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'4455 Oak Chase Road '
' Eagan, MN 55123
DELMAR H. SCHWANZ
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11750 SOUTH HOBERT TRAIL ROSEMOUNT. MINNESOTA b606t !1?/123-17M
, SURVEYOR'S CERTIFICATE
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I,ot 2, Block 7, OAK CHASE FIRST ADDITION, according to the recorded plat thereof,
Dakota County, Minnesota.
A1so showing the location of a proposed house as located thereon.
' I hereby ceAlry tAtl 1Ais survey, plan, or report was
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properod by me m undsr my direet aupenislon snd ° ' : DELMAR H. i!-a
thst 1 am a duly RpieteraA Lend Surveyor undar SCHWANZ
ths law ol the Slsla ot Minnssota. - 8f)25 -
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?an, MN 55123
DELMAR H. SCHWANZ
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14750 SOUTH ROBERT TRAIL RQBEMOUNT, MINNESOTA 660E! !12/425/769
i SUHVEYOR'3 CERTIFICATE
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Lot 2, Block 7, OAK CHASE FIkST ADDITION, according to the recorded plat thereof,
Dakota County, Minnesota.
A1so showing the location of a proposed house as located thereon.
t hersby cartlly thN Ihls turvsy, plan, or roport wn ;'{?;' '••'?% ? ,
Dropersd Dy me or undsr my dlrect supervision anE DELMAR H. that I am a tluly qepisteraA Land Survsyor uedN = SCHWANZ
Ms laws of tM Sute of Minnssota. >•- 8625 -
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July 12, 1989 ir
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CASH RECEIPT
CITY OF EAGAN
3795 PILOT KNOB ROAD
EAGAN, MINNESOTA 55122
DATE
19
AMOUNT ? I
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LLARS
NUMERICAL FILE COPY
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'e- O:k Chase Road
,an, MN 55123
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DELMAR H. SCHWAN2
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11750 SOUTM ROBERT TRAIL ROSfMOUNT, MINNESOTA 660!! 614/1?i1ilY
i SURVEYOR'S CERTIFICATE
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Lot 2, Block 7, OA'f. CHASE FIRST ADDITION, according to the recorded plat thereof,
Dakota County, Minnesota.
A1so showing the location of a proposed hous= as located thereon.
1 nanby aenly tnn this sunsy, plan. or report wn
propusA Ey me or unesr my diraet aapsnislon m0 DELMAR H.
thn Iam a duly Rpistsrod Une Survoyor uneer SCHWANZ
tha Iaws of the StHo of Mlnnnon. - 8625 -?F
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July 12, 1969 :9'•., -o?ti DM?rM.Bolw?nt
Datsd %,tiO"• Gy?C? MMeeeefa 1Mplpratbn No. lM26
612 496 5511
;. T-0G,2062 1425 IRDOFTR ss$L SHHK?iPEE MGRSiCREDl12 ?it I?tianap 612 496 5511 P-91/02 __ _
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;u^ng Ca (MN), Alpertville, MN, 55301 4201 Sft7 5 NOV 16 2000 MiTek IMustries, Ina Wetl Oct 09 73:3628 2002 P2ge 1•
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SPACING 2-D-0 CSI ? DEFL in (lac) BtleN PLATES GRIP .
?.. :0 C i Piates Increas¢ 1,15 TC 7.00 1 Vert(LL) 0.38 72-14 >310 MII24 1691123
Lumber Increase 1.15
? BC 0.58 I Vert(TL) -0.41 12-14 >283
E;?.-
• ? Rep Stress InCr VES W8 0.83 ' Horz(TL) -0.03 14 n/a ?
'? -.. Code UBC971ANS195 (Matrix) tst LC LL Min Ifdefl = 240 WeighC 1071b ?
BRACING ?
zG 2 X a HF 7650F 1.5E'ExcepY TOP CHORD Shealhed or 6-0-0 oc putlins. ?
73 2 X 4 HF No.2, T7 2 X 4 HF No2 BOT CIiORD Rigid ceiling direCtly eDWied or 3-7•74 oc bracing. i
7 i.,.aE) 2 x a HF No2 WEBS 1 Rowat midpt 7-16, 8-1a, 10-ta
2 x 3 SPF-S S:utl 'ExcepC i
W 3 2 X 3 SPF-S No2, WS 2 X 3 SPF-S No.2
.. . ;_eft 2 X 4 SPF Slud 2-2-7, Righ1 2% S SYP 1950F 13E 2-0-10
RFA?'TION$p;sizei 17=175510-5-8, 74=2125/0-5-8
P.Sax Ho2 t 7=42(1oad case 3)
tiiax Uplik77=-542(load case 3), 14=-678(ioad cese 4)
Pdax Grav 17=2218(load case 6), 14=2421(load case 7)
... -:' S,It;; - Pr. s't Load Case Only
Ru -2=30, 23=1225, 3•4=1255, 45=1909, 5-6=2037, 6J=1187. 7-8=1166. 8-9=2078, 9-10=193'J. 10-11=1178,
11-12=7071,12-13=-3
E...-!.;'RD 2-17=-1130, 76-17=-1859.15-16=-1972. 14-15=-1912. ;214=-986
4-17=-786,6-17=-1274.6-16=932. 7-16=-1227. 8-16=1200,8•74=.1499.10-14=-1020
NO'ICS
in,. . .•;s nas been checked for unbalanCetl IoaOing con0itions
. • _•.,ss nas been tlesigned Por the winC loads genera[ed by 80 mph wintls at 25 R above ground level, using 7.0 psf top chortl
,.. ..ad a,^d 5.0 psf bottom chord dead load, 100 mi from hurricane oceanfine, on an occupancy cate8ory I, condition I
_... ::_ tl G,:dcing, of dimensions 45 f; by 24 h vn[h exposure C ASCE 7-93 per UBC97/AN5195 If end verECals a cantilevers
--,ey zre exposec lo wind. If porches exist, they are no[ ezposed ro wind. The lumber DOL increase is 1.33, and the plate
.: ,..0-se.s1.33
. .. ..; •.as heen designetl for a 10.0 psf bottom chord live loatl nonconwrrent with any other live loeds per Table No. 16-6,
ronneceion (by otners) of truss n bearing pla[e capable of withgtanding 542 Ib uplift atjoint 17 arM 678 lu
i r 1S
•;y nys been designed with ANSI/TFI 1-1995 criteria.
LJAL CASE(S) Standar6
Post-It° FaX Not9 7671 Date ?b pa??
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