN SINK 3.00 s•°°
? LAUNDRY TRAY 3.00
HOT TUB/SPA 3.00
WATER HEATER 3.00
1 FLOOR DRAIN 3.00 3.
3 GA3 PIPING OUTLET • m;n»mnn • i 3.00 9•°'
3 ROUGH OPENINGS 1.50
/ WATER SOFfENER 5.00
PRIVATE DISP. • DaXcty. rc. 20.00
U.G. SPRINKLER • nome waa const. 3.00
ALTERATIONS • w adating 20.00
WATER TURN AROUND 20.00
STATE SURCHARGE .50
TOTAL: /7's /
SIT'E ADDRES3: ?I 19 ' Cas4e l( (?-le L't
OVVrTERNAME:'vEc? ?h?.•T?d'1 4-?-n e5 S?Cve.o+ol Ahc4%a "44xc)ers
ADDRESS: Z 1 Z(v - Z'°I AlAl__.
CiTY: Z?dIL STATE: A&I ZIP CODE:
PHONE #: (( iz ) q2 7- Z 37-/
SIGNATURE OF PERMITTEE
1994 PLUMBING PERMIT (RESIDENTIAL)
CITY OF EAGAN
3830 PILOT KNOB RD
EAGAN MN 55122
(612) 6814675
;0.
i=
New Constructbn Reauiremenh RemodellReoair Reouiremenb { ? I
• 3 regislered site surveys showing sq. ft. o( lot, sq. %. of house; arM all roofed areas • 2 copies of plan ?
(20%maximumlotcoveregeallowed) . 1seto(EnergyCalcNationsforge'ledaddNOns---
. 2 copies of plan showing beam 8 window sizes; poured found desgn, etc.) . 1 site survey for exterior addilians & decks ?
• 1 set of Energy Calculations . Indicate if home served by septc system for additions
3 copies of Tree Preservation Plan if lot plalted afler 711193
. Rim JoislOetaa Options seleclion sheel (bldgs with 3 or less unHs)
DATE la-/II 1ol VALUATION
JOB SITE ADDRESS `0I1 Cq 51,?.?,I ?T(??
IF MULTI-FAMILY BUILDING, HOW MANY UNITS?
PROPERTY OWNER
TYPE OF WORK FIREPLACE
(S)_0_1_2
APPLICANT C.??.?SC?ipeS ??AJ
ADDRESS
PHONW-6I-'J3}-1IoAt7
_ZIPCODE CSD(,n S
PAGER # CELL PHONE ??} - a S 70 FAX #
NEW RESIDENTIAL BUILDING ONLY - FILL OUT COMPLETELY
Energy code Cate9ory _ MINNFSOTA RULES 7670 CAT'EGORY 1
(check one) - Residential Ventilation Category 1 Worksheet Submitted
- Energy Envelope Calculations Submitted
_ MINNESOTA RULES 7672
New Energy Code Worksheet Submitted
Plumbing Contractor: _
Pluinbing System Includes:
Mechanical Contractor:
Mechanical System Includes:
Sewer/Water Contractor:
Phone #
Pcc: $90.00
rcc: $70.00
All above information must be submitted prior to processing of application.
I hereby acknowledge that I have read this application, state that the information is correct, and agree to compiy
with ail applicable State of Minnesota Statutes and City of Eagan Ordinances.
Signature of Applicant C'-
RESIDENTIAL S I -a? ? U
BUILDING PERMIT APPLICATION
CITY OF EAGAN
3830 PILOT KNOB RD - 55122 ?
651-681-4675 ? t ak 0
_ Water SoClener
Water Healer
No. of Baths
' Phone
_ Lawn Sprinkler
No. of R.I. Baths
Phone #
_ Air Conditioning
Heat Recovery System
Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _
Updated 1/01
OFFICE USE ONLY •?
? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg
? 02 SF Dwelling ? OS 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi
? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF
? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ? 36 Multi
? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage
? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous
X 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding
? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair
? 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors
? 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant
Valuation w6 ?' Occupancy MC/ES System
Census Code 3 y s Zoning City Water
SAC Units ?- Stories Booster Pump
Nbr. of Units Sq. Ft. r?g PRV
Nbr. of Bldgs
Length ,
Fire Sprinklered
Type of Const v-N Width
?
?
Other
_ Pool _ Ftgs _ Au/Gas Tests _ Final
_ Siding Stucco Stone
_ Windows (new/replacement)
Approved By
Base Fee
Surcharge
Plan Review
MC/ES SAC
City SAC
Water Supply & Storage
S&W Permit & Surcharge
Treatment Plant
Plumbing Permit
Mechanical Permit
License Search
Copies
Other
Total
REQUIRED INSPECTIONS
Footings (new bldg)
Footings (deck) X FivaVNo C.O.
Footmgs (addition) Plumbing
Foundation
Drain Tile
Roof Ice & Water Final
Framing
Fireplace _ R.I. _ Air Test _ Final
Insulation
as
U c?
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FinaUC.O.
HVAC
Building Inspector
GLli13 ??f £.. v
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RESIDENTIAL
BUILDING PERMIT APPLICATION
CITY OF EAGAN q
q'a. 3830 PILOT KNOB RD - 55122
651-681-4675
NewConstruction Reauirements RemodellReoairReauirements Q
. 3 registered site sunreys showing sq, ft. of lot, sq. ff. of house; an?ll roofed areas • 2 mpies of plan 1'd`
(20°b mazimum lot coverage albwed) . 1 set of Energy Calwlations Tor heated additlons
• 2 copies of plan showing beam & window s'¢es; poured found design, etc.) • 1 site survey for exterior addilions 8 decks
• 75etWEnargyCalculations . Indipte'rfhomeservedbysepticsystemforaddifions
. 3 copies of Tree Preservallon Plan'rf lot platted after 711/93
• Rim Jolst Defail Options selection sheet (bMgs with 3 or less units)
DATE I I? I Io l VALUAION ? Ic?O, O?p
JOB SITE ADDRESS_ °"I IIQ CltSA&R,1 G6.tn
IF MULTI-FAMILY BUILDING, HOW MANY UNITS?
PIREPLACE(S) X 0_ 1_ 2
APPLICANT 30a83Pu^7 PHONE#(v5)- ''la3-11M
ADDRESS Ro%PJ? , XMN S'SO(PO ZfP-E6BE
PAGER # CELL PHONE # qSa -19;l- ;)S?O (G? FAX #
NEN' RESIDENTIAL BUILDING ONLY- FILL OUT COMPLETELY
energy Code Category _ MINNESOTA RULES 7670 CATEGORY 1
(check one) - Residential Ventilation Category 1 Worksheet Submitted
- Energy Envelope Calculations Submitted
MINNESOTA RULES 7672
New Energy Code Worksheet Submitted
Plumbing Contractor. _
Plumbing System Includes:
_ Water Softener
_ Water Heater
No. of Baths
Phone #:
Lawn Sprinkler
No. of R.I. Baths
Mechanical Contractor shv-Hn VKL;6 lt" ; ?kv
Mcchanical System Includes: _ Air Conditi ning
_ Heat Recovery System
Sewer/Water Confractor.
P Irl ?i
Nov ? aa? i
I O? J
T? n?
Phone # `1g,? - qqa - 33qQ
Fce: $70.00
Phone #
All ahove information must be submitted prior to processing of application.
I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply
with all applicable State of Minnesota Statutes and City of Eagan Ordinances.
Signature of Applicant `- `^^-? C.",
Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _
Updated 1/01
OFFICE USE ONLY
1
? ' ?. .
? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg
? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi
? 03 01 of _ plex ? 09 07-plex O 17 Garage 0 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF
? 04 02-plex ? 10 08-plex O 18 Deck ? 23 Porch (screened) ? 36 Multi
? 05 03-plex O 11 10-plex ? 19 Lower Level ? 24 Storm Damage
O 06 04-plex ? 12 12-plex Pibg_Y or _ N ? 25 Miscellaneous
O 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding
? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair
? 33 Alteration ? 37 Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors
? 34 Replacement "Demolition (Entire Bidg onl» - Give PCA handout to applicant
Valuation ",1 rf?iV? Occupancy 1L _-MC/ES System
!
Census Code
Zoning
90? City Water
SAC Units Stories Booster Pump
NbF. of Units Sq. Ft. N? PRV
Nbr. of Bldgs 1 Length Fire Sprinklered
Type of Const Width
REQUIRED INSPECTIONS
_ Footings (new bldg) _ FinaUC.O.
? Footings (deck) ;K FinaVNo C.O.
Footings (addition) Plumbing
Foundarion HVAC
Drain Tile
Roof Ice & Water Final Other
?C Framing _ Pool _ Ftgs _ Air/Gas Tests _ Final
_ Fireplace _ R.I. _ Air Test _ Final _ Siding Stucco Stone
? Insulation _ Windows (new/replacement)
Approved ByT L , Building Inspector
Base Fee
Surcharge
Plan Review
MC/ES SAC
City SAC
Water Supply & Storage
S&W Permit & Surcharge
Treatment Plant
Plumbing Permit
Mechanical Permit
License Search
Copies
Other
Total
r; ? 3. 4 S-
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2006 RESIDENTIAL MECHANICAL PERMIT APPLICATION
City Of Eagan
3830 Pilot Knob Road, Eagan MN 55122
Telephone # 651-675-5675
Ptease complete for. single family dwellings & townhomes/condos when permits are required for each unit
4 -;?D,60
Date(P /((,)/
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Site Address ) 10 :
sh d I r-A( n Unit #
Property Owner SW-J,_?, f"-Y yknC/Y ? Telephone # ( )
Cootractor
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Street Address ?.?J UL1
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Zip
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The Applicant is _ Owner _2 -6ontractor _ Other "
Add-on or alteration to existing dwelliog unit $ 30.00
furnace _Additional _Aeplacement _ New
air exchanger
airconditioner
heat pump
other
State Surcharge $ .50
?
Total $
I hereby apply for a Residential Mechanical Pemiit and acknowledge that the infortnaUOn is complete and accurate; that the work will
be in conformance with the ordinances and codes of the City of Eagan and with Yhe Mechanical Codes; that I understand this is not a
pertnit, but on4y an application for a permit, and work is not to start without a permit; thaz the work will be in accordance wi[h the
approve plan in the c work which requires a review and approval oFplans.
2 ilx? .
,Y1Ul? /rYA ,
Applicant's Prmted Nam Applic s ignature
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STRUCTiJRAI: CALCULATIONS` _t
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POLYSTEEL FORMn (U.S. PAT. NO: 4;879;853
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AMERICAN P-OLYSTBEL FORN ,
Inc.
Berrenberg Enterprises ??
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5150 F Edith NS s?'!Y
Albuquerque NM 87107 ,
505-345-8153
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TABLE OF CONTENTS
Pa=
INTRODUCI'ION TO STRUCTURAL CALCULATIONS . . . . . . . . . . . . . . . . . . . . 1
ISOMETRIC DRAWING AND DETAILS OF OUR FORMS . . . . . . . . . . . . . . . . . . 3
STRUCTURAI. VALUES FOR THE POLYSTEEL FORMn AND
FOAM FORM WALL SYSTEM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
MOMENT OF INERTIA AND RADNS OF GYRATION . . . . . . . . . . . . . . . . . . . . 8
TEST FOR MINIMUM REINFORCEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
' 6-INCH FORM SAMPLE CALCULATTONS . . . . . . . . . . . . . . . . . . . . . . . . . . .
WALLS WITH COMBINED FLEXURE AND AXIAL LOADS ......... 10
10
SLENDERNESS & MOMENT MAGNIFICATION FACTOR . . . . . . . . . . . 13
' MOMENTS & RESISTANCE TO MOMENTS . . . . . . . . . . . . . . . . . . . . . . .
BEARING & SHEAR STRENGTHS AT TOP OF WALL . . . . . . . . . . . . . . 14
18
SHEAR 5TRENGTH AT JOINT BETWEEN WALL & FOOTING ...... 20
' EARTHQUAKE AND WIND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
EARTHQUAKE FORCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
t SHEAR STRENGTH OF SHEAR WALL . . . . . . . . . . . . . . . . . . . . . . . . . . 23
MOMENT RESISTANCE OF SHEAR WALL . . . . . . . . . . . . . . . . . . . . . . . 24
OVERTURNING DUE TO WIND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
' POLYSTEEL FORM"' & FOAM FORM LINTEIS . . . . . . . . . . . . . . . . . . . . . . . . 27
CALCULATION VARIATTONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
' CALCULATION VARIATIONS FOR 10-FOOT WALLS .............. : : : : : : : : : : : . 30
CALCULATION VARIATIONS FOR 100 MI'H WINDS . . 32
' POLYSTEEL FORM'" & FOAM FORM RETAINING WALLS . . . . . . . . . . . . . . . 33
BELOW-GRADE SEALANT'S FOR POLYSTEEL FORM'" AND
' FOAM FORM WAI.IS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
TABLES FOR REINFORCEMENT REQUIREMENTS . . . . . . . . . . . . . . . . . . . . . 35
, REINFORCEMENT FOR WALLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
REINFORCEMENT FOR BASEMENT WALLS . . . . . . . . . . . . . . . . . . . . . 37
REINFORCEMENT FOR LINTELS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39
' INSTALLATION DRAWINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
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' INTRODUGTION TO STRUCTURAL CAI.CULATIONS
, The Polysteel Form' (U.S. Pat. No. 4,879,855) and Foam Form uniu result in a solid,
monolithic concrete wall. This concrete wall consists of vertical columns spaced on 12-inch
' centers and horizontal beams spaced on 16-inch centers. Between these columns and beams
are webs of concrete with a minimum thickness of 2 inches.
' If the expanded polystyrene were to be stripped away, you would see a solid concrete wall
with the appearance of a large "wafIle."
' Potysteel Forms' and Foam Forms are cunently manufactured in two widths. Our 6-inch
Form results in a 6-inch concrete column and beam wall, and our 8-inch Form results in an
8-inch concrete column and beam wall (see detailed drawing on pages 4 and 5). Each
' concrete wall is sandwiched between thick layers of lugh-density, fire-retarded expanded
polystyrene wlvch remains as insulation.
BASIC CAI.CI7IATION METHODS
, In order to specify structural design calculations for our unique Polysteel Form ' and Foam
Form Wall System, we replace the actual columns and beams with equivalent rectangular
, columns and beams. The equivalent rectangular columns are spaced on 12-inch centers to
coincide with the actual vertical columns in our Form wa1L In the horizontal direction, the
equivalent rectangular 6eams are spaced on 16-inch centers to coincide with the actual
, horizontal beams in the wall. The dimensions for these equivalent rectangular columns and
beams aze selected as shown on page 6.
' In all calculadons (except for shear walls and lintels) t6e concrete in the webs between the
columns and beams is completely ignored. In addition, only those columns and beams
containing steel reinforcement are considered in the caiculations in this manual. These two
' factors result in a very conservative design method.
MIIVII?SUM REIIdFORCffi4UKNT
' T'he minimum steel reinforcement to be used in the Polysteel Form' and Foam Form wall
is one #4 rebar placed in every other vertical core (on 24inch centers) and one #4 rebar
, placed in every third horizontal core (on 48-inch centers). In addition, a minimum of two
#5 rebars are required around all windows and door openings. All reinforcement is to be
placed in the center of the vertical and horizontal cores and shall be installed as required by
local building codes. See the Tables on pages 37 through 41 for recommended reinforcement
' for most applications, including two-story construction, earthquake forces, wind forces,
basements, and lintels.
, srRUCrUxAr, v.4r.vES & TEcxiMcAL DWoxrrATTOx (Pages 7-9)
Here you will find all necessary structural values and technical information pertaining to our
, Polysteel Form' and Foam Form Wall System. You will £ind calculations for the moment
or inertia and radius of gyration for the equivalent rectangular vertical and horizontal
concrete beams in our 6-inch Form. Also included are calculations for minimum
1 reinforcement for 6-inch Polysteel Form' and Foam Form walls [ACI 318 (14.3)].
'
snWLE car.cuAzzoxs (rages iaao)
In this section are calculations for a typical two-story house with 8-foot walls designed for 80.
MPH winds. The first calculations are based on the Empirical Design Method for concrete
walls [ACI 318 (14.5)]. Slenderness is then considered [ACI 318 (10.11)]. Moments due to
wind and eccentric loads are calculated as well as the resisting moments in the wall.
Calculations are shown for the bearing strength on the top of the wall, the shear strength
across the wall, the integral bond beam strength, and the shear strength between wall and
footing.
EARTHQUAKE ANID WIlKD (Pages 21-26)
The Polysteel Form' and Foam Form Wall System is a"bearing wall system." Our walls are
utilized as shear walls based on the 2-inch minimum web thickness of the wall as shown in
the calculation on page 24. Additional shear strength is obtained by increasing the horizontal
rebar.
Calculations on these pages demonstrate the effectiveness of our walls in earthquakes and
100-MPH winds.
POLYSTEEI, FpRM°` AND FpAM FORM i U-4rE?r c(pages 27_29)
Structural calculations for lintels are based on one full, 16-inch-high Form with a minimum
of one #S rebar located in the top horizontal core of the lintel and a minimum of one #5
re6ar located in the bottom horizontal core of the lintel. This reinforcement must be
extended at least 24 inches beyond each side of the opening. Shear reinforcement must be
added to the lintel for larger spans and loads. See Table V on Page 41 for recommended
rebar for various span and load conditions.
N?SCEISANFAUS GALC[7IATIONS AND TOPICS (Pages 30-34)
Here you will find a repeat of the calculations shown previously (pages 11-16) modiFed for
applications with 10-foot walls andlor 100-MPH winds. Also included is a sample calculation
for a retaining wall followed by a discussion on Below-Grade Sealants.
TABLES (Pages 35-39)
The tables on these pages show recommended reinforcement for both 6-inch and &inch
Forms for 80- and 100-MPH wind speeds and various seismic woes. One- and two-story
applications, 10-foot walls, hasemenis, and lintels are included in these tables.
INSTALIATiaN DSI'AILS (Pages 40-44)
Typical detailed drawings of Polysteel Form n and Foam Form installations are shown
including foundation stem wall details, two-story building details, and floor-to-wall ledger/joist
details.
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PHOTO SHOWINO THE CONCREI'E COLUMN AND BFAM IN 7HE B' FORM
3
THE POLYSTEEL FORMT"'
(u. s. Pat rao. 4,879,855)
6?
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END VIEW
s-3/8
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SECTION A-A
6" FORM DETAIL
121 8 14 i 8
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9-1/4 +
A
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2-1/2
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SECTION B-B
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TOP VIEW
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ALL DIMENSIONS IN INCHES '
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SECTION A-A
8" FORM DETAIL
2 8 4 8 4 8 4 8 2
A B
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TOP VIEW
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TYP STEEL
BOTTOM VIEW
21/2
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SECTION B-B ALL DIMENSIC
5
B
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+
IN INCHES
6" EQUIVALENT CORE SKETCHES
5' 9-i/4'
6' FORM VERTICAL CORE
6' FORM HORIZONTAL CORE
8" EQUIVALENT CORE SKETCHES
7' 11'
8' FORM VERTICAL CORE
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8' FORM HORIZONTAL CORE
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STRUCTURAL VALUES FOR 1T-E POLYSTEEL FORMm AND
FOAM FORM WALL SYSTEM
CONCRETE
f'c = 2,500 psi (minimum)
Ec = 2,850,000 psi
Weight per cubic foot = 150 pcf
STEE[. REIIVFORCII1?Nf
4 = 40,000 psi (minimum)
Fs = 29,000,000 psi
Rebaz Size Diameter (in) Area ('m2)
#3 0.375 0.11
#4 0.500 0.20
#5 0.625 0.31
#6 0.750 0.44
VERTICAL CONCRElE COLUMN & HORI7ANTAL CONCRETE BEAM VALUES
VERTICAL CONCREI'E COLUMN Symbol t>Ia Form &In Form
Equivalent Rectangle Width 6 6.25 in 7.00 in
Equivalent Rectangle Thiclmess h 5.00 in 7.00 in
Cross Section Area Ag 31.25 in2 49.00 in2
Moment of Inertia l 65.10 in° 200.00 in^
Radius of Gyration r 1.44 in 2.02 in
HORI7ANTAL CONCRETB BEAM Sgmbol (rIn Form 8dn Form
Equivalent Rectangle Height b 6.00 in 6.00 in
Equivalent Rectangle Thic}ness h 5.00 in 6.00 in
Cross Section Area A$ 30.00 inz 36.00 inz
Moment of Inertia l 62.50 in° 108.00 in°
Radius of Gyration r 1.44 in 1.73 in
OTfIER VALUES Symbol frIn Form 8-In Form
Weight of One Square Foot of Wall -- 56.00 lbs 76.00 lbs
Concrete Web Minimum Tlrickness bw 2.00 in 2.00 in
*Minimum Horizontal Cross Section of
Concrete Per Linear Foot of Wall -- 43.00 in2 60.00 inz
'Minimum Vertical Cross Section of
Concrete in One 16-Inch-High Form -- 50.00 inz 60.00 in2
*For Reference Only, Not Used in the Following Calculations
7
MOMENT OF INERTIA AND RADIUS OF GYRATION
CALCUiATE "I„" FOR frINCH FORM VERITCAL COLUMNS
I _ bh3 _ 6.25(5)'
12 12
:. Iy = 65.1 in°
= 6.25'
CALCLJIATE "r,° FOR (rINCH FORM VERITCAL COLiJTuQiS
I 65.104
r A (6.2?(5) :. ry = 1.44 in
CAL,CUTATE "IH" FOR CrINCH FORM HORIZONTAL BEAMS
I _ bh3 _ 6(5)'
12 12
1 Tb-4r
:.I?=62.5in4 ?
'h -gl
CALCUTATB "rH FOR (rINCH FORM IiORDANTAL BEAMS
I F62 A
:. r$ = 1.44 in
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TEST FOR MiNIlMUM REINFORCEMENT
A,/A8 (vertical) = 0.0015
A' /A8 (horizontal) = 0.0025
*For vertical cores with rebar:
As = 0.20 in2 (#4 @ 24" O.C.)
[ACI 318 (14.3)]
AB = 31.25 inZ (cores reinforced @ 24// O.C.)
.. A'" 0'20 = 0.0064 > 0.0015 A.O.K.
A$ 31.25
*For horizontal cores with rebar:
A, = 0.20 in2 (#4 @ 48" O.C.)
A8 = 30.0 in2 (cores reinforced @ 48" O.C.)
A: _ 0.20 _ 0.00667 > 0.0025 A.O.K.
A8 30.0
As stated in the General Discussion, only those cores containing steel reinforcement are
considered in the structural calculations.
9
CrINCH FORM SAMPLE CALCULATIONS
WALLS WITH COMBINED FLXi mF. AND AXIAL IAADS
(?Pw = 0.55 ?PcAg ?1 - ?32h?21 [AQ 318(14.5)]
Given:
40 = 0.70
h=5in
f c = 2,500 psi
+A8 = 31.25 ini (per reinforced core @ 2411 O.C.)
k = 1.0
lc=8ft
h=5in
(OP,M, = 0.55(0.7)(2,500)(31.25) 1 - ( 1.0(8)(12) z
32(5) },
V. = 19,250 Ibs per reinforced @ 24" O. C.
(OP? _ 19250 _ 9,625 plf (pounds per linear foot)
'As stated in the General Discussion, only those cores containing steel reinforcement are
considered in the structural calculations. (o P,w doubles to 19,250 plf when #4 steel rebar
is placed in every vertical core and the calculations include every core.
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CALCULP,TION FOR REQUIItED STRENGTii FOR 2 STORIFS
U = 1.4D + 13L [ACI 318 (9.2.1)]
Given:
Roof Dead Load = 15 Ibs/ftZ
Roof Live Load = 20 lbs/ft2
Intermediate Floor DL = 15 lbs/ftz
Inteimediate Floor LL = 40 lbs/ftz
Load Due To 2nd Story Wall = 8 ft x 56 = 448 plf
Distance Between Bearing Walls: 24 ft
D= 15 ibs/ft2 (? fr} + 15 lbs/ft?? ftl + q48 ]bs = 808 pif
2 2 1 1
l
L= 20 lbs/ft124 ftl + 40 1bsJftl ? ftl = 720 plf
J i
u = i.a(sos) + 1ac720)
:. U= 2,355 plf « 9,625 plf A.O.K.
il
ADD 80-MPH WII3D LOAD ON ROOF
P = CeCq4l
Given:
C, = 1.2
CQ = 0.7 (inwazd)
q8 = 17 psF (80-mph wind)
I = 1.0
p = 1.2(0.7)(17)(1.0) = 143 lbs/RZ
U = 0.75(1.4D + 1.7L + 1.7TP)
[ACI 318 (9.2.2)]
D= 808 plf (as previously calculated)
L= 720 plf (as previously calculated)
p = 14.3 lbs/ft2
W= 143 lbs/frZ f 24 ? l= 172 plf
l 1
U = 0.75[1.4(808) + 1.7(720) + 1.7(172)]
U= 1,986 plf « 9,625 plf A.O.K.
or
U=0.9D+1.3W
U = 0.9(808) + 13(172)
U= 951 plf aK 9,625 plf A.O.K.
Note: All other combinations result in a U< 2,355 plf as first calculated.
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& MOMENT MAGNIFICATION FAGTOR
For all Polysteel Forms' and Foam Form walls over three courses high (48 inches),
kl„/r > 34 - 12M1b/M2b. T'herefore, slendemess must be considered.
MOMIIVT MAGNIFICATTON [ACI 318 (10.11)]
M = Vlw + aA,
8b= C. z1.0
1 _ u
(OPe
p _ a2El
, (kld z
p _ n2El
? (4) 2
E, _ Eclg/2.5
l+pd
Given:
Ss = 1.0
My = 0 (Due to the configuration, Foam Form walls are braced against sidesway
continuously from top to bottom.)
CM = 1.0
,
Ec = 2,850,000 psi
Ig = 65.1 in°
0.7
D 1.4(808) = 0.480
pa D+ L 1.4(808) + 1.7(720)
(2,850,000)(65.1)
EI = Z'S = 50,145,000
1 + 0.480
(maanenfs ate proportional to loads)
pc _ a2(50,145,000) _ 53,681 lbs per reinforced core @ 24?? O.C.
[(1.0)($)(12)]2
13
:. PC = 53,681 + 2= 26,841 plf
Note: P. doubles to 53,681 when #4 rebar is placed in every core.
1.0
$b 2,358 = 1.144
1-
(0.'n(26,841)
MOMENTS 8c RESISTANCE TO MOMENTS
CAI.C[TIATE FACI'ORED MOMENT DUE T'O 80-MPH WIIdD
M. = 1.7(wL2/8)
w = p =CCQq,l
Given:
CC = 1.2 (most sevete) W
Cq = 1.2 (inward)
q, = 17 (80-mph wind)
I=1.0
L=8ft
w = (1.2)(1.2)(17)(1.0) = Za.s psf
M. = (1?7)(24.5)(8)2 = 333 ft-lbs plf
$
M, = 8M = 1.144(333) = 381 ft-lbs plf
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CALCULATE FACI'ORED MOMENT DUE TO ECCENTRIC ROOF LOAD
U= 1.4(15)(24) + 1.7(20)( 2 1 ? U
l l 1 j,
i•
U = 660 lbs i
M (1 in)(660) = 55 fqlbs I
R 12 in/ft M, = EMR = 1.144(55) = 63 ftpbs ?
COMBINE FACPORED MOMIIdTS DUE TO WIND & ROOF IAADS
M? = SMw + SMR = 381 + 63 = 444 ft-16s (plf)
#4 0 ?A" O.C. REQ'D (513 ft-lbs > 444) see page 16 calcularion
CALCIJLATE MOMENT DUE TO FLOOR/LEDGER SYSTSM
U = 1.4(15?'l + 1.7(40)(?l
1 l 1
U = 1,068 plf
MP = 8(1'?g)(s ?)
12 in/ft
Mp = 8445
Mp = 1144(445) = 509 ft-lbs
15
COMBINE FACPORED MOME?M DUE TO WIND 8c ECCENTRIC ROOF LAAD 8c
FIAOR/LEDGER SYSfSM
MTOTAL = MWRM + MROOp + MFLOOR
MTOTAL = 381 + 63 + 509
MMTAL = 953 ft-lbs (pl)
CAI.C[TLATE
Z I
?M„ - 4kA,.fyl d 1
l
a = A'fy
0.85(J°c)b
Given:
4? = 0.7
A, = 0.20 in2
,fy = 40.000 Psi
d= 5 in/2 = 2.5 in
,f c = 2,500 psi
b = 6.25 in
TO MOIVIENT IN WAi 7.
020(40,000)
?M. _ (0.7)(0.20)(40,000) 2.5 - 0.85(2,500)(6•25)
2
(OMR = 12,313 in-lbs + 12 =
oOMn = 1,026 ft-lbs (with #4 @ 12" O.CJ
Note: With #4 vertical rebar @ 24" D.C., (?M, = 513 ft-lhs, it is shown that for the case
where a second story floor is added above a 6-inch Form wall using a floor/ledger
system, #4 vertical rebar will be required at 12" O.C. resulting in +M, = 1,026 ft-lbs
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CALCUTATE K FOR #3 VERTTCAL REBAR @ 12" O.G
Aa,fy
40M" _ 0'fy d- 0.85f'cb
2
(0.11)(40,000)
40Mr = (0.7)(0.11)(40,000 2.5 - (0.85)(2,500)(6.25)
2
(?M? = 7,190 in-lbs = 599 ft-Ibs (plf)
CALC"IJI.ATE M, FOR #5 VERTTCAL REBAR @ 12" O.G
(0.31)(40,000)
¢Mq = (0.7)(031)(40,000 2.5 - (0.85)(2,500)(6.25)
2
(OMa = 17,648 in-lbs = 1,471 ft-lbs (plf)
CAI.CCTI.ATE K FOR 744 VSRTTCAL REBAR Q 12" O.C.
(0.40)(40,000)
¢M. _ (0.7)(0.40)(40,000)?2.5 - (0.85)(2,500)(6.25)
2
itM. = 21,254 in-lbs = 1,771 fr-Ibs (plfl
17
BEARING 8c SHEAR STRENGTHS AT TOP OF WAT 7"
CALCULATE DESIGN-BEARING STTtENGTH ON TOP OF WALL
Design-Bearing Strength s O(0.85f'cAl) [ACI 318 (10.15)]
Given: 61
it = 0.7 [ACI 318(9.3)]
.(c = 2,500 psi (min) ? .
A1 = 1.5 in x 6 in = 9 in2 (assume 2 z 6 roof ttvss) R? 1(/
D.B.S. s 0.7(0.85)(2,500)(9 in2)
:. D.B.S. s 13,387 lbs
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Note: A continuous wood top plate (2 x 4 or greater) is recommended even though the
calculation above shows that it is not needed.
CAI.CUTATE SHF.AR STRENGTH ACROSS WALL
V, _ 40V [AQ 318(11.1.1)]
Vp=K +V.
v, = 2Ffc b. d
Vf _ Ay fYd
s
Given:
4 = 0.85
f c = 2,500 psi (min)
bw=6.25in
d=5/2=2.5in
V, = 0 (Assume no shear reinforcement for shear across wall.)
V, = 2 2,500(6.25)(2.5) = 1,562 1bs plf of wall
sss•
(calculation continues on next page)
18
H
? V. = V, + V, = 1,562 + 0= 1,562 1bs
' V. _ OVb = 0.85(1,562)
' :. V4 = 1,328 lbs per liuear foot of wall
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' . POLYSTEEI, FORM" 8c FOAM FORM BOND BEAM
As a result of the configuration of the concrete in our Form wall, the "bond beam" is an
, integral part of the monolithic wall. Every course of our Forms, including the top course,
consists of a concrete "I" beam 16 inches high with 6-inch concrete Ilanges. (See Sections A-
A& B-B on page 4.)
' For bond beam purposes, the top horizontal core will have a minimum of one-#4 rebar
placed in t6e center to provide bond beam reinforcement.
' CALCUTATE BOND BEAM SHEAR SITtENGTH FOR TRANSVERSE IAAD
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Given:
f'c = 2,500 psi
Ay = 0.20 in2
.fl' _ 40.000
V. - 4or. - 4XY, + r)
I f''-'11
ra R4"
1
But V, = 0 (Assume no shear reinforcement for shear across bond beam)
' bw = 3 in (con.4ervative)
d = 5 + 2 = 2.5 (conservaflve)
? = 0.85
' V, = 2,500(3)(2.5) = 750 ]bs
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V. = 750 + 0 = 750
:. V. _ ioV. = 0.85(750) = 637 lbs
19
SHEAR STRENGTH AT 30INT BETWEEN WALL & FOOTING
V. S I?Vn
V? = Ayffyµ [AQ 318(11.7.4.1)]
Given:
Ayf = 0.20 in2 (#4 rebaz @ 2411 O.C.)
fy = 40,000
.L =1.0
µ= 0.61 (concrete placed against hardened concrete and not intentionally roughened)
V = (0.20)(40,000)(0.6)(1.0) = 4,800 lbs
Vr = 4,800 + 2= 2,400 lbs per linear foot of wall
V? _ 10V = 0.85(2,400)
:. V s 2,040 lbs per linear £oot of wall
2,040 ]bs >> 200 lhs [[JBC 2310] :. A.O.K.
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EARTHQUAKE AND WIND
EARTHQUAKE FORCES
V _ ZIC R,
R.
C _ 1.255
Tw
[[JBC 2312]
ROOR #2
T = Ct(hR)114
V =Ft + ?Fi
i-i
Given:
f c= 3,000 psi [AQ 318A.2.4.21
Horiz rebar: #3 0 16" O.C. [AQ 318 (A.5.2.1)]
Vert rebar: #3 @ 12" O.C.
Z = 0.4 (zone 4)
7 = 1.0
k = 6 [[JBC Table 23-0]
C = 2.75 [UBC 2312(3)21
ha = 8 fr per story
Ct = 0.020 [UBC 2312(e)2Bi]
R z 0.075 [IJBC 2312(e)2]
R.
C_ 2•75 _ 0.458 > 0.075 :. A.O.K.
R. 6
21
-J„4-. Vz
WALL #2
4- V,
wALL #1
1 --i---Ve
CALCCTLATE T dt FT
T = C,(hr)11"
T = 0.020(8)3/4 = 0.0951 sec
T= 0.0951 K 0.7 sec
.: Fr = 0 (zero) [UBC 2312(e)41
Note: For h„ = 20 ft(2 stories x 10 ft)
T= 0.020(20)3/4 = 0.189 < 0.7 sec
:. Fr = 0(zero) for all cases
Because F, = 0, VB is the largest earthquake shear to design for.
VB CALCULATION
vB= Z w
w° Dxoor + DFIAOR 112 * Dw.uc ez * Dw.uz ei
wnu. a2
RooR az
= 15 lb/ft2( 2)+ IS(?) + 8(5? + 8(5? w? ??
riooR ?ri vs
W= 1,2561bs plf of wall -?
VB _ (0.4)(1.60)(2.75) [1,256] = 230 lbs plf
but U = 1.4E
:. VB = 1.4(20) = 322.41bs plf
Assume our Form wall perpendicular to earthquake forces is 30 feet long
:. VB,, = 30 ft(322 lbs/ft) = 9,660 lbs
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sHEAR sTxuxGTx oF sBFx wAT i"
V. - Acv(2fFvc + pn fy) [ACI 318(A.7.3.2)]
+ }
? 12, TI I Z
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A? = 2" x 12" = 24 in2 per foot
f'c = 3,000 psi ( required in seismic zones 3 Bc 4)
fY = 40,000 psi
0.11 inz P. 2 in x 16 in = 0.00344 [#3 horizontal rebaz @ 16" O.C.]
Vn = 242 3,000 + 0.00344(40>000)] = 5,931 lbs
Vµ = 4?V„ = 0.6 (5,931) 40 = 0.6 [AQ 318(A.23.1)]
V. = 3,559 lbs per foot of sheat wall
VB30? r V = 9,660 lbs + 3,559 = 2.71 ft of sheaz wall req'd
23
MOMENT RESISTANCE OF SHEAR WALL
CALCUTATE MONIENT DUE 1'O Vl RESISfED BY SHEAR W AT 7.
Vl ZIC
= jzw W
1
R' - Dxoor + DPfAOR li2 * Dw,u.c m- 2Dweu ri
= 15( 2 1+ 15l ( 24l + S(5? + 4($?
l 1 I
W= 1,0321bs plf of wall
vl _ 0.4(1.6)(2.7?[1,032] = 1891bs
? WALL #2
FLOOR #2
Vi
w,v.L #i a Fr
M= S ft(189) = 1,512 ft-lbs plf of wall
but i7 = 1.4E = 1.4(1,512)
:. M= 2,117 fr-lbs pff of wall to be resisted hy shear walls
Assume the Foam Form wall perpendicular to earthquake forces is 30 feet long
:. Moment = 30 x 2,117 = 63,510 ft-Ibs
CALCUTATE LENGTii OF SHEAR WAI1S REQUIRED TO RESIST
OVERTURNING MOMENP DUE TO EARTHQUAKE
Uplift Resistance = Wy
10 = 0.9 (a7dal tension)
A, = 0.11 (#3 @ 12" O.C minunum)
f. = 40,000 psi
U.R. = 0.9(0.11)(40,000) = 3,9601bs plf of shear wall
Moment To Be Resisted = 63,510 ft-Ibs
Assume a 4-ft shear wall at each end of the 30-ft-long wall in question
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MKFC=r, = 2j(lft)(3,960)+(2&)(3,960)+(3ft)(3,960)+(4ft)(3,960)]
M?jsTWG = 79,200 ft-lbs > 63,510 :. O.K.
Note: The resisting moment due to the dead load of the building has been completely ignored!
OVERTURNING DUE TO WIND
Given:
2-story house
p = 25 psf (100-mph wind)
house length = 50 ft
DROOF = 15 lbs/ftZ
DALOOR - 15 IUS/RZ
DwAlr *1 = 10 x 56 = 560 lbs plf
DwALL 02 = 10 x 56 = 560 lbs plf
DOORS & WINDOWS = 20% of wall azea
Hi
wnLL ai
HQ --?'-
WALL 92
HI = 2(25 psJO( 14)(50 ft) = 4,375 lbs
l
HZ = 2(25 psJO( Z?(50 f[) +?(25 psO( 2 l(50 ft) = 7,500 lbs
l / l /
CALCI7LATE OVSIiTURNINCi MO1V?:NT IN TOP STORY
Ml = 4,375 lbs? 12ft1(1.5 s? = 45,938 ft-lbs
l J
RESISTTNG DEAD LOAD MOMENT = Mju _?[DWOF + DWAfI ql]
MIU = 24[15(24x50)+(1.0-0.20)(560)(2z24+2x50)] = 1,011,648 ft-lbs
Mia>> 45,938 ft-lbs :. A.O.K.
25
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CALCULATE OVERTURNING MOMLNT FOR EIVTIItE HOUSE
MMTAL =f (4,375)( 2 +lOl+(7,500)( Z l1(1.Ss?=167,813ft-lbs
? l 1 l 1
Resisting Dead Load Moment =24 [Dxoor + Dr+wox + Dw,ut, + pw.u.ci]
2
?[15(24x50)+15(24x50)+(0.8)(560)(148)+(0.8)(560)(148)]
Mjt?? = 2,023,296 ft-lbs » 167,813 :. A.O.K.
Note 1: Due to the massive weight of the 6-inch Foam Form walls, the resisting dead load
moments prevent overtuming without consideration of tie downs.
Note 2: Notice that the resisting dead load moment will gready exceed the overtuming
moment due to earthquake as calculated previously.
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POLYSTEEL FORM'" & FOAM FORM LIIVTELS
CALCULATION FOR LINZEI. LOADING
M = ni
° 12 6'
I ?
W= UI
:. M = UIZ
? 12
Given:
U= 2,000 lbs/ft of lintel
lr = 8-ft span
Depth of lintel = 16 in
Reinforcement =#5 rebaz in top Bc bottom
M _ 2 ?(8)z
M. 12
M. = 10,667 ft-lbs
#5 REBAR
CALCUTATE RESISTING MOMENT OF LiNTEL
MR = OA.,fYId-21
a = A'f'
0.85,f cb
Given:
it = 0.9
A, = 0.31 inZ (#5)
fY = 40,000
d=14in
f c = 2,500 psi
b= 5 in (see nezt page)
0.31(40,000)
MR = 0.9(031)(40,000)I14 - 0.85(22>500)(5)
MR = 149,728 in-ibs + 12 =
MR = 12,477 fr-lbs > M, = 10,666 :. A.O.K.
27
CALCIJI.F?TION TO CEFCR "a" AND "b°
?
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? IN
-- -- ZD
#5 REBAR
= A' f
a ''
0.85fcb
Given:
As = 031 inZ
fy = 40,000 psi
f c = 2,500 psi
Letb=Sin
:. a = 0.31(40,000) _ 1.17 ia
0.85(2,500)(5)
We see that the rectangular compressive stress block (a x b) fa1Ls well within limits
:. A.O.K. .
CALCUI.ATE SHEAR IN LiNTEL
V _ j{r _ U1.
Y
L ^ n
L
V. = 2'?(8) = 8,000 lbs
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CALC[JIATS LIIVTEL SHEAR
V. s +VA [ACI 318(11.1.1)]
V. = Y, + Vs
V, = 2 ,f?cbwd [ACI 318(11.3.1.1)]
bw=2in
d= 14in
:. V, = 2 2,500(2)(14) = 2>800 Lbs
+V? = 0.85(2,800) = 2,380 1bs
1/24) V< < V.
:. shear reinforcement is required
SHEAR REINFORCEIVffiHT FOR i1N'I'I?i•
Add one #3 rebar stirrup, or equivalent, in each Polysteel Form or Foam Form core cell
oriented along the line of the wall as shown. Stirrup ends to be anchored by bending around
top longitudinal reinforcement at least 135°. [ACI 318 (12.13)]
yQ = Avfy d
[ACI 318(11.5)1
S
Aw(min) = SObws
f
y
Given:
Ay = 0.11 inz
fy = 40.000 Psi
d=14in
s=6in
A,, (min) = 50(2)(6) = 0.015 inz « 0.11 in2 :. O.K.
40,000
j, _ 0.11(40,000)14 _ 10,267 Ibs
V. 6
also Vs s 8Ff'cbwd = 8 2,500(2)(14) = 11,200
?VT = 4)(V, + V,) = 0.85(2,800 + 10,267)
OVr = 11,107 > Vy = 8,000 :. A.O.K.
29
:. A.O.K.
CALCLTIATION VARIATIONS
CALCULATION VARIATIONS FOR 10-FOOT WALIS
DO PAGE 10 4?Paw CALCUTATiON FOR 10-FT WALL
IPP? = 0.55(0.7)(2,500)(31.25) 1-((1.0)(10)(12) 2
[ 32(S) )
4P? = 13,159 lbs per reinforcement @ ?A1 O.C.
(DPw _ 13?59 _ 6,580 lbs plf
DO PAGE 11 "U" CALCLTLATTON FOR 10-FOOT WALL
Load due to 2nd story wall = 10 x 56 = 560 lbs
D= 1 S( ? 1+ 15( 2 1+ 560 = 920 Ils
t 1 l 1
U= 1.4(920) + 1.7(720) = 2,512 lbs < 6,580 ibs :• A.O.K.
DO PAGE 12 WIND CALCULATIONS FOR 10-FT WALL
U=0.75[1.4(920) + 1.7(720) + 1.7(172)] =2,1031bs<6,580:. O.K.
U=0.9D + 13W = 0.9(920) +1.3(172) =1,0521bs < 6,580 :.O.K.
DO PAGE 13 bb CALCULATIONS FOR laFt' WALL
1.4(920) = 0.513
pd 1.4(920)+1.7(720)
(2,850,000)(65.1)
EI = 2'5 = 49,051,000 lbs
1 + 0.513
P. _ n2(49,051,000) _ 33,606 lbs + 2= 16,803
[1.0(10)(12)]2
U0oti = 2,516 Ibs « P, :. A.O.K.
Sb = 2?16 = 1.272
1-
0.7(16,803)
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DO PAGE 14 WIND CALCUI.ATION FOR 10-Ff WALL (80 MPH)
M = 1.7(24.5)(10)2 _ 521 ft-lbs
w $
SMw = 1.272(521) = 663 ft-lbs
DO PAGE 15 ECCENITZIC ROOF LOAD FOR 10-Ff WALI.
M, = bMR = 1.272(55) = 70 ft-lbs
Comhining Wind & Eccentric Loads
M, = bMw + 8Mx = 663 + 70 = 733 ft-lbs
733 < Mt = 1,026 as calculated on page 16 far #4 @ 1211 O.C. O.K.
DO PAGES 15 AND 16 CALCUTATION COMBINING WIl+iD & ROOF 8c FLOOR (80-MPH
WIND)
M?.,? = MWOM + MROOF ' MFCOOx
= 8M + SMR + EP
= 1.272(521) + 1.272(55) + 1.272(445)
M?.,L = 1,299 ft-lbs
1,299 > Mt = 1,026 (#4 @ 12" O.C.)
Txy #5 0 1e O.C. (M, = 1,471 from page 17)
1,299 < 1,471 ft-lbs :. O.K.
31
CALCULATION VARIAT10N5 FOR 100 MPH WINDS
DO PAGES 14 & 15 WIND CALCULAl10NS FOR &FT WALLS (100-MPH WIND)
qs = 26
W = 1.2(1.2)(26)(1.0) = 37.4
M _ (1.7)(37.4)(8)2 = 509 ft-lbs
w 8
M, = 8Mw = 1.144(509) = 582 ft-lbs
8Mw + SMR = 582 + 63 = 645 ft-lbs
#4 @ 12" O.C. REQ'D: 645 < 1,026 :. O.K.
ABOVE CALCULATIONS FOR 1aFT WALLS (10aMPH WIND)
M _ 1.7(37.4)(10)2 _ 795
w 8
M, = SMw = 1.272(795) = 1,011 ft-Ibs
SMw + bMR = 1,011 + 70 = 1,081 ft-lbs (:. #5 @ 12" O.C. REQ'D)
32
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POLYSTEEL FORM'" & FOAM FORM RETAINING WALLS
Given:
Earth weight = 30 lbs/ft3 fluid presswe
height = 10 ft
f c = 2,500 psi
fy = 40,000 psi
d = 3.5 in
As = 0.40 in2 (2-#4 vertical rebaz)
b=7in
2
Resultant force = p- 3 Zh
p _ 30(20)2 _ 1,500 lbs
M = 0.128 Wh
W = P = 1,500 ]bs
M = 0.128(1,500)(10) = 1,920 ft-lbs
M = 1.7M = 3,264 ft-Ibs
4Mn - (OA,.f?d 2
a = A' fY
0.85(j''c)b
(0.4)(40,000)
i0MA=(0.9)(0.40)(40,000) 3.5 - (0.85)(2,500)(7)
2
Q)Mr = 42,655 in-Ibs + 12 = 3,554 ft-lbs
M = 3,264 < 3,554 :.AA.K.
33
P
EQUIVALENT
S?ION
P ----
2xa RESaFt ?
?T
u
..? a
-s i t- d = 3.5 In
BELOW-GRADE SEALANTS FOR POLYSTEEL FORM? AND
FOAM FORM WALIS
The design of the building and local ground conditions will normally dictate what below-grade
coating should be applied to the exterior of our Polysteel Form' and Foam Form walls.
Our Forms are molded to a minimum density of 1.5 pounds per cubic foot using modifed
expanded polysiyrene. Because it is molded rather than cut and because it is 65 percent
more dense than typical "bead board" sheet insulation, it will not deteriorate below grade,
in most cases, even when it is not sealed or coated.
IC7:F.y2I?1:IYK?
Before backf'illing the dirt against a basement wall, the exterior should be sealed against
moisture (particularly where the Forms join together). All regional and local building codes
should be adhered to including instalfing a proper drainage system around the basement.
Any approved basement exterior sealant that is compatible with expanded or estruded
polystyrene is acceptable provided it is installed according to the sealant manufacturer's
instructions. Any latex or acrylic coating designed for sealing the exterior of basement walls
is acceptable. Plastic roofing cements also provide an excellent sealer for our Forms. They
are frequently used for sealing conventional concrete basements and are compatible with our
Form walls because they contain a minimum amount of mineral spirits. (See page 41 for
basement damp-proofing details.)
Basement sealants containing a high concentration of hydrocarbon solvenu or mineral spirits
should not be used.
Because of the fle3d6iliry and cushioning effect of the Polysteel Form'" and Foam Form
expanded polystyrene, basement sealants are more resistant to punctures and cracking than
when they are applied directly to conventional concrete basement walls.
In instances where the baclcfill conditions are severe, a plaster coating or parging can be
applied to the Form exterior prior to applying the sealant. For crack control, a wire mesh
should be used. The wire mesh should be tied to the concrete within the wall using
galvanized steel wire which must 6e instalied before the forms are 611ed with coocrete.
51'EM WALiS AND CRAWL SPACES
In most stem wall applications, the exterior Form surfaces do not require sealing or coating
before backfilling. Since American Polysteel Forms (formerly Southwest Foam Form)
opened for business in 1978 we have not had one incident where our Forms have shown signs
of below-grade deterioration.
In applications where it is necessary to coat or seal the exterior of a stem wall, the methods
for sealing basement walls should be followed.
34
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TABLES FOR REINFORCEMENI' REQUIItEMENTS
REINFORCf.MENT FOR WAi7 S
TABLE I
NIINIMUM REINFORCEbffiNT REQUIItE1VIElV I'S FOR lrINCfi FORM BUII UINGS
For 1-Story (or Top Story of 2-Story) Buildings
SE4SMIC WIND &Fr WALLS iaFr warss
2ANES SPE33DS
0, 1, 2 80 MPH V=#4 @ 24" O.C. V=#4 @ 12" O.C.
H=#4@48" O.C. H=#4@48" O.C.
100MPH V=#4@12" O.C. V=#5@12" O.C.
H=#4@48" O.C. H=#4@48" O.C.
3,4 80MPH V=#3@12" O.C. V=#4@12" O.C.
H=#3@16" O.C. H=#3@16" O.C.
100MPH V=#4@12" O.C. V=#5@12" O.C.
H=#3@16" O.C. H=#3@16" O.C.
For Bottom Story of 2-Story Buildings
sErsNUC wM s-Fr wa?LI.s iaFr warss
7ANE5 SPHEDS
0,1,2 80MPFI V=#4@12" O.C. V=#5@12" O.C.
H=#4@48" O.C. H=#4@48" O.C.
IOOMPH V=#5@12" O.C. V=#5@12" O.C.
H=#4@48" O.C. H=#4@48" O.C.
3,4 80MPH V=#4@12" O.C. V=#5@12" O.C.
H=#3@16" O.C. H=#3@16" O.C.
IOOMPH V=#5@12" O.C. V=#5@12" O.C.
H=#3@16" O.C. H=#3@16" O.C.
Note: V = Vertical Reinforcement
H = Horizontal Reinforcement
See Tables III and IV for Basement Rebar Requirements
35
TABLE II
NIINIMLJM RIINFORCEIvIElVT REQUIRIIIEEN'T5 FOR &INCii FORM BUII.DINGS
For 1-Story (or Top Story of 2-Story) Buildings
sEISAHc wm aFr wnLIs iaFr wAi 7 C
ZONES SPEEDS
0,1,2 SO MPH V=#4 @ 24" O.C. V=#4 @ 24" O.C.
H=#4@48" O.C. H=#4@48" O.C.
100MPH V=#4@24" O.C. V=#4@12" O.C.
H=#4@48" O.C. H=#4@48" O.C.
3,4 80MPH V=#3@12" O.C. V=#3@12" O.C.
H=#3@16" O.C. H=#3@16" O.C.
100MPH V=#3@12" O.C. V=#4@12" O.C.
H=#3@16" O.C. H=#3@16" O.C.
For Bottom Story of 2-Story Buildings
sElsMIC wINm 8-Fr waLts iaFr wai.ts
z.oxES srEEns
0,1,2 80MPH V=#5@24" O.C. V=#4@12" O.C.
H=#4@48" O.C. H=#4@48" O.C.
100MPH V=#4@12" O.C. V=#4@12" O.C.
H=#4@48" O.C. H=#4@48" O.C.
3,4 80MPH V=#4@12" O.C. V=#4@12" O.C.
- H=#3@16" O.C. H=#3@16" O.C.
100MPH V=#4@12" O.C. V=#4@12" O.C.
H=#3@16" O.C. H=#3@16" O.C.
Note: V = Vertical Reinforcement
H = Horizontal Reinforcement
See Tables III and IV for Basement Rebar Requirements
36
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FOR BASEMENT WALLS
TABLE III
VERTTCAL BAR REIIQFORCEMLIVT FOR BASEIVffid15 IN SELSMIC ZONES 0, 1, 2
1 HEIGHT OF BACKFII.L 6INCH FORMS 8-INCH FORMS I
5 ft or less #4 @ 24" O.C. #4 @ 24" O.C.
5'/z ft #5 @ 24" O.C. #4 @ 24" O.C.
6 ft #4 @ 12" O.C. #5 @ 24" O.C.
6'/z ft #4 @ 12" O.C. #5 @ 24" O.C.
7 ft #5 @ 12" O.C. #5 @ 24" O.C.
7'/zft #5 @12" O.C. #4@12" O.C.
8 ft #5@12" O.C. #4@12" O.C.
8'/2 ft #5 @ 12" O.C.
9 ft "
: ,. #5@12" O.C.
9'/z ft
; #S @ 12" O.C.
10 ft 2-#4 @ 12" O.C.
HORIZONTAL REINFORCEMENT: Place #4 bars horizontally every 4 feet (every 3rd
course).
Note:
1. These rebar requirements assume a retained earth weight equivalent to a fluid weighing 30
Ibs/ft'.
2. These reinforcement requirements are based on 40,000 psi deformed steel rebar and 2,500
psi concrete.
3. The reinforcement must be placed in the center of the wall.
4. Backf'ill must be well drained.
5. The basement floor must be poured and the Srst floor in place prior to backfilling.
6. See page 41 for additional details.
37
'
TABLE IV '
VERTICAL BAR RIINFORCEMLNT FOR BASEI4ffiVTS IN 3EISMIC 7ANES 3 8c 4 '
HEIGHT OF BACKFII.L 6-INCH FORMS 8-INCfi FORMS
5 ft or less #3 @ 12" O.C. #3 @ 12" O.C.
5'/zft #4@12" O.C. #3@12" O.C.
6 ft #4 @ 12" O.C. #3 @ 12" O.C.
6'/zft #4@12" O.C. #3@12" O.C.
7 ft #5 @ 12" O.C. #4 @ 12" O.C.
7'/z ft #5 @ 12" O.C. #4 @ 12" O.C.
8 ft #5 @ 12" O.C. #4 @ 12" O.C.
8'/z ft ? #5 @ 12" O.C.
9 ft ?
,?.. #5 @ 12" O.C.
9'/zft ? #5@12" O.C.
10 ft 2-#4 @ 12" O.C.
HORIZONTAL REINFORCEMENT:
Note:
1.
2.
3.
4.
5.
6.
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Place #3 bars horizontally every 16 inches (every
course).
'
These rebar requirem'ents assume a retained earth weight equivalent to a fluid weighing 30 '
lbs/ft3.
These reinforcement requirements are based on 40,000 psi deformed steel rebar and 2,500
psi concrete. '
The reinforcement must be placed in the center of the wall.
Backfill must be well drained. '
The basement floor must be poured and the first IIoor in place prior to backfi'lling. '
See page 41 for additional details.
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REINFORCEMENT FOR i TNTRT S
TABLE V
MINIIAiJM REBAR REQLJIRElWEN1s FOR (rINCH 6t S-INCfi i iNTFi c
Note: •
1. "U" is the factored load as defined by UBC 2609(c).
2. Center the required horizontal rebar (as shown in the above table) in both the bottom and the top
horizontal cores of the Form lintel.
3. This table is based on 4 = 40,000 psi and fc = 2,500 psi.
4. This table is for lintels with a minimum height of one complete Form unit (16 inches).
5. Lintel/L.oad combinations wlilch are on the right of the heavy solid line tequire shear reinforcement.
Stirrups fahricated from #3 rebar and spaced at 6-inch on center over the entire lintel span must he
usecl in addition to the horizontal reinforcing shown in the a6ove table.
6. See page 44 for typical lintel stirrup details.
39
STEM WALL & CRAWL SPACE
INSULATION WOOD FRAME CONST.
FLOOR ? ANCHOR PER CODE
JOISiS (LOCATE IN CORES)
2 x 6 PLAiE
i
2= P51 CONCREfE
?
244 COMINUOUS b' FORMS ?
? L
w
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h -
FOOTING AS REQ'D
40 24'O.C.
ALTERNAlE BENDS
FOAM FORM STEM WALL & SLAB
wooo FRa,nne coNsr,
4' CONCREfE SLAB
ANCHOR PER CODE
? (LOCATE IN CORES)
2,500 PSI CONCRETE ? ' ` W\/p ?
? FOAM FORM ?
244 COMINUOUS ? ?
? a
w
o p
FOOTING AS REQ'D
#4 0 24' O.C.
ALTERNATE BENDS
40
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FOAM FORM BASEMENT DETAIL
?`FOAM FORMS
j
INTERIOR FINISH
SEE TABLES FOR
REBAR REQ'D
ii
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FOOTING AS REQ'D
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BASEMENT DAMP PROOFING (Refer to number in above sketch)
STEP 1: Install proper drainage system around the basement as required by local codes.
STEP 2: Clean the surfaces where the base of the wall meets the footing, apply a 1/2"
bead of *plasdc roofing cement along this joint and blend it into the footing below and
the wall above to provide a water-tight seal.
S1EP 3: Apply *plastic roofing cement to all vertical and horizontal joints between
forms using a putty knife to provide a water-tight seal at every joint.
STEP 4: Apply a thin layer of *plastic roofing cement with a trowel to obtain a water-
tight membrane over the entire below-grade surface. (Coverage rate: 50 sq ft/gal resulting
in an average tluclaiess of 1/32".)
STEP 5: Backfill the basement wall with soil that is free of construction debris and large
rocks. (Back£ill only after basement tloor is poured and the first floor is in place.)
'Use Frontier Plastic Roofing Cement #21209 by Monsey Product Company of
Kimberton, Pennsylvania, or Black Jack Fihered Plastic Roof Cement #6220 hy The
Gibson-Holmes Company of Twinsburg, Ohio, or equivalent.
41
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TWO-STURY SECTION
?
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? TYPICAL ROOF ATTACHMENT '
(ANCHOR BOLT, PLATE, & RAFIM TIES)
6' FORM
2,500 PSI CONCREI'E
EXTERIOR
COVERING
,I
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1 (
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1
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I ,
L ? ANCHOR BOLTS, I..EDGER,
& JOIST HANGERS
(SEE DETAIL)
?- SEE TABLES FOR
?°1f? REBAR REQ'D
1/2' GYPBOARD
FLOOR
? JO
IVTV
?
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AS REQ'D
42
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6' ON 8' FORMS '
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FLOOR LEDGER DETAILS
ALTERNATE A:
VERT REBAR PER REBAFi TABLES
CONCREIE
?l 8' FORM
GYPBOARD
HOHIZ REBAR
i i
ir U SUB FLOOR
O? ? JOIST HANGER ATfACHED
? TO LEDGER
,
Q 1 (
2RENIOVE FORAAS EPS AND?BOl7
* ANCHOR BOLT REQUIREMENTS
MAXIMUM CLEAR
5PAN IN FEET 15.5 17.6 19.8 21.6 23.6 25.6
BOLT SIZE REQ'D
O 12, O.C. 1!2' 6/8' 3/4' 7/8' 1' 1-1f8'
ALTERNATE B:
8' FQRM BELOW 16' FORM ABOVE
+ IL..111 t- ? ?
f ?
0 arCHoa ear
O 4 Ff O.C.
ALTERNATE C:
FIRE CUT JOIST DEfAIL
vezr ? ? aEoa rnN.?s
? 6vr+eaum
? t ??
ro.A+ Foan,t
s? RooR
? ? II
u II
n l? I
i?
TREAiED WOOD Ft.00R .IOLST
(UBC 2516(c) 1 A Sl
i
?
14 IiOfrQ I7EBM
s MraMUM sen04G
43
TYPICAL LINTEL STIRRUPS
#s sTiRr..PS
#5 REBAR
4
METHOD A
#3 STIRRUPS
#5 REBAR
4
?
METHOD B
Two stirrups are fabricated from #3 rebar, 4 = 40,000 psi, and installed in each vertical
core (12" O.C.) across the entire length of the lintel as shown in either Method A or
Method B above. Stirrup ends must be hooked around the #5 horizontal rebar with at
least a 135-degree 6end. [iJBC 2612(n) 3].
44
I 1-qk?
FILL OUT'THESE FORMS AND YOU WILL SAVE
A LOT OF TIME, ENERGY AND MONEYM
POLYSTEEL
FORMS TM &
FOAM FORMS
From the foundation up, they're the
best innovations in construction.
Polysteel Forms'" and Foam Forms are molded
expanded polystyrene forms for poured concrete
foundations and above ground construction.
WHAT mAl{ES THEm SO
innouoTiuE?
They use 25% less conaete to provide a 50%
stronger, fully insulated concrete wall.
HOW DO THEY SAUE mE
monEY?
Polysteel Form and Foam Form construction
very well may be the most energy effiaent wall
system invented by man. They provide a built-in
R22+ insulation factor, which greatly reduces
heatmg and coolmg costs. In addition, the mngue
and groove assembly mirnmizes heat loss, air fil
tration and drafts. Dust inflltraUOn from outside
is also minimized, so your furrnture will stay clean
longer and you won't have to dust as often.
ARE THESE JUST FOR
BASEmEnTS?
No. The added strength inherent in Fblysteel
Forms not only gives you the capabtlity to build a
super-strong, super Insulated home, but also
duplexes, apartments, even extremely energy
effaent multi-story structures such as office
buddings or condominiums Plus theV cut down
outside noise with a sound class of 48db wrth
only 1/2" drywall and eliminate problems caused
bV noisy neighbors, termites and other annoying
pests.
WHAT HAPPEn3 IF
THERE'S A FIRE?
Fire-resistance is one of the excellent features
of Polysteel Forms and Foam Forms. The forms
are made of naturally fire retardant, non-toxic
expanded polystyrene Should a fire ever occur,
the smoke developed by the polystyrene is actu
ally less toxic than the smoke from burning wood
(U S. Testing Co Report 03298) As a result, fire
msurance rates for Polysteel Form and Foam
Form buildings should be lower than conventional
frame butldings with many insurance companies
ARE ARCHITECTURAL
STYLES LImITED?
No. Any conventional interior or exterior wall
covering can be applied direc[ry to Polysreel Form
walls. And installation of plumbing and wiring is
no problem at all.
Finishetl
Mterlor
WeIIS .
aanelmg can be
insialletl tlire[tly
to wallsurface
Hnfshetl
ENterior
Wells
Drywall goes up
qwcKly and easily
witn arywau
screws
Eiectncai wiring,
outlets anq
sw¢rnes mstaned
wrcmmnventionai
appearance
1 y ?,
??)y
?
?
6p
S[ucco
wooa, vmYl or
aluminum lap
siding
IS THIS FORM OF
COnSTRUCTIOn
EnUIROnmEnTALLY SAFE?
Absolutely No CFCS (chlorofluorocarbons) are
used in the manufacture of Polysteel Forms and
Foam Forms There is no toxiaty and no fumes
of any kind to pose any sort of threat to the
enwronment.
WHAT EFFECT DO WATER
AnD nATURE HAUE?
In foundations and above ground construction,
Polysteel Form and Foam Form walls are perman
ent, more water resistant than concrete walls
alone and they don't decompose, mold or dryrot.
Oh, and termites hate them.
is THis FORM oF con-
STRUCTIOn APPROUED?
Although unique, Polysteel Forms and Foam
Forms are not new. They have been subjected to
rigorous testing and scrutiny And in buildings
constructed throughout the muntry during the
past 92 Vears, Polysteel Forms and Foam Forms
have proved to be an insulated concrete form of
outstanding quality, engineering and effiaency
POLYSTEEL FORm3 AnD
FOAm FORmS HAUE BEEn
APPROVED BY:
J • Uniform Building Code iU60
enckarstone • Int2m8tloYl81 COnf2f2nC20f BUildiYlq OffiCi215
masonry (ICBO) 3401, 4295
• Omega Point Laboratones
Quality Control Program No. 8503-1
00artl antl hBtten.
WNAT ARE THEY?
?.
? WHV SHOULD SilIL-DIMGa CQI'1ER TRACT08SCHOOSE POLYSTEEL??,
FORnfS? AnD FOAm FORMS?. They_also save building contractors a lor of time, energy and ,
; : - money. Polysteel Forms and Foam Forms use 25% less concrete . to form a 50% stronger wali in less than half the Ume of con f
' yentional steel or alummum forms. They require less manpower
' to erect because they're m_uch lighter than Steel or aiuminum z
fqrms. Concrete can be poured at temperatures as low as
-950F. And because Polysteel Forms and Foam Forms remain - `
with the structure, Vou eliminate the transporting; handling,
• ' stripping and clearnng of heavy steel or aluminum forms.
. , .- .
' ? ..
Authorized Dealer:
f???y•?^? f%rC G'l,?i?,j?G:??T„s
r
:
??j?- INSUCATED FQRMS,-L.P ?
??1JSM NAiIONAtqSiRlBUiqPOFSiAYINVWCECONCREIEFORMS
P O. BOX 46790 OMAHA, NEBRASKA 68128 402-592-7077 .
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?I. hereby certi£y that Lhis plan was prepared by me or
under my dizect supe"`lision and that I am a duly Registered
Land Surveyor under Ehe Laws of 1;he State of Minnesota.
Data: Alae??i 8. iFSS v?+A?A+?-f
?,eRoy Horilen
Registered Land Surveyor No. 10795
89T.42 -rop wALL
892.0 Ooi"r. WALL.
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Na t'+'.T 1-1-
nr?W.a-r.m.. ca.UisTY? ;
"^'?N'??°`?p' ;• RECEIVED MAR 1 6 1995
RerrA: t N It•,! CA W AL L L A`lo c;v T?e.1
mt2, ?jTEV E MAP,NDER15 e0y-
u:ue? 114 s td' APPNOV20 IN. ? op?wu av
A.;?aGlRi M 5u@:`S?O[ti14EN:4r,. ? CNG,
ly?mew? po.19a.wawIe a 21UW b0d ZES
7L 2Z 96, L0 2kiW 90d 2£I
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Established in 1962 37869
LOT SURVEYS CONIPANY, INCe F. gON? N?? 645-69
304
LAND SURVEYORS SCAIE I" =
IlEGI3TERED UNDEEt LAW9 OF STATE OF M[NNESOTA
7801 • 73rd Avenue North 660'309$
MinneapoW, Mlnnaota 66428
NEN CREATION HOMES )?Mgqa? ?nuft(&
Property located in Section
21, Township 27, Range 23,
Dakota County, Minnesota
Address: ¢111 Cashell Glen
m
?1i so>,
7? 89
G
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90¢
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10.46>
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Lot 14, Block 4, HENZEL FIRST ADDITION
Proposed bullding lnformotion must be checked with opproved building
plan before excavation and comtruction.
The only wNwb tAown m from platn of record or InformaUon provided by
clbnt.
yyy hsieby pAlry tfwt thb Is a trus and comsct rspresentation ol a aurvey ot the
poundniss of tM abow described Wnd aiW the locatlon of dl bulldinqa and vlr
IbN encroocArrwnb, If any. Irom or on eald IarW.
gurwyed by us thle 8th dry ol JUl Y 19 94
tZC-Vi5,?n ?-13-1¢ Q?UISED 1-IS-74 -
Signed
o Denotes Iron Monument
o Denotes Wood Hub Set
For Excovation Only
x000.0 Denotes Exlstinp Elevaiion
E;o Denotea Proposed Elevation
.o*? Denofes Surface Dralnaqe
6)10.1 Proposed Top oi Block
41108,11' Proposed Garaqa Floor
o ?4- Proposed Lowest Floor
_ Type of Buildinq -
? Top
9t3.4i
y ? IRnN
? 5.46
«
9"?•3
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s,
J i Fr. rj G E.?.
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EAGAN
mond prqsch Minn Reg. No. 6743
\
?
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Eslablished in 1962
LOT SURVEYS COIV9PANY, INCr F B. NO' 37869
LAND SiJRVEYOR5 sCnLE t" =
REGISTERED UNDER GAW9 OF STATE OF MINNESOTA o Denotes Iron Monument
o Denotes Wood Hub Set
7601 • 79rd Avenue North 680-8095 For Excavation Only
i
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NEVI CREATION HOMES
Property located in Section
21, Township 27, Range 23,
Dakota County, Minnesota
Address: 4111 Cashell Glen
MinneapolL, Minnewta 66428
ortreypro (ffV*fft&
Type of Buiidinp -
1 p'E. J r LrJ Fr- r1 (. V,-
Lot 14, Block 4, NENZEL FIRST ADDITION
Proposed building Information must be checked with opproved building
plan 6efore excovation ond construction. ,
TT» only wNnwnb shown w from plate of record or Informatlon provlded by
cINnL
WY hsroDy cwtlry that thls Is a true and corrsct reprasentatlon of a eurvey ot the
bounderlss of 1M stsow dncrfbed IuW and lhe tocatlon ol all bulldlnqa end vlo-
IbN onctorchmmb, N arry, from a an eald I".
SurvryrdDywthls 8th ?yot_ July 19 94 SiQned
izC-YlSw 12l;?VISED 7-fS-94
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EAGAN
x000.0 Denotes Exlstlrp Elevatfon
? Denotes Propoaed Elevation
-4*? Denotes Surface Drainaqe
°)JO. I Proposed Top of Block
108:11 Proposed Garaqe Floor
0 . Proposed Lowesf Floor
nd A. Prasch Minn. Req. No. 6743
Established in 1962
LOT SURVEYS COMPANY INC. INVOICE N0. 37869
? F. B. NO. 645-69
LAND SURVEYORS SCALE I" = 30
REGISTEAED UNDEB LAW3 OF STATE OF MINNE80TA o Denotea Iran Monument
o Denotes Wood Hub Set
7601- 73rd Avenue North 660-3093 For Ezcavation Only
Minneapolls, Mlnnaota 66428
NEN CREATION HOMES
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Property located in Section
21, Tornship 27, Range 23,
Dakota County, Minnesota
Address: 4111 Cashell Glen
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A. Prasch Minn. Reg. No. 6743
Proposed bullding informatlon must be checked with approved building
plan before excavotion ond construction. ,
The only wNnwntt ahown us from plata of record a Informatlon provided by
client.
WY hersby artlly tMt thls Is a true arW cortscf ropreeentaUon o} a eurvey ot the
boundrfss of tM abow deecrlbed IuW and the locatlon of all bulidinpa end vir
Ible sncroacItmenb, If any, from or on eaid IarW.
Signed
3urveyad by ue mis 8th day of Jul y 19 94
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PERMIT
City of Eagan Permit Type:Building
Permit Number:EA124086
Date Issued:06/20/2014
Permit Category:ePermit
Site Address: 4119 Cashell Glen
Lot:014 Block: 004 Addition: Wenzel 1st
PID:10-83570-04-140
Use:
Description:
Sub Type:Reroof
Work Type:Replace
Description:
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Please print pictures of ice and water protection and leave on site.
Carbon monoxide detectors are required by law in ALL single family homes .
Betty Engen
Valuation: 4,000.00
Fee Summary:BL - Base Fee $4K $103.25 0801.4085
Surcharge - Based on Valuation $4K $2.00 9001.2195
$105.25 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Stephen M Manders
4119 Cashell Glen
Eagan MN 55122
BAC Construction Services
3032 Minnehaha Ave
Minneapolis MN 55406
(612) 721-5500
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Mechanical
Permit Number:EA136806
Date Issued:06/01/2016
Permit Category:ePermit
Site Address: 4119 Cashell Glen
Lot:014 Block: 004 Addition: Wenzel 1st
PID:10-83570-04-140
Use:
Description:
Sub Type:Residential
Work Type:Replace
Description:2 Air Conditioners
Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952)
445-2840.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088
Surcharge-Fixed $1.00 9001.2195
$60.00 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Stephen M Manders
4119 Cashell Glen
Eagan MN 55122
(651) 688-7415
Genz Ryan Plumbing & Heating
2200 West Highway 13
Burnsville MN 55337
(952) 767-1000
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Mechanical
Permit Number:EA140407
Date Issued:12/16/2016
Permit Category:ePermit
Site Address: 4119 Cashell Glen
Lot:014 Block: 004 Addition: Wenzel 1st
PID:10-83570-04-140
Use:
Description:
Sub Type:Residential
Work Type:Replace
Description:Furnace
Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952)
445-2840.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088
Surcharge-Fixed $1.00 9001.2195
$60.00 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Stephen M Manders
4119 Cashell Glen
Eagan MN 55122
(651) 688-7415
Genz Ryan Plumbing & Heating
2200 West Highway 13
Burnsville MN 55337
(952) 767-1000
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Mechanical
Permit Number:EA156501
Date Issued:07/02/2019
Permit Category:ePermit
Site Address: 4119 Cashell Glen
Lot:014 Block: 004 Addition: Wenzel 1st
PID:10-83570-04-140
Use:
Description:
Sub Type:Residential
Work Type:Replace
Description:Furnace
Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952)
445-2840.
Please call Building Inspections at (651) 675-5675 to schedule a final inspection.
Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088
Surcharge-Fixed $1.00 9001.2195
$60.00 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Stephen M Manders
4119 Cashell Glen
Eagan MN 55122
Genz Ryan Plumbing & Heating
2200 West Highway 13
Burnsville MN 55337
(952) 767-1000
Applicant/Permitee: Signature Issued By: Signature