4880 Steeplechase Way LETTER OF TRANSMITTAL
Toll Brothers
Steeplechase of Eagan
Lot #
Address oflot: g0 S~c~c.~;<i4s,~. wA-~
Eagan, MN 55122
Send to: City of Eagan From: Mr. Wade Tutt,
Steeplechase of Eagan
Attention: Date:
`T-DM M. ~-/2-O t~-
Office location: Office location: 4876 Steeplechase Way
Eagan, MN 55122
Permit t!: Pending Phone number. (651) 365-0601
Total pages, including cover:
Comments
~lr../~S'f~ 3fc-~F l~-Trk~uGA L'C~-2T"k.... rRa ~.n Td`~
~ ttc.y 2 F: I~ A-~nu .,.J W A-w f3 r+~ ln .
'~~I /k^~rti S ~
~ ~oll Architecture ~
January 10, 2007
Chad Carroll
Steeplechase of Eagan - Signatures
4876 Steeplechase Way
Eagan, MN 55122
RE: Ramsey - TBI Lot #007
Dear Chad,
For TBI Lot #007, install horizontal7/16" OSB sheathing on one face of the front garage
walls from the bottom of the bottom plate to the top of the top plate using 8d. nails at 3"
o.c. edge nailing and 6" o.c. field nailing. The edges of the OSB must be blocked. The
sheathing may be installed on the interior OR the exterior of the walL (1) LTT20B
Simpson holdown is required at the locations indicated on the attached plan. See
attached calculations and holdown detail for more information.
If you have any questions or concerns, please do not hesitate to call.
Sincerely,
Toll Brothers, Inc.
i s~erety~ c-
's J t6a: ileis p~. ~i-
6catian, or n~oce was i~~ ~Y
me a~ tmder my direct supzrvisiav
and that ! ar.i a dvly Licrnsed
Profe~siona: Eaninea under th~
lews of tfie Siate of h9innesots
PrintName: L M.GROSSE
Si~raee:
Date l 0 07 Lic~so S3i
Lisa M. Grosse, P.E.
Assistant Director of Engineering
MN License #44835
CC: Jerry Lamina
LMG/11
SESG 1tr0015
SPR #24454 Task #39155
F.ASTF,RN DIVISION
250 Gibraltar Road ~ Horsham, PA (9044 ~(215) 293-5300 ~ FAY: (215) 293-5313
PFIILADELPHIA ~ ORLA~'DO ~ SC07'TSDALE ~ DALLAS ~ DENVER ~ LOS ANGELES
A ~Oll `BfOtllClS COMP,9NY
I g e-i us n-a ua o
~ PEOE9TAL
33'~6 1/2' 10'-0 1/2'
~h ~ =~1 WBX21 STEEL BEAM ~DY ~
I~ :
e N
~
~5/B' T E ORYWALL FOR ~
CEILIN S, BEAMS, A WALLS
ADJAC NT TO LIYINO AREAS
~ 72' DEEP OARAGE ~ 2-2862
APRON RECESSED
1" BEIOW SLA9
EL. - q
APRONERECE9SED
1' BELOW SLAB
e~.r ox ooox
EL. .7•
18'x1' OH UODN ~k9
C`
'-9 1/2 B'-T 1/2' 2'-1 1/2' 2'-10 3/A' 1fi'-Y 7/2' 0 3/4' S'-~' 5
12'.i 1/2' 22'~0' ~0• 8.
67'-1 1/2'
l~'D ~ 5i~~3oh I.Tt7.oB fnvl ~ e
a.~ I hereby ccr1: ~ thni ihis p'¢n, sp¢~~_
fication, or rc-pu ~ was preparcd by
FIRST FLOOR PLAN m~or~d~~y.~`",~`S°~"'S;°°
8tld I}]9t I flP! Z'.~IIiV ~.In'•TCFII
SCALE: 1/4"=1'-0" oressional hng:ne;er uc~er the
]aws of the Siaic o; Minncsota,
SP~- # u1-4~4 - s~s T13 t~t ~ 7-~"11SZY ~t Name: L SA NL GROSSE
signature: l~ 7Yl Q2
Date /o o yj IW4g35
2-2x STUDS
AT HOLDDOWN SIMPSON LTT206
HOLDDOWN
a _ e
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a° a e a a a.
a
e , a a
a e a
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a
5!8" DIA. ALL-THREAD
ROD. DRILL AND INSTALL
WITH SIMPSON "SET"
ADHESIVE OR EQUIVALENT
(MIN. 4 1/4" EMBED.)
DATE INIT
1-10-07 LMG I hccvby e~stiir t.ts' `.h~s pi3~, sF~~'
fEr;:rtio7, ar n,,u~rt czrr~ ;u~•;;:5'-~ QY
L(SB M UR~l.T rtS' Ul[~3:[ S.f{7Ci'V:StOII
ar~d tha: l zm a duly Liccnsed
Professioaa; Enz:ee~4 ~r.~~x the
]aws of t2~e 5tatt of Minuesota
print Name: L SA b;. C+P.OSSE
Signature:d~~~
~ ~
Date D7 Li #44835
~
~ 2004 TDLL BROTHERS, INC. COST CODE: SPR #24454 • SESG, TBI LOT #7 - RAMSEY MODEL SCALE: 1" = 1'-0"
HOLDOWN DETAIL l OF 1
Toll Architecture Project: Ramsey
250 Gibraltar Rd. Date: 1110/2007
Horsham, PA 19044 By: L. Grosse
(215)293-5300 Sheet: 7
SPR #24454 - SESG, TB! Lot #7
References: ASCE 7-2002, IRC-2003, IBC-2003
Location: Steeplechase of Eagan - Signatures
Method: Simplifed
Basic Wind Speed, V= 90 MPH
Importance Factor, I= 1.0 (Building Category 2, Table 6-7)
Exposure Factor: B
Mean Roof Height, H= 25:5'
Roof Angle = 30.26°
Height/Exposure Factor, = 7.00
Design W incl Pressure, Ps = ~•I'Ps,~ (ASCE - 7-2002, Figure 6-2)
A. Horizontal Pressure:
Zone P6S0(P6YJ Ps (PS~
A- Wall - End 17.8 17.8~
B- Roof - End 12.2 1220
C- Waii - Center 14:2 14.20
D- Roof - Center 9:8 9.8~
B. Worst Case Uplift Pressure = 10.8 psf
Roof DL = 17 psf
2/3 DL = 11.339 psf > 10.8 psf
I hereby cer'i`y tt~a! 1hi5 pi: n, spec:i-
5cation, or report was prerared by
me or under my dired s~pervisioa
and that 1 am a daly Licensed
Professior~al F_ ;gine:.r uraer tLe
laws of the Stzie of Mumesota.
Print Narnc: A M. GROSSS
Si tite•
~
Data l o~~ Li • e i144835
Toil Architecture Project: Ramsey
250 Gibraltar Rd. Date: 1/10/2007
Horsham, PA 19044 By: L. Grosse
(215) 293-5300 Sheet: 2
Side to Side Wind
Roof Height, RH = 7.75 ft.
Tributary Width, Wb = 13 ft.
Second Floor Wall Height, WH2 = 8.08 ft.
Second Floor Joist Depth, D~ = 1.4 ft.
First Floor Wall Height, WHi = 9.08 ft.
a= 10%' Build~ng Width = 1.3 ft. < 3 ft.
2a (6 ft. min) = 6 ft.
Wind Force is Acting at Top Piates
Wind on Walls =(1/2'WHt+Dj+RH)((4a'Zone A) +(Wb - 4a)(Zone C)) = 3119 Ibs.
Shear Wall Length (ft) Shear (pifl % Capacity Capacity (Ibs) Actual Load (Ibs)
Front Garage Wall (Seg 1) 3.83 686 55% 1445
Front Garage Wall (Seg 2) 5.75 686 55% 2169
3675 3119 OK!
I hereby ccrtiiy that t}us plan, speci-
Sca:iun, or nYort wa5 prcnsred by
me or under my direct s~pervision
xnd that I am a ctuly Lice~~sed
P*alessiona] Enp;incer under the
]cws of t'~e :iiate of' ~iinncsota.
Print Namc: L A ht. GROSSE
Si~ture: l^~
Date O D Lice Il44835
Toll Architecture Perforated Project: Ramsey
250 Gibraltar Rd. Shear Wall Date: 1/10/2007
Horsham, PA 19044 Calculator By: L. Grosse
(215) 293-5300 Sheet: 3
SPR #24454 - SESG, TBI Lot #7 Seg 1
Wall Panel Lengths Sum of Solid Wall Panels = Lgw = 3.83 ft.
12.08 ft. Overall Segment Length = Ls =°12.D8 ft.
-8.25 ft. Overall Sum of Shear Wall Panels = L= 3.83 ft.
ft. % of Overall Shear W all = 100%
n, Total Load on Wall Line = Pa~, = 1,445 Ib.
ft. Design Shear = v= 377.3 plf
ft. Total Load on This Panel = PP = 1,445 Ib.
3.83 ft= Lsw Shear Wall Height = H= 9 ft.
Height of Maximum Wall Opening = h=; 7 ft.
Check Sheathing Capacity
Percent solid wall panels = Ls„, I Ls = 31.7 %
Max wall opening as percent of wall height = h/ H= 77.8 °/a
Percent of sheathing capacity allowed for perforated wall per IBC
table 2305.37.2 = %cap = 55 %
Required sheathing shear capacity = v/%cap = v reqd = 686.0 plf
Use Sheathing:
7/16" OSB Sheathing w/ 8d. Nails at 3" at Capaciry = 686, plf > V Reqd
sheet edges, 6" o.c. @ Intermediate
Su orts, Ed es blocked - HORIZONTAL OK
Sheathing ONE SIDE of wall
Check wall overturning
Mot = Pp x H 13,006 ft#
Dead Load Resistinq Overturninct
wali 9.33 ft x 8.0 psf = 74.6 plf = DLwall
Roof ft x 11.3 psf = 0.0 plf = Dlroof ' ve
2nd floor ft x 8.0 psf = 0.0 plf = DLflr2 ~,~.a v~i ~
~
Length of W all Returns (add'I wall contributing DL) = Lr = 0.0 ft. ~ v
~~`9`~ o
= c1 m t~i ~ ~ ~ ~ ~
Mr = 0.6 [Dwall (Ls + Lr) + (DLflr2 + DLroof) Ls] Ls / 2 3,268 ft # ~ 3 , ~ ~ Q ~ ~ .a
.ra n .b ~ .5 0 `n ,
T holdown =(Mot - Mr) / Ls = 806 # 4-'' ~ p M u.ri 0
m m ~y
Use Simpson Holdown: ~ G~~ o~ ~ ~
LTT206 Holdown W/ 10-16d. Nails + 5/8" dia. Thr. Rod 1750' ~
~,.o..~"o z ~ -
a o 4~
r,~v~.ooz ~ ~ g,
ia ta ~ `n A
SPR 24454 Ramsey Garage Portal Garage 1
Toll Architecture Perforated Project: Ramsey
250 Gibraltar Rd. Shear Wall Date: 1/10/2007
Horsham, PA 19044 Calculator By: L. Grosse
{215) 293-5300 Sheet: 4 ,
SPR #24454 - SESG, TBI Lot #7 Seg 2
Wall Panel Lengths Sum of Solid Wall Panels = Ls,,, = 5.75 ft.
22.00 ft. Overall Segment Length = Ls = 27:00 ft.
-16.25 ft. Overall Sum of Shear Wall Panels = L= 5.75 ft.
ft. % of Overall Shear Wall = 100%
ft. Total Load on Wall Line = P~„i = 2;1$9 Ib.
ft. Design Shear = v= 377.3 plf
ft. Total Load on This Panel = PP = 2,169 Ib.
5J5 ft= Lsw Shear Wall Height = H= '9 ft.
Height of Maximum Wall Opening = h= 7 ft.
Check Sheathing Capacity
Percent solid wall panels = Ls„, / Ls = 26.1 %
Max wall opening as percent of wall height = h/ H= 77.8 %
Percent of sheathing capacity allowed for pertorated wall per IBC
table 2305.3.7.2 = %cap = 55 %
Required sheathing shear capacity = v/%cap = v reqd = 686.0 plf
Use Sheathing:
7/16" OSB Sheathing w/ 8d. Nails at 3" at Capacity = i 686: + plf > V Reqd
sheet edges, 6" o.c. @ Intermediate
Su orts, Ed es blocked - HORIZONTAL OK
Sheathing ONE SIDE of wall
Check wall overturning
Mot = Pp x H 19,525 ft#
Dead Load Resistinq Overturninp
wall 9 ft x 8.0 psf = 72.0 plf = DLwall ,
Roof ft x 11.3 psf = D.0 plf = Dlroof ~a, q
2nd floor ft x 8.0 psf = 0.0 plf = DLflr2 °,o ~ y ~
•`~~u~t~g a
Length of Wall Returns (add'I wall contributing DL) = Lr = 0.0 ft. u p~+
. a;~$~ c ~ F
~ ,T~ ~ 7f
Mr = 0.6 [Dwall (Ls + Lr) + (DLflr2 + DLroof) Ls] Ls / 2 70,454 ft ~ ~ ~ C , ;.j
r.v~.So ~
° ~ o y ^7
T holdow~ _ (Mot - Mr) / Ls = 412 # ~ p ~ ~
Use Simpson Holdown: o~ ~ q
LTT20B Holdown W/ 10-16d. Nails + 5/8" dia. Thr. Rod 175Dr o„~ ~ o z ~ `
.~.7 U U ~C1 p
a ~ ~ ~ 0. ~
v~ q
SPR 24454 Ramsey Garage Portal Garage 2
i . -
INSULATION INSPECTION CHECKLIST FOR RESIDENTIAL
BUILDING PERMITS
PROPERTY LEGAL: I3 fdGC~ ' 7 LD'r 3
PROPERTY ADDRESS: ~l ~3 fS ~ S i~e P/e c haSe L~a. ~l
INSPECTOR: ,lP_b iil WL'. ~ ~CL tl~
WSPECTION DATE: Ja • o~ D-f°S Co
aNi o Q
Z Z SITE GRADING
All slopes 3:1 or flatter?
Slopes steeper than 3:1 require retaining waVl. Are retaining walis present?
Does grading conform to As-Built Grading Plan 1 foot approximately)?
Does perimeter grading tie in well with adjacent properties/undisturbed land?
Is there proper grading andlor drainage around Lookout or Egress Windows?
EROSION CONTROL
Is Siit Fence (or approved equal) installed and in good working order?
o?? Is Sod/Fiber Blanket installed behind curb?
Is the Rock Construction Entrance/~riveway installed and in good working order (proper
type/size of agg[egate, clean-not covered with soil, etc.)?
Is temporary vegetative coverw/ mulch present?
Is permanent vegetative cover w/ or w/o mulch present?
cle one)
CITY EASEMENTS AND UTILITIES
? m? Are all 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 i~ and/or around them?
? 8? ~oes 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
o 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)
0 Is 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.)
~ -
FOR ALL ITEMS REQUIRING ADDITIONAL FOLLOW-UP:
NAME OF PERSON CONTACTED FOR FOLLOW-UP:
COMPANY NAME: T I I Q ro
COMPANY ADDRESS: ;~5~ i a Yq. t~'av 6~r~ ~IorSha Nt
COMPANYTELEPHONENUMBER:
DATE CONTACTED:
DATE OF FOLLOW-UP INSPECTION:
INSPECTOR:
COMMENTS:
G:lFortns/INSULATION INSPECTION CHECKLIST FOR RESI~ENTIAL.doc ReviSed 2-~6
. y Z ~ ~j
~n s~-~/~~~ u~
Uniformly Loaded Floar Beamf 2000 International Buildinp Code (97 NDS)1 Ver. 6.00.63
Bv: Justin . LVman Lumber Company on: 09-22-2006 : 103339 AM
Proiect: TOLL BROTHERS INC - Location: BASEMENT EGRESS WINDOW HEADER
Summary:
( 2) 1.5 IN x 9.25 IN x 4.5 FT /#2 - Spruce-Pine-Fir (Sauth) - Dry Use
Section Adequate 8y: 73.8% Controllinit Fac[or: Area / Depth Required 5.99 In
' Laminations are to be fully connected to provide uniform transfer of loads to all members
Deflections:
Dead Load: DLD= 0.01 IN
Live Load: LLD= 0.02 IN = U3539
Total Load: TLD= 0.02 IN = L12539
Reactions (Each End):
Live Load: LL-Rxn= 810 LB
Dead Load: DL-Rxn= 319 LB
Total Load: TL-Rxn= 1129 LB
Bearing Length Required (Beam only, support capacity not checked): BL= 1.12 IN
Beam Data:
Span: L= 4.5 FT
Un6raced Lenpth-Top of Beam: Lu= 2.0 FT
Live Load Deflect. Criteria: U 360
Total Load Deflect. Criteria: U 240
Floor Loadinp:
Floor Live Load-Side One: LL1= 40.0 PSF
F~oor Dead Load-Side One: DL1= 15.0 PSF
Tributary Width-Side One: TW1= 9.0 FT
Floor Live Load-Side Two: LL2= 40.0 PSF
Floor Dead Load-Side Two: DL2= 10.0 PSF
Tri6utary Width-Side Two: TW2= 0.0 FT
Live Load Duration Factor: Cd= 1.00
Wall Load: WALL= 0 PLF
Beam Loadinq:
Beam Total Live Load: wL= 360 PLF
Beam Self Weipht: BSW= 7 PLF
Beam Total Dead Load: wD= 142 PLF
Total Maximum Load: wT= 502 PLF
Properties For: #2- Spruce-Pine-Fir (South)
Bendinp Stress: Fb= 775 PSI
Shear Stress: Fv= 70 PSI
Modulus of Elasticity: E= 1100000 PSI
Stress Peroendicular to Grain: Fc_perp= 335 PSI
Adjusted Properties
Fb' (Tension): Fb'= 648 PSI
Adiustrnent Factors: Cd=1.00 CI=1.00 Cf=1.10
Fv': ~ FY= 70 PSI
Adiustment Factors: Cd=1.00
Design Requirements:
Controllinp Moment: M= 127D FT-LB
225 ft from left support
Critical moment created by combininp all dead and live loads.
Controllinq Shear: V= 745 LB
At a distance d from supqort.
Critical shear created by combining all dead and live loads.
Comparisons With Required Sections:
Section Modulus (MOment): Sreq= 17.97 IN3
S= 42.78 IN3
Area (Shear): Areq= 15.97 IN2
A= 27.75 IN2
Moment of Inertia (Defledion): Ireq= 20.13 IN4
1= 197.86 IN4
~~G: c s:
Job Name: RAMSEY CLASSIC Truss ID: F26 JID: 265057
80.L %-LOC REAR SIZE REO'~ TC 4x2 SPF QIODFI.OE + + a ~ i a i a t t F~+++~ a ' .
N y 0- 0-13 WO 1.67` 1.50' eC 4x2 SPf CL6SOFI.SE ~ Fer fioor ape Husions (not roofs), Exfi ein.
2 11-71-ID 980 5.00" 1.50' WEB ~xt SPF STUO-G1N sfronqback bridqinq, on ~ross hridging (per
~j g0.G REQULREIIFNiS shmm are bued UNLY 2-4x2 SPF STUbCAN 1-13 ANSL/TPI1, is requ9red aC 10' O.C. o~ less.
~ ohe iruss naterial at each 6earinB Pla[inv syec : ANSI/TPT - 1995 ~ t«+ r a a a+ a++
Br0 React Uplift Req'd Size MOTE:WSIM7WM TRIISS SPACING IS 19.2 ' O.C. Ribban~blocks ha~e nac been designed Co REPAIR: TOP CIWRO NAS A 3.0" DIA HoLE
1 9]0 0 1.30 THIS oESI(N 35 THE CLNPMIIE &ESOLT OF support che Do1nc toad(s) fAawn. CENTERED Ai 10-0-0 FRON THE LEFf EN~.
3 960 0 1.50" MIILTIPLE LUnU USES. Thay may be attached wich U)1Ad naiis.
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N 1-PLY nND 3' HpNGER NAIIS FOR MULTL-PLY ' W000 PER TPI.
o GIRDERS. IF 2.5" LUN Mn2~5 ANE USED. THE
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WveCmN~JeJpnmwaemetllblweirq~~a+YCYQ+~~InO~ardil~eWNwlerepqkelbnllwduwawwirNWIM4p.Awd TC Live 40.U0 psf DurFacs L=1.0~ P=1.00
' yvNyyybmcyuw„mn,i~r,wuinyvdin.mnrmeroraewwaWe~.o.aWenqn~wau+iqiraiwwaompuuwe. ~d..~unnw~.. T[ Oead 30.00 psf Rep Nb~ Bnd 1.15
° mu. aa:v.;m:~.rm~aru:an:.upwnvcR;.:,remn.a-ta~acn:~mryu_:cc:pral.nyrt mi.wmx:n.r.sFu'.~+wo~aw:n~rzi Rep Mhr Comp 1.OD
100 Zephyr Avenue 50l1i m.ti=~wuwwu~.wmawnaw.+dwwmaieameaiaxacawmuaeonw~aidv.mnoem~.F.mwnb~+^~d BC Live 0.00 psf Rep Mbr Tens 1.00
<.~j vtlpauy~yuWyy~e~N~~mMI~NeIGbwOqYVdeM:~JaNVdG1MM~W~A~~awAeWUeNp~(wnTUaxNaN~wan. BC Oead 5.00 psF O.f.Spacing 1- 7- 3
o MOnti'052, MN 55363 ~u+svrrir,wrcnr-wmam..m~~.eoi~.n~w,dwo.na+~~enm...'eu~uoewvonenreoserrm~«wnna+-
~i PiiJNE: (800) 248-4042 ~y~m~uaacasuav.nvsx~rse~vrtu,mmi.m.*.~rvw.uwweRPOV~~usoaw~anoon.n,wemn ~esign Svec TPI
~ DEFL RATIO: 48D TC: Ll24
FAX: (T63) 675-3522 w.~./nmiv.nemwwanra~we.prwrcxu~nsvMe~~wtit~iems~w,xw.a~cem.wa.m~men.ocfmse. TOTAL S5.a0 P:
i
'~i
N
3 g~ 5i-ee~ ~~~~e ~~H ~
Job Name: RAMSEY CLASSIC Truss ID: A03 Qt : 4
BRG %-lOC RE4R SIZE REQ'U TC 2z6 SPF C1650FI.SE "CPM]=FNTE MONITOR USE~-See 7oint Repo~t•• UPLIFT RfARIaI(S) :
1 0- 1-12 15913 5.50" 3.29" BC 1x8 SP 1400F2.OE Platin9 sVec ~ ANSI/~PI - 1995 Support Main Wind Nan-WinE
2 25- 6-12 I61]] 5.50" 5./2" WE9 2xJ SPF STUD-CAN THIS OESIGN IS THE COMPOSITE RESIILT OF 1 -909 lb
BRG REQUIREMEHrS shovm are based MILY ]u9 SPF Q650R.SE 10-3,-11-4 MULTIPLE LOAO CASES. 2 -1495 lb
n Me truss naierial at each bearing 2x4 SPF tl/t2-CAN 10-I, 12-5 IF NANLERS PRE INDICATED ON THIS ORAWING. This Vuzs is designed using the
Bry React Uplift Req'd Stre ~umbe~ shear allowables a~e per NDS. THEY ME B/5ED ON 1.5" HANGER NAILS PoR ASCE7-98 Wind Specifica[ion
1 15913 -909 3.29" IRC/IBC Vuss plate values are based on 1-PLY PNO 3" MANGE0. NRIlS FOR MULTI-PLV 61dg Enclosed - Yes, Impo~Unce Factor ~ 1.00
1 261]] -1995 5.42" tes[iny and appraval as required by IBC 1]W GIROERS. IF 7.5" LUN NAILS ARE USEO, THE Trvss Location . NoY End Zone
and ANSI/~PI and are eparted in available HPNGEhS MI15T BE Ri.-EVALUATED (BY OTNERS). Hurricane/OCean Line < NoBidEapidahe9~ 40fD0 ft
documents such as ICHO Y160]. Loaded far 10 PSF noo-mncurYent BCLL. eltlg LengCh = 80.00 ft, 9 W -
Permanent bracing is reyuired (6y others) Ta . 4++ ' Mean roaf height - 13.13 fq mph = 90
prevent ro[ation/toppling. See BCSI 1-03 Nailhpat~ernYShmvn is for PLF laads only. ~ TPI Siandard Occupancy, Uead Load = 12.0 psf
anC /~5z/rPI 1. ? a a a+ a~+~ a a+ ~esigned as Main WinO Force Resisting System
~ ` ' ~ ` ~ ' ; T~ibutary Area ~ ]13 sqfi
M4X DEFLERION (span) : FOR CONCEN~tATED LOI~S: I.pqD CASE C1 ~ESIGN LOADS
L/999 MEM 11-12 (LIVE) LC 1 Ilse 3" nails min. inm ffie carrying member.
L- -O.19" U. -0.15" T- -0.41" ~ For more than 2 01Y~ use additional QUSTERS Dil' L.PIf LLac R.PIf R.LOC LL/iL
mniGU nrneu wxas; if indicaced from the back lys, ar use TC Vert 117.00 - 1- 0- 8 11].00 0- 0- 0 0.66
rc mw. ax. / TFAS.(oua.) 6I y oCher avnroved detail (P.Y aihers7. TC Vert 91.00 0- 0- 0 9].00 25- 9- 8 0.79
i-z -zceez a.w / o.n3 IF 2.5" LUN NAILS ARE USED, Nrv NAIL CLUSTER TC VerC 11].00 25- 9- S 117.00 16-10- 0 0.66
za -xx~3s a.a / o.~s PMOUMS SNGYN MUST BE INSTALLED FROM TNE 9C Vert 500.00 0- 0- 0 500.00 6- 3- 0 0.63
3-a -Razs i.w / o.z9 FRONT AND BACK FACE EQUALLY (TOTAL NAILS ~ B~ ~ert 895.00 6- 3- 0 895.00 16- 0- 0 0.6C
e-s a1o3s i.w O.SB OpUBLE THE M1011NT SHOWN). 9C Vert ]55.00 16- 0- 0 7SS.0~ 25- 9- 8 0.64
s-5 -aIDS 1.w / o.e1 t+.~ a++ r i ~ r+ a+ i+* t t a .Type... lbs X.LOC LL/TL
BC CtlP.(WR.)/ TENS. W0.. CSI T~ V¢ft fi~.~ - 1- 0- 8 1.00
~-e / usu i.oo o.a1 ~ ~ TC veri fi0.0 264D- 0 1.00
e-o / nsu 1.m o.a eC Vert ]6JOA 15-10- 6 0.66
sao / zxsa, 1.ro osn o BC Vert 2450.0 ll- 2-12 0.66
111-ll / 36'J93 1.U0 0.5]
ss-u / is3a i.a a.e~ ~ BC Vert 3<50.0 18- ]-11 0.66
ss-v / sasn i.w a.» 6.~~.~ F, 1- '~5-10 ~ 5- -5 10 ~ BC Verc 2450.0 20- 242 0.66
wa conr.(oux,~~ rcvs. vua. cv ~ ~ I eC Vert 2J80.0 2]- 7-12 0.66
z-e / asos~i.oo~ a.+e 841~8 12-10-12 203~14 25~9-8 9C Verc 2a80.0 34- 241 0.66
2-~n -3960(l.oa)/ 0.31 ~ 12-1042 12-10-12
:-~o / zuxa(i.ao) i.ao F f .
-m -is3m¢.w~i o.>~ 1 2 3 4 5 6 ~ 7o transfer the oint load to each
~-ss / ae:as¢.aa) o.es 4-PLYS
5-31 -963](1.00)/ o.ss _~Qp ply equally, insta 1 an adequa2e
s-u / sssa(i.oo) o?o REOUIRED 7.00 face mount hanger with 3" min.
long nails per hanger specs. In
5~5= B42 add~tion, install Simpson SDS x 6"
~ screws (or equivalent) from the non
~q. 1- 5°~ load face as speciFied.
Allow a 3.5 sq.in/screw and distri6ute
them within 12" of the hanger perimeter.
3-6 Uo noT insiall the screws closer than
BA 14 ~ 8 8 1" from the chord edqes.
8'~"SH~p OR Use an adequate through bolxed
I hanger (designed by others).
6-8 i
6-12 ~
_ _ _
0-6-10 3-8 5=8-8 RH1216 3-1U . 0-6-10
RMX/8-18 gp '
zasou znsox 2a onwsoe
~ '16913 7670# U 18495
NOTE: $CNAIL PA77ERN u-909 iuraenvt3ein:r'nts~uucri..sM1Sri~
~ ~ 2450W 2dB0# 1~SL-~
4 PLY. Nail w/lOd.COMMWi. staggered(per NDS) ~ 25-9-8 LIFtC~i'10\ (1NRFPOHI ~~1tiPRF.lANN,l1
tn. TC- 2 BG 12 WEBS- 2 PER FWT!•' 7 8 9 10 0 12 13 B\ i11:.OR f~`SUFk \Il' IlllifCl SI'PFiN113105
Nail in layers as each p1Y is atiached. 6-11-6 ~ 5-11_6 ~ ~~-1_~ 5-5-10 ~ ~10 1'IIAI 1 Alt A PI;11 RI ( 1> L'NI U PNO-
1/7' thru=bolxs [or Simvson SDS or 6_~~~ ~p.~p_~p =p-3-~q 25-9-8 41"tiFtOtial FN{~~},E~~.lil\DF .IIF.I.- _
USP WS6] (1/4")s6" woad screws at 24" o.o pl 1']IE ti G~ P! O M1.\ 1
max. must be installed in addifion ta 7ypICALPLATE:6-B
nailing (on1Y in chords wiih iie-in
Vusses or froming.)
(1"fI'J.lY'~LKBH
p'I' ~a
~j Ith:GIS'I'It:A'1'ION VU.2033%
TRUSPLUS6.OVE~:T6.5.31~i°ieje~~iesa~riala~~aelarrema0~1e9alr~shO~Cyaae'(now~aal3'we'~ni~a.bQeslu~da~eMsm2aV~~d~o~ie~`ivow.c~DsteNC°u:a~ae~soiPSin'e. V//~2006
AUTOMATED Read all notes on this sheef and give a copy of it to the Erecting ConVacfor. ~usc: Tou snos
T~;,dodP'~,iorao~~d~e~.iw7amo=omo~orv~ouN~evwam. nre:eae~ee.monwmr mrea~~~Wma=om~o~~n~~mem~~~ W0: Orive_S m63466s_L~0005_1000D1
UILDING ~mmm,~w~we.nnmeowemvanio~.m*viamuvaae.gnawmam. rvorewomminyieeeeummia~dimemwreiae~..w. oim.~aw~. psgnr: MOB /tLC = 12 WT: 243#
COMPONENTS araioeevauieeoyin.camoo~.nm.~W,dun,aw=~wud~yn..~~.a~wmimneeionTn.euoa~~pa+g~ammev~namu~.~imioae.
uo~e.ew,i~:.nmy~mrmm~auwwao-q~w~ey~naiowwwimeom.mm.wnk~a~a~imr ~*.ea.iv~...~m..~~~~~er=~ TC Live 38.50 psf DurFacs L-1.00 P=1.00
Um„yy~~„y~i,,,aywn,,,y,mm„o,,,em.ywid„~mm~a~..~rye~mWa~uenmm~ym.ia~:aa~onrye~u~nea,uMwaanwvxve ' ~ TC Dead 10.~0 psf Rep Mbr Bnd 1.15
~i.a, aaa~wmmmmio,i.wawawnoiwmx~emsmeiroenorvvie,m~eeucuirem~Ph Tn.~.w~~,~.~eu,oiwae=.a~~.~y Rep M6r Comp 1.00
IDO Zephyr Avenue .SOGL .%•~~m.rvnemm~=a~..ina~mw~e~om.m=im.~ewa~w.aaie%a~e/orm~.a~~~om~qa~aao~oewnr<en~ia,remie,imtap 6C Live 0.00 psf R2p Mb~ Tetls 1.00
• Montrose, MN 55363 °"d°1°p~^~'^""""~e.Fa..nnin.imwwma~a~e.a.~.vaime~acLn~~aoMena~n;ewietMa.a~npu!i~m*N.~i+m.p.., gC Dead 10.00 5f
. PHONE: 800 l~{8-QOt~l ~SYIPII'.WLCAI'-WWTweCaurcYdNnuke5leMtNDefqnflmpa~ubllilbe,SUILDINOCOMPJNENiSIFETVMFCqMATIIXV'- P O.C.Spacing 2- Q- Q
( ) (6CSIIdt~aM'RSISIIMAWiVBHEETS'G'WfCAeMTP1.TMTUxPINelMtule(IPpubxltlv5&9~'OnWmM~+.IMm~au~. DESIJII Spec IRC
FAX: (763) 675-3522 w mmuvns.*nerm.b+~~~i=mv:p.~+.~r~1~T^)m~~~e~~~'~~s'^~^^°~,~.61eBLO,wdwpanoczome TOTAL 58.50 psf DEFL RATIO: ~/480 TL• L/98
~
. ~ ~,p ~va5u . cd~+tID~ ,`~5
zoo6 RESIDENTIAL BUILDINGrE~rrarrLicnTroN pn ~~ka56. 90 ~
City Of Eagan Ma ~~a5~ . ~0 50
3830 Pilot Knob Road, Eagan MN 55122
Telephone # 651-675-5675 FAX # 651-675-5694 5~"' 14a5~ ~
~~illq3la ~~qG
~ New Construdion Reauirements RemodeUReoairReauirements Otfice Use Oniv
~ 3 regislered si[e surveys showing sq, ft. of lo[, sq. tL of house; ¢nd all roofed areas 2 eopies of plan showing foo5ngs, 6eams, Joisis CeA of Survey Recd ~Y _
~(20% mawmum lot coverage a7lovred) ~~A,~x I~~ lo / ~Z 6r1 1 set of Ene~gy CakWations for heated add'itions Tree Pres Plan Recd _Y
2 cop~es of Dlan showing beam 8 window sizes; poured found design, etc. 1 sNe survey for additions & decks Tree P2s Required _Y ~N
? 1 set oi Ene~gy Calculations Addifion - indicate d'wxsite sep6c system Oo-stle Septic System _Y _ N
3 copies of Tree Pmsarvation Plan'rf lol plaHed after 7f1f93
? Rim Joist DeplOptions selecAOn sheel (bufld'ugs w7h 3 or iess untts) -
Minnegasco mechanical ventilation form
Date ~g_ / ~z l ~ ~ ~e e Construction Cost ~~~C ~b
p ~
Site Address y(/ UniUSte #~/k 3~~
S7~ I CVIo~S2 ' o-.~
Description of Work _~,p ~c`~~ y, l~ (tiLSZ~f ~Ic~SS~ c
~J -T
Multi-Family Bldg _ Y?< N Fireplace(s) _ 0 ~C 1 _ 2
Property Owner ~G~ /~YdS - t ~~phone # ((p~ ~CeS- p(o~ /
~
V~~
j~ i `
. Contractor /IJ f~o5. ~f~C', ~V
Address 7LQ ~l/~~r; t1 ~si ~cui/ City ~~4.-.~
State _~J~ ^ Zip ~ q~ppo; e#((~) 3(¢ S- T(pc~/
~S' ~f ~
JUN 1 Z pp06
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
- Minnesota Rules 7670 Cateeorv 1 ~innesota Rules 7672
Energy Code CategOry . ResideMial VeMilation Category 1 Worksheet • New Energy Code Wodcsheet
(~submissiontype) - Submitted --Submitted .
~ Energy Envelope Calculations Submitted
In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan?
_ Y _ N If yes, date and address of master plan:
Licensed Plumber ~~~~r.wu6riu Telephone # ~Co ~a~
Mechanical Conhactor ~~~Pr Telephone # ((R(Z) ~,25- lRg~7
Sewer/WaterConhactor ~)~1NL EXrw?c.~%~ Telephone#~(~/) ~d l3sf
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 stazt without a
permit; that the work will be in accordance with the approved plan in e case of work which requires a review and
approval of plans.
' ~
App cant's Printed Name Ap ic Ys Si e
I _
~~~J Sr~2Q~^'z C~f'~`~ ~"D~O NOT WRiTE BELOW THIS LINE
Sub Tvpes
~ 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg
? 02 SF Dwelling ? OS O6-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi
? 03 01 of _ plez ? 09 07-piex ? 17 Garage ? 22 PorchlAddn. (4-sea.) ? 33 Ext. Alt - SF
? 04 02-plex ? 10 08-plex ? 16 Deck ? 23 Porch (screeNgazebo) ? 36 Muiti Misc.
? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage
? 06 04-plex ? 12 12-plex ? 25 Miscellaneous
Work Tvaes
? 31 New ? 35 int Improvement ? 38 Demolish Interior ? 44 Siding
? 32 Addition ? 36 Move Building ? 42 Demolish Foundation 0 45 Fire Repair
? 33 Alteration ? 37 Demolish Building' ? 43 Reroof ? 46 Windows/Doors
? 34 ReplaCement 'Demolitfon (EnHre Bldg) - Give PCA handout to applicant ~
DOSCfIpYlOI1: WaterDamage_Yes
Valuation Y~ Occupancy r~ MCES System
Plan Review 100% or 25%
Census Code /O/ Zoning i~ IJ City Water 1/
SAC Units Stories Booster Pump ?.r
# of Units O/ Sq. Ft. PRV ~1'c~
# of Bldgs Length Fire Sprinklered
Type of Const ~ Width ~3 _
REQUIREDINSPECTIONS
c'~ Footings (new bldg) Shee~xock
_ Footings (deck) FinallC.O.
Footings (addition) _ FinallNo C.O.
~ Foundation _ HVAC
Drain Tile Other
Roof Ice & Water ~ Final _ Pool Ftgs Air/Gas Tests Final
~ Framing _ Siding _ Stucco I.ath _ Stone Lath _Brick
~ F'ueplace ~ R.I. ~AirTest '~C Final = Windows
Insulation Retaining Wall
Approved By: , Building Inspector
- -
- _
Base Fee --rin/ i3S~ ~ l5~ ~~3 ~ 3~~~ ~
surcharge _T !i'~v~iy/3gMi ~SyG ~ ~'3~~.~
Plan Review 9~ ~ ~ SrF4~ ~7~~ ~ bV m q~
MCIES SAC r~~ 77 ~ 3Gf g0 ~ f~~
cty sac /3
UtilityConnectionCharge ~~~l~J~'~ ~`~~i/G~ f~,~
S&W Permit & Surcharge ~'~2p~/r ~vR~ y ~ST~~) / ~J ~ / ~
Treatment Plant ~c ~~V
License Search
Copies
Other
Total
~ ~JUH~ 26-2006 12~ 21 , 215 736 9774 P. 1425
Ptrmit Number
REScheck Compliance Certificate C~ecked BylDate
2003 IECC
REScheckSoRware Vcrsion 3.6 Release 1
Data filename: K:\_ENGINEERING SERVICES\ FNAC DEPI1 F,nergy C.alculations~MIV~StecplecYiase of £agan -
Signaiures10071Ramsey~lassic- 007.rck
PROJECC T1TLE: Ramsey Model
CI'I'y: Mimeapolis
STATE: Minncsota
HDD: 7981
CONSTRUC'I'fON TYPE: Single Fsmily
W1ND0 W/ WALL RATIO: 0.12 I har~y cc
~i:y ;~t i~~;:: ; l:s:, sr :wi-
ficatisn, or rcEwG wae ;rrcpsccd by
DATE: OG/26/06 mc nr smder my dircet su~xvisioa
DATE OF PLAN 5: 5131/200fi oed tltet I em a duiy I.ic:cnsai
Ptofcu4imwl Arclu:c~t uoder tha
1Hwa of B~e 51a6c uf Miaacsota.
PROJECT DESCRIPTION:
Steepiechase at Eagan - Sigvaaue IRinYN~e: ~~V~d ~U I8s
~ilot Knob Road, Lot# 007 •
Eagan. MN 55122 3
D~o~ ~
J.~~e # 44820 '
DESIGNER/CONTRACTOR
Toll Hrothers Inc.
PRO]ECE NOT~S:
Elevapon: Classic
Optioos: 044,064
COMPLIAIVCH: Passes
M~xim~_**~ UA = 756
Youc Home UA = 562
25.7% Better Then Code (UA)
Gross G~azing
Area or Cavity Coat. or poor
Pg~iSpe~1 $:y~.ue ~Y~14 IZcE&aI~I VA
Flat Ceiling: Flat Cziling or Scissor Truss 1658 44.0 Q.0 45
Sloped Celiag: Cathedral Ceiling (no attic) 581 44.0 0.0 l4
Gamge wall: Woad Frame, lfi" o.c. 393 13.0 0.0 32
Door 5: Solid 17 0.200 3
Knee Wall: Wood Framc, 16" o.c. 63 13.0 D.0 5
Band Jaist Wood Frame, 16" o.c. 242 19.0 0.0 I S
Exterior Wall 6": Wood Fraare, 24" o.c. 2850 19.0 0.9 168
~ l JU~~26-2006 12~22 215 736 9774 P.1525
window 2: Vinyl Frame:Double Pane with Low-B 428 0360 15k
3~ 0.200 7
poor 7: Solid 0.350 14
poor 8: Glass 40
1460 0.0 11.0 8z
Basemcn[ Wall 1: Solid Concrete oc Masonry
Wall height: 8.0'
pepth below gradc: 7.5'
Insulation depth: 7.5' 0.360 6
W indow 3: Vinyl Framc:Double Pene witb Low-6 1 S
Floor Over Garage: 1 ~
All-Wood 7oisuTruss:Over Uncoaditioned Space 520 30.0 0.0
Fumace 1: Forced Hot Air, 92 AFUS
Air Condinoncr 1; Eleceic Central Au, l3 SEER
COMPLIANCE STATEMENT: The proposcd building desigo ~scnbed here is oonsistent wich thc birilding plens,
specificadons, and other calculations submitted with thz parmit applicadon The proposed buildino has been designcd ro
meet the 2003 IECC requirements;n KES checkVersion 3.6 Release 1(formerly MECchecl~ and to comply widi the
' eckIuspection Checklist
guilder/Designer Date~~~ `~P
I
JUL-05-2006 WED 11~56 AM RAY WELTER HEATING & A,C FAX N0. 6128252303 P, 04
Date: 7/5/06 Revision Date: 7/5/O6 New Construction
Site Infortnation
Address 1: 4880 Steeplechase Way Project Steeolechase of Eagan
Address 2: Lot: 7 Block:
City: Eagan County: Subdivision:
Application Information
Business Name: Ray N Welter HVAC MN Contractor License
Contact Person: JOE
Offlce Ph: 612-8256867 Fax: Cell Ph:
Address 1: 4637 Chicago Ave. So.
City: MPLS. State: MN. Zip Code: 554D7
Hause petails
Square Feet: 4919 sq. ft. Avg. Ceiling Ht: 8 ft. Number of Bedrooms: 5
Ventllatlon : Balanc~d
Total Ventilation Capacity : 172 cfm.
Minimum Continuous Ventilation :90cfm.
Intermittent ventilation: 82 cfm.
Com6ustion Acnliance
Water Heater. Power Vent Input BTUs: 80,000 Independently Vented
Fumace/Boiler. Direct Vent/Sealed Combustion Input BTUs: 120,000 Independently Vented
Other Combustion Appliances
Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No
Gas Fired Natural Draft Fireplace(s): No Sofid Fuel Appliance(s): No
Exhaust Eauioment
Continuous Exhaust Ventllation Capacity (cfm): NA Clothes pryer (cfrn): 135
Exhaust Fan Rating (cfm): 110
~Ilake-Un Air
No Make-Up Air Required by Code
Gombustion Alr
Round Rigid Required: 5 inches or Insulated Flex; 6 inches
Applicant Name (print): ~ Signature/Date: _ ~~6
Code Official (print): Signature/Date•
~ 2004 CenmrPoint Energy Minnegasco. 2004 Mechanical.Code Cruidelines. Page 1
-~~uotinu~ ui:~r P.007/007
. , FROM :[NSU~qTI0N5L~p~~Eg PMONE ND. : 612 931 0869
Su 1. 18 2905 10: 26faM p2~
~
TNSULAT'IQN StTPPLIES
~415 -•B 5'ni Street South '
Hopkins, MN 55343
(952) 932-9000
EMSPItAY EM 219
pOLYUR~''xHANE SPRAY FOAM SYSTTM
Description Typical physical PropertNes
Emspray EM219 Densiiy, IbsJcu.~ 1.9 ASTM A1622
pclyurnhace chamical foam
systcm js a~iva eomponent Compressive 5C'engt(t ASTM D-l 621
system deslgped for epray Perallel 15-20(] IU%
appliweions m prodpoe a Pe7pendicular 10-15 ~ 10%
~ rigid polyureth3oe fopm with T~ensile Strength. ASTM-D-1623
a nominal ovemll densiry o[ paral~e~ 25-30psi
l.9 pound per euhic foot SfIC9r Stten
6~11 ASTM C -273
Emspray 800q is a Pecpcndiculer 30psi
polymeria isocyanate Tharnial Conduetivity, $TUJhrA$'['M G518
crnswiniu+s reaeti~ro K Factor (;a 77"F, INITIAL .153
isxysnaie gcaups Djmemional Stabillty ASTIy b2126
%votum_e change
Emspmy ENBI9 is a 2 days at-20'F dry
~ cam6ination of~olyols, Watervapor Permeability 1.4 ASTM C-355
• ca~lytic agen~s, Open Cell Contem Q°/v ASTM D-2856
, surEectsnt, blawins aga~u. pu.L e.002c5n/R A TM F.283-91
7A5 fa
T}~1CR] HApollag ~1219 ~(a~.7s 1~VCI~IE$ ACH~V$$ .88 ~
Charaete~ristics
vts~siry p ~s?F Typical CombustibiJity Properties
t9onss
' Mbeing Ratio by Volume ~p~p~'mj~~CSS (4" TC9t) AS"I'M ~$4
100/100
. Sprsy Reaea~liY~ Tuk Flamo Spread 25'"
Free, Sec's Smoke Density 3D0
EMZ19 5 n7~q pATA REFL5CT5 THE PERFORMANCE
'('tie foam's properves OF T~E FOAM$ $y A LABORATORY SCA1,E
• . were duiermined on BURN1Nd TEST. AND 1T~ RESULTS ARE NOT
; . ~p~~ Sd~y~ ~ey~ a TO HE COIJSIDSRED OR USED AS A FiRE
Duamer H-R unit ac 1 f00 ' M~T~ xATARD C~pS51FICATlON wN~ ARE
p~i wi[h a prehoated NOT IIJ1ENpEp To R~y~~ NnypgD
iedlperaone of I30'F snd p~~D THIS OR qAn( OTHER
, a hose tarnpaatwo of ~~s UNDER ACTUAL FIRE
. 125'F. The system way CONDI'f(ONS.
, sprayed ac 70.75'F
ambient and subsrate
tllripC[eNCO Itl a hvo iqCh
pnsa using a fuslon gwt. I
JUN-8-2006 09:19 FROM:MJS~ INC. 651-698-5628 T~_36506a5 P.1~3
~ Toll Bmthers, Inc. June 8, 2006
~ ~ 1400 Corporate Center Drive, Suite I 10
Eagan, MN 55121
, Attn: Rick Kiriredge
GST~IL~KGKAs.~ ~v~?~
Re: Ramsey Lot#6~f (AO # 1344) - Stud Walt Analysis
Eagan, MN
241 CIEVELAND Project#06309 .
AVE.S.SUITE82 M~.~~'~ge,
At your reyuest we have performed a structural analysis of the
5 T. P A U L. M N "tall wall" assemblies at the Family Room and Foyer fur the referenced
residence. Information regnrding the frucning at thcsc locations was taken
s s i o s- i z 6 o from the construction documents prepared by Toll Architecture,
dated 6-9-06. The following are our comments and recommendations for
these walls:
1. 2x6 wall studs at 16" on center aze adequate structurally.
2. Some wall stud configurations at beam bearing conditions are not
adequate. We have provided recommendations for framing at these
locations (see 1/A.7and 3/A.7 attached).
3. Note that the stud framing shown on the curren[ construction
documents and in our recommendations for the Family Room and
Foyer have a maximum deflecrion ratio of span/180 under wind
toading per ASCE Standard 7-98. This deflection does not cause a
concem regarding the structural performance of the framing, but we
cannot comment on the performance of the exterior/interior finishes.
It is the responsibility of the Architect and Owner to verify the effects
of the lateral movement on the proposed finishes with tUe finish
suppliers.
Please call with any questions or comments.
SincerelY>
' hard W.7ohnson,P.E.
Minnesota Registration #23466
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ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE WNED BY AND THE PROPER7Y C
AND IN CONNECTION WITH THE SPECIFIED PROIECT, NONE OF SUCH LDEAS, DESIGNS, ARRANGEMEN7S 0 PLANS SHALL BE USED BY OR
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JUN-B-2006 09:26 FROM:MSS, INC. 651-698-5628 T0:3650605 P.2~3
.1.ILDING SECTION
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JtJN-B-2006 09:27 FROM:MJS~ INC. 651-698-5628 T0:3650605__ P.3~3
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Name: /ol~ ~~/oY1'~p-/5 Date: I~ -o? 3 `a!n
Site Address: ~ fbn ~ Telephone ~os~' ~~0.~~ ~3~d ~
Rim Joist Detail Opdons
As oui(ined in the new Ener;y Code, buildings constructed with t6ree units or less requ'ue
that rin joists be put up according to detail options shown below. Please circle/highlight
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LOT SURVEY CHECKLIST FOR RESIDENTIAL
BUILDING PERMIT APPLICATION
PROPERTY LEGAL• i~f.7"r ~~~1~-~~~~~ OJi' /~O~ia^'~
DATE OF SURVEY: ~~Ob
LATEST REVISION: 6~30I0 ~i
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O z Q DOCUMENT STANDARDS
~ 0? . Registered Land Surveyor signature and company
? 0 • Building Permit Applicant
? ? . Legal description
~ ? J2' • Address _
? ? • North arrow and scale
• House type (rambler, walkout, split w/o, split entry, lookout, etc.)
r~' • ~irectional drainage arrows with slope/gradient %
• Proposed/existing sewer and water services & invert elevation
Jy ? ? • Street name
• Driveway (grade & width - in R/W and back of curb, 22' max.)
? ? Lot Square Footage
• Lot Coverege ~ Lo Vllo'}' c.cr~n d~ d!; ?2ubn~ vv~ CArC.S.
ELEVATIONS
Existina
? ? • Property comers
D? • Top of curb at the driveway and property line extensions
• Elevations of any existing adjacent homes_ 5{Dt~/ 1~"ry~OS~ ~o~' ~
• Adequate footing depth of structures due to adjacent utility frenches
? ? • Watenvays (pond, stream, etc.)
Proposed
~P1 ? ? • Garage floor
? 0 • Basementfloor
. Lowest exposed elevation (walkoutlwindow)- S~oy? eF/GSS G/~•i~aW e-~P.U-
? ? • Property comers
~P1 • Front and rear of home at the foundation- 5(tot+loa~5,~e eled. c~ ~rovc-~' ct,~nd ~G,C.~o~ ~y,,Q.
PONDING AREA (if applicable)
? ~ ? . Easement line
? ~ ? • NWL
? ~ 0 • HWL
? ~ ? • Pond # designation
? P1 ? • Emergency Overflow Elevation
p ? • Pond/Wetland buffer delineation
Y Q • Shoreland Zoning Overlay District
Y ~ • Conservation Easements
DIMENSIONS
? ? • Lot Iines/Bearings & dimensions
• RighFof-way and street width (to back of cur6)
~¢l~i/g • Proposed home dimensions including any proposed decks, overhangs greater than porches, etc.
(i.e. alI structures requiring permanent footings) _Sloe? ~%•~~Si~'S
~ • Show all easements of record and any City utilities within those easements
p? • Setbacks of proposed structure and si ard setback of adjacent existing structures
~ ? ? . Retaining wall requirements:
Reviewed By: Date G Zo
G:IFORMSlBuildingPermilApplicationRev.~1-2604 ~~~Z/~~ _
~ S
~ 3:9 RAattiimuen Slope~
_ ry II r / ~
zs ~ . . or Fe2~ining 1Al~II W'~
z „ N89 45 06 E ~R~,,,;~ ~ Certificate of Survey
~ N ~ ~ 992.76 994.79 - ~ H~•~O ~
~ , . x 9933 ~ OF
- "A~ p< N ~oos.7 NOR11~
~ - - - - - \ - - - - R 4880 STEEPLECHASE WAY
^ Q ~ 992. N 25.88~ ' 993. 'S ~ ~ 10 w
~ 1~ ~ ~ ~ \ydroinoge ond utility I i
30.00992'2 ~ ~ o ~ 993.3 gk~3.9 993.8 easement per plot r~0~
Q~ ~ m ptoposed ~ °ao ~ I 18'/4. ~ y~ ~ O~~ i
W v m dFivewoy ~ :`o I ~ I y N ~ F-
I ~ m ~~°6% P~~ W~_ n~' m ^ ~ ~ERiMETE~ CONTR~~ ~ ~ N~~~ ~ TO L L B R OT H E R S
~ ~n o c~ sc,~ ~r, ~~r
0 0 0 9 9 2. 6 o~~,. 0 993'~ 7 I o L; 1 4 0 0 Cor po ta te Cen ter Curve
~ V^ _ ' = m x 993 Ea gan, MN Zip 55121
e~3C m ~~°N ' z
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` na ~ !
W ~ I~`o i m in~~7 O p._ \4.0 992.9 / J` 003.
wI ~ '3a I~ P~ nmw $
W ~ ~o. x992.~2 s.,i ~ ~s~.as ' x 2~ ~ ~ BENCHMARK
M ~ Io 992.5 99zJ ol Top Nut Hydrant Lot 6, Blodc 3,
, I ~ ~ ~
~ `o ~ , Steeplechase of Eogan
~ I Top I.P.=~ Top IP.=~ ~ ~evation = 989.56 teet (NCVD 1988)
992.57 oi 992.8~ xq92g 7~,~~ _y? ^
x9a~i 9922~1 ~ i Oj~,+( ~~E3UILDING INSPECYIQWS ~BbB~O~~ 51TE BENCHMARK
1 v 1 'r ~ ~j25$ q925* l~0~~j12 ` Top of offset IP opposite northwest
~ rp comer of building envelope.
v,_~ ~ p ~"r 992'~ N6 Elevation = 992.76 feet
~ 3t-988.9 ~
P~ m P y ~ LEGEND PROPOSED AREAS
- Iron monument found = Drainage Direction Area of Lot 7, Block 3=17.859 Sq. Ft.
O= Iron monument set and marked -840- = Proposed 10' contours from grading plan Proposed House = 2.683 Sq. Ft.
with license No. 2396& -842- = Propoaed 2' contours from gradtng plan percent of loY Coveroge= 15•Q2 %
G~ Offset iron -840- = Existing 10' contours
~ x FB House Drainage dc Utility Eosement - 84Z- - Existing 2' cantours
~ F' ~ - G-= Fxisting sonitary sewer PROPOSED ELEVATIONS
Gofage left aao.o = Existi~9 Qevotion -G<- = Existing storm sewer
Minimum lowest floor 9at.o
a Z ~ ~.o = Proposed elevation from grade - I-= Existing water Gamge floor alev. _
E.„ elevatiOfl = 986.0 or developmenf plan p = Sanitar manhole
m Q O v~ Y ~ ~ Top of b{ock elev. = 993.7
~ W San. Saw~ Stub Qav.= 979.6 ~ = Gate wlve 011 Lowest floor elev. = 986.0
n q ~ Bearings shown ore assumed = Telephone Box
W ? By Egress window elev. = 989.5
o F San. Sewer Stub Dev. 979.6 ' /
T ~ p~ = Elect~'tcal Box Qyi~ ~~/~/0 ~i
~ a Drowing FIe: 700\V.63 .DWG
S Q Q,, ~ ~ = Ltght Pole ~G~jy ~jyGjTj~g~~ Project No. 03-730-L
~ o~~ Lot 7, B I o ck 3 To„ B~o& ~de= Ao ~3~
= ° ~ ~ STEEPLECHASE
~ I hereby certify that this survey. plan or report wos prepared by Dulutn, MN.
" me or undsr~m direct su ervision and that I am o dul Re ~stered Hibbing, MN.
o - Y P y 9 ~ Ham Lake, MN.
~n OF EAGAN Land_ r' er th w~¢f=the State of Minnesota.
Minnetonka, MN.
DAKOTA COUNTY, MINNESOTA v ` ~u~e s, 2oos ~N~oA~~,~D Phone: (952) 933-0972
~ < Fax: (952) 933-'I 153
0
~ Subject to easements of record, if any. Kurt M. Kisch, MN License Mo. 23968 Date
; m www.rlk-kuusisto_com
Rwhs~ ps dtY Canms~b Oata B-JD-pg 6'I'I O Blue Circle Dr. • Suite #100 •Minnetonka, MN. 55343
si
~S~-~ aT 30 0~
Address: 4880 Steeplechase Way Permit: 74254 Zip: 55122
THE FOLLOWINC TTEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON -.~,~-OG
Yes No Comments
Final ade - 6" from sidin
Permanent ste s- ara e
Permanent st s- main enhy
Permanent driveway 1/
Permanent gas
Retaining Wall or 3:1 Max Slo e
Sod/Seeded lawn
TraiUcurb damage
Porch
Lower level finish
Deck
Fire lace / M
• 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 Department at 651-675-5646 prior to working in right-of-way ot installing
imgarion system.
~ BUILDINC INSPECTOR:
/ ~~S 0 7
City of EaQall
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
Date: / ! t 9 I to
Use BLUE or BLACK Ink
Permit #: (ioz�4 `'� (Gj
Permit Fee: g �' o j `
Date Received: / _ 42
Staff:
2010 RESIDENTIAL BUILDING PERMIT APPLICATION !(ect 14'2 !
Site Address: S►$tfp STEEPt6GMASE w AY
Tenant: Suite #:
RESIDENT / OWNER
Name: vexE KT/EsHRArr.�n
Address / City / Zip: ditto nrzwieGAkes 1.1 Mr'
Applicant is: Owner )n Contractor
Phone:
TYPE OF WORK
Description of work: % S>rr-te.3r Fai 5+
Construction Cost: _
Multi -Family Building: (Yes / No,%b )
CONTRACTOR
Name: LEu.e.zaNa r",.,�sr*uc+-s+ ,A SN c . License #: 0/0C, 39 96 it
Address: . '1 "-1[. ELS E.4tJA E -re. City: E i
State: /4a Zip: SSo.o Phone: 9S� • 9.I2-• 439y
Contact: _inE ok Email: S3ure.si4oA sn»d.cA.:�
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:
E :Plans and supporting documents that you submit are considered to be public information
information may be classified as non-public if you provide specific reasons that would perm
conclude that theyare trade secrets.
Portions o
e Cita
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.
4. .ieC 3‘„ex-ra4
Applicant's Printed Name
DO NOT WRITE BELOW THIS LINE
SUB TYPES
Foundation Fireplace
Single Family Garage
Multi _ Deck
01 of _ Plex X. Lower Level
Accessory Building
WORK TYPES
New
Addition
Alteration
Replace
Retaining Wall
DESCRIPTION
Valuation
Plan Review
(25%_ 100% )
Census Code
# of Units
# of Buildings
Type of Construction
Porch (3 -Season)
Porch (4 -Season)
_ Porch (Screen/Gazebo/Pergola)
Pool
_ Interior Improvement
_ Move Building
Fire Repair
Repair
31-412do
REQUIRED INSPECTIONS
Footings (New Building)
Footings (Deck)
Footings (Addition)
Foundation
Drain Tile
Roof: _Ice & Water _Final
Framing
Fireplace: _Rough In _Air Test
�C Insulation
Meter Size:
Occupancy
Code Edition
Zoning
Stories
Square Feet
Length
Width
Final
Reviewed By: j L
Siding
Reroof
Windows
Egress Window
_ Storm Damage
Exterior Alteration (Single Family)
_ Exterior Alteration (Multi)
Miscellaneous
Demolish Building*
Demolish Interior
Demolish Foundation
Water Damage
*Demolition of entire building — give PCA handout to applicant
MCES System
SAC Units
City Water
Booster Pump
PRV
Fire Sprinklers
Sheetrock
Final / C.O. Required
y Final / No C.O. Required
X HVAC
Other:
Pool: Footings Air/Gas Tests _Final
Siding: _Stucco Lath _Stone Lath _Brick
Windows
Retaining Wall: _ Footings _ Backfill _ Final
Radon Control
Erosion Control
, Building Inspector
RESIDENTIAL FEES
Base Fee
Surcharge
Plan Review
MCES SAC
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
Copies
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PERMIT
City of Eagan Permit Type:Building
Permit Number:EA161684
Date Issued:06/08/2020
Permit Category:ePermit
Site Address: 4880 Steeplechase Way
Lot:7 Block: 3 Addition: Steeplechase Of Eagan
PID:10-72540-03-070
Use:
Description:
Sub Type:Reroof
Work Type:Replace
Description:Does not include skylight(s)
Census Code:434 - Residential Additions, Alterations
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Please print pictures of ice and water protection and leave on site.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Building Code).
Valuation: 5,000.00
Fee Summary:BL - Base Fee $5K $118.00 0801.4085
Surcharge - Based on Valuation $5K $2.50 9001.2195
$120.50 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 -
Klint A Kubiak
4880 Steeplechase Way
Eagan MN 55122
(303) 715-8402
Ashco Exteriors Inc
11164 Zealand Ave N
Champlin MN 55316
(763) 225-8333
Applicant/Permitee: Signature Issued By: Signature