HomeMy WebLinkAboutSurvey Ledger 83. 0084 7"
ufwwtsAN I North Office - S71.6066
4 (' FINO/NelltgpNO t Minn Highway No. so 65 N.E.
-- - _ �= lei( l Minneapolis. Minnesota 55432
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South Office • 890 -6510
Civil, Municipal 8 Environmental Engineering South River Ridge Blvd.
D u Land Surveying • [anal Planning • Soil Testing Burnsville. Minnesota 55337
C'62.777CATE off' g4,10VVEY We
W1410502 DEVELODIV15IVT COOP
PROPOSED ELEVATIONS
Top of Block , 25
Lowest Floor
Garage Floor \
6 j0 .'...
I6 \ o v
� I �
4-0, 25 u:6
.l W
4.0 l o �p�k `
- �\ O v
r ; R 0;� ,
\ i \a c:3 }'''„ 01
ey / 63
0
\ i 5
�� Os . 56
Searing; shown are assume . ,Ili. .
•
p denotes iron monument ,
Proposed elevations shown
by others.
Lor4,
1
SAN° Poiivrr 2A0 400/ TiON ,
SCOTT Cow.iry M/wAJ;aT4.
I hereby certify that this survey, plea er report was prepared by se or under ay direct supervision
and that I op_ a duly Registered Load Surveyor under the Laws of t State a '•ne ota,,
7:7 Dated this /2 - ay of A,de
Gary R. "Iris, Registered La. Surveyor
Ninn. Reg. No. 10943
N. , !. , , hNd All Rights lleserved
. .„ 1386 5;93096 ����
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�C1r�S STAIR L" GNS
CITY OF PRIOR LAKE all Structural Members Mu s B
$UIL RMI LAN REVIEW -roved Wood ar Natural
G ' � --f% 9tcay Or Treated
DATE. 7 -20 -- ?g PERMIT NO. .'2
0 ACCEPTED AS SUBMITTED • orted
ering.
ACCEPTED WITH CORRECTIONS AS NOTED peck framing w shall not be engine supP
O
These NOT ACCEPTED-CORRECT
information. Alt RESUBMIT on by cantilevithout ered house
in full compliance with all applicable building & zoning •
quirements including items not specifically nr'
KEEP THIS PLAN SET ON `TF t �r
r, re the ledger board to the ows
Call Gopher State Cme Calf with two 3/8 inch lag scr
before excavation evety Ledger mus be flashed
454 -0002 to the house.
RE' NA ~
TI;E W1/4""R" qN HANDRAIL , t OR
NOT BE LESS '
Fastening devices and
miscellaneous metals
must be of non - corrosive
or approved materials. RESIDENTIAL STAIRS
4 or more risers requires a handrail on
one side, 34' - 38' above tread nosing.
Min. width 36' & Guardrail open sides.
Steps: 8" Max. riser 9' M. tread.
Guard rails shall have Minimum headroom 6 feet 8 inches.
intermediate rails or
ornamental patterns such
that a 4" sphere cannot BEAM SPLICES
pass through. The Where wood members are joined
triangular opening formed together, the connection must occur
by
OW a post. Minimum bearing directly
the a stair riser, tread, and
the bottom element of the 1'ri ".
guard rail at the side may
be sized such that a 6"
sphere cannot pass through.
Required Frost Footing Depth is
42" below grade
Ala• - •mil • 1 • •� R; •
5/4" decking, Maximum joist spacing 12" O.C.
2 x 6 decking, maximum joist spacing is 16" O.C.
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