1583 Sherwood WayCITY OF 9ACIAN Permit No,
3830 Pilot Knob Road Meter NoP.O. Boz-2'1199 Reader No..
Eagan, MN 55121
c, son Bldrs.
e iz -
2lumber-----
r,? ???
Donn. Chg: i
-5. C
Acct Dep:- --
Permit Fee:
Surcharge.
e
4. 117-"7
Date:
Size: 5 •
Dates '
rs
ing: i
EtC.
np....1 Cenwn
WATER SERVICE
CITY OF EAGAM Permit No:
3830 Pilot Knob Road Meter No.
P.O. Box 21199 Reader No:
Eagan, MN 55121
_ Tollefaoa Bldrs
Site Address: """ -'- -
Plurt+ber
Conn. Chg: 525. Q d
Acct. Dep:- 15.00nd
Permit Fee: 10. ` 0r)'d
Surcharge: _ 50pd
Tr. Plant 130 OOpd
Meter.
L7 B3 B
Zoning: -
No. of Units:
Date: 4- 17-87
Size:
Date
3rd
I agree to comply with the City of Eagan
Ordinances.
WATER SERVICE PERMIT
CITY OF EAGAN , SEWER SERVICE PERMIT
3830 PSot Knob Road 9- '. 1
P.O. Box 21199 PERMIT NO.:
Eagan, MN 55121 DATE: w-17 b7
Zoning: ni No. of Units: 1
Owner Tollefson Bldrs.
Address:
Site Address: -1?'• 11 SheYwood Wa.3: L7 B3 Brittany 3rd
Plumber. Genz-Rya:
3--9-87 71371 100.00pd
agree to comply with the City of Eagan Connection Charge: 525 110h-,- 9d-
Ordinances. Account Deposit: -5 Uupd
Permit Fee: I An,.4
Surcharge:
BY Misc. Charges:
Date of Insp.: Total:
Insp.: Date Paid:
•- ` , CITY OF EAGAN ('? 0 13319
• 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, M N 55121
PHONE: 454-8100
BUILDING PERMIT Receipt # ,
To be used for SF JWG 4 ';AR Est Value $10 5, U00 Date MARCH 9 19 87
Site Address 1 583 SHERWOOD WAY Erect 11 R3
Occupancy
Lot 7 Block 3 Sec/Sub. BR 1TTANY 3RD Remodel ? Zoning R1
Parcel No Repair ? Type of Const V
. Addition ? No. Stories
a TOLL EFSON BLDRS Move 11 Length
Name 37
= 12b17 FAiRGFEEIr AVE Demolish 11 Depth
o Address
City A. V • Int. Impr.
Phone 431-1100 Install ?
? Sq. Ft
o Name SAiL
i
$ a Address
~ City Phone
Name
W = Address
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..
Signature of Permittee
A Building Permit is issued to: TOJLLEFSON BLDRS
all work shall be done in accordance with all applicable State of Minnesota
Building Official
Assessment _
Water & Sew.
Police
Fire
Eng.
Planner
Council
Bldg. Off.-
APC
Var. Date-
Permit IF " " "V
Surcharge 52.50
Plan Review 259.25
SAC 625.00
Water Conn. 525.00
Water Meter 67.00
Road Unit 305-00
Tr. PI. 180.00
Parks
Copies $2,332.75
"-•-'
- on the express condition that
Eagan Ordinances.
Permit No. Permit Holder Date Telephone li
Plumbing .?S .-". .=5- ??-•- - ,??.?.- °?? :?
' ??`.,k
H.V.A.C. -h
It, )i .
EIGI lc 4?l 8? ` t 3? ? o,o
Softener
Inspection Dale Insp. Comments
Footings 1
Footings 11
Foundation /
?-
Framing e7n
Roan"
Rough Plbg.
Rough Htg. 9 i 7 w-e
Insul.
Fireplace 17
Final Htg. ?p
Final Plbg.
Bldg. Final 7
Cod. Occ.
Deck Fig.
Deck Frmg.
Well
Pr. Dlsp.
PERMIT #? /
MECHANICAL PERMIT RECEIPT #
CITY OF EAGAN
/
3830 PILOT KNOB ROAD, EAGAN, MN 55121 DATE
CONTRACT PRICE: PHONE : 454-8100
Site Address - BLDG
TYPE WORK DESCRIPTION
Lot Block Sec/Sub ,
N
R
Name _ es. -
ew
M
Add
l
, -on
u
t
q _
Address Jam" R
i
C
r
omm.
epa
c City t= Phone " ' -- O
h
er
t
Name FEES
E Address RES. HVAC 0-100 M BTU -$24.00
p City ! Phone" ADDITIONAL 50 M BTU - 6.00
ADD-ON AIR COND. 0-24 BTU - 12.00
ADDITIONAL 6 M BTU - 6.00
TYPE OF WORK GAS OUTLETS - 1.50 EA.
„
Forced Air - M BTU COMM/IND FEE - 1% OF CONTRACT FEE
Boiler M BTU MINIMUM - RESIDENTIAL FEE - 10.00
Unit Heater M BTU MINIMUM - COMM/IND FEE - 20.00
Air Cond. M BTU STATE SURCHARGE PER PERMIT - .50
(ADD $50 S/C IF PERMIT PRICE GOES
Vent CFM BEYOND $1,000.00)
Gas Piping Outlets # ?- - '
Other
FEE Z7.
S/C- SIGNATURE OF PERMITTEE
,7
TOTAL.
FOR: CITY OF EAGAN
?. PERMIT # h c1.
PLUMBING PERMIT
CITY OF EAGAN RECEIPT tf 7
3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: 5
ONTRACT PRICE PHONE: 454-8100
Site Address
Lot 7 Block
m Name
Address
c City
Name 41gg4A04 -3j_nj;, 5
3 Address 1 :7 G1 e-
O City 00 - V . Phone',
FEES
COMM/IND FEE - 1% OF CONTRACT FEE
APT. BLDGS - COMM RATE APPLIES
TOWNHOUSE 8 CONDO - RES. RATE APPLIES
MINIMUM -RESIDENTIAL FEE -$12..00
MINIMUM - COMM/IND FEE -$20.00
STATE SURCHARGE PER PERMIT - .50
(ADD $.50 S/C IF PERMIT PRICE GOES
BLDG. TYPE WORK DE SCRIPTION
-New _
Mult. Add-on
Comm. Repair
Other
RES. PLBG. ONLY - COMPLETE THE FOLLOWING:
NO. FIXTURES TOTAL
Water Closet - $3.00 $
Bath Tubs - $3.00
14 Lavatory - $3.00
-2- Shower - $3.00 -
--l-Kitchen Sink - $3.00
Urinal/Bidet - $3.00
.° Laundry Tray - $3.00
Floor Drains - $1.50
Water Heater - $1.50 '
Whirlpool - $300
-Gas Piping Outlets - $1.50 J
(MINIMUM - 1 PER PERMIT)
Softener - $5.00
Well - $10.00
Private Disp. - $10.00
Rough Openings - $1.50
FEE:
OF EAGAN
STATE SIC: F'
GRAND TOTAL:
Tatif iratt of Mrrupanry
Citp of eagan
atpolitrttt of ludbhtg , rain
This Certificate issued pursuant to the requirements of Section 306 of the Uniform Building
Code certifying that at the time of issuance this structure was in compliance with the various
ordinances of the City regulating building construction or use. For the following..-
Use Ckni6c atioo Bldg. ftmm t No. 13319
Occnp-Y')I* Zoning Diwid R) ;
Type Comt
Owner of Dt"ng X??q pal I Addm 126 ` 7 k I ICEI - N ME A. NiWing Add=
Bw1ding O& W
I/ f
POST IN A CONSPICUOUS PLACE
CITY OF EAGAN Remarks
Addition grittany 3rd Addition Lot 7 Bik 3 Parcel #10 15002 070 03
Owner Street 1583 Sherwood Way State Eagan, MN 55122
Improvement Date Amount Annual Years Payment Receipt Date
STREET SURF. ' 1982 2013.03 402.61 5
STREET RESTOR.
GRADING 1982 596.22 119.24 5
SAN SEW TRUNK 1976 .11 _9.54 15
• SEWER LATERAL 1982 _ . $ 30, 0 66.2 5
WATERMAIN
* WATER LATERAL 1982 5
WATER AREA 1982 296.92 59.38 5
* Services 1982 5
STORM SEW TRK 1982 628.22 125.64 5
* STORM SEW LAT 1982 5
CURB & GUTTER
SIDEWALK
STREET LIGHT
WATER CONN.
BUILDING PER.
SAC
PARK
--' _. CASH RECEIPT f
CITY OF EAGAN
3830 PILOT KNOB ROAD
EAGAN, MINNESOTA 55122
DATE r 19 ?.
RECEIV M
FROM f
AMOUNT $
DOLLARS
? CASH ? CHECK
White-Payers Copy
Yellow-Posting Copy
Pink-File Copy
Thank You
BLDG PERMIT ?Q0. `
/
01-3210 ld Perm
01-3422 N'Plan Check z
01-3445 Surch./Adm. /
01-3446 SAC/Adm. S
01-2155 Surcharge
17-3860 Road Unit
20-2275 SAC 5 l
20-3865 Water Conn.
20-3868 Water Trmt.
20-3716 Water Meter
20-2252 Acct. Dep.
20-3713 Water Permit
20-3743 Sewer Permit
79-3866 Sewer Conn.
11-3855 Park Ded.
TOTAL
4
u•
CASH RECEIPT
CITY OF EAGAN
3830 PILOT KNOB ROAD
? CASH
FUND
v/
&! DOLLARS
ECK '00
V UV
oIU o U
.o
Thank You
BY
N_ 72582
•
White-Payers Copy
Yellow-Posting Copy
Pink-File Copy
EAGAN, MINNESOTA 55122
This request void ?1'52
?B months 118 2
%2G-2Y
re 5G.oo
Re uest Data
-' ? Fire No. Rough-i? Inspection
R red?
W
[]Ready Now,nctr Will Notify Inspeo
`for Wh
R
'
as ?NO en
?
eedy
Licensed Electrical Contractor I hereby request inspection of above
? Owner electrical work installed at:
Street Address, Box or Route City
action No. Township Name or No. ange No. County
Occupant (PRINT) Phone No.
Power Supplier Address
2
E lecctt dal Contractor (Company Name) Contractor's License No.
Ma0in Address antra t r or Owner Making Install
r Lc !a
Augtgr' a Signatur (Conte or1.0ynakin?n onl
? ?? h- Phone Number
?7D ?XG•
MINNESOTA STATE BOARD OF ELECTRICITY THIS INSPECTION REQUEST WILL NOT
Griggs-Midway Bldt. - Room N-181 BE ACCEPTED BY THE STATE BOARD
1821 Univsraity Ave.. St. Paul. MN 55104 UNLESS PROPER INSPECTION FEE IS
Phone(612)642-0800 ENCLOSED.
REQUEST FOR ELECTRICAL INSPECTION ES-00001-05
See instructions for completing this form on back of yellow copy.
R 7 "X" 8elow Work Covered by This Request
Add Rep. Type of Building Appliances Wired Equipment Wired
Home Range Temporary Service
Duplex Water Heater Lighti n, Fixtures
Apt. Building Dryer Electric Heating
Commercial Bldg. Furnace Silo Unloader
Industrial Bldg. Air Conditioner Bulk Milk Tank
Farm ther peel y Cher (Specify)
t r ppO y Other Other
Compute Inspection Fee Below
# Fee servi Feeders/Subleeders # Fee Circuits
5 - 0 to
AMPS 0 to 30 Am S F-R 3 0 to 30 Am
Abo 31 to 100 Amps 31 to 100 A
=
Swi Above 100_Am s Above 100Am
Tran rrt ation Booms S-? Partial: Other Fe
Sign Special Inspection S
55 TOT
emerks io• FEE' tJ
`T
Rough-in Dnte
the lectr'
Inspec ereby
certify that the above
Final Pat" S ?/ I Inspection has been
( meas.
This request vold 18 months from
BUILDING PERMIT
Receipt #
N2 13319
7137/
To be used for SF DWG/GAR Est. Value $105,000 Date MARCH 9 19 87
Site Address 1583 SHERWOOD WAY Erect (. Occupancy R3
Lot 7 Block 3 Sec/Sub. BRITTANY 3RD Remodel ? Zoning RI
Parcel No Repair ? Type of Const. V
. Addition ? No. Stories
a Name TOLLEFSON BLDRS Move ? Length 16
T 12617 FAIRGREEN AVE Demolish El Depth 37
3
° Address Int. Impr. ? Sq. Ft
A.V. 431-1100
City Phone
Install ?
W SAME Approvals Fees
i o Name
c Address
City Phone
?w
u°
Q?
Q W
I hereby acknowledge ttl
information is correct ay
Minnesota Statutes and
Signature of
A Building Permit is issued
all work shall be done in at
Building Official
Assessment
Water & Sew.
Police
Name Fire
City ` Phone
CITY OF EAGAN
3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121
PHONE: 454-8100
with all applicable
Eng.
Planner
Council
read thisapplication and statethatthe Off.
to comDly with all a able State of Bldg.
Var.
Permit 'y J'0*JV
Surcharge 52.50
Plan Review 259.25
SAC 625.00
Water Conn. 525.00
Water Meter 67.00
Road Unit 305.00
Tr. PI. 180.00
es 5
Copi '1
r_._,
- on the express condition that
of Eagan Ordinances.
6
CITY OF EAGAN
CASHIER: S TERMINAL NO: b@3
DATE: 07/09/99 TIME. 15:26126
III :
NAME: PATRICIA M OLSON
321.0 9001 1583 SHERWOOD 251..25
3422 9001 1583 SHER1400D 163.31
?_i.55 9001 1.583 SHERWOOD 1'.50
Total Receipt: Amount: 422.06
CR112991.
USER ID: NANCY
1999 BUILDING PERMIT APPLICATION (RESIDENTIAL)
CITY OF EAGAN
?- 3830 PILOT KNOB RD - 55122
651-681-4675
cc'? z -Z -q.q?
New Construction Reaulrements Remodel/Repair Requirements
D 3 registered she surveys showing sq. ft. of lot, sq. ft. of house 2 copies of plan
and all roofed areas (247 maximum lot coverage allowed) 1 set of energy calculations for heated additions
D 2 copies of plans (show beam S window sites; poured Ind. design, etc.) 1 she survey for exterior additions 3 decks
D 1 set of energy calculations
3 copies of tree preservation plan h tot platted after 7/1/93
DATE: I? 99 nn CONSTRUCTION COST: ovo.
DESCRIPTION OF WORK: a);/' ?e? eK 73-des')
STREET ADDRESS:
LOT: BLOCK: SUBD./P.I.D. #: ?r
PROPERTY
OWNER
CONTRACTOR
ARCHITECT/
ENGINEER
Name: l `/LSoaJ y /E Phone a..5l - (o ?? - (o 9P3
Last First
Street Address: 1 S e3 c?N? t?tJo?? 0?j
city FA o A K) State: v J Zip: SS`s 2
Ili
Company: Nam Phone #:
(area code)
Street Address: License # --Exp.
City
State:
Company: 40 E-- Name:
Telephone #: area code
Street
City
Sewer 6 water licensed plumber (required for new construction only
Registration #:
State:
Zip:
Penalty applies when address change and lot change is requested once permit is Issued.
hereby acknowledge that I have read this application, state that the Information Is correct, and agree to comply with all applicabl
ate of Minnesota Statutes and City of Eagan Ordinances.
Signature of Applicant:
OFFICE USE ONLY
Certificates of Survey Received Yes No JtJL 7 ?g
Tree Preservation Plan Received Yes No Not Required
Zip:
OFFICE USE ONLY
BUILDING PERMIT TYPE
? 01 Foundation ? 06 4-plex ? 11 10-plex ? 16 Fireplace AP 21 Porch (3-sea.)
? 02 SF Dwelling ? 07 5-plex ? 12 12-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.
? 03 1 of _ plex ? 08 6-plex ? 13 16-plex W 18 Deck ? 23 Porch (screened)
? 04 2-plex ? 09 7-plex ? 14 Apartments ? 19 Lower Level ? 24 Storm Damage
? 05 3-plex ? 10 8-plex ? 15 Lodging ? 20 Pool ? 25 Miscellaneous
WORK TYPE
b 31 New ? 35 Tenant Impr ? 39 Gas Line Only ? 43 Siding/Soffits/Fascia
? 32 Addition ? 36 Move Bldg. ? 40 Gas Insert ? 44 Windows/Doors
? 33 Alteration ? 37 Demolish Bldg.* ? 41 Wood Stove ? 45 Fire Repair
? 34 Repair ? 38 Demolish (Interior) ? 42 Reroof
* Give PCA handout to applicant for demolition permit
GE NERAL INFORMATION
Const. (Actual) Basement sq. ft. Census Code `l3
(Allowable) Main level sq. ft. SAC Code /-oL
UBC Occupancy sq. ft. No. of Units
Zoning sq. ft. No. of Bldgs
# of Stories sq. ft. MC/ES System
Length sq. ft. City Water
Width Footprint sq. ft. Booster Pump
PRV
APPROVALS Fire Sprinklered
Planning Building &4f Engineering Variance
Permit Fee -D"-D I - } Valuation: $ 1.0 (Z_
Surcharge 5CN-
Plan an Review L773 I Se ?s P¢? ??us oga4(1
License
MC/ES SAC ( r x t SX - 3 d ? . ?0 - 4z 96 D
City SAC
Water Conn. y a U O
Water Meter --?--
Acct. Deposit/
S/W Permit
SM/ Surcharge
Treatment PI.
Park Ded.
Trails Ded.
Other
Copies
Total: L{ -) a . 0-(,
r
SAC Units
% SAC
)aS.
,
J
F
..
V?
?rOCt
? I •
? Mlt?
i _
i 3 )• I
I
t
1
?ROU7 I
i
_ T>'CGC!? Liam
1 ?1
Ir r INSPEC
`'° ? --?I
` 1583
,??ERWpob __W-eY-
BRITTANY 3RD ADDIT
I
t £EACOl: 4I1-L 1•1 r I \
1 1 1 1 i 1 - '
J IUR1x_LIXp of Nu of SY IM ? _- ` .S• Yi3'IY•Y? YOr 01
iLV°11
lw cmnt SM•rLi•i V a
m 3W N
tuwrf. CoY4n fill
•
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ee a
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Irp oA tw ?to'4 t aC"' a .??,•`?TY ;`P/ I
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p s"t°oc4 :alr•rv
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_
'. {•? Y rr ° ° t ,>+ t • ? V ? r If aefi ? YJti!Jt'b L ioroo ? ? "0.00
OUTLOT A r.LF !.t OUTLOT 'I BE ' a w ?f, i; e
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upE'lYlrl: tii Sr 1 N) ! i Y N .((, . e (Cd,Yrt4 ?.S / :f I
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/33
- CITY OF EAGAN
NOTE: ALL CONTRACTORS MUST BE LICENSED WITH THE CITY OF EAGAN
SINGLE FAMILY DWELLINGS
INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS
MULTIPLE DWELLINGS - RESIDENTIAL RENTAL UNITS FOR SALE UNITS
INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT.,
1 SET OF ENERGY CALCULATIONS
COMMERCIAL
INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS,
1 SET OF SPECIFICATIONS AND 1 SET OF
ENERGY CALCULATIONS,
$2,000 LANDSCAPE BOND
To Be Used For: ?jttI? Valuation: Date:
Site Address i E5S-a cAa- rJpoD kjAjA (
Lot -7 Block a_ 1
Parcel/Sub F;V-r[gNjSy 3 ?o
Owner ;E1 Lpk&j
Address
City/Zip Code
Phone
Contractor pt_?y,N 1 ter X77
Address -1-0,hI -1 7T Ili fj-g1-A?IP.
City/Zip Code - V''-rt LLZV
Phoned
Arch./Engr.
Address
City/Zip Code
Phone #
USE ONLY
Erect ? Occupancy fZ'3
Remodel Zoning 211
Repair Type of Const '7r
Addition # of Stories
Move Length 7Co
_
Demolish Depth 3-7
Int.Impr. Sq Ft
Install
APPROVALS FEES
Assessments Permit Sit). M
Water/Sewer Surcharge F2 s'
Police Plan Review Z- 5
Fire SAC
Engr Water Conn &ZS
Planner Water Meter (07,
Council Road Unit 17iro5.
Bldg Off Treatment Pl ( SO
APC Parks
Variance IZ•L1 8Z- Copies
TOTAL 5 3.
NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS
IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED.
ZIP ? ? - I ?2?
{
1o4s??
Rose
P NGINEERING
COMPRNY, INC.
1000 EAST 1461h STREET,
Ank 6 ph-66 53
COHM-71146 EHOIHEERS
pLANNEAS and LAHO ?UAYEY011S
QURNSVILLEI MINNESOTA 5:337 PH 432-5000
CeTzZ}Z Crxz-
?er;?cl .Deacrr p?iort: LOT-7, $LOCKI, $RITrANY TWIRD.-ARDITV
DI'll
lrRtcr7 t ? -t.OUWt`Y -M1NttQ2:50rfiA -
(9 :7 ) :iE>`IQT7 S Ex1ST1bIG ELxN/ATION
(9.5-0-c )DEMOTES PROPOSGG V.LEVAmnN
?p?iod INDICATES
? ? ?? '``•J uRAtNAGE
cq?12 /
a ti;,1a n /
i
DIRECTION Or SURV-AC[
GARAGIr FLOOR LLEVA-nM
eLeW aV a!
/ J
DRAINAGE AND
UTILITY F115EMEMEIJT
?• 1
•0 °o \ av
?"ia Ct). ? 94ti.0
c'• O c? t?,y? ?oP? yo ? \o
00
zo• f?r:;or,°r ?G?rwl;u?, ?? 5
tir%lr.I ' ±..I . 1
L??G
•4j
gyp. ?,"
I hereby car tify that this is a true and correct representation of a tract of
land as shown'and described hereon.. As prepared by fie on this S''__ day of
I)necN • 1987 .
960.a3_ rINI5NED
1•/
\
?;Q Minn. 149- No. S
CITY OF BUILDING DEPARTMENT
EXTERIOR ENVELOPE AVERAGE "U" COMPUTATION
(To be submitted with building permit application)
One or Two Family Dwelling Owner
All Other -?' D -rte Site Address
Contractor /bLLSpA7 ZL>xpS Date Phone
LINEAL ET -6
EXPO EDFWALLOF 6 ?1L0ereX i . 6 ft. above grade = f i ly 34• o
71?? TOTAL EXPOSED WALL AREA SQ. FT.
OPAQUE WELL CONSTRUOTIOT:: "U" Value x Area
' "qWE "U" i 045 x SQ.
Detail 60.4vC, "U" .04$ x Sq.
reference 7`?m nU" .040 x Sq
from null x SQ.
attached
sheets nun x SQ.
null x Sq
WINDOWS: "Ulf Value x Area
FT. 109S.35- 4n,59, (U)(A)
FT._ 116, Z4= //.Z9 (U) (A)
FT. 142.7fo=_ 571 (U) (A)
FT. _ (U) (A)
FT. _ (U) (A)
FT. _ (U)(A)
Make & Type 16o4w. &,wl-r "U" gj x SQ. FT. 124.(os $ , (U)(A)
It " "U" x SQ. FT. _ (U)(A)
It it "U" x SQ. FT. _ (U)(A)
n it nu" x SQ. FT. _ (U)(A)
DOORS: "U" Value X Area
Make & Type 516EL 1usVL. "u" .14 x S Q.
it " ATervm 1'ATi? "u" . 4 8 x SR.
n " nu" x sq.
of n null x SQ.
TOTALS Sq.
AVERAGE "U"
TOTAL (U) (A) VALUES lg5. 01 = . ?J3
DIVIDED BY TOTAL WALL AREA /6234,pp -
AVERAGE "U" 0r less for 1&2 family dwellings
ROOF/CEILING:
TOTAL AREA: 1749
FT. 5/o•00= 7.84 (U) (A)
FT. FT. .oo =?(U)(A)
FT. - (U) (A)
r'T. 1$S.0/ -(U) (A)
Detail reference nU" .OzL x SQ. FT. (v• Z(U)(A)
from nU" x SQ. FT. (U)(A)
attached sheets. nU" x SQ. FT. a (U)(A)
Describe openings "U" x SQ. FT. - (U)(A)
in roof. null x sq. ZT. _ (U)(A)
TOTAL (U) (A) VALUES DIVIDED BY 3fo11 Z = r7AcLe7 J ' 1747 NrT UvIZ (, 31A?
• OZ/
TOTAL ROOF/CE I 'EA 1717
AVERAGE "U' .02$ r ventilated roofs.
11 WoP- t- `pd eaT "
a5eb ?i4LC?
7.soX 8tgSt 38t38? = f,(o34;00 -
Cow&,
•!v7 X C48t¢S r 38 r3p,? S.z?-
L 7067-
• 83 X (48148 t38r38? = I4-2.7(v?
W DowS
Zox 3& =-
40, x'P.?=
70x`13=
21)( 48 =
Zox bo =
Zq y loo =
s.arp
9,00
IZ,no
8. o0
$?3Zi
l0.vo
X r --
x I -
Y,
1 =
X z=
X 4 =
'A 4-
X Z
5'.00
`/,oo
1 z,oo
?Z,0O
33, 3i.
L O, DO
!c,c,R[L
3QSTG W/L-S.L. = 35,op
If STL. Sap- = Z 1. o0
.5¢ ATR'vm e- 7- 70,0c,
&1= PATIO = 42,oo
/ z?• (oS7 --
1&8.00-.
Per § ? W4" Eqowa -
&905h Wol&L l <v 3¢ 00
LESS Ccwe., Z4
)2, 7ly
?WIW5 1z4,loS -55D.b?
" ?vK'S g b,o0
00
3z x48 = Is3?
(oX Z?= 13g
?x 9 = 59
2)(0 - /Z
1 M-co -
--.WALL AI TI911--
Determining 111111 values at Rooi1 wall; 111.146 and (10110. 111001c
ROOF/OET1,TNQ
10 Interior Air riles
2.) 5/8" Oyp. Bd.
3.) Inaulation
4.1
5.) Exterior. Air Film
(STILL)
SR VALUE
0.61
.56
`4 P0
.61
nQu o 1/R= ,pzr iOTAL (R)=45.78
,
Aid,
69) Interior Air Film
79) I's Gyp. Bd.
8.) Inaulation
9.) Z51SZj/
10.) 14ao0M.to Jld ng
11.) Extorior Air Film
(R VALUE
0.68
.h5
1900
2. o q.
.17
'it fit 0 1/Ha .p?k, TOTAL (R)=Z3.&!
MR
120 Interior Air F1.3m
13.) Inaulatioit
III.) 20 VII, R1m Joint
19.) 2 v64 rI'v..nr-K1115-
16.) Hawed. to III ding
170 Exterior Air Film
R VALI)E
~--
0.68
?q.oo
1.88
Z. oq
.67
.17
011u r 1/110 00410 TOTAL (0=1411tI
gONfiDATT2ff
18.) Interior Air Film
19.)
20.)
210 121, oonorete Block
22.) ?16ID IAK,1,,L..
23.) Exterior Air Film
R VALUE
0.68
1.28
$•ov
.i7
louse 0 ON 070 TOTAL (11) = 10.13
Tollefson Builders, Inc.
CUSTOM DESIGNED HOMES
12617 Fairgreen Avenue
Apple Valley, MN 55124
July 30, 1987
Building Inspection Dept.
ATTN: Bill M.
Eagan Administrative Office
3830 Pilot Knob Road
Eagan, MN 55121
RE: Diettrich letter 7/17/87 and
Reinspection by Bill M. 7/28/87
1583 Sherwood Way, Eagan
Dear Bill,
Phone (612) 431.1100
As a result of a letter received by your office from June Diettrich
regarding property located at 1583 Sherwood Way, our construction
superintendent met with you Tuesday, July 28, 1987, for a reinspection
of the subject property.
Per your request, we are following up this meeting with a confirmation
of the reinforcement work on the garage foundation. The cores in the
back block wall were poured solid with concrete. Hairline cracks as
evidenced in the garage floor are the result of normal shrinkage.
Please advise if you have further questions.
Sincerely,
TOLLEFSON BUILDERS, INC.
,Joan Wollschlager
General Manager
/- 7, /33, /-; 3,
t? d- -
OF
3830 PILOT KNOB ROAD. P.O. BOX 21199
EAGAN. MINNESOTA 55121
PHONE: (612) 454$100
August 5, 1987
JUNE DIETTRICH
12521 PORTLAND AVE SO
#308
BURNSVILLE, MN 55337
RE: 1583 SHERWOOD WAY
Dear June:
BEA BLOMQUIST
Mo
THOMAS EGAN
JAMES A. SMITH
MC ELLISON
THEODORE WACHTER
Council Members
THOMAS HEDGES
ply AOminl5h0lor
EUGENE VAN OVERBEKE
ary Clete
In reference to the aforementioned property, an inspection was made per your
request.
Upon inspection, we found the following:
1) Concrete floor in the garage has a few hairline cracks which were caused
from shrinkage. This does not create a problem.
2) Block walls around the exterior of the garage were cracked - the
contractor has core filled the block walls.
3) Air conditioner tipped due to soil erosion from a heavy rainfall not a
code item.
4) Patio deck swayed - informed contractor to place a sway brace on the deck.
5) 2-3' wet spot on basement wall - caused by heavy rain - not a problem.
6) Vent duct in basement - state code. This vent is used as a fresh air
intake for the furnace and hot water.
?S?i)ncerreel?y?,? ? c??
William Bruestle
Building Inspector
WB/js
THE LONE OAK IREE...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY
July 17, 1987
New Construction
Building Inspector
Eagan Administrative Office
3830 Pilot Knob Road
Eagan, MN 55121
Dear Sir:
I was told during a phone conversation with Ernie (last name ?)
that a request to reinspect new construction that has been
"£inaled" must be in writing.
My husband and I are prospective buyers of a home being built
by Tollefson Builders - the house located in Eagan, 1583
Sherwood Way. The garage foundation (including blocks) is
cracked on both outside walls. The garage floor is cracked
starting in the center and spider-veining to all four corners.
There is some kind of vent in the basement, vented to the
outside but not connected to anything - it hangs loose near the
furnace.
The air condition unit outside is improperly placed; water is
not connected to the refrigerator ice and water maker; there
were leaks - but can't check those out because the water is
turned off. The toilets have been used without running water
creating an outhouse!
Please have the garage foundation and floor re-inspected and
also the footings and braces of the deck. I don't know if the
other things mentioned come under your jurisdiction; please
check if they do; if not who should I contact?
Sincerely,
June E. Diettrich
12521 Portland Avenue South
# 308
Burnsville, MN 55337
(612) 890-3936
JED/kk
CITY OF EAGAN
APPLICATION FOR PERMIT
SEWER AND/OR WATER CONNECTION
NOT:': PAYMENT OF FEE AT TIME OF
APPLICATION DOES NOT CONSTITUTE
APPROVAL OF PERMIT.
INSPECTION OF SEWER AND/OR WATER
INSV9ZATIONS WILL NOT BE SCFIED-
UIM UNTIL PERMIT HAS BEEN
APPROVED.
---------------------
(Please Print
1) PROPERTY ADDRESS:
LEGAL DESCRIPTION:
IF EXISTING STRUCTURE, DATE OF ORIGINAL BUILDING PERMIT ISSUANCE: :
(Mon Year)
PRESENT ZONING/PROPOSED USE:
CUIMERCLAL/REI'AIL/OFFICE -R-_l SINGLE FAMILY
Q INDUSTRLAJ CI R-2 DUPLEX (Two Units)
INSTITUTIONAL/GOVERNMENT d R-3 TOWNHOUSE (Three + Units) ( Units)
R-4 APARTMENT/CONDOMINIUM ( Units)
2)
NAME: '54" - /__j <,-
ADDRESS: 1??/L?i 2` n rA , oq-
CITY, STATE, ZIP:
_5?. m ,s ?7P
PHONE: Sgy-76 0 D
3) a c ?'• NAME:
ADDRESS: 141-7 ?,rs S . ,eod ?. f 77?L
CITY, STATE, ZIP: /e /iCem a c cil [.?? 561
PHONE: MASTER LICENSE,ur
Active
Expired
Not recorded
StaTF -Initial
4) •¦¦ r i?
N.A?7E: L?° Sar1 ?Lc iL??lS
ADDRESS:
PHONE: Z_,< 0
5) t • r• t a: •:?• :a • o• - ?•
CONNECTION TO CITY SEWER [3,/CONNECTION TO CITY WATER Q OTHER
6) ?' • i PLEASE HOLD APPROVED PERMIT FOR PICK-UP BY ONE OF ABOVE
PLEASE MAIL APPROVED PERMIT TO 1, 2? 4, ABOVE
(Circle one)
CITY, STATE, ZIP:
1 7)
: FOR CITY USE ONLY
PERMIT # ISSUED
Pd W/Bldg. Permit FEES:
$ $ G? - S G
$ $ ?G 5
$ `
?" 7 c? n $
$ $ /,? n Z,
$ $ /J ?'a
?'? C L $
_._ 6 7 =S Cpl $
$
$ ,S
$ fc L"ICY $
SEWER PERMIT (INCLUDE SURCHARGE)
WATER PERMIT (INCLUDE SURCHARGE)
WATER METER/COPPERHORN/OUTSIDE READER
WATER TAP (INCLUDE CORPORATION STOP)
SEWER TAP
ACCOUNT DEPOSIT - SEWER
ACCOUNT DEPOSIT - WATER
WAC
SAC
TRUNK WATER ASSESSMENT
TRUNK SEWER ASSESSMENT
LATERAL BENEFIT/TRUNK SEWER
LATERAL BENEFIT/TRUNK WATER
WATER TREATMENT PLANT SURCHARGE
$ 1 $ OTHER:
$ ?? (! l $ ?7 'c ?> TOTAL
RECEIPT # RECEIPT #
DOES UTILITY CONNECTION REQUIRE EXCAVATION IN PUBLIC RIGHT OF WAY?
YES IF YES, THEN A "PERMIT FOR WORK WITHIN PUBLIC
ROADWAY" MUST BE ISSUED BY THE ENGINEERING
NO DIVISION. LIST AS A CONDITION.
SUBJECT TO THE FOLLOWING CONDITIONS:
APPROVED BY:
TITLE:
DATE : 7 1 7 7ff
rt-7a
Council Minutes
December 21, 1982
BRITTANY 3RD ADDITION - VARIANCE
00335
An application of Tollefson Builders, Inc. for ten foot front setback
variance on dots 2 through 10, Block 3, Brittany 3rd Addition was presented to
the Council. The Advisory Planning Commission recommended approval and there
were no objections to the application. Smith moved, Egan seconded the motion
to approve the application subject to compliance with all other applicable
ordinance requirements. All voted yes.
NORTHWESTERN NATIONAL BANK
REZONING, PRELIMINARY PLAT & CONDITIONAL USE PERMIT
NORWEST 1ST ADDITION
An application of Banco Properties for rezoning approximately 4.4 acres
from A (Agricultural) to GB (General Business), for preliminary plat approval
of Norwest 1st Addition consisting of 6.4 acres and 82 commercial lots and a
conditional use permit to allow a drive-up teller, in conjunction with pro-
posed Northwest Bank facilities was presented to the Council. Mr. Walter Klus
of Banco Properties, Inc. appeared as did other representatives of the Bank
including the Architect for the proposed project. Hedges introduced the
project and noted that the Advisory Planning Commission recommended approval
subject to a number of conditions. Joe Waehtler, a neighboring property
owner was also present and expressed his concerns regarding assessments. The
property would include the Fournier and Texaco properties and Mr. Klus stated
that Third Northwestern Bank would be the managing bank. He stated that the
applicant is asking for a right-turn only on Yankee Doodle Road, and further,
that the Fournier house be used as a temporary banking facility for up to one
year. There is no present plan for development of the balance of the parcel.
He also stated that 50 feet north of the Wachtler property could be sold to
the Wachtlers, and further, that the Wachtlers would not be required to parti-
cipate in any of the special assessments for the project. Mr. Klus requested
General Business zoning because of the uncertainty of the use, but Councilmem-
bers explained that the policy of the City is to avoid rezoning until a
specific use is provided and recommended Planned Development overlay for the
project at the present time. There was a question as to whether the City
would assess the adjacent benefited property, but no detailed study has been
made at the present time. In addition, Council members questioned whether the
City should maintain the access road from Pilot Knob Road and the general
consensus was that the road be dedicated to the City but be privately main-
tained possibly until the road is extended easterly. Paul Hauge, City
Attorney, recommended that if the property owners and developers would consent
in writing to the revision of the zoning application to Planned Unit Develop-
ment overlay and Agricultural-Limited Business underlying zoning, that the
applicant could then avoid an additional public hearing for rezoning to
Planned Development. After extended discussion, Smith moved, Egan seconded
the motion to approve the rezoning to Planned Unit Development overlying, with
underlying Limited Business Zoning for the bank site and underlying Agricul-
7
CITY OF EAGAN
CASHIER: JS TERMINAL NO: 767
DATE: 08418/00 TIME: 14:12:12
ID:
NAME: PATRICIA M OLSON
3210 9001 1583 SHERWOOD W 60.00
2155 9001 1583 SHERWOOD W 0.50
Total Receipt Amount: 60.501
CR136106
P3be
2000 BUILDING PERMIT APPLICATION (RESIDENTIAL)
CITY OF EAGAN
3830 PILOT KNOB RD - 55122
651-681-4675
f
Now Construction Reaulrerrenh
lb0.50
D 3 registered site surveys stowing sq 11. of tot, sq. ft. of house 2 copies of pion Cared I Iv too
and gn roofed areas (20% maximum lot coverage allowed) 1 set of energy calculations for heated additions
> 2 copies of pions (show beam & window sizes; poured fnd. design; etc.) 1 site survey for exterior additions & decks
> 1 set of energy calculations
> 3 copies of tree preservation plan R lot plaited alter 7/1/93
DATE: d - I r -0-6 CONSTRUCTION COST:
DESCRIPTION OF WORK: ?D?C eG 4Jd - ,n?-i
STREET ADDRESS:
LOT: BLOCK: S SUED./P.I.D.
PROPERTY
OWNER
CONTRACTOR
ARCHITECT/
ENGINEER
P- a
Name: O/Stom/ by /, _ Phone #:
Last First
Sheet Address: /J 6 -D d us o w C4 L-f -/11-W
City cf?J - State: Zip: S S l Z L
Company: - Phone #:
(area code)
Sheet
City
Company: Name:
Telephone C ( )
Street Address:
City State: _
Sewertwater licensed plumber (if Installing sewer/water): - Phone #: ( - )
I hereby acknowledge that I have read this application, state that the Information b c ect, and agree to co ply w all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Signature of Applicant
OFFICE USE ONLY
Certificates of Survey Received _ Yes _ No
License # - Exp.
State: ?- Zip: -
Registration
Zip: -
AUG 18 2000
Tree Preservation Plan Received - Yes - No - Not
OFFICE USE ONLY
BUILDING PERMIT SUBTYPES
? 01 Foundation ? 07 05-plex ? 13 16-plex ? 21 Porch (3-sea.)
? 02 SF Dwelling ? 08 06-plex ? 17 Garage ? 22 Porch/Adds. (4-sea.)
? 03 plex
01 of ? o9 07-plex JW 18 Deck ? 23 Porch (screened)
? 04 _
02-plex ? 10 08-plex ? 19 Lower Level ? 24 Storm Damage
? 05 03-plex ? 11 10-plex Plbg _Yor_N ? 25 Miscellaneous
? 06 04-plex ? 12 12-plex ? 20 Pool ? 30 Accessory Bldg.
WORK TYPE
$2 31 New ? 36 Move Bldg. ? 43 Reroof
? 32 Addition ? 37 Demolish (Bldg)" ? 44 Siding
? 33 Alteration ? 38 Demolish (Interior) ? 45 Fire Repair
? 34 Repair ? 42 Demolish (Foundation) ? 46 Windows/Doors
* Give PCA handout to applicant for demolition permit
GENERAL INFORMATION
SAC Code e/ # of Stories sq. ft.
No. of Units Length sq• ft.
No. of Buildings Width Footprint sq. ft.
Const. (Actual) Basement sq. ft. Census Code
(Allowable) - Main level sq. ft. MC/ES System
Q-3
UBC Occupancy 1 sq. ft. City Water
(
Zoning
T sq. ft. Booster Pump
PRV
Fire Sprinklered
MISCELLANEOUS INSPECTIONS
? Stucco/Stone
APPROVALS
Planning Building L
Engineering
Variance
i
? 31 Fxd. Aft - Mufti
? 33 Fxd. Aft - SF
? 36 Mufti
Permit Fee
Surcharge
Plan Review
License
MC/ES SAC
City SAC
Water Conn.
Water Meter
Acct. Deposit
S/W Permit
S/W Surcharge
Treatment PI.
Park Ded.
Trails Ded.
Other
Copies
Total:
Valuation:
SAC Units
% SAC
............
« r ,
ayw? ` s
"PO j
1
i `
;,,yam I
LAW gl
C
1 i?CCIL i.-"`v`± 10I 4le.CK
r .ave
i
FRO?r
r'CGCk ??„1Z
e -
EAGAN
J- VIEWIW,
c. Ag
A 7- 9Y
1583 ? = S?rZ
x-
1994 ENERGY CODE CALCU6TIONS
SINGLE $ DUPLEX FAMILY HOMES L? Q 3
(5 ri--+e'K 37
The following energy code requirements should be calculated and included with a buildi.
permit application. (This list is n intended to be an exhaustive and comprehensive report, t
is,only intended to help you in complying with the basic requirements of the energy code. F
further information, please contact the Energy Information Center of the State of Minnesota
296-5175.)
? Roof - ceiling assemblies - R-38 Ceiling insulation allowed if Advanced
Improved framing techniques are use
Advanced = ceiling framing that achieves ft
insulating value to the outside of exterior wall
.e.g. energy trusses. Improved = min. 7-11,
between the wall top plate and roof sheathing.
- R-44 Ceiling insulation required at rafters or trusse
that are framed without Advanced, or Improve:
framing technique.
U = 0.026 Average over entire ceiling area.
? In ceilings without attics, insulation must be R-38 between framing Dlus it is suggested the
R-5 sheathing be installed on the ceiling side (e.g. 2" x 12" framing at vaults/dormer;
scissors trusses; etc.
? Exterior walls $ rim joists - R-19 Typical wall insulation at 2" x 6' stud framing.
U = 0.11 Average over entire wall area, includim
windows, doors, and framing.
? Floors over unheated spaces - R-24 Typical floor insulation between floor joists.
U = 0.04 Average over entire floor area.
? Foundations (all exterior walls) - Minimum of R-10 insulation from the top of the
foundation wall to the top of the footing.
? All insulated areas must be separated from the heated space by a well-lapped, or sealed
vapor barrier with a maximum perm rating of 0.1. A4 mil. poly sheet, or equivalent, meet;
this requirement.
? All penetrations, such as but not limited to fire-stops, vent pipes, wall outlets, recessed ligh
fixtures, etc., should be sealed.
? An air-impermeable barrier must be provided where insulation'is susceptible to intrusior
(wind-wash) of outdoor air (e.g. at attic knee-walls, exterior wall plate fine at rafters
cantilevered floors, etc.).
A Kraft face R-19 type insulation will be accepted in the rim joist areas. Air chute baffle:
are to be placed in each rafter space.
See attached tables, as copied from the ASHRAE 1993 Fundamentals Handbook, for 'U
nnri 'R' vahies of the mnst rnmmnn buildinn rmmnnnents.
36 7ac?-
OWNER.
SITE ADDRESS:
, al M /tJ,
CITY OF EAGAN
EXTERIOR ENVELOPE AVERAGE 'U' COMPUTATION
(BASED ON 1994 STATE ENERGY CODE)
/f r, co /So J
uJ
CONTRACTOR: DATE: 1?// 16D PHONE:
rte- . oetermine working square footag_q and overall
1. Total exposed wal oundation area above grac(
:L X 2. Total exposedSroof/ceiling area ....... .. .
3. Total exposed floor/cantilevered area
d.
i/ 9.
h.
i.
??? 14X z ? ?X ??
v f 2G ryy i ?X 2-
i $? sl sq. ft. x .11 2 2 9
,x w9 S+ a I a 3 (sq. fL x .026
Jsq. ft. x .04
Determine square footage of each e•a sed wall/foundation area "segment":
a. Total wail window area ......... . ?? f. -v ... o ... % 12? ?T z
b. Total door area ..............r 3? 8 t 10? 0 39 ?r z
c. Total sliding glass area .................................... O
Total fireplace wall area ................................... O
Total wall framing (average 10%) - See Fig. 1 ..... /o-
Total 0.€t wall area above floor (rim joist) - See Fig. 2 ?1 ?.pi? ?¢?9 (? (r
Total rim joist area - See Fig. 3 ...... ? 6 ..... 1r J.q ....... ? 1)V{
Total exposed wall area above foundation = .................. p 7
Total foundation window area ................................ 0
Total net foundation area above grade - See Fig. 4 .. 51t SO,. ? 'I Ir ? y
Total exposed foundation area = ........................... _ , ky
D etermine 'U' value of each expos ed wall/foundation are a "segmen
b. 35 x'U' /0,
c. O x 'U' 0 - 0
`J?1) d. x 'U' C? - o
- e. / c?c 1 ?I x 'U'
2 Z
=S°
l? (
f
f 9 111, L
x U. i
311
g. 2 OU x U. 03
h. 0 X 'U'
O
- 0
aaO
4. Total actual 'U' value for exposed walUfoundation area = dd
? A?
) a.
(If Item #4 is the same as, o r less than item #1, you have met the intent of the State Energy Code.)
t7611C. 0 z
Determine square footage of each exposed roof/ceiling area "segment":
j. Total skylight area .............................. .
k. Total roof/ceiling framing area (average 10%) - See Fig. 516 .
1. Total net insulated roof/ceiling area - See Fig. 5/6 ....... .
Total exposed roof/ceiling area ........................
Determine 'U' value of each exposed roof/ceiling area "segment":
j. x 'U' _
k. XU
-
1. XU
_
5. Total actual 'U' value for roof/ceiling area =
(If #5 is the same as, or less than #2, you have met the intent of the State Energy Code.)
Determine square footage of each exposed floor/cantilevered area "seament":
m. Total floor/cantilevered framing area (average 10%) - See Fig. 6
n. Total De insulated floor/ceiling area - See Fig. 6 .............
Total exposed floor/cantilevered area .....................
Determine 'U' value of each exposed floor/cantilevered area "segment":
M.
_
XU
_
n. XU
6. Total actual 'U' value for floor/cantilevered area =
(If #6 is the same as, or less than #3, you have met the intent of the State Energy Code.)
Alternate Building Envelope Design
To utilize the total envelope system method, the values established by the sum of Item #4, #5, and #6 shall not be
greater than the sum of Item #1, #2, and #3.
1.
4.
+2. +3. _
+5. +6 =
I hereby certify that I have calculated the 'U' factors and R values herein and that the building herein described
meets, or exceeds, the 1994 State of Minnesota Energy Code.
nature
ate
3
FIGURE #1
(wALL-FRAMING,)
CONSTRUCTION:
WALL FRAMING SECTION: FIG. 1
1) INTERIOR AIR FILM
2) _' DRYWALL
3) "SOFT WOOD
4) " SHEATHING
5) SIDING
6) EXTERIOR AIR FILM
OTHER
R-VALUE:
4 f O ri- h ? r
TOTAL 'R' VALUE
'U'= 1/R = Z2
_2
3
FIL,UR £ #Z 4
5
(WALL-INSULATION
2-
3
FIGURE # 3
(RIM JOIST
1-
_2
3 -
FIC,URE #4
(FOUNDATION)
WALL SECTION (INSULATION): FIG. 2
1) INTERIOR AIR FILM : 6dr-
2) DRYWALL uJ-
3) R 17 INSUL.
4) SHEATHING /. 0 9
5) SIDING /
6) EXTERIOR AIR FILM O
OTHER o
TOTAL 'R' VALUE o21- s- 3
'U'=1/R= •a'6-
RIM JOIST SECTION: FIG. 3
1) INTERIOR AIR FILM o
2) BATT INSULATION 30.0
4 3) 1-1/2" SOFT WOOD . /. 7
t- 4) "SHEATHING
OOH
5) SIDING b/
f-(o 6) EXTERIOR AIR FILM
OTHER O
TOTAL'R' VALUE -
'U' = 1/R = . D3
FOUNDATION SECTION: FIG. 4
1) INTERIOR AIR FILM °
2) INSUL.
3) _" BLOCK/CONCRETE /. z 3
-4 4) EXTERIOR AIR FILM a
OTHER D
TOTAL 'R' VALUE
'U'=1/R= .o FZ
C ONSTRUCTION: R-VALUE:
r 4T it C. CEILING SECTION (INSUL.): FIGS. 5 OR 6
t
' 1) INTERIOR AIR FILM
RYW
LL
"
•
.j r 2) A
D
(
? 1 _(SUa14ESTEg13) R-5 SHEATHING (IF NO ATTIC)
?
t ` 4) INSUL.
5) EXTERIOR AIR FILM
OTHER
-? TOTAL 'R' VALUE
'U'=1/R=
2
o
1-
J
U. CEILING FRAMING SECTION: FIGS. 5 OR 6
Z 1) INTERIOR AIR FILM
F I C U R E5 2) " DRYWALL
AT T I G) (5ura4eSTED)-s 3) R-5 SHEATHING (IF NO ATTIC)
"
4) INSUL
_
5) EXTERIOR AIR FILM
6) _" SOFT WOOD
3 VENT. SPACE OTHER TOTAL 'R' VALUE
'U'= 1/R =
EXPOSED FLOOR/CANT. SEC. (INSUL.): FIG. 7
? ?
- 1) INTERIOR AIR FILM
2) FLOORING
3 3) SUB-FLOORING
4) "INSULATION
-2 FIGURE '*(O 5) PLYWOOD
- 6
) EXTERIOR AIR FILM
(NO ATTIC,) OTHER
TOTAL -R' VALUE
'U'= 1/R =
Z
2 EXPOSED FLOOR/CANT. FRAMING SECTION: FIG. 7
3
1) INTERIOR AIR FILM
2) FLOORING
r ti 3) SUB-FLOORING
J 4) " SOFT WOOD
5) PLYWOOD
ll 6) EXTERIOR AIR FILM
Li OTHER
TOTAL'R'VALUE
Jam. ? , i
FIGURE D # 7 'U* = 1/R =
CANTIL£.VE.RS AND
(ADDITIONS ON POSTS
j OR OVER G?ARAC7 F_S
GUIDELINE TO (R) FACTORS FROM ASHRAE HANDBOOK
'U' value = Thermal Transmittance
'R' value = Thermal Resistance
'U' value = the reciprocal of 'R'
'R' value = the reciprocal of'U'
Therefore, 'U' = VR' wi 'R' = VU'
The smaller the 'U' value, the greater the insulating capabilities of a component.
The larger the 'R' value, the greater the insulating capabilities of a component
'R' values can be obtained for each of the various components of a building section (assembly) and then
added together to compute the jQjgj'R' value of that section (assembly). But note that you cannot add 'U'
values of the various components of a building section (assembly) to obtain an "overall" 'U' value.
NOTE: The following are typical 'R' values for the items listed:
(3)
Interior Air Film (walls) 0.68
Exterior Air Film (walls) 0,17
Interior Air Film (vented ceiling) 0.61
Exterior Air Film (vented ceiling) 0.61
Interior Air Film (non-vented) 0.61
Exterior Air Film (non-vented) 0.17
NOTE: The following are typical 'U' values for the Items listed:
(_SU
All Windows
(w/storms 1" to 4" space) .56
Removable Double Glazing (ROG) .55
Thermo or Welded 3/16" air space .69
1/4" air space .65
1/2" air space .58
1-3/4" Solid Core Door .46
w/storm, wood .31
w/stone, metal .26
Pease Steel Door Insl/N/CL 7.45R .13
Sliding Glass Door - Wood .65
- Metal .715'
(When a window or door has been specifically tested by a manufacturer for'U' value, those values as given
may be used in lieu of the above.)
22.6
1993 Fhndameatals
Conductivity' Coadactanes Per laid For IlLk iseu Spedd
(k). (C). (Ilk). Lhned (LC), Heat,
rm dry
' ' •I lhg_ 'P•na•e nt-i'
Description
Wfes
h•fe.•F
b.ft=•'F
Bto•IN .
Btu
lb--F
BUILDING BOARD
Asbesto3<cnent board ..:....... .........:........ 120 4.0 - 0
21
Asbestos-cement board ....................0.125 in.
120
-
33.00 .
-
0
03 0.24
Asbestos-cement board .....................0.25 in. 120 - 1630 - .
0
06
Gypsum err Planer board ...................0.375 in. 10 - 3.10 - .
0
32 0
Gypsum or plaster board ..................... 0.3 in.
50
-
232 . .26
Gypsum or planet board ........ ..0.621 in.
•
s0
1
78 -
- 0.45
0
16
Plywood (Douglas PtrY • ....... ..
................ 34 0.80 .
- I
2J .
Plywood (Douglas Fir) .....................023 in.
34
-
330 .
-
0
31 0.29
Plywood (Douglas Fir) .................... 0.371 in. 34 - 2.13 - .
47
0
Plywood (Douglas Fir) ...................... 03 in. 34 - 1.60 - .
0
62
Plywood (Douglas Fir) ....................0.623 in. 34 - 1.29 - .
77
0
Plywood or wood panels ....................0.75 in. 34 - 1.07 - .
0
93
Vegetable fiber board . 0.29
Sheathing, regular density .................03 in. 18 - 0.76 - 1
32
............. 0.78125 in.
Sheathing intermediate density ........
.
03 in
18
22
-
0.49
- .
2.06 0.31
.
...
.
Nail-base shathing• .......................03 in.
25 -
- 0.92
94
0 - 1.09 0.31
Shingle backer ......................... 0375in.
18
- .
1
06 - 1.06 0.31
Shingle backer ........................ 0.3121In,
Sound deadening board
18
- .
L2E -
- 0.94
0.78 031
....................0.5 in.
Tile and lay-in panels, plain or acoustic ...... 13
IS -
40
0 0.74 - 1.31 0.30
......
..... 0.5 in.
18 .
- -
0.80 2.50
- -
! 21 0.14
.,... 0.73 in.
Laminated paperboard
............... 18
30 -
0
50 O.S3 - 1.89
,,
......
Homogeneous board frrepulped paper .....
30 .
0
$0 - 2.00 - 0.33
.., ,
Hardboard' . - 2•? - 028
Medium density ................................
High density, service-tempered grade and service 50 0.73
-
1.37
-
0.31
grade .......................................
High density, standard-tempered grade . , ....... 11
63 0.82
00
1 - 1.22 - 0.32
...
Particleboard . -
1.00
1 - 032
Low density ...................................
Medium density 37
' 0.71
-
1.41
-
0.31
................................
High density ............................... .. 10
62
5 0.94
1
18 - 1.06 - 0.31
.
Underiayment .......................... 0.625in.
W .
40 .
-
1.22 0.85
-
0
82 0.31
0
29
aerboard .....................................
Wood subfloor ..................
0
71 in 37
- 0.63 139 . .
..........
.
. - 1.06 - 0.94 0.33
BUELDING ME'HBRANE
Vapor-permeable felt ............................ - - 16
70
Vapor-sal, 2layers of mapped 15-Ib felt ...........
- .
8
33 - 0.06
Vapor-sal. plastic Mm ........
- . - 0.12
.................. _ - - Nee.
FINISH FLOORING MATOUALS .
Carpet and fibrous pad ........................... - - 0.48 - 08
2 34
0
Carpet and rubber pad ............................ . - - 0.81 - .
123 .
0
33
Cork tile ................................0.125in.
Terrazzo - - .3.60 - 0.28 .
0.48
.................................... Iin.
Tile-asphalt, linoleum
vinyl
rubber - - 12.50 - 0.08 0.19
,
,
...............
vinyl asbestos ....... - 20.00 - 0.05 0.30
.........................
ceramic ..............
.
- 0.24
........
...............
Wood. hardwood finish .................... 0.73in.
-
-
1.47
-
0.68 0.19
INSULATING MATERr41e
Blanket and Battr+
Mineral Cber• fibrous form processed
from rock, slag, or Sian
approx. 3-4 in ............................... 0.4-2.0 - 0.091 - I1
approx. 3.5 in ................................ 0.4-2.0 - 0.077 - 13
approx. 3.5 in ................................ 1.2-1.6 - 0.067 - 11
approx. 53-6,1 in ............................ 0.4-2.0 - 0.033 - 19
approx. 5.5 in ................................ 0.6-1.0 - 0.048 - 21
approx. 6-7.sin .............................. 0.4_2.0 - 0.013 - 22
approx. 821-10 in ............................ 0.4-2.0 - 0.033 - 30
approx.10-131n ............................. 0.4-2.0 - 0.026 - 38
Board and Stabs
Cellular Sim ....................................
Glass fiber, arsenic bonded ........................ 8.0
4.0-9
0 0.33
0
23 - 3.03 - 0.18
Expanded perlite, organic bonded .................. .
1.0 .
036 -
- 4.00
2
78 - 0.23
Expanded rubber (rigid)...........................
43
022
- .
4
55 -
- 0.30
40
0
Expanded polystyrene, extruded . .
(smooth skin surface) (CFC•12 exp.) .............. 1.8-3.1 0.20 - 5.00 - 029
Expanded Dolrnyreae, extruded (smooch skin surface)
(HCFC•142b exp.)' ............................. 1.8-3.5 0.:0
5.00
-
0.29
4
of
Values4
Thermal and Water Wpor Imasmission Data 222.77
Table ,l Typical Thermal Propertles of Common Buddlne and Inaeladot Material -Desiz6 WIoee (Contfirugd),'
(Radotsince 4R)
Coadordritya Conductance Per tech For ThIcka Specific
(k), (C), Thiclusess(I/k). ILUd (3/C), Heal,
Deadry er the
? °F•ftl.h -F. t. -2111
Description Ib/irs
h•ftt• F k•fti•OF Bte•in Btu Ih••F
Expanded polystyrene. molded beads ............... 1.0 0.26 - 3.35 - -
IX 0.27 - 4.00 - -
1.3 0.24 - 4.17 - -
1.75 0.24 - 4.17 - -
CdIu4r polyurethane/polyisocyanutatei 20 0.23 - 4.33 - -
(CFC-11 cxp.) (unfaced) ........................ 13 0.16-0.18 - 633-3.36 - 0.3E
Cdlular polyisocyutumte,
(CFC-I1 esp.)(pspermeable facers) .............. 1.3-2.5 0.16-0.18 - 3.25-5.54 - 0.72
Cellular polyisocyanuratel
(CFC.Ilap.)(gas•impermeablefacers) ............ 2.0 0.14 - 7.04 - 0.22
CeEulsr phenolic (closed ceM(CFC•11. CEC•113 exp.) 3.0 0.12 - 8.20 - -
Cellular phenolic (open a0) ....................... 1.8-2.2 0.23 - 4.40 - -
Mineral fiber with resin binder ..................... 13.0 0.29 - 3.45 - 0.17
Mineral fiberboard. wet (cited
Core or roof insulation .......................... 16-17 0.34 - 2.94 - t
Acoustical Ede ................................. 18.0 0.35 - 2.86 - 0.19
Acoustical tile ................................. 21.0 037 - 2.70 - ` -
Mineral fiberboard. war molded -
Acoustical tile' ................................ 23.0 0.42 - 2.3E - 0.14
Wood or cane fiberboard
Acoustical tile ' ......................... 0.5 in. - - 0.80 - I35 0.31
Acoustical tilci .... .................0.75 in. - - 033 - 1.29
Interior finish (plank. tile) ......................... 15.0 0.33 - 2.36 - 0.32
Cement fiber slabs (shredded wood
with Portland cement binder) .................... 25-27.0 0.30-0.53 - 2.0-1.89 - -
Cammt fiber slabs (shredded wood -
with magnesia oxysulfide binder) ................. 22.0 0.57 - 1.75 - ' 0.31
Loose Fill
Cellulosic insulation (milled paper or woad pulp) ..... 23-3.2 0.2'1-0.32 - 3.70-3.13 - j 0.33
Perlite, expanded ................................. 2.0.4.1 037-0.31 - 3.7-33 - 036
4.1-7.4 031-0.36 - 3.3-2.8 - -
)
7.4-11.0 0.36-0.42 - -
2.8-2.4
-
Mineral fiber (rock. slag. or g4sa)9
approx. 3.75-Sin ............................... 0.6-2.0 - - - 11.0 0.17
approx. 6.5.8.75 in ............................. 0.6-2.0 - - - 19.0 -
approx. 7.J-10in ............................... 0.6-2.0 - - - 22.0 -
approx. 10.25-13.75 in .......................... 0.6-2.0 - - - 30.0 -
Mineral fiber (rock, slag. or glass)'
approx. 3.5 in. (closed sidewall application) ........ 2.0-3.5 - - - 12.0-14.0 -
Vermiculite, exfoliated ............................ 7.0-8.2 0.47 - 2.13 _ 0.32
4.0-0.0 0.44 - 217
Applied Spiny
Polyueh=a losses ............................... 1.5-25 0.16-0.18 - 6.25-536 - -
Uresformaldehydefoam .......................... 0.7-1.6 0.22-0.28 - 4.35-337 - -
Cellulosic fiber .................................. 3.5-0.0 0394.34 - 3.45-294 - -
Gifu fiber ...................................... 3.5-4.5 0.26-0.27 - 3.85-3.70 - -
MXrAIS
(See Chapter 36, Table 3
ROOFING
Asbestos cmucat shingles .......................... 120 - 4.76
- 011
0.24
Asphalt roll roofing .............................. 70 - 6.30 - 0.13 0.36
Asphalt shingles .. ...... 70 - 2.27
00
70 - 3
B
037Ji
d
fi - 0.44
- - 0.33 0.30
0.33
.
u
ng ..........................
n.
t•up roo
S4tc .
....................................0.3 in. - - 20.00 - 0.05 0.30
.
Wood shin es. plain and film faced .......... - - 1.06 - 0.94 0.31
PLASTERING MATERIAI Q
I
20
0
Cement PL=er, sand agpeptc ..................... 116 3.0 - 0.20 -
0
08 .
20
0
Sand aggrepte ......................... 0.375 in. - - 13.3
66
6
i .
-
- 0.15 .
030
.
n. - -
Sand atgreguc ; .........................0.75
G
sum
laster
yp
p
.
Lightweight aggtepte ..................... 0.5 hL 43 - 3.12
- 032
0
39
-
-
Lightweightagpegate ...................0.625)a. 45 - 2.67 .
-
47
0
2.13
Lightweight aggregate on metal Lath 0.75 In -
. 32
0
Perlite agpeple ............... ...•..•. . -
43 1.3 0 .
030
Sand aggregate ................................ 105 3.6 - 0.18 -
Sand atismare ........................... 0.5in. 105 - 11.10 - 0.09 -
Sand aggregate .........................0.623 in. 103 - 9.10 - 0.11
13
0 -
-
Sand aggregate on meal lath ..............0.75 in. - - 7.70 .
-
Vermiculite a te ........................... 45 1.7 - 0.39 - -
MASONRY MATERIALS
M¢wnry Un'U
Briak•fued gy .................................. 150 E.4-10.2 -
0.12-0.10 -
-
140 7.4-9.0 - 0.14-0.11
130 6.4-7.8 - 0.16-0.12 - 19
0
120 5.6-0.3 - 0.1E-0.13 - .
Ito 4.9-5.9 0.204.17 - -
A ? A
r 22.8
Table 4
Thermal Prooertles of
Clay rile. hollow
1 cell deep ................................. 3 in.
1 cell deep ................................. 4 in.
2 cells deep ................................ 6 in.
2 cells dap ................................8 in.
2 cells dap ...............................10 in.
3 cells dap ............................... 12 in.
Concrete blocks'
Limestone aggregate
S in., 36 lb. 138 lb/ft' concrete, 2 cores ..........
Same with perlite filled cores .................
12 in., 33 lb, 139 lb,'W concrete, 2 cores .........
Same with perthe filled cares .................
Normal weight aggregate (sand and gravel)
8 in., 33-36 lb, 126.136 lb/ft' concrete, 2 or 3 cam
Same with perlite filled cores .................
Same with verm. filled cars .................
12 in., 3016, 123Ib/ft' concrete, 2 cores .........
Medium weight aggregate (combinations of normal
weight and lightweight aggregate)
8 in., 26.291b, 97.112lb/ft concrete, 2 or 3 cores..
Same with perlite filled cores .................
Same with verm. filled cores .................
Same with molded EPS (beads) fr0ed cores .....
Same with molded EPS inserts in corn ........
Lightweight aggregate (expanded shale, clay, slue
or slag, pumice)
6 in., 16.17 lb 83-87 ib/ftr concrete, 2 or 3 cares...
Same with perlite filled cores .................
Same with verm. filled cores .................
8 in., 19-22 lb, 77.86 Wit' concrete .............
Same with perlite filled cores .................
:...
Same with verm. filed cores .............
Same with molded BPS (beads) fr0ed cores .....
Same with OF foam filled core ..............
Same with molded EPS insets in cores ........
12 in., 32-36 lb. 80-90lb/fP concrete, 2 or 3 core...
Same with pertite filled cores .................
Same with verm. filled cores .................
Stone, time. or sand
Quanzitic and sandstone ......................
Calcitic, dolomitic. limestone, marble. and granite.
Gypsum partition tilt
3 by 12 by 30 in.. wild ........................
3 by 12 by 30 in.. 4 cells .......................
4 by 12 by 30 in., 3 cells .......................
Concretes
Sand and gravel or stone aggregate concretes (concretes
with mom than 30% quartz or quartzite sand have
conduetivitia in the higher end of the range) ..
Limestone concretes ..............................
Gypsum-fiber concrete (87.5% gypsum. 12.3% wood chips)
Cement/llme, mortar, and stucco ...................
Lightweight aggregate concretes
Expanded shale, clay, or slate; expanded slags; cinders:
pumice (with density up to 100 lb/ft'); and scoria
(sanded conaees have conductivities in the higher
end of the range) ...............................
moron Building ¦nd Insulating Msterl
Coaductlvltys Conductance
(k), (C),
Dead twin Btu
Ib/P h•ftr•°F h•ft'•°F
100 4.2-3.1 -
90 3.6-4.3 -
80 3.0-3.7 -
70 2.3-3.1 -
1993 Fundamentals
(1/k),
0.28-0.24
0.33-0.27
a.40-0.33
Listed (110,
°F-W-h
Btu
- - 0.90 -
- - 0.66 -
- - 0.34 -
- - 0.43 -
- - 0.40 i
- 0.48 -
0.27 -
- 0.90-1.03 -
- 0.30 -
- 032-0.73 -
- 0.81 -
0.80
1.11
1.32
1.83
2.22
2.30
2.1
3.7
1.11-0.97
2.0
1.92-1.37
1.23
Hai.
BIa
lb•°F
0.21
0.22
0.22
- - 0.38-0.78 - 1.71-1.28 -
- - 0.27-0.44 - 3.7-2.3 -
- - 0.30 - 3.3 -
- - 0.32 - - 3.2 -
- - 0.37 - 2.7 -
- - 0.32-0.61 - 1.93-1.63 -
- - 0.24 - 4.2 -
- - 0.33 - 3.0 -
- - 0.32-0.34 - 3.2-1.90 0.21
- - 0.13-0.23 - 6.8-4.4 -
- - 0.19-0.26 - 3.3-3.9 -
- - 0.21 - 4.8 -
- - 0.22 - 4.3 -
- - 0.29 - 3.3 -
- - 0.38-0.44 - 2.6-2.3 -
- - 0.11-0.16 - 9.2-6.3 -
- - 0.17 - 3.8 -
180 72 - I 0.01 - -
160 43 - 0.02 - -
140 24 - 0.04 - -
120 13 - 0.08 - 0.19
180 30 - 0.03 - -
160 22 - 0.00 - -
l40 16 - 0.06
120 11 - 0.09 - 0.19
too 8 - 0.13 - -
- - 0.79 - 1.26 0.19
- - 0.74 - 1.33 -
- - 0.60 - 1.67 -
100 10.0-20.0 - 0.10-0.03 - -
140 9.0-18.D - 0d1-0.06 - .19-0.:
130 7.0-13.0 - 0.14-0.08 - -
140 11.1 - 0.09 - -
120 7.9 - 0.13 - -
too 3.3 - 0.18 - -
01 1.66 - 0.60 - 0.21
120 9.7 - 0.10 - -
IDO 6.7 - 0.13 - -
80 4.3 - 0.22 - -
120 6.4-9.1 - 0.16-0.11 - -
IW 4.7-0.2 - 0.21-0.16 - 030
80 3.3-4.1 - 0.30-0.24 - 0.20
60 2.1-2.3 - 0.48-0.40 - -
I s - 0.76 - -
Thermal and Water Vapor Iransmission Data
•wa'a ^ •Yp• inermar rroperueo of common Building and ImolaUng Materals-Dealo area
-W , (Conclu
?Nr
Resistance `(R
Conductivity' Cosdwa oce Per 1 or Tbirksuaa SpecLnC
(k), (C). (Lk), Unted (I)IQ, Hut,
Densitytt err°•In 9113 or-fts*h OF1L4 a
Description lb/fr h•fts••F b•fts••F ban-ter Ma Ib••F
Perlite, vemucubte, and polystyrene beads ......... 50 1.8-1.9 - 0.53-0.53 -
40 1.4-1.5 - 0.71-0.67 - .15-0.23
30 1.1 - 0.91 - -
Foam cors'et' .................
................. 20
120 0.8
5.4 -
- 1.23
0.19 -
- -
-
100 4.1 - 0.24 - -
s0 3.0 - 0.33 - -
70 23 - 0.40 - -
Foan concretes and cellular concrete, ............... 60 2.1 - 0.48 - -
40 1.4 - 0.71 - -
20 0.8 - 1.25 - -
SID LNG MATERIALS (oa flat surface)
Shingles
Asbestos-cement ............................... 120 - 4.75 - 0.21
Wood, 16 in., 7,3 exposure ...................... - - 1.15 - 0.87 0.31
Wood, double, 16-in., 12-in. exposure ............. - - 0.84 - 1.19 0.28
Wood. plus instal. backer board, 0.3125 in.......... - - 0.71 - 1.40 0.31
Siding
Asbe,toacement, 0.23 in., lapped ................ - - 4.76 - 0.21 0.24
Asphalt rail siding .............................. - - 6.50 - 0.15 0.33
Asphalt insulating siding (0.3 in. bed.) ............. - - 0.69 - 1.46 0.35
Hardboard siding, 0.4375 in ...................... - - 1.49 - 0.67 0.28
Wood, drop. 1 by 8 in ................. - - 1.27 - 0.79 0.28
Wood. bevel. 0.5 by 8 in., lapped ................. - - 113 - 0.81 0.28
Wood, bevel, 0.73 by Ili in., lapped ............... - - 0.93 - 1.05 0.28
Wood. plywood. 0.375 in., lapped ................ - - 139 - 039 0.29
Aluminum or Steelo, over sheathing
Hollow-backed .............................. - - 1.61 - 0.61 0.29
Insulating-board backed nominal 0.375 in........ - - 0.55 - 1.82 0.32
Insulating-board backed nominal 0.375 in.,
foil backed ................................ - - 0.34 - 2.% -
Architectural (soda-lime float) glass ................. 158 6.9 - - - 0.21
WOODS (12% moisture contest)"
Hardwoods 0.390
Oak .......................................... 41.2-46.8 1.12-1.23 - 0.89-0.80 -
e'arch ......................................... 42.6-43.4 1.16-1.22 - 0.87-0.82 -
Maple ........................................ 39.8-4A.0 1.09-1.19 - 0.92-0.84 -
Ash .......................................... 38.4-41.9 1.06-1.14 - 0.94-0.88 -
30trwoods 0.390
Southern Pine ................................. 35.6-41.2 1.00-1.12 - 1.00-0.89 -
Douglas Fir-I.arch .............................. 33.5-36.3 0.95-1.01 - 1.06-0.99 -
Southern Cypress ..............................
Hem-Fir, Spruce-Pine-Fir
....................... 31.4-32.1
24.5-31.4 0.90-0.92
0.74-0.90 -
- 1.11-1.09
1.35-1.11 -
- C
/
West Coast t Woods, Cedes .....................
Cedars 21.7-31.4 0.68-0.90 - 1.48-1.11 -
California Redwood ............................ 24.3-28.0 0.74-0.82 - 1.35-1.22 -
'Vdum m for • mean t®OersNR Of 73 •F. Reotvcau lvevaiues fa do menials Walum for fink sroutsd block m ar aparertrmum uautt um a CO Crel-V Ih
ace intended as dorm (oat spm0mden)vahro fa mueriah in normaluat Thermal
value of insulating material may differ from design Warm depending an their in,
situ properties (erg., density and MOWUra maeny aimution, MI and variability
emerie,oed during manufacture Farproptrdes of aputiwlar product. usethey"
sapp8d by the manufacture or by unbum d testy
'Tb obtain thermal conductivities in Bm/h • R • -F. divide the k•factor by 12led&
'Amruoa vuhemare the,edpeoeab of Cbdmv rounding of COO mde®al placer
llewls (I967).
'US Department of Agriculture (19741
'Dom not include papvbacldng and facing, ifaer& Whmeimuladom forms' bound-
ary (ndleaiw a atherwis) of m kmpag =Abk$land 3 fmtheiar4adAs value
aim Hints wins the approPnus efrwiw a nittanae and t®peramnmadidans
of the spas
•Canductivity varies with Ober dlamm¢ (Sin Chapter 20, Favors Affmdug Tber•
real Perfamamce) Batt. blanket, and base IM minval fiber ?.I,r- are-- rev
owns to amkw specified R.vehw, the most common of whkh are fisted in the table.
Due to differexm in nunyfanmringprpcesses andnatertalatheptp, thiceno n.
dmtities and thermal coeducdvidm vary aver mmsidasbk map for a spudnpa
k-velue
`This material u relatively oea and data are based an limited maim
'Far additional information, see Society of Plastics Foginem (SPO Adkitn UIOL
Values ace fa aged, unfacd bard stock. For champ is mndueuvity with ap of
amaaded polyarrduawpabhm7anuun see Chesser A Fawn AffeconTbamal
parformanR
t4jues are for'led ptoduas with per-mutammbk faros an the two mVa asrfacm
An Humsnum fod facer of o001 m. drk'mese or greater is sataWY cosddered imyer-
mcabletopea. rot cheap b medualvky with cep ofmpandd polysv yasuara
ace Chapter 20, Factors Affecting Thermal FtrformuK and SPI BuiYdn UIOL
'Imutadog values of acoustical tikvary; depending an dendry of the board and ft
rypc sirs and depth of perforations.
a similar tmk:dahL - -.
0W1ues formerai using applied over flat surfaces wary wWft depending an anamt
of vamiWtoa of sirrpsa beneath the siding whether airspace is reflective of acct
reflective: sod on thickneek type, and appiks, as of Insulation baddngboard use&
values given are average for use a design guides and were oluiaed from several
guarded her bnstw (AS1M 0216) acallbrard bar ban (ASiM 0976) on bolbw-
baclmd type and rypm made acing heekkeg4 oardsof wood fiber fared pudic, and
M ft Ogpgc= 9( 4;9% or more from the values oven may occur.
,Sad Adam' 011). MacLean (19411 and Wilkes ((979). The moduainty values L'ned
are fa het asnsferac us the arai t. The thermalwndumvity of wood varies linearly
with the demity, and the density ranges lined are those normally found for the wood
species given, if the, density of the wood species is not knom use the men modus
tivity values For naspoladon m other mostusa eamras& the foilowins asupirical
actuation devdopd by Willer (1979) may be used:
k w 01791 + (1 x 10-r + 3.713 x(1 x 10 + 5.753 x 10-•00
I + ULW
when o la dessity of the main wood in Ib/RS, and M In the mokeut content In
pemnL
*From WHIM (1979). an empirical equation fa the spaciOe beat of moist wood m
73 •F k u folbwc
r w (0299 + 0.01M) + ?,
s (I + ULM) s
wbere ACa atmuau fa the host Of sorpdm ad w denoted lay
Acct - Mo.= x to-, -3.162 x 10-1he)
.here Mk the moisture mment in percent by macs.
22.9
fir.
I'll
22.14 1993 Fundamentals Haodbook
Tzhle 9 Trnial Wmw, Wear Permeanee and Permahlllty Values for Common BoRdlna Materialae
Thi Permnaea ad, Perm=hWry, Reslanaea/1a.9,
Mateslal Ia. Perm Rep Perm-iz. Rep/la.
Conuructlon Malerisk
Concrete (I:2:4 mix) ]1 O.71
Brick masonry 4 0.81 1.3
Concrete block (cared. limestone aggregate) 8 2.41 0.4
Tile masonry. Blazed 4 0.121 8.3
Asbestos cement board _ 0.12 4-84 0.1-02
With oil-base finish= 0.3-0.5e 2-3
Plaster on metal lath 0.75 15, 0.067
Plaster on wood lath 11* 0.091
Piaster on plain gypsum lath (with studs) 201 0.050
Gypsum wall board (plain) 0.375 50, 0.020
Gypsum sheathing (asphalt impregnated) 0.5 206 0.030
structural insulating board (sheathing quality) 20-w 0.050-0.020
Structural insulating board 0nterior, uncoated) 0.5 50-90r .020-0.011
Hardboard (standard) 0.125 111 0.091
Hardboard(tempered) 0.125 Sr 0.2
Built-up roofing (hot mopped) 0.0
'
Wood, sugar pine
0.4-3.411
2.3-0.19
Plywood (dougW fir, exterior glue) 0.25 0.7' 1.4
Plywood (douglas fu, interior glue) 0.25 1.91 1
0.53
Acrylic, glass fiber reinforced sheet 0.056 0.124 8.3
Polyester, glass fiber reinforced sheer 0.048 1
0.054 20
Thermal Insutadoas
0
0083
Air (still) 0
04 .
ee
Cellular {Sass .
11--2
2
2
64 0.4&4
38
Corkboard .
.
. .
9.39 0.11
Mlnersl wool (unprotected) 1169 0.0086
Expanded polyurethane (R-I1 blown) board sock 0.41.64 2.
Expanded polystyrene--curuded 1 0.93
0.83
Expanded polystyrene-bead -5.
2.0-3.84 0.50-0.17
Phenolic foam (covering removal) ' 26
02-0
134
0 0'038
7
SO.6
Unicellular synthetic flexible rubber foam .
. .
Plastic and MeW Falb and Filma9
Aluminum foil 0.001 0.04 m
Aluminum foil 0.00035 0.054 20
Polyethylene 0.002 0.164 6.3 3100
Polyethylene 0.004 0.084 12.5 3100
Polyethylene 0.006 0.064 17 3100
Polyethylene 0.008 0.044 25 3100
Polyethylene 0.010 0.034 33 3100
Polyvinylchloride, unplssdciud 0.002 0.684 1.5
Polyvinylchloride. plasticized 0.004 0.8-1.4d 1.3-0.72
Polyester 0.001 0.734. 1.4
Polyester 0.0032 0136 4.3
Polyester 0.0016 0.084 l.
Ce
CeOulose acetate
0.01 1
4.64 2
0 0.2
Celluiou accrue 0.125 0.32d 3.1
content of a soil that bar been thoroughly netted and then drained
until the drainage rate has become negligibly small). After a
prolonged dry spell, the moisture will be near the wilting point,
and after a rainy period, the soil will have a moisturecontent hear
its field capacity. The moisture contents at these limits have bees
studied by many agricultural marchers, and data for different
types of soil are given by Salomon and Marlowe (1989) and Ka-
sten (1949). The shaded areas on Figure 6 approximate (1) the full
tan ge of moisture contents for different soil types and (2) a range
between average values of each limit.
Table 7 gives a summary of design values for thermal conduc-
tivities of the basic soil classes. Thbbt 8 gives tangos of thermal con-
ductivity for some basic classes of rock. The value cheaen depends
on whether heat transfer is being calculated for minimum heat loss
through the soil, ai in a ground heat exchange system, or 9 maxi-
mum value, as in peak winter beat loss calculations for a base-
ment. Bence, a high and a low value ate given for each soil class.
As hat flows through the soil, the moisture tends to trove away
from the source of heat. This moisture migration provides initial
mass transport of heat. but it also dries thesoil adjacent to the heat
sourm beam lowering the apparent thermal conductivity in that
zone of soil.
The following trends are typical in a soil when other factors are
held constant
1. k increases with moisture content
2. k increases with increasing dry density of a soil
3, k decreases with increasing organic content of a soil
4, k tends to decrease for soils with uniform gradations and
rounded soil grains (because the grain-to-grain contacts are
reduced)
Thermal and Water Vapor Transmission Data 22.15
Table 9 Typical Water Vapor Pertnanee and Permeability Values for Common Banding Materials- (Concluded)
Weight.
ih/I00 fts
aa0dln{ Paper. Felts. Roofing Papena
Dupiex shat. asphalt laminated, aluminum foil one side 8.6 0.002 0.176 300 5.8
Sarurated and coated roll roofing 65 0.03 0.24 20 42
Kraft papa and asphalt Is, rated. zit it forced 30.120-30 6.8 03 I.8 33 0.55
Blanket thermal insulation backup paper. asphalt coated 62 0.4 0.6-42 2.5 1.7-024
/asphalt-saturated and coated vapor retarder paper 8.6 01-03 0.6 3.0-33 1.7
Asphalt-saturated, but not coated, sheathing paper 4.4 33 202 03 0.05
U41s asphalt felt 14 U 5.6 1.0 0.18
13-lb to felt 14 4.0 28.2 O..J 0.035
Singleknft. double 32 31 42 0.032 0.024
IJgaid-Applied Coating Materials Thickness, In.
Commercial Iona paints (dry film thickness)' .
Vapor retarder paint 0.0031 0.43 222
Primer-sealer 0.0012 6.38 036
Vinyl acetate/aaylic prima 0.002 7.42 0.13
Vmykaeryac prima 0.0016 8.62 0.12
Semi-glow vinyl-acrylic enamel 0.007A 6.61 0.13
Ettenor acrylic house and trim 0.0017 5.47 0.18
Phial-2 mats
Asphalt paint on plywood 0.4 23
AWmioum varnish on wood 03-0.5 3.3-2.0
Enamels on smooth pinta 0S-13 2.0-0.66
Primers and sealers on interior insulation board 0.9-2.1 1.1-0.48
Various prima plus I mat flat oil paint on plaster 1,6-3.0 0.63-033
Flt paint on interior insulation board 4 023
Voter emulsion no interior insuldon board 30-M 0.03-0.012
Wd{ht, az/ttr
Paint-3 coats
Exterior painr, white lead and oil on wood siding 03-)A 3.3-1.0
Exterior paint. white lead-zinc oxide and oil on wood 09 1.1
Styrene-butadiene later mating 2 it 0.09
Polyvinyl acetate Iota coating 4 31 0.18
ChlorosuKonated polyethylene mastic 33 1.7 0.39
7.0 0.06 16
Asphalt Cutback miftiS 1/16 in.. dry 0.14 72
3/16 in., dry OA -
Hot melt asphalt 2 0.3 2
33 0.1 10
Thu table permits mmparisom Of materials: but in the selection of vapor retarder
matedau, ens value, for perm,,,,, a permeability should be obtained from the
manufacturer or from Iabaa[ory tents 7Tevalues dtawniadiarerariadopsamoogman
vahw for maunals dot are simiier Ate of diRermt dendtl; aientalm, l0. a annrs use
values should not be used as deism or rpm.Marine dais. Want from dry-cop and wa-
ommabods.aeumaoyohmcdhommvausmd nsiag ASrME6and C)55;valves
shown under ado were obtained by two4emperatm4 special ca and air vdocty
methods. PameaOM nonw•^ce Dmmma6ility. and MmMUQr pernarttaiclana slues
given in the fotlowias units
PC, .we, Pkrm pA - its -In Ha
Jrerlrrana lap . in. Hs - Itr - h/p
tbinetbilfry Perm4& gets - ft' - fM Hg/W
aadrtena/eodt thkku Raptin. do. Hg*fr •h/p)tbL
3. k of a frozen soil may be higher or lower than that of the same
unfrozen soil (because the conductivity of is is higher than that
of water but lower than that of the typical soil grains). Differ-
ences in k below moisture contents of 7 to 8%e, as quite small.
At approximately 15%s moisture content, differences in k-
faaon may vary up to 30th from unfrozen values
When calculating annual energy use, values that represent
typical site conditions as they vary during the yea should be
chosen. In climates where ground freezing is siartificant, accurate
spependlg on mnmuc)on and dw=s On of vapor flow.
aodelsewhce Doer mid ddc cope' spend oomidaarlan ass tam sequiscd for
warm side barrier dreerfveoeaa
e0ryap taetaad.
e%a cup metho&
rother than dry-a via-cup method
4ow moteana sheen wed u cape Mande t Hlaa psrmanT wid dawbsre
in oamnualoa.
an-N..-.r and 1__n• vaNas hm been calculated as the reciprocal Of
this pgr nonce and. permeability mium
'Can a 10 mils vot rpm Wckneva
beat transfer simulations should include the effect of the lateral
heat of fusion of water. The energy released during this phase
change signiflantly retards the progress of the frost front in moist
soils.
Water `Fjpor 7hnssal talon Data for Building Components
lkble 9 gives typical water vapor permeance and permeabiliry
values for common building materials. Them values can be used
to calculate water vapor flow through building components and
assemblies using Equations (14) through (17) in CIMPMV 20-
City of Eagan
3830 Pilot Knob Rd
Eagan, MN 55122
(651) 675 -5675
www.ci.eagan.mn.us
Site Address: 1583 Sherwood Way
Lot: 7 Block: 3 Addition: Brittany 03rd
PID:10- 15002- 070 -03
Use:
Description:
Sub Type: e- Reroof
Work Type: Replace
Description: House & Garage
Census Code: 434 -
Zoning:
Square Feet: 0
Comments:
Fee Summary:
Valuation: 3,000.00
Contractor:
Sela Roofing Remodeling
4100 Excelsior Blvd
St. Louis Park MN 55416
(612) 823 -8046
Applicant/Permitee: Signature
PERMIT
City of Eaan
Construction Type:
Occupancy:
If there is no ice protection inspection prior to final, the contractor must meet the inspector w/ a ladder and flat bar.
Pictures are not acceptable in lieu of inspections.
Carbon monoxide detectors are required by law in ALL single family homes.
BL - Base Fee $3K
Surcharge - Based on Valuation $3K
- Applicant -
$88.50
$1.50
Total: $90.00
Owner:
Lyle G Olson
1583 Sherwood Way
Eagan MN 55122
Permit Type:
Permit Number:
Date Issued:
Permit Category:
0801
9001
Issued By: Signature
Building
EA089532
06/04/2009
ePermit
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply
of Minnesota Statutes and City of Eagan Ordinances.
h all applicable State
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04/18/2015 12:55 5673566021 AMWW BB PAGE 92I05
Use BLUE or BLAC!(Ink
� Fo�OfhceUse---------� �--�.�
��� (� � Permit�• /��Il✓�� �
� 0���6�� � Permit Fee• �"� 1
3830 Pilot Knob Road � � �,��Y�_� � �
Eagan MN 55122 � Dste Recelved:-�,�--�0—i-�— I
Pho�e:(657)675�675 I 1
Fax:(661)676-86J4 � St�� �T �
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2015 RESIDENTIAL BUILDING PERMIT APPLtCATION
Date:' -1 ��' r I�� Sl�e Address: � Y1CrNV W UniEi�:
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y^ ,F� 4,��;y,��,,:.,: Address: b�� K.�l�1V'Laf ��i�1�1 �h t�� Cifiy� �IYIQ. J..J�.�
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;.�,,,, .�,:,^;:��:�-w�'�>;�isr,i�ft�,�`� License#: (7�'c�37� �J • l.eadCertiflea;te#: ��� �1 ^� ��� :c7"�
',�' ,,�,:Y�',..a��,�a', �..�+t:�'
If the project is exempt from lead certification,please explain why:(see Page 3 for additional infom►ation)
�N2 Vv�l1 h�fic�isl-uyb �nc�e. �n �o' v�1u.Q.�? .
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
In the last 12 months,has the Cily of Eaga�issued a permlt for a slmllar plan based��n a master plen?
Yes _No If yes,date and address of master pian:
Llcensed Plumber: Phone:
Mechs�nkal Contractor: P�hone:
Sewer&Water Contraetor: Plhone:
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� CALL BEFORE YOU DICi. Call Ciopher8fam One Call at(661)4bM0002 for proteetion agalnst underground utllity deme�ge. CeU 48 hours
before you intend to dig to receive locates of underground utilifies, wu�w,�onherstateonecall.o�
I hereby acknowledge that thie iMortnation is complete and acwrate;that tFre woric will be in confamaince with the oidinances and oodes of tl�e Gty oi
Eegan;fhat I undersSand this is not a permit, but oNy an application for a permil,and work Is not to sterl wNhout a pem�it;that Nte wotk wili be in
acoordence with tbe approved plan in the case aF work which requires a review and approva�l of plans,
Exterior work authorized by a building pertnit iasued in eceordanco with!ha Minnssota Stata 8ul must ba complet9d wlthin 980
days of permit ia�uence.
�� � �
'AppllcaM's Printed e Appllca Sig t
� Pege 1 of 8
04/�8%2615 12:55 5073566021 AMWW BB PAGE 03/05
' /��� ����� (,�� c
DO NOT WRITE BE�OW THIS LINE�! � /��� 7
SUB TYPES
_ Fouodatioo � Fireplace _ Porch(3Season) Exterlor Aiteratlo�($ingie Famiyr)
�Single Fami�y _ G�rage Poroh(4�eascn) _ Ex�eNor A�Eeratloe(Multi)
^ Multl _ DeCk ^ Porch(ScreeNGazebo/Pergola) _ Miscellaneous
_ 01 of_Plex _ Low�er Level _ Pool _ Accessory Bullding
/� � �
YYQRK TYPE3 L-�,,. "� r'4'�,-:��� �"`r� „?�",�`,a ,��~�-��;. ��'.��,�t*�,�'�.:�J
�'��'� `` � �
_ New _ Interior Improvement Slding _ Oemolish Building"
Addition ^ Move Bullding _ Reraot _ Demolish Interior
�,Alteration � Flre Repalr � Windows ^ Demolish Foundatioo
_ Replace ^ Repair = Egress Window _ Water Damage
_ Retaini�g W�111 '�Oe+nolit+on of arKirA bWiding-91ve PGA handout to appliaaot
DESCRIPTION
Valuation � � � Occupancy MI�ES System
Plan Review Code Edition SE1C Unita
(25%_100°h� � Zoning Cfrty Water
Census Code Storles Boaster Pump
#of Units Square Feet PFtV
#of Buildings Len�th Flire Suppression Required
Type of Constructlon WidtB
REQUIRED INSPECTIONS
Footings(New�uildiog� Meter Size:
Footings(Deck) �inal/C.O.Required
Footings(Addition) � Flna!!No C.O.IZequired
Foundation HVAC_Gas;Service Test Gas Line I#ir Test
Roof: Ice&Water Final Pool:_Footin;gs Air/Gas Tests „Final
Framing Draln Tlle
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PERMIT
City of Eagan Permit Type:Building
Permit Number:EA155383
Date Issued:05/14/2019
Permit Category:ePermit
Site Address: 1583 Sherwood Way
Lot:7 Block: 3 Addition: Brittany 3rd
PID:10-15002-03-070
Use:
Description:
Sub Type:Windows/Doors
Work Type:Replace
Description:One Window/Door
Census Code:434 - Residential Additions, Alterations
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow
windows, call for framing inspection. Call for final inspection after installation.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Valuation: 1,500.00
Fee Summary:BL - Base Fee $1500 $62.50 0801.4085
Surcharge - Based on Valuation $1500 $0.75 9001.2195
$63.25 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 -
Lyle Tstes G Olson
1583 Sherwood Way
Eagan MN 55122
Renewal Andersen
1920 County Road C West
Roseville MN 55113
(651) 264-4777
Applicant/Permitee: Signature Issued By: Signature