3602 Birchpond Rd- Be 7 ?a33 ?? 7 G 9- ? 3
?? ? 2006 RESIDENTIAL BUILDING rExA% fPPLicaTIorr 7 0(3d
City Of Eagan 4' P ?? z 3? ? p o b
3830 Pilot Knob Road, Eagan MN 55122
Telephone # 651-675-5675 FAX # 651-675-5694 ? 2?a. ?3-
,??}
New Construction ReauiremenFs
1-3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and eli roofed areas
(20% maximum lot coverage dtbvoed)
14 copies of plan showing beam 8 window sizes; poured found design, etc.
?1 set of Energy Calculations
9 copies of Tree Preserva6on Plan ff lot piatted after 711193 :?ec `d cl,r y(,-_.,,,
Rim Joist DetaH Options selecfion sheet (buildings with 3 or less units) ??
y Minnegasco mechanical ventilation form
RgmodeilReaair Reauirements ?
2 copies of plan showing footings, beams, joists
1 set of Energy Calcufafions for heated additions
1 siEe suroey for addiGons & decks
Addifion - indicafe If on•slte sepGc sysfem
.4ti
Office Use Oniv
Cert of Survey Recd N
Tree Pres Pian. Recd c!Y _ N
Tree Pres Required _ Y ld?fl
Onssite Septic System _ Y_ N
Date i l / '9 /0 ?p Construction Cost
Site Address 3( F0 L 'B/t^C,h.Y?v?.?. ? Unit/Ste #
% /C, f- ?-
Description of Work 5 F-b
Multi-Family Bldg _ YK N Fireplace(s) + 0 ? 1 _ 2
Property Owner Lew'?rNa v Telephone # ( )
Contractor
Address City '7`c?
5tate y`V1 V'N
Zip o?-S'.3`) ? ?
Telephone # 6 ?4 3
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW F3UILDING
4' Minnesota Rules 7674 Categorv 1 Minnesota Ru1es 7672
Energy Code Category . Residentiai Ventilation Category 1 Worksheet • New Ener y Code Worksheet
(4 submission type) Submitted Submit f? 11 C?/Y (?
•
Energy Envelope Calculations Submitted ??
In the last 12 months, has the City of Eagan issued a permit for a similar pian based on a master plan? NOV 1 2) D U6
Y N If yes, date and address of master plan:
q
licensed Piumber (le-4 fi4l??(
Mechanical Confractor Z_4i "'-(4',
Sewer/Water Contractor
Teiephone # Gq9Z.} q1f? q?PF2..
7elephone # (??'? 44 S_ '? (P 12--
Telephone # V52-) -fS`.? ?t 4 ?
I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate;
that the work will be in conformance 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.
?
Applicant s Printed Name
Li I 2- - ? ? ? _ 9-4?3 3
i
Appli can s Signature
DO NOT WRITE BELOW THIS LINE Sub Tvpes ? 01 Foundafion ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg
1? 02 SF Dwelling ? 08 06-plex O 16 Fireplace 0 21 Porch (3-sea.) ? 31 Ext. Alt - Multi
O 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 PorchlAddn. (4-sea.) ? 33 Ext. Ait - SF
O 04 02-plex ? 10 08-plex 11 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc.
? 05 03-plex ? 11 10-plex O 19 Lower Level ? 24 Storm Damage
O 06 04-plex ? 12 12-plex ? 25 Miscellaneous
Work Tvaes
10 31 New 0 35 Int Improvement O 38 Demolish Interior ?, 44 Siding
0 32 Addition O 36 Move Building 0 42 Demolish Foundation ? 45 Fire Repair
? 33 Alterafion ? 37 Demolish Building'` O 43 Reroof ? 46 WindowslDoors
? 34 Repfacement "Demolition (Entire Bldg) - Give PCA handout to applicant
Description: Water Damage Yes
Valuation ?Li. ? Occupancy L) MCES System
Plan Review 3 _ 100% or 25%
Census Code Zoning City Water
SAC Units Stories uZ Booster Pump
# of Units U f Sq. Ft. z 3.? PRV
# of Bldgs 6 ( Length 5`'/ Fire Sprinkiered
Type of Const Vg Width +I 2,` `
REQUIRED INSPECTIONS
? Footings (new btdg) _ Sheetrock
_ Footings (deck) ? FinaUC.O.
_ Footings (addition) _ Final/No C.O.
Foundation HVAC
Drain Tile Other
Roof ? Ice & Water O Fina) ' Pool Ftgs Air/Gas Tests Final
? Framing _ Siding _ Stucco Lath ? Stone Lath _Brick
? Fireplace )" R.I. )?_ Air Test )4 Final _ Windows
? Insulation _ Retaining Watl
e
Approved W?w
Building Inspector
-
-- - - -- ------------ - ------ ------- ----------
Base Fee
Surcharge
Plan Review
MC/ES SAC
Clt}/ SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatrnent Plant
License Search
Copies
Other
Total
13y
G-tl?r???r i??c, ?/P.c??r
f). 5,i . l`c7` X 5`/. 0".
rs
?.?
LOT SURVEY CHECKLIST FOR RESIDENTIAI
BUILDING PERM{T APPLICATION
PROPERTY LEGAL: -fe,''?'Q- 6IkYI Z"' Add '
DATE OF SURVEY: !0?/?,?t1 ?a
LATEST REV1SfON; 1 f IZZ I4 ?,
m
?
c
c?
L
V
1
O z Q DOCUMENT STANDARDS
'W ? ? • Registered Land Suiveyor signature and company
,B
2 ?
? ?
? •
• Buiiding Permit Applicant
Legal description
.
-2 ? ? • Address y?7
'Ea- ? ? • North arrow and scafe
'R ? ? • House type (rambler, walkout, split w/o, split entry, lookout, etc.)
"o ? 0 • Directional drainage arrows with slope/gradient %
? ? • Proposed/existing sewer and water services & invert elevation
? 0 ? • Street name
'z ? ? • Driveway (grade & width - in R/W and back of curb, 22' max.)
,8 0 0 • Lot Square Footage
/ ? 0 • Lot Coverage
ELEVA710NS
Existin
)L' 0 D • Property corners
10 0 0 • Top of curb at the driveway and property line extensions
0 ,P1 ? • Elevations of any existing adjacent homes
,a 0 0 • Adequate footing depth of structures due to adjacent utility trenches
p 'z 0 • Waterways (pond, stream, etc.)
Proposed
,Ef ? D • Garage floor
? ? • Basement floor
? D • Lowest exposed elevation (walkout/window)
)Rr ? 0 • Property corners
,,Rr ? D • Front and rear of home at the foundation
POND{NG AREA (if applicabfe)
0 p ? • Easement (ine
0 y3" ? • NWL
0 )6 0 • HWL
p J3 ? • Pond # designation .
O 4 ? • Emergency Overtlow Elevation
D '2 • Pond/Wetland buffer delineation
Y ? • Shoreland Zoning Overlay District
Y ? • Conservation Easements
DIMENSIONS .
,0' ? 0 • Lot lines/Bearings & dimensions
? ? ? • Right-of-way and street width (to back of curb)
0 ? • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requi(ng permanent footings)
,g o ? • Show all easements of record and any City utilities within those easements
,B 0 0 • Sefbacks of proposed structure and sideyard setback of adjacent existing structures
? o • Retaining wall requirements:
Date/J
?O
,
Reviewed By:
G:/FORMS/Building Permit Application Rev. 11-26-04 r ""?J e2/2O(7la 11;el
..? ?
171-37
iNSTAl.L EROSlON
??-- ?
?n ?
J
71
/ Ln
BENCH MARK
TOP OF SPIKE
ELEV.=850.70
CUT=4.20 TO TOP
OF LOWEST FLOOR
? ?niN n ni
vn'.? n1 v i
\
8Y ,
02-,3
0
M
ASHBURY ROA
v Notes*-'
1, Buildin dimensions shown are for A Denotes set spike
9 p Denotes set iron monument
horizontal & verficd( plocement of structure • Denotes found iron monument
oniy. See orchitecturQl plans for buildin g x927.6 Denotes ezisting elevotion
(930.0) Denotes proposed eleyation
& foundotion dimensions, ---- Denotes rear of buiidmg pad
2. No specific soils investigation has been --- Denotes proposed droinage
completed on this loi by James R. HiN, Inc. TC Denotes top of curb
The suitability of soils to support the specific
house proposed is not the responsiblity of
Jomes R. Hill, Inc. or the surveyor, Bench Mark: 853.02 _ TNH-Lot 17, Block 1
3. No specific titie search for existence or non-
ezistence of recorded or un-recorded easements Proposed Garage Floor= 854.8
has been conducted by the surve}ror as a part Proposed Garoge Top of Block= 855.2
of this sunrey. Only easements per the recoFded Proposed Nouse Top of Biock= 855.2
Proposed Lowest Floor= 846.5
plot are shown. Proposed Top of Block
4. Proposed grades shown were taken from ot Egress Window= 849•7
the grading &/or development plan prepared by
JAMES R. HILL, iNC. Bearings are on assumed datum
Scale: 1'=30'
LOT 1= 21,156 SQ. FT,
PROPOSED HOUSE = 2,916 SQ, FT. SAN. SERVICE INVERT
OR 13.78 % OF LOT AREA ELEV.=840.0
DRIVEWAY = 1041 SQ. FT.
.
?N
... ?
----.-- ?- ? _
•.? N
=?b
\ m
Z ?
N
N ?
.
?
tA?C4 b
? d m
? W
?CL.
a
N
Zz
? Z ?
? 7
? Q
?"
O 1" M
Y
fV ?
?
d
V a ?
?, o 0
?
o
m
(V ?
a
0
V J
DRAWN BY
MAL
DATE
10/16/06
BOOK/PAGE
NONE
CONTROL N0.
21192
CAD FlLE
261368
PROJECT N0.
261368
FlLE N0.
ORAWER
SHEET 1 OF 1
ROAD 3602 BIRCHPOND ROAD
-B OND
REVISE-O"', CERTIFICATE OF SURVEY
R=278. 91 ~- ---- -
' Fnr- LUNDGREN _ BROS.
-?--- -
n?t.???? A?QC•._??.,.,,....-- _ _
w ?rT
- TC 852.2WTC 852J p REQUIRED
>>. ao sERVa -22_
0 852, 52
-N_ T.
1n
M PROPOSED ?}
n I (854.5) 1- ??qDRIVEWAY ro ?
` Ma
r -_ :g z
, 23.30- 851.1 1 FGMhr 851.1 X(854.5 / ro
' ) 850.9 "
? 40,3 a./N?11.35 ry 20.33
1
9
o C-4? i?
?? r? PROPOS?p ' /GARAGE H
? ? NOUSE/ ?.,(
/
U-) (FULL)ANr so)
.? '32.02 ( ,o
854.5 850.9 I o?
M p ? cLoo 16.48 N ` C`+6.9
z???,
?
851 ?5 ' ;W
r ? ?$54.5) tOw
vO
0
r ?
;n °°I ro ?
M d.
z i LOT 2 i z
uo ? o
t I tNSTALI m
vi cd
M ?PIRIMEtER COWOL I N
N ?y
'r
I ?
"
PROPERTY DESCRIPTION: Lot 2, Block 2, TERRA GLENN 2ND
ADDITION, Dakota County, Minnesota.
-BENCH MIARK
TOP OF SPIKE
ELEV.=850.69 We hereby certify that this is a true and correct survey of the above
CUT=4.19 TO TOP
OF LOWEST FLOOR described property and that it was performed bq me or under my
direct supervision and that I am a duly Licensed Surveyor under the
laws of the State o# Minnesota. That this survey does not purport to
show all improvements, easements or encroachments, to the proper ty
, except as shown thereon.
Signed this day of 2006. James R. Hill, Inc.,
L _ l..! I I •
1/ARN IT .
vn?ni v i Y.
J. Gar n, ' esota L.S. No. 11529
31 ?laxamum slapes
OC .r-:-2,:a-4io€ig Wa{l WIfl
Ba S?equ€red
N
Z ? Zp ??--
A?,??
+ EW
DRAINAGE & UTILITY
' 0 l? ?EASEMENT PER PLAT ?
4WGR4EERING J ? I UTILlTY LINE EASEMENT
"7PER DOC. N0. 129032
51
? -1- .?15
EXISTING 75.01 SIOEWALK
S89'40'47"E _ - - -- - - - - ---?--
• ' '.
. ,_
l
?
BIRCHPOND ROAD
- --?
R=278.91-
-- - -?--_._
_ _ - - ,- „ - .
o
?
?
? ,-39.30? ,- 68 4522 &L.P.
?I
?.
m
M
N . I
1
,
f
?-23_30_
T-
?
io
NM
I
I
m
?o
?
I
o,
ri
?'n 1616
.J
w
r
O ?
LLJ
? I
z ?
Lr)
I
N')
M I
N
i nT ?
1nrN nni-'
v n"? ni v I
3566
i _ ' -- 52.3)
N_ r.v
? PROPOSED ?
, dl DRIVEW ?
3602 BIRCHPOND ROAO
CERTIFICATE OF SUR Y
_ For. LUNDGREN BROS.
,;-
?
i nT ?
L_V I I
AA AI
vn?.ni v i
0
I DENOTES
OEXISTING TREE SAVE
I ?EXISIING 1REE REMOVABLE
? ?EXISTING TREE CUSTOM
PER TREE PRESERVATION PLAN
(854.5)[(69 AY } r o?o
?----B "'
?Port? r t (854.5) A ? m
40.3 C) 0 20.33
?y cv;11.35 N ? t
/'/ ? 1 I
/ ? ; GARAGE °N' I ?
PROpOSED/ / ;?3 I ?
? HOUSE? ?
(FULL) 2'CAN7. ?
32.02 ? ,°? 854, 5
16.48 N ? 0 6.88 ??
_ - v 16.5 /
I {854.5) ? ` - ' ' = - ? W
3565 TP I': IwM
{^?
I ' J
?
Z
LOT z ? °
? °
00
cd
? N
I N
?
I
I \ 11-- - - - - --- / J
:7,--EXISTING SIDEWALK--::?_
, o S89040'47"E o
ASHBURY ROAD ?
i nT ') Ri nru I?
TERRA GLENN 2ND ADDITION
Tree Preservation pian
Pre House Pro osed Post Nouse
Oevelopment Construction Tree Preservation Construction
Const. As-Built Post House Const. As-B uilt
POINT NO
ELEV.
T1PE
DIA
N o
?
v Lli
>
?
z
x
?
vai
°
v '
?
?
. z
v?i
w
z
a
3565 852.1 CHERRY 6 X X X
3566 851.0 ASH 6 X X X
.
?
?- ?
--- -
?- a
co
N
•
N h
m v
?. ? N ?
b
y Y
?
\ z a
W
? ?
? 9
cc z 3
?
o
?
N
a ZZ
p? Z ?
-oi T
? ?U
A? +?J r0+ .
0
Y
fV 0
Q
?
a ? °F
? mo
fV 0
a
0
J
DRAWN BY
MAL
DATE
10/16/06
REVISIONS
Preliminary Tree Certification
During a site visit on October 17, 2006 all significant trees designated to be saved on the
Tree Preservation Plan prepored by James R. Hill, Inc., were present and in good health, except g00K/PAGE
as noted in the table above. NONE
The house has been staked. Tree fence wili need to be placed outside the dripline of all signifcont CONIROL N0.
trees to be saved. Future grading and construction should not have a negative effect on these trees, 21192
cAO n?
' 261368
B. e, /1 Z2 0? gY Date: pROJECT No.
. Gary , i nesota LS. No. 11529 Signature of Owner 2s1ssa
FlLE N0.
DRA
Scale: 1"=30' Page 2 of 2 James R. Hill, Inc. ?EET 1EOF 1
Address: 3602 Birchpond Rd Zip: 55122 Perm t: 76233
THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON :??ZZ' !? ?
Yes No Comments
Final grade - 6" from siding
Permanent steps - garage
Permanent steps - main entry
Permanent driveway
Permanent gas
Retaining Wall or 3:1 Max Slope
Sod/Seeded lawn X
TraiUcurb damage
Porch
Lower level finish
Deck ?
Fireplace
• Verify with your builder that roof test caps from the plumbing system have been removed.
• Turn off water supply to the outside lawn faucets before freeze potential exists.
• Call the City's Engineering Deparhnent at 651-675-5646 prior to working in right-of-way or installing
irrigation system.
? BUILDING INSPECTOR:
t-Y
?
A
City Inspection Dept. Copy
City Forester Copy
App(icant/Buitder Copy
??Ity of ?ap
(BUILDER, PLEASE READ ATTACHMENTS)
Development _TERIZ? 6Gf1\JN Dp,
Lot Number 2-- Block Number ?
Address ? ? ?? ?(fttPo?3?--) RI),
Builder C.t.kMbL[ZMN i31ZoS,
Phone Number:_ 6f Z ° ? ? ? -03 S
Contact:__ _ ?To Ct (?') o`(VlfliQltTree Protection Requirements:
? Tree Protection Fencing Installed On Site
Oak Tree Pruning (tmmediately seal wounds during April 1 to July 39)
Therapeutic Pruning Required
Retaining Wall To Be tnstalted
Other:
Replacement Trees:
? Not Required
as Follows: +:A(3A1SI FOFIES?RY DlY1S?QN
REY?EWE
Attachments:
x Yes
No
DATE
Additional Notes:
H:\ghove\2006fi1e\treepres\Tree Preservation Plan Summary-2006
BIRCHPOND ROAD
?- R=278.91 -- - --- -
? --
p=08' 04' 27" N85'46'40"W ?
J ?
?? (851
?
1
0
N
LO
co
..
5?
y I ?o?Ltf
l ?
68 45`Z-
? _
o
ui
PROPOSED
DRIVE
1__ -., #L.P
T.
5
?52,3)
1
?
0
M
?
?
v
i
i
(854. 6 Y WAY I I 10 I -_= fl _2
40.3 0 (854.5)
11.35 N 20.33 I
9 ?
I ?
? PROPOS? ?T ' GARAGE C? J
y ? HOUSE/ LM
(FULL) 2'cqNr.' , /
I
32.02
I y?
I O1 ,
(854.5)
?
I n T •-
L_V I ?i m 16.48 a! N
0
s
98
I ?
? I
, ?ni?nniT ? o
.
? - ?1s.s?
V nvnt v I 3:0.,,0
? ? ?_ (854.5)
o _
, -
---.-??
`'-
LO 3565'TP"
I
"
I CHERRY
6
P7 852.1
Z i LOT 2 ?
? fe?
Y
?iv
L0
t I I
N
3566
6" A!
851.0
.? ?I 00ori
I I
? yDRAINAGE & UTIUTY ?.,? ?
r EASEMENT PER PLAT
?
51
? -?-?- - - - .-J?
\ o? o
K3
U*)
ro
?
1
M
N
?=
1?o
IN
?M
?-
d'
Z
0
00
N
N
L
i nT .1
L.V I I
? / A /N A N I'T
vn.-." ni v i
N
DENOTES
OEXISi1NG TREE SAWE
?EXISTING TREE REMOVABLE
?EXISTING TREE CUSTOM
PER TREE PRESERVAT101J PLAN
?
/
;-,-EKISTING N --- _ 75.01 -i? SIDEWALK
o S89'40'47nE M
ASHBURY ROAD
3602 BIRCHPOND ROAD
CERTIFICATE OF SURVEY
For: LUNDGREN BROS.
10T 9. RI OCK 2.
TERRA GLENN 2ND ADDITION
Tree Preservation plan
Pre House Pro osed Post House
Development Construction Tree Preservation Construction
Const. As-Built Post House Const. As-B uilt
POINT N0.
ELEV.
TYPE
DIA
? p
v >
a z
w
?
? O
v >
? z
w
?
3565 852.1 CHERRY 6 X X X
3566 851.0 ASH e x x x
Preliminary Tree Certification
During a site visit on October 17, 2006 ali significant trees designated to be saved on the
Tree Preservotion Plan prepared by Jomes R. Hiil, fnc., were present and in good health, except
as noted in the table above.
The house has been stoked. Tree fence will need to be placed outside the dripline of all significant
trees to be saved. Future grading and construction shouid not have a negative effect on these trees.
By. e;
. 1? ?4 By Date:
GaWdn, o ta L.S. No. 11529 Signature of Owner
Scale: 1"=30' Page 2 of 2 James R. Hill, Inc.
.
?
C?
N
- ? O
? N
z ?
?
???b
& cm,
??gst
?a
N o
N
a =z
? Z?
=
?+ a o
?U
0
?
0
Y
fV a
O
a ? °F
m
P. o
(+l 0
Q
?
0
DRAWN BY
MAL
DATE
,oi,6i06
REVISIONS
' BOOK/PAGE ?
NONE
CONTROL 1140.1
21192
CAD FlLE
261368
PROJEcr No.
261368
FlLE N0.
DRAWER
SHEET 1 OF 1
Permit #
Permit Date
Project Title: EI Cornell - D- Craftsman
Report Date: 10/16/06
Data filename: G:\CAD\EI\TRADIT-1\ComeII\XD-CRA-1\CORNEL-1\CORNEL-1.RCK
Enerqy Code: 2000 Minnesota Energy Code
Location: Dakota County, Minnesota
Construction Type: Single Family
Glazing Area Percentage: 15%
Construction Site: Owner/Agent: Designer/Contractor:
3602 Birchpond Road Lennar Family of Builders
Eagan, MN 55122 545 Indian Mound East
Wayzata, MN 55391
952-249-4500
max t?A.??'?I' IPP0? {tlA}
Ceiling 1: Flat Ceiling or Scissor Truss: 2142 44.0 0.0 58
Wall (rim): Wood Frame, 24" o.c.: 192 0.0 6.5 25
Wall (egress): Wood Frame, 16" o.c.: 56 19.0 0.0 1
Window 1: Above-Grade:Wood Frame:Double Pane with Low-E: 43 0.330 14
Wall (rim): Wood Frame, 24" o.c.: 200 0.0 6.5 26
Wall (main): Wood Frame, 16" o.c.: 1743 19.0 0.0 81
Window 2: Above-Grade:Wood Frame:Double Pane with Low-E: 325 0.330 907
Door 1: Solid: 41 0.067 3
Wall (upper): Wood Frame, 16" o.c.: 1616 19.0 0.0 83
Window 3: Above-Grade:Wood Frame:Double Pane with Low-E: 205 0.330 68
Basement Wall (egress): Solid Concrete or Masonry: 36 0.0 5.0 4
Basement Wall (full): Solid Concrete or Masonry: 1191 0.0 5.0 95
Floor 1: All-Wood Joist/Truss:Over Unconditioned Space: 139 33.0 0.0 4
Floor 2: All-Wood Joist/Truss:Over Outside Air: 54 33.0 0.0 2
Furnace 1: Forced Hot Air: 90 AFUE
Compliance Statement The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application, The proposed building has been designed to meet the 2000 Minnesota Energy
Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection
Checklist.
_<i;? G.E'/S?/Y•??' /0 ?6 06
Builder/Designer
Project Notes:
Full Lower Level
9' Poured Foundation
Company Name
Da
EI Cornell - D- Craftsman Page 1 of 1
Permit #
Permit Date
Project Titfe: EI Cornell - D- Craftsman
Report Date: 10/16/06
Data filename: G:\CAD\EI\TRADIT-1\Comeil\XD-CRA-1\CORNEL-1\CORNEL-1.RCK
Energy Code: 2000 Minnesota Energy Code
Location: Dakota County, Minnesota
Construction Type: Single Family
Glazing Area Percentage: 15%
Construction Site: Owner/Agent: DesignerJContractor:
3602 Birchpond Road Lennar Family of Builders
Eagan, MN 55122 545 Indian Mound East
Wayzata, MN 55391
952-249-4500
01
. . ar• . . •e:
Ceiling 1: Flat Ceiling or Scissor Truss: 2142 44.0 0.0 58
WaN (rim): Wood Frame, 24" o.c.: 192 0.0 6.5 25
Wall (egress): Wood Frame, 16" o.c.: 56 19.0 0.0 1
Window 1: Above-Grade:Wood Frame:Double Pane with Low-E: 43 0.330 14
Wall (rim): Wood Frame, 24" o.c.: 200 0.0 6.5 26
Wall (main): Wood Frame, 16" o.c.: 1743 19.0 0.0 81
Window 2: Above-Grade:Wood Frame:Double Pane with Low-E: 325 0.330 107
Door 1: Solid: 41 0.067 3
Wall (upper): Wood Frame, 16" o.c.: 1616 19.0 0.0 83
Window 3: Above-Grade:Wood Frame:Double Pane with Low-E: 205 0.330 68
Basement Wall (egress): Solid Concrete or Masonry: 36 0.0 5.0 4
Basement Wall (full): Solid Concrete or Masonry: 1191 0.0 5.0 95
Floor 1: All-Wood JoisUTruss:Over Unconditioned Space: 139 33.0 0.0 4
Floor 2: All-Wood JoisUTruss:Over Outside Air: 54 33.0 0.0 2
Furnace 1: Forced Hot Air: 90 AFUE
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2000 Minnesota Energy
Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection
Checklist.
Builder/Designer Company Name Da
Project Notes:
FuII Lower Level
9' Poured Foundation
EI Cornell - D- Craftsman Page 1 of 1
DE(.'-04-2005 10:34 LBL. SFiLES 4 :JEalG?v 952=!76;0312 F'.19-1
W????
Engineering
IncoTparated
10200 Nnr?art A,+e. Srottrh
Btaorrulg*n?., nT1?t 5s43?
pRox-E 912-898-6516
fdtJ4' 951°BAc•15B?
Ef? I??
? ?
F3?:?.? 12
?:?`?Ai En
?-?` ?• f ? ?„ A? ?"`? ` p••-. .` ..w:,...i..
Novezttber 16,2006
Tc?? T?z7r?c ? ?"
Lundgrm' Bxos. Consxructicn ? (!1 !, /`, (
s 45 1ndiu. .%to=d Past ?; jZC
Wayzata,MN 55391
Rec Come1P "D" Ful! Bsmt./ Braced Wia1s Aaalysis
7erra Glenn, Deudo???nt, Eagagp, MN
VItEI Job Na_ 0442-N9.20
D2aa' T4m,
Per your :eqoast, we laave pcr??mtxl a tsraeed wait an.a?ysL:s"f.o; t?'.? abOve-gefffesir•Ca P3an fl
Corn.4I.1 `<f ,', lcacatect an Esgat,, M`d_ We hased our wa1y°sis cn dxa?'s.rgs pxovided by you cm
Nav. 16, 240Ei. DeSign lvad4ng v,as bd-sed upon a 90 mph t???? ?oad, usiag ExpvsvA cB. I'ie
plans inc4cate th-at the hrusc was origisa-aIly plannacl to b-c shtAthc-d entii•ely wiih fiberboaxd
(Built-ritt)shcatbin& with the c=eptian o£the froat vml1s of ti?? ga??e wh,ch axc constnxc1
usis:g APA NarnrwWail Bracin,g Muthods (see paragaph Wow). T"he Code usec3 4o pexf'crr,
anaIysis ww the IRC-2000 and tht IBC 20DO.
?.ear 'VILA71 Q U Ol?ixis? Flo?r:
1'k?c results of au.r rev-tewv ixudicaze *t the {"zbcrbom-d sheatWrng r'aects tbc br.actlx wall rcqui
of the IIt±G 2000 oa the Sxde vi113 of the hous4. Hcwever, t'he rar wal1 of t?'+e hOuse wi11 nc
pztisvidr ?Aequatx lm'xT-J resistance urtless sG is stic.attt.ei qn t?e extedor with !x'°, ar t]hicke+',
includinz areas abm mid bclow uindvwldoop vpeni:ngs, flSB skwwthing must be nailcd dii
the frarzaitgzvith 10d common nr b?? nV?s ,, 4"' calc di ?aazzel ccig:5 az?d 12", a/c in ihe ?i??d
panel. Continut,us blocking between sttrds rrnist be providcd at para?? ?dges to allow for tMl
Provide 6x6 postat each end ofNkait k`laar walts: A]so, USP STAD14 boldo3vns anust bc
providecf at mch end nf the reat wall bem°e= 6x6 po.8s and Founda6? WcO, (see ai;aclie4
SK-i f-,r tic-dswn ldcatiar?). Sbe astactied cut-s?eets fro:n U5P nprding this hcld?Nvn.
Dlvlslo?
the
our
'Otl y to
»`?hc
nastitg
sketch
r?rnt WSil OO u?e:
tJuc Ual4?sis of the fxott walt sa£the ho?xse inciicates t'mt thest wat;s ws.11 be adequate whrn s3rathed
,with fibeibcyard sheathing crn the esusior and gypsucn boa.,rd shcathing or: tllz interior esf th wall.
1: SP 'S "FAD8R1 Holdawm.s are rcquir(4 or, r.ach md vf the fxont ovaI iSK-2 fcrr holdo -rt
1ticatrors.)
DEC-•04-•13JE3S 10:34 ?BC SALES & ''aESIUrd '9524;60312 F'.02
?+toa. 16, 20t?6
r_on, rl1 ](3/Bracz1 Wa1ta
042•049.,20
si±?M1?ils? ?a.?., f-H'i,S?u-M
Qux ar.-A1ysi5 of the sidc Walls af tite housc irdiGates t1li4 the-qewwm;31s. Wr'lCAF slimLhed 'w1th lli
she2,thing, v°Yii mett t'tic ksl°aced m-411 r°equirc-rimt5 ::f t9te 1PLC 2000. Pro+ti?:?? tozlrtinuou9 urct??
blockir,g under tbcse bmcwd vta.11s,'9roetu,mr,. kloor joisu. No ho1d.+awn dcoacw" O,iv reqxiired at
!?.^5? v??tls
!???Fr -_'V4r?'.: i
AFA Portat Frame Bruing ?vlet1?o4s are rNuircti adjacerft tra the botb gar; doc,r OpeM71gs.sFrosnr
qpxaW? vvalls ShauId be sheatbcd wkth IA" ?S'B snd comru&ed i:t arccrrdanee ruith APA
reqa,a?rmams fo?- Portal. F'rzmc OZacing (s?? attad6red skcscc? SY.,y3)_ Pc°cnaide LTS ST-AD14JLT
Huldisvu devacm amksos'ed to cotryerete fA???atioYIwtx-Gl-r" at ea4A? C'Y1d UI ? rfw"tG? wa ?Se
;rmchedsk+etch SK-4 for hoxdowm to=sonl. See attached manafaMcer's ??ec:ommcndaiicns.
Pravide 1--?4 rebar in tc?p af foutu??tfon wall ?s :?sdra?,?? axt i?m3??f,?tv.a•?;''s °+itcra?r;a?rc an?i ??i?? ?.??
klaidbwn strn p tindcr rAw a5 indicated in manvFacturer's 1ir.eraturc:. I
Jf yc'ru have ?'?tz#,1wr qucstiost5, pleme feel f€ev tes cotztam Mr,?
5incertiy.,
PaV[cxi A, CcrlC,P.E.
MN Reg.,No, 161?5
WeTurL'l
,'?lTieeT7. "'Yg
I,rzcarpo; iZet.?
WE1a9:=--::P
10i0!J ARra,1744 AM S, » 8A,rr04lnrt MIA. P.A'ii!
P1?,'"tNC 95ZAt;1.6576 - rFlY 7U•n4B-2S39
. ?
?••s• ? rTi
-- _----- i
de,.iO' - ??..
pli y'•*" `'-i° V-/6° 2`-1 i;4' 4`46` 4`-16` W-0S !
?
sw
??urr?wy ?
C.. OXV6 x ?bdrj= T
C.tti?
I ? ? 1 ? .zt,vokvur?t' +?n
?c+t e?? ir ?.tB reaa ?
.?ocoa+aul+??7++++e ? 4 ? 6 ?? 3'-IS Ift° r
!Y6.i ?"?"
? 3. 64I?. t Y60T.QK? ?? ?? 1G ?M?M Tf+DlWJ (.??
? ! N • . ? +7
4 NlM1R€SIii MOA?"is 1wm T4 ?
? 6 ? a y
II4S4, Fi6T Q • t0 am &a?
l?FI'tY ay . ?nrr?
al1 ? ??? " R? ?'?. '-- !_. e' ,C ? ?• . -
Ln
?D, Cn
w of
&,7,RLi( fri
(fi
rz '"°T? , ? ? ,, ? 11• '? ? •
j E 3? r-a• ?-+? ?' ? am R n+ur+&
?• ? I ?„? y?• I
?e• t?y?w,
F/Ymi? ? e
?y
?
f7C. 4'?. • ? ' Y 1 _
?`?'
i s:4? ?,._? F?K
ilg
? ._... ?_ ?- F?$ -- -_ - ?? -. --- - - -- -- - `
? I
l??{ ? e ? ? qa i Ya s t ?,v?, r
?`-- ? ? l $ ?
?a
? <_.? er?° -?---._ u?•? sr?s ? ??-? ?fl.• •.7 s.
p?'• ? ? ;t?
?
ms+
eelv,r :f a ?"°
M? CAA,c?di.`1 i,? I{? ? ?? ? ?? ? = ra• K.?e1€eace ewrsr?ss ??
? - --. _.._. - - ??.` °_a: -•?_•'?" _ _ ??b i ?. ? 3E i ? _ .._ ? < ?t t3.c ;x ?-s.y (,-,
----
? 4.1t A4 x'-!°
o ?` * ? ?4 i R: d? ?l.6 #1B. AAi1d?i7Jl1 IU
,}rT
I 1 ? ti ? g? ?U.l'
L h ? ;? ? (
?-
?
Q,
* 1l.t" ? ? ? fn
aA`•+A?'l!4" -4 If?" ? i'4
-ry 1]p m'
t
- ?
^ML Go1Mwp ? f '. .. . . ?e . .. .{......-. ?6
VAA"
lwx
tJl
? i !? z `? : et 3 ? ? at
- ,? 1246 1? ? ILIPS L"WA"
?.?_r_ ?''?'a?r?ia.*??'?^ ?. .•?' itt ? 4? ,_?
7,ie?' L A? W-!' af/P -
k = ? ??31a M4"41
?i ? ? ??? ?
?u
?
a W-a jrA4
?FWAMfDO?AN @CRW
, .
.
N
_ . .... ..:? .. ,.? .. ._ .
... ........ _ ..,...,? ..?:;. , .,..
...?.. ? ? .. ? ?.. . r. ... . .. dif t? t ` -- - - - --
?.?. = ' _"_ - ' .• ?
? ? ? ? ? f V!J Yl .? ? J T49 ?17C164
DI[ ?l?ltcsc r,a
) ( g ? ? ? ?
41.4' ?`_,{? ` 34'?,?" ?c?? ?,'.?• t?"-?s ?'„ {" "J?-IiD" ? f,.)
r N
11`-?• ?` ?` _
?
? -?__?_?_ ??•,1G" ? ??
r?i" P? ? sIDe4ltd?.liE *?g?.?n
t
s
t2lxW ?
'
t ?2u. i
a4'CTtC
i ?V4 x. 71_ 118' SCT" g
L .._ ?
?''•? F ? ??? ? _... __., ? ? ? ?. ? ? ?
'
a YS 8 Ft'. STUL WOULAVC7 GAMAW L7GO1a ?
t:
2%6 UAAI-L
t?1+4 G?DUi."t f229 3a'?. Ki?lRa Nd+4.
?
? _&tO3M flm"
?
:y s
?? t3?lEili6
<
? f!4'?$? °
?;
,.
;:
?
?
elJ <as
?
} ?At?!
33 ! ?t# a? !! °?.isfA fCY?;
.
. ..?._.?..____.._.
I 4s4 '€i<' {
?..
_. ,_.
- ._e ... Pt. 'AL St+A6it? -_....__.. .._?
r-.?.
i
?
8
i
?
I
?
W,,gr
uSt-f?AR.1
T1E-? '"?
t
?
?
*,,v,
? ? -40M
101_ iou
?
S
wla os
:E0,,,7"
521-C''
ffF4-x4 tir,.'!7
LLV SiAGf4
1#LOr?+W
t?
?
?
?
i-?
. „ ?
. !
?
?
m
?
r
t?
r.?
c+?
?
f7l
lf1
?
t.y
m
co
i.0
N
t?
?
-- ??
?
C.i
ea
u
r,
----? c:n
SU?P ¦ DA ¦ - - AD . AD -
, , V CONNECTORS
.omaco.w,+. /a
The coined dimples below the embedment line allow for increased concrete bonding. These holdowns retain
high uplift capacity even when installed at corners of foundation stemwalis. Ideal for use with built up 2x end posts.
LSTAD - 14 gauge one-piece design allows labo'r effective installation without holdowns.
STAD - 12 gauge design features higher uplift capacity than USP's HPAHD.
RJ after the model indicates LSTAD or STAD for rim joist applications as in
STAD813J. Rim joist models provide for a 17"" clear span without the loss of
strap nailing.
Materials: LSTAD - 14 gauge; STAD - 12 gauge
Finish: G90 galvanizing
Codes: SBCCI, BOCA- NER 608, FL821
(nstallation:
• Use all specified fasteners. See Product Notes, page 16. The bottom (2) nails are for form board attachment
only and do not contribute to fastener schedule requirements.
• Embed holdown in concrete to the embedment line (bend line).
• See illustrations for requirements on rebar, edge distances, and clear spans.
• Bending the strap horizontally 90° to facilitate wall placement may cause concrete behind the embedded strap
to break away at the top edge (spalling). If the spall is 1" or less from the top edge of the concrete, no foad
reduction is necessary. If the spall is between 1'" and 4"" the aliowabie load is 0.90 of the published chart load.
•When instaliing on lumber less than 31/2`wide, wood splitting may occur. To reduce splitting, use 10d x 11/2`
na+ls or fill every other hole with 16d common nails. Reduce allowable loads per code requirements
accordingly.
• These straps do not secure concrete sections together at cold joints; take other measures to transfer the load.
If there is a cold joint between sfab and foundation, the minimum embedment must be made into the foundation.
Fastening opportunities may be reduced because the slab pour level may be higher than some nail holes. Using
fewer fasteners will reduce allowable loads. Reduce allowable load by the code capacity for each fastener not
installed.
• To achieve full table loads the minimum center-to-center spacing is twice the embedment depth (IE) when
resisting tension loads at the same time.
• Where fewer fasteners are used in the structural wood member, reduce loads according to the code.
• There may be an increase in the amount of deflection if the strap is installed on the outside of the sheathing,
versus directly to the framing members.
• Strap may be bent one complete cycle to aid installation. ?
?W?
,... ?
L
i? I
+
LSTADB
w
?. ?--
L
C5
?
IE
h_A/
??_D
STAD
__IW?
L
?
?? .
C5 q?
;a.
IE
X?
STAD RJ
. _. „
Dimensi
.
133 /0
Allowz 8 1 60°/
ble U lift Loads
P. . . . .. , (
? ;- DF-LISP
Edge Distance - Concrete
USP" ` Steel Fastener
` Min 7 2000 psi 2500 psi 3000 psi
Stock No.` Ref. No. Gauge ,
Schedule'?> IE p CS' StemwalL 112- 1-1@" IE 112" 1•1f2" IE 712"
2225 2225 3220 2225 2225 3220 2225 2225 3220
LSTADB LSTHDB 14 (24) 16d Sinker 3 21-5/8 8 5 4-5/8 8
3 5118 8 5
1
18-118
8
2225
2225
3220
2225
2225
3220
2225
2225
3220
LSTADBRJ LSTHDSRJ 14 (24) 16d Sinker 3
6
k
? 777
3
24 518
8?=
5
?-5/8
--?? : ?•,.
3270
3270
3270
3270
3270
3270
3270
3270
3270
STADB STHDS 12 {24)1
e
,
d Sm ;$
" 6 3270 3270 3270 3270 3270 3270 3270 3270 3270
STADSRJ '.
-
- STHDBRJ
-? . . ..
. 12 (24j 16d Sinker
, .
.,
. 3
. 35 118 8: 5 18118
... .
.
.. . ... .
,
.: g 3625 3625 3625
STAD10 STHD10 12 (28)16d Sinker 3
21 518
1
10
1
5
1-516
8
3270
3270
4305
3270
3270
4305
3270
3270
4305
6 3625 3625
3270
3270 3625
STADIORJ STHDIORJ 12 (28) t6d Sinker 3 36 10 5 16•118 $ 3270 3270 4305 3270 3270 4305 4305
"
'
4960
4960 4960
4960
4960 4960
4960
4960 4960
STAD14
•
. STHD14 12 (38)16d Sinker 3 32118 . ? 5 4-518
-? - `g 5850 5850 5850
? 4960 4960
0
4960
STAD14R,?
STHDI4RJ -
12
(38)16d Sinker
3
39 5!8
14r
5
„
_12-118
`
8 .
4960
4960
5850
4960
4960
5850 1
4960
496
5850
1) Specified nails are 16d sinker nails. tOd common nails may be substituted with no loatl retluction.
2) Wood thickness shall be no less fhan 2.
3) Uplift loads have been increased 33-113% or 60% for wind or seismic loads; no further increase shall be permitted.
4) RJ afler the model indicates STADs for rim joist appfications as in STADBRJ.
5) interpolate allowable loads for edge distances between those listed. Nail quantities may be reduced for less than IE comer distance design loads- use the code allowable loads for
fasteners in shear.
6) STAD74RJ with 17" clear span, use (30) 16d sinker naiis for a maximum (IE) load of 5040 Ibs.
7) Where fewer fasteners are used in the structural wood member, reduce loads according to the code. COIlt111 U@CI Ofl Il@Xt p8ge
8) For lwo pour with 4" slab or less, install STAD14 and use STAD101oads.
1-800-328-5934 • www.USPconnectors.com
?
0
m
C
C
O
U
m
?
u
?
in
a
N
M
m
N
m
.T
a
0
U
0
Inetail(
rebai
5hear
bedment length,
Min. rebar length
/
Nailed
portion
"' Min.
r length
12" Min.
rebarlength
;ance
m corner
SusP
v CONNECTORS'
.w.wwismcow..w/a
InStall (1)
#4 rebar in
shearcone
30" Min.
rebar length
e di5tance
Min. from corner
Typical STAD10 Typical STAD10 Typical STADI4RJ
edge installation corner installation corner rim joist installation
¦ D ¦ •
Foundation Straps offer an economical, one-piece method of achieving a continuous load
path from a 2 x 8, 2 x 10, 2 x 12, or 2 x 14 rim joist through concrete block to foundation.
All models require a 6"" embedment into concrete footings.
Materials: 12 gauge
Finish: G90 galvanizing
Options: TA51 & TA71 are available in Triple Zinc.
To order, add TZto stock number, as in TA51-TZ.
. Codes: SBCCI, BOCA- NER 505, FL816, DSA PA-076
6" Min.
1 Bolts must be ordered
separately. See page 26
for available sizes.
Instatlation:
• Use all specified fasteners. See Product Notes, page 16.
• Allowable loads are based on either nail fastening or bolt fastening; nail ?nd bolt values
cannot be combined.
• install by inserting product into footing's wet concrete. All models require a 6'" embedment
into concrete foundations. Courses of concrete block must be laid over connector. Notch
mudsill at connector locations. Wrap strap over rim joist and fasten.
• Do not rely on these straps to secure concrete sections together between cold joints; take
other measures to transfer the load. If there is a cold joint between block and foundation,
the minimum embedment must be made into the foundation.
• Based on product embedment the exposed number of fastener holes may be reduced.
Using fewer fasteners wiil reduce allowable loads. Reduce allowable loads by the code
prescribed allowable load per fastener, for each fastener not installed.
• Allowable loads are based on a minimum concrete compressive strength of 2,000 psi at
28 days.
BOLT Uplift Values & Schedules for Rim Joist Sizes Below
TA41 -- 3&1/4 17-518
TA51 PA51
Z 1/16 48•1/4
2
1Y2
585
705
1
1
142
TA61 -- 58-1/4 22-1I8 (
) (3)1
2 850 1020 (4)1/2 1085 1300 (6)1
2 5 1710
TA71 PA68 68-1/4
NAIL Uplift Values & Schedules for Rim Joist Sizes Below
TA41 -- 38-1/4 17-518
TA51 PA51 2 1/1s 48-114
10d
1
112
8
1325
1590
10
10d
1
1
1
9
4
1
d
1
20
112
1
10d
1
222
0
TA61 -- 58-1/4 22-1Ig )
x
-
( (
)
x
-
/2 575 18
0 (1
)
0
x
-1/2 2205 22 (
6)
x
- 0 222
TA71 PA68 68-1/4
1) Bolt values are for 1-112" thick rim joist loaded perpendicular to grain.
2) 10d x 1-112 nails are 9 gauge (0.148" diameter) by 1-112" Iong.
3) Uplift loads have been increased 33-1/3% or 60% for wind and seismic loads; no further increase shall be permitted.
1-800-328-5934 • www.USPconnectors.com
t,
o-
o?
2 1/4„ L1
?na
o?
rv
t. L
TA
USP1079-061
installation
MAR-22-2007 10:44 SBL ALBERTVILLE P.02/02
?
I\ 11
JOIST DA` ,AGE
? V? w,7n?M1 uv?Ca UIYIOiLIV
T
849?
46TDW
771? 8T
Em .
. C pUSPN 9l„VD.
? 9UfTE tA9
F?? ? 5? S1JITE 2tl0
GQLUM8U9, Ok 43?28
R E P f?
T ?saa?+tie-,azr
eaXcvsx
aoe:
iin ?an?a.4?sy
Vrr
Fkx
w?r? y
. :
PR0JECT INFoRMATIa N: FIELO INFOilMATIQN RR01II111D BY:
l7ATE: 3-22.-07. NAME: Tem? MQyles ,.,.,..
JOB NAME: Cheskls Reai dence COMPATIYlLOC.: Scherer Brath?r?,:? Lurnber
JQB ADDRESS: 3602 Biftho nd Rd, PHO1VE; 762?00- -.----- - -
aaa arr, S7`A7E: FA(:
EMAIIs thoyles chererbros .com
JOIST SERIES:__ TJ* 230
JOIST DEPTH: 1 7" APPLICATIONc FLOOR
JDIST SPACiIVG: 79.2" LiVE LOAD (PSF); 40 . - ---_--?,.,,,
^ t3F pA14tAGEp JOISTS: l DEAD LOAD (PSF): 10
IPOICATE ALL J018T 9PANB ANq gFi0RIN0 TYPMOLOCkTIONS oN nwnmk¢ HeLaW. LpCs?TE ,WppIAeENG14NALL FS,ANC3E AMDIOR11gE8 GRMN3E. FCR POiNT LOADB
aR APPmqWk WAP,I pTMpZ TF1qM TypIM Jp197 LOADS INOICATED ABOVE. &40W LOADS QN ORAWING OR 1 NCLUQE TJ•gEAMS i]F't'tJ4PEF:'1'0S1l5T
CuCllLCf"II INbfCA7E JOISr ACCE881811fiY (0lMENSIONS TL1 PIPF&ANfftES1IXJCIE) ON J418T BECTION
EXISTING CQNDfTION
MOTCH IN TOP FI,.ANGE
? , -
? 17' 9 112„
SECTtON A
' iLEVEL R?SPCyIVSE 6ELOW
NO REPAIR REQUIRED
?..._...
..?. +
!
- 301ST RETAINS SUFFICIENT GP?PAClTY YO SUPPORT L.QADS SHOWN
CQMPLETED @1': DaA LYSltdy, iLgVEL OREAT LAIGES DN.
PHQNE: 8pp.49B,14Z7
rHib ANAtY31B 19 BA8E0 UPON TtiE INFQFqNATIQH paavioEn r011.1. nNY OE1na710nf R?tOM THt81NFORAMTlO# W?LL pfbDJECT: AO7-ONea28 `, ECN CK.L ?'bA?V
FUuiR6 ?.FEVAlUATIOwI 'THI? PRS?JEG'? PLArys HAVE N'OT BE3-=N'REVII '1'[S dETEqM1Nr= IF RRODULT APPLiGa'n4N,
£ 4{Q1i LRAMB. MD1p p1F.ENSIDMB ARE GPRRECT, AN AUTIiOR11-Y III WITH THE SYRUL?SJFtE MlJBT OONFiRAI TF'IE OAFE: ' 3•YT?07 ??,?,/''?
7? ?
AiIDfTY DF TIiE LOALIS A?IVD DIMENSIONS SMC3YVi{.
TOTAL P.02
INSULATION INSPECTION CHECKLIST FOR RESIDENTIAL
BUILDING PERMITS
PROPERTY LEGAL: R a('?
PROPERTY ADDRESS:??? ??? ? i? Pb ??_?
INSPECTOR:
INSPECTION DATE:
cN, o a
? Z Z SITE GRADING
?0? All slopes 3:1 or flatter?
?0? Slopes steeper than 3:1 require retaining wall. Are retaining walls present?
a 0 0 Does grading conform to As-Built Grading Plan (+/- 1 foot approximately)?
4 0 ? Does perimeter grading tie in well with adjacent properties/undisturbed land?
0 0 iN Is there proper grading and/or drainage around Lookout or Egress Windows?
EROSION CONTROL
??? Is Silt Fence (or approved equal) installed and in good working order?
Is Sod/Fiber Blanket installed behind curb?
la 0 0 Is the Rock Construction Entrance/Driveway installed and in good working order (proper
type/size of aggregate, clean-not covered with soil, etc.)?
??? Is temporary vegetative cover w/ mulch present?
?' ?? Is permanent vegetative cover w/ or w/o mulch present?
(circle one)
CITY EASEMENTS AND UTILITIES
11 gi ? Are all easements clear-no part of any building/deck/porch/retaining wall/etc.
encroaching in easement?
?? 81 Are catch basins present within the property or in the street in front of the property, if so
are they clean, do they have the proper erosion control in and/or around them?
?0 ia Does the property have an Emergency Over Flow (EOF)? This can be found on the
Certificate of Survey. If so, is it present and has it been graded properly?
MISCELLANEOUS ITEMS
11 41 ? Is there tracking present on Public Right-of-Way/Street from construction site?
a 0 ? is the driveway at the proper width at ROW line? (22 ft. max.)(Curb stop is at ROW line)
0 40 ? !s the site clean, no trash and/or constructian debris lying around?
Was the proper type of building constructed according to the approved grading plans?
(LO, WO, FB, R, etc.)
.00 . +•
?
5E1o addrass: 7-- 0 IY-C- Lot. 2- BIock ?-
..._.....,_..?.._._.__?_____..??__._.......___.._ _._.?... ?..__
E?, ?
Si?bd. ?-rY?_ ?-6 4 t?r ?".?
On AprPl 15, 2000 the Minriesota Energy Code, Ca#egory 1 Buf9dinq 9equ;rements (or ir,??j?jtorj protectiorl, air
t'?htraesss and venti9ation, +?ras ar?s,?pted, As a result, the Csty of Fagara 6s requirir?g t??at the #oiio?rar?g ?nfarmatiun be
submittet1 prior to 9ssuan€;e of a Cer???icate of Oceuparicy.
?..._ This str+ic#ure: Is construr,ted to nieet rnWmurn requ3rements c, the Mn Energy Cods, C hapter 7674
OR
This strilcture: wiii be construcled to rr;eet rnore restdct?va requireinerts ot Chapter,, 'r'6i'2 or 7?j74
f
I-AP-PL-IA-NC-E _
U9rater Fiester
CY
TUCY1i?'°? GAS ELEC.. ? MlANlfFACTtJRER M0DEL ? 81'U'S V'ENT6hfG T1fFE ?
x.t?
EXHAUS'i" SYS'P'l:M
i.._._._..._._. Lt?CATiCoN
- TYPE MOCi4;d.. oCFM", ?YEs ?n
KitCher
--- kWc
-, I e t I
_...?.?
?'?;?
???
J4
1
Ba4Y`yr
o?r,t _.._... ?
'
iadhrocrn 2- __w___ ., _. .._._..?..
ei
?
'
%
!
??Clny 3
githr&orn4
j?
v%A-
?tlldt -...w._.. _
0
?:?le?e?
LOC?.?'dt?N GAS_ ,.?--°.... ?il??}t??9 F???.?IUFACTtl rd FtCR 1 ?
,._..._.._.....W.?. ._.?. .,..r,,._,,.?.....,...?_.
MC9DEL ? BTU'S ??r??#T a.Ta???s
.
C
??f.?!7i??3ft? ?,?'?I?'r? -_•?'...? __.___.___ _.___
' 'rhls forrn is tYlc.. responsiblflty o' t,?le r,eneral Canti acttr.
Ihpreby ?cknowiedige tb.at the abava finforn7atien is curaee'k and agree to compPp Aig'ra the Minn?qsota EnerfjY ti`,ade snd `;it•y D# Eaqan
r???l rer??r??s,
952 65"i 5555 Line 1 E_ANGER MFCNA '? ? 11 1 730 a rn 11 -:;s-?0OF3 112
Date: 1119/2006 Revisdon Da'te: 1119J2006
Site 6nfarmation
Address 1; 3602 Birchpond Road
AddreSS ?_;
City: Eagan County:
Ato?lication informatian
Business Narne: Elander Mechar,'sca! inc.
Contact Person: Todd
New Construction
P!"OJP.G# #:
Lot: BEock:
Subdivisiorl:
MN Contractor License #:
OffiCe Ph; 952-445-4692 Fax: 952-445-7487 Ca!( Ph-
Address 1: 591 Gi#ation Drive
Gdty: Shakopae State: Minnesota Zip Code: 55379
Holi98 D?.'talls
5quare Feet: 5761 sq. ft. .Aug, Ceilina Ht: 9 ft. Number of Bedrooms: 4
Vert#ilwtion : Bafaraced
Tatal Ventiiation rapacity : 227 cfm.
Minimorro Cantinuous Ventilatk?.?n ;75cfm,
irtterrnitterrt Ventilation: 152-_ cfm.
Cornbust[can dlptaiiance
V1iater Heater 1; Power Vent Ii?put BTUs: 40,000 Irtdependent9y Vented
Water Heater 2, Power 11ent !nput 6TUs: 40,000 Independentiy Verted
FLirnacelBailer: Direct Verrt??eaMed Cornbustion Input BTlJs: 110,000 lrdependently Vented
Qther Combust+an ARpliances
Cas Fired Direct Vent Fireplace(W): Yes
Gas Fired Naturai Draft Fireplace(s): No
Gas Fired PowerVent Firepaace(s): No
Solid Fuei Appliiance(s)° No
Exhaust Eaui»msnt
Continuous Exhaust Ventilation Capacity (rfrn): NA -,pathes Dryer (em): 135
Exhaust Far? Fiating (cim): 640
Make-Up Air
Na Make-Up Air Required by Code
Gombustion Air
Hound REgid Required. 5inches ur insulated Flex: b inches
JApplicanfi Name (print)J:_D "`vj_
Code Offic4al (print):
Sigr7aturel[7ato:
?:.
Signafi?rrel??tt?:?._._.__
;? 2004 CenterPoira Energy Miruiepsco. '?? 1Zec;t?anicaC Ce?de C.?uid?li??e?. Page 1
INSULATION INSPECTION CHECKLIST FOR RESIDENTIAL
BUILDING PERMITS
PROPERTY LEGAL:
PROPERTY ADDRESS:
INSPECTOR:
INSPECTION DATE
? o a
?- z z
?, ? ?
? ? ?
??, ? ?
?, ? ?
?, ? ?
SITE GRADING
Ali siopes 3:1 or flatter?
Slopes steeper than 3:1 require retaining wa?I. Are retaining walls present?
Does grading conform to As-Built Grading Plan (+/- 1 foot approximately)?
Does perimeter grading tie in well with adjacent properties/undisturbed fand?
ls there proper grading and/or drainage around Lookout or Egress Windows?
EROSION CONTROL
,? ?? Is Silt Fence (or approved equa!) installed and in good working order?
0? Is Sod/Fiber Blanket installed behind curb?
??? Is the Rock Construction Entrance/Driveway installed and in good working order (proper
type/size of aggregate, clean-not covered with soii, etc.)?
??? Is temporary vegetative cover w/ mulch present?
??? Is permanent vegetative cover w/o mulch present?
cle one)
CITY EASEMENTS AND UTILITIES
9?„, ?? Are a!l easements clear-no part of any building/deck/porch/retaining wall/etc.
encroaching in easement?
??? Are catch basins present within the property or in the street in front of the property, if so
are they clean, do they have the proper erosion control in and/or around them?
??? Does the property have an Emergency Over Flow (EOF)? This can be found on the
Certificate of Survey. If so, is it present and has it been graded properly?
MISCELLANEOUS ITEMS
??? is there tracking present on Public Right-of-Way/Street from construction site?
''? ?? Is the driveway at the proper width at ROW line? (22 ft. max.)(Curb stop is at ROW line)
??? !s the site clean, no trash and/or construction debris lying around?
?? ? Was the proper type of building constructed according to the approved grading plans?
(LO, WO, FB, R, etc.)
PERMIT
City of Eagan Permit Type:Plumbing
Permit Number:EA130239
Date Issued:04/13/2015
Permit Category:ePermit
Site Address: 3602 Birchpond Rd
Lot:2 Block: 2 Addition: Terra Glenn 2nd
PID:10-75401-02-020
Use:
Description:
Sub Type:Residential
Work Type:Replace
Description:Water Heater
Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size
Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection.
Applicant: Eric Bruckmueller
3992 Pennsylvania Avenue
Eagan, MN 55123
Fee Summary:PL - Permit Fee (WS &/or WH)$55.00 0801.4087
Surcharge-Fixed $5.00 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 -
Thomas L Osteraas
3602 Birchpond Rd
Eagan MN 55122
(651) 298-0601
Bruckmueller Plumbing Inc
3992 Pennsylvania Ave
Eagan MN 55123
(651) 686-6696
Applicant/Permitee: Signature Issued By: Signature
Use BLUE or BLACK Ink
41106
For Office User, TS'CIEaall
Permit#: ( �2
ty of ��-
Permit Fee. (�+
3830 Pilot Knob Road
Eagan MN 55122 Date Received:
Phone: (651)675-5675
Fax: (651)675-5694 Staff:
2017 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: Site Address: Unit#:
Name: )`1 ��� _..__.aM .�..,�..... .,�..�..., . _.�.. Phone
Resident/ a
id:owner Address/City/Zip: r(2 P ���- 6 �Q'� ( Z
Applicant is: Owner Contractor
Description of work:
�w e — o
Type of Work
Construction Cost: 1 t Z ( 2 Multi-Family Building: (Yes /No )
Company: 41/)4 LPL' G ovi 4 Viz Contact: y
contractor Address: )O C MS „lG S 1-ee 302 City: / ( - vies Ll
State: X-Zip: (-Crt i"4 11 Phone: (2-2 1'61Email: 0 �2 K 1-Q (-141.0A-- 6c,frq(0 1-( hv
License#: C-G( '( 2 y Lead Certificate#:
If the project is exempt from lead certification, please explain why:
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan?
Yes No If yes,date and address of master plan:
Licensed Plumber: Phone:
z 4j
Mechanical Contractor: Phone:
Sewer&Water Contractor: Phone:
Fire Suppression Contractor: Phone:
i NOTE-Pl n and suppartIng documents that yap s b l aye c nsidered to be public information. Portions ofµ
the information may be classified as non-public if you provide specific reasons that would permit the City to
conclude that they are trade secrets,
CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours
before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq
I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of
Eagan; that 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.
Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180
days of permit issuance.
x ZERS rL C- Cm
Applicant's Printed Name Applicant's Signature
Page 1 of 3
Jun. 26. 2017 3:07PM No. 0576 P. 2
Use BLUE or BLACK Ink
For Office Use
1�3
City of Eaaau ::::
60
3830 Pilot Knob Road '' '.
Eagan MN 55122 Date Received: '47
Phone:(651)675-5675 JUN 2 U 2017
Fax: (651)675.5694 start:
_ v I
2017 RESIDENTIAL PLUMBING PERMIT APPLICATION
.It 3 0Q Birch pond ?d
Date: Site Address:
Tenant: Suite 11:
• ; :;
.i. ;s
' NPhone:
`RName:
est entlOwner
Address/City/Zip: 36O Bit�C 2'1
es Y s Name: `Y 1 tL m u t 14eirlotLicense#: T V 6E16'
Address: t�C I N. •� ,�� City: I_a C.1.4"1/44
;, State: MN Zip: d4 I Phone: IO5 I" 3115- 005 I
r %'•: '`','i`,
Contact L n&t 4 IL`(C•n Email:_a 0 C Sj pl4-
New Replacement —Repair Rebuild K Modify Space Work in R.O.W.
'1TYP:eofVllik:: — -- —
Description of work:
RESIDENTIAL
Water Heater
x, ,i Water Softener
�>`�;,:;?t�Y��'•:.:": . .:' Lawn Irrigation�RPZ/ PVB)
p �init Type:. — Add Plumbing Fixtures(_Main/Z_Lower Level)
::; ;' _Septic System —
w k n ,.' r> < ;> < Naw Water Turnaround
Abandonment 64,41rVt')rf/i, - bar rDUsh ►/1
!RESIDENTIAL FEES: ll
$60.00 Water Heater,Water Softener,or Water Heater and Softener(includes State Surcharge)
$60.00 Lawn Irrigation(Includes State Surcharge)
$60.00 Add Plumbing Fixtures,Septic System Abandonment,Water Turnaround*(includes State Surcharge)
'Water Turnaround(add$280.00 if a 3/4"meter is required)
$115.00 Septic System New(includes County fee and State Surcharge)
TOTAL FEES$
CALL BiEFORE YOU DIG. Call Gopher State One Call at(051)454-0002 for protection against underground utility damage.
Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.orq
I hereby acknowledge that this Information Is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of
Eagan;that I understand this le not a permit, but only en 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 pl ns.
X edLA)Gra L ABr&S h
Applicant's Printed Name App ant's SI nat
:.2... � >.:t, ...,g`'r.�' :.i{Xi ,,;;.X^:'2:> •.a.•:�1 �,:{X;,:Y:.'.:x.:,� rx;r;:,r " :^;^:..:.....::...... .•" ::.••.',>."::.^.•...: :.+ :.v:� .::,....k>:: '/..i .it.,:.9,: nS,,:.: i,?:•i.",.'
.. .,,.{:,.t.1.�'•..�.:� .. i*.:,!., .... 1.:;:';.;k`:,^...'+::,'�..:...in,.F,n„?;i�„1,.... .., .\'::,"::'f''>'.'.':'.i,n.: ',+::4X+%::ii.•
, ,:.,,,.t .. .,,,..,.,.. :•....,+..,.....� .� inn. ...r..,.!':n3.x.�..^J., , R. ^.� .w,.:• :"]4'�:+:. i+i a'.K:,n :til":^'
.i,,:.•. .. :•:...:.y;:,..., i...:...<r::,+',,.n,n:>.,.., .,r. •.X;..�n,Xy: ,.,..J:'..4;'y X,•
> :,:n:�::.•.' ...nn.,,{ ..,. ':✓.e..',..,x;t+s',,•': :,,.X. •..Xs•,lo-i. "•:.. �:,\".:.�..^v ;,{+X,,fn�^:,`5:.•. '.:<,.
FO,R,fO ,FILE. SE.... �.,n..a ., lteV�eweol B.
........;:: .. n ,. ..... �,' '. ...:.•:. .ti: ::,:..,:,)x...:l..X,:::'..Y:' I,'.::u,:'.:�,.,'i;Xn'4.{,..4':'.• ,.%;4''+'+. i^:,�T�', .A�.� '�,>'�.'i
•...,',i;'.7..+:...... ...x ,,. .,,.....+ , ...?.,;,:,".' /'..+.w..,.r.. .,.,.:,.,.•..,`i.:.., .in .,�.•: fi.;v:k:' ..' ..�' ',i/,.pyv .yv
Re it =1n; €iAir'T,••••`" a: :':Gas T"5 xr. ..E naf.::
• ,
•
Mee..:.. a441*,, MOO(
M" nomete.. '•'i'i': >.::n;;i':
Use BLUE or BLACK Ink
r
For Office Use
:::::
City of Eaal �,
3830 Pilot Knob Road /�-/67-/ 7
r"r"�
Eagan MN 55122 ar Date Received: (G6
Phone: (651) 675-5675 `-
Fax (651)675-5694 Staff:: R'
JUN 1 9 2017
2017 RESIDENTIAL BUILDING PERMIT APPLICATION C ,0
Date: v
Site Address: Unit#: '1
`, _
a 1 Name: 4 r , l C j I 1 Phone:
Resident/ t /
Owner Address/City/Zip: 3 �Z- l `���' ��'o`
i t
Applicant is: Owner Contractor
!---- — ,,.i
Type of Work Description of work: A, 1"1/`/��+
yCOO
Construction Cost: 1 Multi-Family Building: (Yes /No F
Company: R 0 51�r-N l `j`t i>`t'C-1JiJ�
"�L 1� Contact:
i Contractor i: Address: (--k) r v)( 1 1 5 3 City: C tit i3
/t oa
1 I State: Lk4l'- Zip: .;S. 1' 8 Phone:'3 2- • - ail:8 3e it -)..sec-l-elzj N (p-k;i 11. C:.04.
ILicense#: t6.-‘_9'76 -7g 3 Lead Certificate#:
If the project is exempt from lead certification, please explain why:
I
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan?
Yes No If yes, date and address of master plan:
Licensed Plumber: Phone:
Mechanical Contractor: Phone:
Sewer&Water Contractor: Phone:
I
I Fire Suppression Contractor: Phone:
NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of 1
the information may be classified as non-public if you provide specific reasons that would permit the City to 1
q.r conclude that the are trade secrets,
CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours
before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq
I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of
Eagan; that 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.
Exterior Mork authori -. by a building permit issued in accordance with the Minnesota 'tate Building Code must be completed within 180
days of q<rmi is ••nc � �",-� ...----tx 0 t �' . � " 3: bCei 0
Appli fa` ` Printed Name App cam's' ignatu.re
Page 1 of 3
/L-(3
DO NOT WRITE BELOW THIS LINE -70)
SUB TYPES 3LD CD �Y7), UCLA`per>^„c�
Foundation Fireplace Porch (3-Season) Exterior Alteration (Single Family)
Single Family Garage Porch (4-Season) Exterior Alteration(Multi)
Multi Deck Porch(Screen/Gazebo/Pergola) Miscellaneous
01 of_Plex )(Lower Level Pool _ Accessory Building
WORK TYPES
New Interior Improvement Siding Demolish Building*
Addition Move Building Reroof Demolish Interior
T}( Alteration Fire Repair Windows Demolish Foundation
Replace Repair Egress Window Water Damage
Retaining Wall *Demolition of entire building—give PCA handout to applicant
DESCRIPTION
Valuation ( 242) Occupancy MCES System
Plan Review Code Edition .I, ip , p SAC Units
(25%_ 100% i() Zoning City Water
Census Code Stories Booster Pump
#of Units Square Feet PRV
#of Buildings Length Fire Suppression Required
Type of Construction Width
REQUIRED INSPECTIONS
Footings (New Building) Meter Size:
Footings (Deck) Final I C.O. Required
Footings (Addition) )( Final I No C.O. Required
Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test
Roof:_Ice &Water Final Pool: _Footings _Air/Gas Tests _Final
Framing 1 30 Minutes 1 Hour Drain Tile
Fireplace: Rough In Air Test _Final Siding: Stucco Lath _Stone Lath _Brick_EFIS
1, Insulation Windows
r Sheathing Retaining Wall:_Footings_ Backfill_Final
_ Sheetrock Radon Control
Fire Walls Fire Suppression:_Rough In _Final
Braced Walls Erosion Control
Shower Pan Other:
Reviewed By: , Building Inspector
RESIDENTIAL FEES
Base Fee 1
Surcharge Lit"'
Plan Review
MCES SAC
City SAC
Utility Connection Charge 1 / 2, x ) 1; 2, tiiii
S&W Permit& Surcharge
Treatment Plant
Copies
TOTAL
Page 2 of 3
PERMIT
City of Eagan Permit Type:Plumbing
Permit Number:EA173591
Date Issued:11/18/2021
Permit Category:ePermit
Site Address: 3602 Birchpond Rd
Lot:2 Block: 2 Addition: Terra Glenn 2nd
PID:10-75401-02-020
Use:
Description:
Sub Type:Residential
Work Type:Alteration
Description:Fixtures
Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size
Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection.
All tiled shower bases require a water test.
Fee Summary:PL - Permit Fee (miscellaneous)$59.00 0801.4087
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 -
Thomas L & Kathryn J Osteraas
3602 Birchpond Rd
Eagan MN 55122
(612) 290-4654
Master Pro Plumbing
3313 Wildwood Trail
Prior Lake MN 55372
(612) 290-4654
Applicant/Permitee: Signature Issued By: Signature